HomeMy WebLinkAboutPA 2021-19 Rome Hill - Stamped PlansVICINITY MAP 1N.T.S.NORTHPROJECT LOCATIONGRAND AVENUEKATHLYN WAYVAILSTREETLAKE ELSINORETURNERSTREETKATHLYN WAYTURTLE DOVE DRIVELEGAL DESCRIPTIONSCOPE OF WORK:PROPOSE CONSTRUCTION OF TWO NEW COMMERCIAL/INDUSTRIAL ONE STORYBUILDINGS WITH FIRST AND SECOND FLOOR OFFICES FOR OFFICE ANDINDUSTRIAL USES.ZONING WILL BE CHANGED FROM GENERAL COMMERCIAL (GC) AND HIGH-DENSITY RESIDENTIAL (HDR) TO COMMERCIAL MANUFACTURING (C-M).LEGAL DESCRIPTION:LEGAL DESCRIPTION FOR ALL 2 LOTSRECORDED BOOK | PAGE: MB 6/296SUBDIVISION NAME: RESUB OF BLK D OF ELSINORELOT | PARCEL: 19BLOCK: D AND TRACT:GENERAL LAND USEEASEMENT NOTES:AN EASEMENT IN FAVOR OF COUNTY OF RIVERSIDE FOR PUBLIC ROAD,DRAINAGE, UTILITIES AND INCIDENTAL PURPOSES RECORDED OCTOBER 17,1991, AS INSTRUMENT NO. 1991-359909, COUNTY OF RIVERSIDE OFFICIALRECORDS.NO OTHER EASEMENTS AFFECT SAID PROPERTY.SCOPE OF WORKPROJECT DATA - BUILDING ANALYSIS9SITEAREABUILDING 1-PHASE IFIRST FLOOR OFFICETOTAL OFFICEBUILDINGAREAS-SECOND FLOOR OFFICEWAREHOUSESUITE 101 SUITE 102894 SF748 SF1,642 SF894 SF748 SF1,642 SF21,496 SF-TOTAL BUILDING SFTOTAL23,138 SF21,496 SF-23,138 SF46,276 SFBUILDING COVERAGEAUTO PARKING PROVIDEDSEMI-TRALERPROVIDEDPER LEMC SECTION17.148.050BUILDING 2-PHASE II (FUTURE)SUITE 201 SUITE 202894 SF748 SF21,600 SF-23,242 SF46,484 SF894 SF748 SF21,600 SF-23,242 SFTOTAL BUILDINGS3,576 SF2,992 SF6,568 SF-86,192 SFSQUARE FOOTACRESFIRST FLOOR OFFICETOTAL OFFICE-SECOND FLOOR OFFICEWAREHOUSETOTAL92,760 SF92,760 SFTOTAL BUILDING SFBUILDING COVERAGEAUTO PARKING PROVIDEDSEMI-TRALER PROVIDED 89,768 S.F. (30.64 %)180 STALLS9' x 18'TYPE B (12' X 40' x 14' H.)TYPE C (12' X 55' x 14' H.)4 TYPE B0 TYPE C 294,993 SF /292,968 SF6,77 ACRES/6.73 ACRESTOTAL BUILDINGSDEDICATION = 2,025 SF (9'-0")1,642 SF 1,642 SFTYPE A (12' X 20' x 14' H.)SITE 1+/-136,640 (3.14 AC)SITE 2 (FUTURE)+/-156,328 (3.59 AC)ALL PHASESAPPLICANT/OWNERMR. GUY SELLECK, C/OGEM INVESTMENTS, LLC1207 N. E. STREETANAHEIM, CA 92805O: 877.405.1110F: 877.366.6221C: 916.216.9288001002003004005006007008009010011012013014015016017018025026027029TO038A-1 COVER SHEETA-1FD1 FIRE ACCESS EXHIBITA-1FD2 FIRE ACCESS EXHIBIT DETAILSA-2 SITE PLAN, PROJ. DATA, VICINITY MAPA-3 BUILDING 1 FLOOR PLANA-4 BUILDING 2 FLOOR PLAN - II (FUTURE)A-4.1 BUILDING 2-OFFICE - II (FUTURE)A-5 TRUCK DOCK FLOOR PLAN IA-6 TRUCK DOCK DETAILS PLAN II (FUTURE)A-7 ROOF PLANA-8 SITE PLAN FENCE & GATE- DETAILSA-9 SIGN- SITE WALL DETAILSA-10 TRUCK DOCKS ADDITIONAL DETAILSA-11 BUILDING 1 ELEVATIONSA-12 BUILDING 2 ELEVATIONSA-13 SECTIONSA-14 SECTIONS - DETAILA-15C COLOR ELEVATIONS (11"x17") TOA-22C COLOR ELEVATIONS (11" x17")A-23R COLOR VIEW (11" x17")A-24R COLOR VIEW (11" x17")A-25V COLOR VIEW (11" x17") TOA-35V COLOR VIEW (11" x17")SHEET INDEX039040041042043044045046C-1 TITLE SHEETC-2 SHEET INDEXC-3 PRELIMINARYGRADINGPLANC-4 PRELIMINARYGRADINGPLANC-5 K-1 DRAINAGEPLANC-6 SECTION ANDDETAILSL-1 PRELIMINARYLANDSCAPEPLANL-2 PRELIMINARYFENCINGPLANAPPLICABLE CODE2022 EDITION OF THE CALIFORNIA STANDARDS CODES ADOPTINGORDINANCES, WITH CITY OF LAKE ELSINORE AMENDMENTSTHE 2022 EDITION OF THE CALIFORNIA BUILDING CODES ARE EFFECTIVE ONJANUARY 1, 2023.ENFORCEMENT OF THESE CODES BY THE CITY OF LAKE ELSINORE ISMANDATED BY THE STATE OF CALIFORNIA. THE CITY HAS MADE CERTAINAMENDMENTS TO THESE CODES AS ALLOWED BY THE STATE LAW. THESEAMENDMENTS ARE BOTH ADMINISTRATIVE AND TECHNICAL IN NATURE ANDARE BASED UPON LOCAL CLIMATIC, GEOGRAPHY, AND TOPOGRAPHICSCONDITIONS IN THE CITY WARRANT AMENDING THE TECHNICAL CODES. THEFORMALLY ADOPTED ORDINANCE FOR THE TECHNICAL CODE, WHICHINCLUDE THE CITY, COUNTY'S AMENDMENTS, ARE LISTED BELOW ORDINANCEAND THE FULL TEXT OF THE ORDINANCE WILL BE PROVIDED.2022 CALIFORNIA BUILDING CODE2022 CALIFORNIA ELECTRICAL CODE2022 CALIFORNIA MECHANICAL CODE2022 CALIFORNIA PLUMBING CODE2022 CALIFORNIA ENERGY CODE2022 CALIFORNIA ADMINISTRATIVE CODE2022 CALIFORNIA FIRE CODE (CFC)2022 CALIFORNIA GREEN BUILDING STANDARD CODE2022 CALIFORNIA BUILDING CODE, TITLE 24 DISABLE ACCESSREGULATIONS, SECTION 1.9.1, AND LAKE ELSINORE MUNICIPAL CODECONSULTANTS 7SOILS & INFILTRATIONGEOCON WEST INC.LISA BATTAITO41571 CORNING PL #102MURRIETA, CA 92562(951) 304-2300. BATTAITO@GEOCONINC.COMLANDSCAPE ARCHITECTROYAL OAK DESIGNSYLVIA LYONS10252 GOLDEN YARROW LANEALTA LOMA, CA 91701(909) 244-9667. ROYALOAKDESIGN@VERIZON.NETPHASE 1 ENVIRONMENTAL ESASOUTH SHORE TESTING & ENVIRONMENTAL23811 WASHINGTON AVENUE, SUITE C110 #112MURRIETA, CA 92562(951) 239-3008SS.TESTING@AOL.COMELECTRICAL SITE LIGHTING ENGINEERING PLANMIKE RICHARDSONRICHARDSON ENGINEERINGCONSULTING ELECTRICALENGINEERS(208)-255-1600MJRICHPE@GMAIL.COMARCHITECTJCM ARCHITECT(714) 543-8352JCRAIGM@GMAIL.COMCIVILW.H. CIVIL25 MAUCHLY, SUITE 323IRVINE, CA 926181590 OAKLAND ROAD, SUITE B112.SAN JOSE, CA 95131MD ACOUSTICS (GHG & AQ)MIKE DICKERSON1197 LOS ANGELES AVE, STE C-256SIMI VALLEY, CA 93065805-426-4477. MIKE@MDACOUSTICS.COMTRAFFIC ENGINEERTRAFFIC ENGINEERTJW ENGINEERSTHOMAS WHEAT6 VENTURE, STE 265 IRVINE, CA 92618949-878-3509. THOMAS@TJWENGINEERING.COMCULTURAL RESOURCECRM TECHCULTURAL & PALEO RESOURCES CONSULTANT1016 E. COOLEY DRIVE SUITE BCOLTON, CA 92324(909) 824-6400MHOGAN@CRMTECH.USHERNANDEZ ENVIRONMENTAL GENERAL BIOJUAN & SHAWN HERNANDEZ17037 LAKESHORE DRIVELAKE ELSINORE, CA 92530909-579-1657.JUANHERNANDEZENVIRONMENTAL.COMUTILITY PURVEYORS 8UTILITY PURVEYORS:SCHOOL DISTRICT:SCHOOL DISTRICT.UTILITIES:WATER:ELSINORE VALLEY WATER DISTRICT31315 CHANEY STREETP.O. BOX. 3000LAKE ELSINORE, CA 92530TEL: 951-674-3146FAX: 951-674-9872WWW.EVMWD.COMSANITARY SEWER:SEWERP.O. BOX 300031315 CHANEY STREETLAKE ELSINORE, CA 92530ELSINORE VALLEY MUNICIPAL WATERDISTRICTTEL: (951) 674-3146NOTES: 1. PROJECT IS NOT WITHIN A SPECIFIC PLAN2. PROJECT IS NOT WITHIN A COMMUNITY FACILITY DISTRICTSTORM SEWER:RIVERSIDE COUNTY WATERAND CONSERVATION DISTRICT1995 MARKET STREETRIVERSIDE, CA 92501TEL: 951-955-1200ELECTRIC:25620 JEFFERSON AVENUEMURRIETA, CA. 92562SOUTHERN CALIFORNIA EDISONTEL: (877) 238-0092GAS:24487 PRIELIPP ROADWILDOMAR, CA. 92592SOUTHERN CALIFORNIA GAS COMPANYTEL: (951) 249-8300TELEPHONE:VERIZONTEL: 800-483-5000TELEVISION:SPECTRUMTEL: 909-975-3398CLIENTPROJECT TITLESHEET TITLESIGN BYDELTA REVISION DATEDATE:JOB NUMBER05/16/2219-8871901 NEWPORT BLVD.SUITE 350.COSTA MESA, CA 92626JCRAIGM@GMAIL.COMSTUDIOM.JCMA@GMAIL.COMO. 714-305-9619THIS DRAWING AND ITS CONTENTS AREINSTRUMENTAL OF SERVICE AND ARETHE COPY RIGHTED PROPERTY OF J.CRAIG MANN ARCHITECT. THE USE OF ISEXPRESSLY INTENDED FOR THEPROJECT NOTED BELOW AND MAY NOTBE REUSED OR REPRODUCED IN WHOLEOR IN PART WITHOUT THE WRITTENPERMISSION OF J. CRAIG MANN.ARCHITECTURE . PLANNING . INTERIORARCHITECTGRAND AVENUE ( AT VAIL STREET)LAKE ELSINORE, CA 92530TRACT: 3846 & LOT: 268 BUILDERSMAX INC.18282 GRAND AVENUE LAKE ELSINORE CA925301207 N. E STREETANAHEIM, CA 92805P: 877.405.1110WWW.BUILDERSMAX.COMNo. C 17030Exp. 01-31-26LICENSEDARCHIT E TC S T A TEOFCALIFORNIAJ.CRAIGMANNPLANNING APPLICATION NO: PA 2021-19GENERAL PLAN AMENDMENT:GPA 2022-0001ZONE CHANGE: ZC 2022-0002COMMERCIAL DESIGN REVIEW:CDR 2022-0012REVIEW NO: 2021-03 (REVIEW DATE: 09/21/22)11/02/22ISSUED 04/17/23PLANNING CORRECTION11/09/23PLANNING CORRECTION03/14/24ISSUED09/25/24REVISION10/23/24PLANNING CORRECTION 12/17/24FIRE DEPT. CORRECTION 01/13/25WALL REVISION-REVISION 02/03/25GEMINVESTMENTS,LLCMR. GUYSELLECK, C/OROME HILLCOMMERCIALA-1COVER SHEETROME HILLCOMMERCIAL18282 GRAND AVENUELAKE ELSINORE CA9253024356City of Lake ElsinoreCity Council ApprovalNovember 18, 2025By: Damaris AbrahamCity of Lake ElsinorePlanning Commission ApprovalOctober 21, 2025By: Damaris Abraham
BLDG #1R 24' - 0"R 34' - 6"R 45' - 0"FIRE TRUCK TURNING RADIUSGRAND AVENUEBLDG #2(FUTURE)170160VACANT LAND(ZONING'C-1/C-P')VACANT LAND(ZONING 'W-1')VACANT LAND(ZONING 'W-1')VACANT LAND(ZONING 'W-1')VACANT LAND(ZONING 'W-1')VACANT LAND(ZONING 'W-1')VACANT LAND(ZONING 'W-1')VACANT LAND(ZONING 'W-1')VACANT LAND(ZONING 'W-1')VACANT LAND(ZONING 'W-1')VACANT LAND(ZONING 'W-1')VACANT LAND(ZONING 'W-1')VACANT LAND(ZONING 'W-1')VACANT LAND(ZONING 'R')VACANT LAND(ZONING 'R-3')VACANT LAND(ZONING 'R-3')VACANT LAND(ZONING 'R-3')VACANT LAND(ZONING 'R-3')EXISTINGBUILDING IN(ZONING 'W-1')VACANT LAND(ZONING 'R-3')EXISTINGBUILDING IN(ZONING 'R-3')EXISTINGBUILDING IN(ZONING 'R-3')EXISTING BUILDINGIN (ZONING 'C-1/C-P')225.01'N36°30'09E1081.00'N53°30'43E75.00'225.22'1059.70'195'420.16'194.93'N53°29'52W0128A01R 24' - 0"R 45' - 0"R 2 4 ' - 0 "R 45' - 0"0202191301.00'80' - 0"20' - 0"20' - 0"20' - 0"40' - 0"20' - 0"20' - 0"14' - 0"14' - 0"011703092228' - 0"2957530613' - 8 15/16"232323232323B23B23A23A23B40-FOOT EMERGENCY FIRE ACCESS EASEMENTR 24' - 0"R 45' - 0"24010121210625212426A-5226191927192715227275A+/- 93' - 9"+/- 93' - 9"+/- 93' - 9"+/- 147' - 6"150.22'LOT-1LOT-2+/- 1301' - 0"SUITE 101SUITE 102SUITE 201SUITE 2021A-131A-13A-91A-9523A( NEW 6'-0" H. SPLIT FACE CMU WALL)+/- 567' - 8 5/16"225' - 0"( NEW 6'-0" H. SPLIT FACE CMU WALL)885' - 0"A-91145' - 0"8' - 0"8' - 0"55' - 0"30°60°90°120°150°180°90°SEMI- TRUCKTURNINGRADIUS45 FOOTSEMI- TRUCKTURNING RADIUS55 FOOTA-61(EXISTING CMU WALL)+/- 719' -6"31310208091516314041495065586682839192104119107120135151139105 1066828' - 0 1/16"9010011014014517312328A28A28A323240' - 0"19A12' - 0 1/16"323232323240' - 0"R 24' - 0"R 45' - 0"R 24' - 0"R 4 5 ' - 0 "R 24' - 0"R 45' - 0"R 24' - 0"R 45' - 0"R 24' - 0"R 45' - 0"R 24' - 0"R 4 5 ' - 0 "R 24' - 0"R 24' - 0"R 45' - 0"R 2 4 ' - 0 "R 45' - 0"R 24' - 0"R 45' - 0"09090909TRUE NORTHREFERENCE NORTH421'-8" ( NEW 6'-0" H.WROUGHT IRON FENCE)150'-0" ( NEW 6'-0" H. CMU WALL)75'-0" ( NEW 6'-0" H. W.I. FENCE)23BA-2136' - 0"TYPE C TRUCKLOADING12'-0" x 55'-0" x14'-0" CLR. HEIGHT55' - 0"12' - 0"60' - 0"60' - 0"60' - 0"SETBACK10' - 0"SETBACK10' - 0"2523B135' - 5 7/8"SETBACK10' - 0"FIRE TRUCK45' - 0"220' - 0"256' - 0"149' - 0"293059' - 0"50' - 0"38' - 0"14' - 0"24' - 6"11' - 6"21' - 0"9' - 0"352534COUNTY JURISDICTIONBOUNDARYCOUNTY JURISDICTIONCITY JURISDICTION24' - 0"15' - 0"PHASE - IPHASE - IIPHASE IIPHASE I10' - 0"205' - 0"28' - 0"69FUTURE1830140SITE 1489' - 0"SITE 2811' - 8 1/16"SITE 2 (FUTURE)811' - 7 1/8"PROJECT DATAPROJECT DESCRIPTION:PROPOSE NEW TWO 2-STORY COMMERCIAL BUILDINGS WITH OFFICES AND WAREHOUSESAPN: 371-150-017. (CITY OF LAKE ELSINORE)SITE ZONING : R-3 (HIGH DENSITY RESIDENTIAL). PROPOSED: C-M (COMMERCIAL MANUFACTURING)GENERAL LAND USE:LAKE ELSINORE SPECIFIC PLAN:LAND USE DESIGNATION: LIMITED INDUSTRIAL (LI)ZONE: COMMERCIAL MANUFACTURING (C-M)BUILDING SETBACK REQUIREMENTS FOR C-M (LEMC 17.132.070)FRONT YARD: AVERAGE 20', BUT NOT LESS THAN 15'SIDE & REAR YARDS: NO SETBACK REQUIRED EXCEPT ADJACENT TO A PUBLIC RIGHT-OF-WAY OR ARESIDENTIAL USE. THEN MIN. OF 15' REQUIRED.BUILDING HEIGHT (LEMC 17.132.080)HEIGHT: 45' MAXIMUMGROSS AREA = 294,674 SF (+/- 6,76 ACRES). 2 LOT COMBINED: LOT 1 = +/- 196,442 SF (4.50 ACRES) ANDLOT 2 = +/- 98,232 SF (2.26 ACRES).LOT AREA AFTER 9 FEET DEDICATION (2,025 SF) AT FRONT = 294,674 SF - 2,025 SF = 292,649 SF ( +/-6.72ACRES)USES: B- OFFICE, S-1- WAREHOUSECONSTRUCTION TYPE: II-B, SPRINKLERED: YES, FOR BUILDINGSBUILDINGS: BUILDING NUMBER OF STORY = 2 STORY HEIGHT = 24'-0" ABOVE FIRST FLOORSITE IN PHASE I: AREA = +/- 136,943 SF. (3.14 ACRES)BUILDING 1: (SUITE 101 & 102)- PHASE ISUITE 101:FIRST FLOOR:OFFICE = 894 SFWAREHOUSE = +/-21,496 SFSECOND FLOOR:OFFICE = 748 SF,TOTAL SUITE 101 = 22,390 SF + 748 SF = 23,138 SFOCCUPANTS PER CBC TABLE 1004.5 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANTBUSSINESS: 1 OCCUPANT PER 150 S.F. WAREHOUSE: 1 OCCUPANT PER 500 S.F.894 S.F./150 = 5.96 OR 6 OCCUPANTS. 21,496 S.F./500 = 42.992 OR 43 OCCUPANTS748 SF/150 = 4.98 OR 5 OCCUPANTSTOTAL OCCUPANTS = 6 + 43 + 5= 54 OCCUPANTSSUITE 102:FIRST FLOOR:OFFICE = 894 SFWAREHOUSE = +/-21,496 SFSECOND FLOOR:OFFICE = 748 SF,TOTAL SUITE 102 = 22,390 SF + 748 SF = 23,138 SFOCCUPANTS PER CBC TABLE 1004.5 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANTBUSSINESS: 1 OCCUPANT PER 150 S.F. WAREHOUSE: 1 OCCUPANT PER 500 S.F.894 S.F./150 = 5.96 OR 6 OCCUPANTS. 21,496 S.F./500 = 42.992 OR 43 OCCUPANTS748 SF/150 = 4.98 OR 5 OCCUPANTSTOTAL OCCUPANTS = 6 + 43 + 5= 54 OCCUPANTSTOTAL SUITES 101 + 102 = 23,138 SF + 23,138 SF = +/-46,276 SFSITE IN PHASE II: AREA = 292,649 SF - 136,943 SF. = +/- 155,706 (3.57 ACRES)BUILDING 2: (SUITE 201 & 202) - PHASE II (FUTURE)SUITE 201:FIRST FLOOR:OFFICE = 894 SFWAREHOUSE = +/-21,600 SFSECOND FLOOR:OFFICE = 748 SF,TOTAL SUITE 201 = 22,494 SF + 748 SF = 23,242 SFOCCUPANTS PER CBC TABLE 1004.5 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANTBUSSINESS: 1 OCCUPANT PER 150 S.F. WAREHOUSE: 1 OCCUPANT PER 500 S.F.894 S.F./150 = 5.96 OR 6 OCCUPANTS. 21,600 S.F./500 = 43.2 OCCUPANTS748 SF/150 = 4.98 OR 5 OCCUPANTSTOTAL OCCUPANTS = 6 + 44 + 5= 55 OCCUPANTSSUITE 202:FIRST FLOOR:OFFICE = 894 SFWAREHOUSE = +/-21,600 SFSECOND FLOOR:OFFICE = 748 SF,TOTAL SUITE 202 = 22,494 SF + 748 SF = 23,242 SFOCCUPANTS PER CBC TABLE 1004.5 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANTBUSSINESS: 1 OCCUPANT PER 150 S.F. WAREHOUSE: 1 OCCUPANT PER 500 S.F.894 S.F./150 = 5.96 OR 6 OCCUPANTS. 21,600 S.F./500 = 43.20 OR 44 OCCUPANTS748 SF/150 = 4.98 OR 5 OCCUPANTSTOTAL OCCUPANTS = 6 + 44 + 5= 55 OCCUPANTSTOTAL SUITES 201 + 202 = 23,242 SF + 23,242 SF = +/-46,484 SF.PHASE I AND II:TOTAL FIRST FLOOR = +/-89,768 SF & SECOND FLOOR OFFICETOTAL BUILDING AREA = +/- 92,760 SFBUILDING COVERAGE = +/- 89,768 S.F. (30.67 %)LANDSCAPE = +/- 89,233 S.F. ( 30.49 %)ASPHALT PAVING(HARDSCAPE)= +/-113,648 S.F. (38.84 %)TOTAL = 292,649 S.F. (100%)TOTAL OFFICE = 3,575 SF + 2,992 SF = 6,568 SFTOTAL WAREHOUSE =+/- 86,192 S.F.FAR: 0.45 MAX ALLOWED FOR LIGHT INDUSTRIAL GENERAL PLAN LAND USE DESIGNATIONACTUAL FAR = 92,760 SF/292,549 SF = 0.317 < 0.45 MAX. ALLOWEDLANDSCAPE AREA:MIN. LANDSCAPE AREA = 12%. ACTUAL LANDSCAPE AREA IS +/- 30.49>12% MIN.WASTE/RECYCLE AREA TRASH ENCLOSURE WITH ONE 3-YARD NON-HAZARDOUS WASTE BIN & ONE 3YARD RECYCLABLE BIN. SOLID WASTE BINS PROVIDED = 3 CUBIC YARD BIN RECYCLE BINS PROVIDED = 3CUBIC YARD BINPARKING PROVIDED: PARKING IN ACCORDANCE WITH SECTION 17.148.030.B. OF LEMCONE SPACE PER 250 S.F. OF OFFICE,PARKING SPACE REQUIRED FOR BUILDING 1:OFFICE AREA =2 X 1,642 SF. 2 X 1,642 SF/250 = 2 X 6.568 = 13,136 OR 14 SPACESWARE HOUSE AREA = 2 X 21,496 SF. (2 X 21,496 SF)- 20,000 SF = 42,992 SF - 20,000 SF = 22,992 SFTHEREFORE, 20,000/400 + 22,992/1000 = 50 + 22.992 = 72.992 OR REQUIRES 73.TOTAL REQUIREMENT = 14 + 73 = 87 SPACESPHASE - I: PROVIDED 82 SPACES WITH 10 ADA ACCESSIBLE SPACES WITH 4 ADA VAN ACCESSIBLE SPACES(12'-0" x 18'MIN.) , 5 EVCS STANDARD 9' x 18' AND 5 EVCS AMBULATORY 12' x 18'.BICYCLE PARKING: BICYCLE PARKING SPACES: 8 BIKE RACKS. BUILDING 1 AND 2:TOTAL OFFICE AREA = 6,568 SF/250 = 6,568/250 = 26.272 OR REQUIRES 27 SPACESCOMMERCIAL MANUFACTURING DISTRICT,ONE PARKING SPACE SHALL BE PROVIDED FOR EACH 400 SQUARE FEET OF UNIT AREA UP TO 20,000SQUARE FEET, PLUS ONE SPACE FOR EACH 1,000 SQUARE FEET OF UNIT AREA OVER 20,000 SQUARE FEET,PLUS ONE SPACE FOR EACH 1,000 SQUARE FEET OF OUTSIDE SALES, DISPLAY OR STORAGE AREA.(92,760 SF-6,568 SF) - 20,000 S.F. = 66,192 S.F. THEREFORE, 20,000/400 + 66,192/1000 = 50 + 66.192 =116.192 OR REQUIRES 117. TOTAL REQUIREMENT = 27 + 117 = 144 SPACESACCESSIBLE STALL REQUIRED PER CBC TABLE 11B-208.2 AND 11B-502.2:101 TO 150.....................................5 REQUIRED, INCLUDING 1 VAN ADA ACCESSIBLE SPACE151 TO 200.....................................6 REQUIRED, INCLUDING 1 VAN ADA ACCESSIBLE SPACE201 TO 300.....................................7 REQUIRED, INCLUDING 2 VAN ADA ACCESSIBLE SPACES6 ADA ACCESSIBLE REQUIRES 1 ADA VAN ACCESSIBLE SPACES.7 TO 12 ADA ACCESSIBLE REQUIRES 2 ADA VAN ACCESSIBLE SPACES.PROVIDED: 173 SPACES INCLUDING 10 ADA ACCESSIBLE SPACES WITH 4 ADA VAN ACCESSIBLE SPACES(12'-0" x 18'MIN.) , 5 EVCS STANDARD 9' x 18' AND 5 EVCS AMBULATORY 12' x 18'.BICYCLE PARKING: BICYCLE PARKING SPACES: 8 BIKE RACKS. (1) TYPE B LOADING SPACE (12' x 40' x 14'-0" H. CLEARANCE) NOT REQUIRED FOR SUITE (7,500- 15,000 SF)FOR SUITE 101,102,201,202REQUIRES (0) TYPE C LOADING SPACE (12' x 55' x 14'-0" H. CLEARANCE) FOR SUITE (40,000- 50,000 SF)PER SECTION 17.148.050 OF LEMCEVCS NOTESEVCS NOTE: ( SEE NOTE 33A, 33B, 33C AND 33D OF SITE PLAN NOTE)1. "EVCS" TEXT SHOWN AS BEING WRITTEN ON THE PAVED SURFACE OF DESIGNATED PARKING SPACES ARE SHOWN ONLY FOR THEPURPOSE OF SHOWING THE SPACES WHERE THERE IS UNDERGROUND AND/OR SURFACE MOUNTED RACEWAYS NECESSARY FORTHE SUPPORT OF FUTURE EV CHARGING EQUIPMENT.2. APPROPRIATE TEXT WILL BE PAINTED ON THE PAVEMENT OF THE PARKING SPACE AT THE TIME THAT THE EQUIPMENT FOR THECHARGING IS ACTUALLY INSTALLED.SITE PLAN KEY NOTES1. LANDSCAPING.2. TRASH ENCLOSURE W/ ONE 3-YD. NON-HAZARDOUS WASTE BIN & ONE 3-YD. NON-HAZARDOUS RECYCLABLE BIN. WITH ROOF.3. PARKING.4. ACCESSIBLE PARKING4C. 9'-0" WIDE ELECTRIC VEHICLE CHARGING STATION PARKING5. FIRE HYDRANTS.5A. EXISTING FIRE HYDRANT 5B. FIRE SPRINKLER RISER6. (N) 8'-0" H. WROUGHT IRON FENCE.7. FLAG POLE7A. MONUMENT SIGN8. BOLLARD KEYPAD.8A LIGHT POLES, WALL MOUNTED LIGHT, OR BOLLARD LIGHT, SEE CONCEPTUAL LIGHT PLANS9. 4'-0" W. MIN. ACCESSIBLE PATH OF TRAVEL TO PUBLIC WAY, SEE DISABLED ACCESS NOTES.10. 5'-0" x 5'-0" LEVEL LANDING. SEE DISABLED ACCESS NOTES.10A. DETECTABLE WARNING SURFACE11. ASSUMED PROPERTY LINE, PER CBC 503.3.12. BUILDING ADDRESS NUMBERS TO BE PROVIDED ON THE FRONT OF ALL BUILDINGS & SHALL BE VISIBLE & LEGIBLE FROM STREETFRONTING THE PROPERTY. NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND.13. PROVIDE A BOX KEY.AS REQUIRED BY FIRE CODE 902.4. LOCATION AT MAN ENTRANCE/EXIT. KEY BOX TO BE DESIGNED PERCOUNTYFIRE DEPT. REGULATIONS. MOUNT ON WALL OR FENCE.14. RAMPS SHALL NOT ENCROACH INTO ANY.ACCESSIBLE PARKING SPACE OR THE ADJACENT .ACCESS SITE.15. PROVIDE A KNOX BOX (FIRE. DEPT. LOCK BOX) AT THE OFFICE. BOX TO CONTAIN 4 SETS OF BUILDING M.ASTER KEYS, FIRE ALARMPANEL KEYS. BOX TO BE MOUNTED AT 6' M.AX. ABOVE WALLS.16. FIRE SIGNS- "NO PARKING" SIGNS FOR FIRE LANE ARE REQUIRED WITH IN 90'-0" TYPICAL, 100'-0" MAX. SPACING.17. SITE LIGHTING-WALL OR SURFACE MOUNTED. SEE ELEV. AND ELEC. DWGS. CAN BE REACHED WITHIN 75 FEET OF TRAVEL.18. TRUCK DOCK19. 2 BICYCLE SPACES. BIKE RACKS 19A. ENHANCED CONCRETE TEXTURE20. 12" WIDE CONCRETE STRIPE PAVING BETWEEN PARKING AND LANDSCAPE AREA21. LID WQ BASIN. SEE CIVIL PLANS22. ACCESS ROAD (AT EARTH FAULT LINE WITH 25 FEET SETBACK.)23. 5'-0" TO 6'-0" H. (E) CMU WALL AT PROPERTY LINES23A. 6'-0" H. (N) SPLIT FACE CMU WALL AT THE PROPERTY LINES. SEE LANDSCAPE PLAN FOR EXISTING AND NEW.23B. 6'-0" (N) WROUGHT IRON.24. 40'-0" WIDE (DOUBLE 20'-0" WIDE) x 7'-0" H. WROUGHT IRON GATE FIRE EMERGENCY FIRE DEPARTMENT ACCESS WITH KNOX BOX.SEE NOTE #1525. 3'-0" W. x 7'-0" H. WROUGHT IRON SWINGING GATE.26. 26'-0" MIN. WIDE FIRE LANE.26. DECORATIVE COLOR PAVEMENT AT DRIVEWAY ENTRY TO BE STAMPED CONCRETE PAVEMENT, 20'-0" MIN.27. EVCS PARKING TO HAVE EV CHARGER READY. INSTALL UNDERGROUND CONDUIT FOR FUTURE INSTALLATION OF EV CHARGER28. 12' x 14' H. CLEARANCE LOADING FOR SEMI-TRAILER OR TRUCK.28A. 12' x 55' x 14' H. CLEARANCE LOADING FOR SEMI-TRAILER OR TRUCK. 10% SLOPE TRUCK DOCK(EDGE DOCK INSTALLED WITH "EDGE-O-DOCK" BY KELLEY).29. INFILTRATION BASIN, SEE CIVIL DRAWINGS.30 FLOW OUTLET, SEE CIVIL DRAWINGS.31. ASPHALT PAVER OVER EASEMENT.32. 42" H. GUARDRAIL.33A. PARKING MARKED 'CLEAN AIR/VAN POOL/EV' DESIGNATED FOR ANY COMBINATION OF LOW-EMITTING, FUEL-EFFICIENT ANDCARPOOL/VAN POOL VEHICLES OR CLEAN AIR VEHICLE (CAV) PER CALGREEN CODE TABLE 5.106.5.233B. PARKING MARKED 'EVCS' DESIGNATED FOR EV PARKING WITH CHARGER AND SIGN (WITH UNDERGROUND ELECTRICALCONDUIT AND CHARGER INSTALLED OR 'EVSE-INSTALLED'. INSTALL A MINIMUM NUMBER OF LEVEL 2 EV CHARGING STATIONS.SIGN IS NOT REQUIRED IF FEWER THAN 4 EVCS PROVIDED PER CBC 11B-812.8.1 ). SEE DETAIL33C. PARKING MARKED 'EVSE' DESIGNATED FOR FUTURE ADA ACCESSIBLE EV PARKING WITH FUTURE CHARGER AND SIGN (EV READYWITH UNDERGROUND ELECTRICAL CONDUIT AND EVSE READY OUTLET INSTALLED-INSTALL ELECTRICAL PANEL CAPACITY ANDRACEWAY WITH CONDUIT TO TERMINATE IN A JUNCTION BOX OR 240-VOLT CHARGING OUTLET (TYPICAL CLOTHING DRYEROUTLET).33D. PARKING DESIGNATED FOR CLEAN-AIR VEHICLE (CAV) AND EV CAPABLE ONLY WITH FUTURE CHARGER AND SIGN (IF 4 OR MORE EVSPACES) INSTALLED (ELECTRICAL CONDUIT ONLY INSTALLED- 'EV-CAPABLE' INSTALL ELECTRICAL PANEL CAPACITY WITH ADEDICATED BRANCH CIRCUIT AND A CONTINUOUS RACEWAY FROM THE PANEL TO THE FUTURE EV PARKING SPOT.) SEE DETAIL34. NDS TUFFTRACK CROSS ROAD PAVER. SEE LANDSCAPE PLAN35. BASIN SLOPE TO BE 4:1, SEE CIVIL DRAWINGS.CODE ANALYSIS3BLDG. JUSTIFICATIONS- CBCBLDG.AREA PERFLOOR(S.F.)TOTALAREAOCCUPANCY(SEC. 302)CONSTRUCTIONTYPE (SEC. 602 )SPRINKLERED(YES/NO)ALLOWABLEBASIC AREA ,S.F. (TABLE506.2)(NOSPRINKLERED)NUMBER OFSTORIES(TABLE 504.4)(NOSPRINKLERED)(If)ALLOWABLEAREAINCREASE DUETO STREETFRONTAGE(SEC. 506.2)ALLOWABLE AREAINCREASE DUE TO FIRESPRINKLERED FORBLDG. WITH ONESTORY (*) & MORETHAN 1 STORIESABOVE GRADE(SEC. 504.3)COM-PLIANCE(YES/NO)STE.-101&102-1ST. FLR.-OFFICEII-B YES 23,000 S.F. 3 & (55'-0" MAX.)ALLOWABLEHEIGHT ANDSTORYINCREASEDUE TOSPRINKLERED(SEC. 504.2)N/A 92,000 (*)/ 69,000 4 & (75'-0" MAX.)894 & 894II-BBS-121,496 & 21,496YES 17,500 S.F. 2 & (55'-0" MAX.)YESNOTE:903.3.1.1 NFPA 13 sprinkler systems. Where the provisions of this code require that a building or portion thereof be equipped throughout with an automatic sprinklersystem in accordance with this section, sprinklers shall be installed throughout in accordance with NFPA 13 except as provided in Section 903.3.1.1.1.ALLOWABLEAREAINCREASEDUE TOFRONTAGEANDSPRINKLEREDN/ASTE.-101&102-1ST.-WAREHOUSEN/A(*) ONE STORY ABOVE GARDE70,000 (*)/ 52,500 3 & (75'-0" MAX.) YES-II-B-YES-23,000 S.F. N/A-YES-N/A-STE. 101&102-2ND. -OFFICE 748 & 748B-3 & (55'-0" MAX.)- -92,000 (*)/ 69,000-4 & (75'-0" MAX.)-BLDG. 1 (PHASE - I)BLDG. 2 (PHASE - II)STE.-201&202-1ST. FLR.-OFFICEII-B YES 23,000 S.F. 3 & (55'-0" MAX.) N/A 92,000 (*)/ 69,000 4 & (75'-0" MAX.)II-BBS-1 YES 17,500 S.F. 2 & (55'-0" MAX.)YESN/ASTE.-201&202-1ST.-WAREHOUSEN/A70,000 (*)/ 52,500 3 & (75'-0" MAX.) YES-II-B-YES-23,000 S.F. N/A-YES-N/A-STE. 201&202-2ND. -OFFICEB-3 & (55'-0" MAX.)- -92,000 (*)/ 69,000-4 & (75'-0" MAX.)-894 & 89421,600 & 21,600748 & 748DEDICATION9' - 0"26' - 0"18' - 0"15' - 0"6' - 0"3' - 0"9' - 0"6' - 2"6' - 6"18' - 0"9' - 0"18' - 0"15' - 0"9' - 0"9' - 0"9' - 0"R 24' - 0"R 34' - 6"R 45' - 0"21' - 0"6' - 0"7A36' - 0"26' - 0"SUITE 102OVERHANG3' - 0"6' - 0"6' - 0"6' - 0"34225.01'N53°29'52W15' - 0"PHASE - I 1" = 50'-0"4SITECLIENTPROJECT TITLESHEET TITLESIGN BYDELTA REVISION DATEDATE:JOB NUMBER05/16/2219-8871901 NEWPORT BLVD.SUITE 350.COSTA MESA, CA 92626JCRAIGM@GMAIL.COMSTUDIOM.JCMA@GMAIL.COMO. 714-305-9619THIS DRAWING AND ITS CONTENTS AREINSTRUMENTAL OF SERVICE AND ARETHE COPY RIGHTED PROPERTY OF J.CRAIG MANN ARCHITECT. THE USE OF ISEXPRESSLY INTENDED FOR THEPROJECT NOTED BELOW AND MAY NOTBE REUSED OR REPRODUCED IN WHOLEOR IN PART WITHOUT THE WRITTENPERMISSION OF J. CRAIG MANN.ARCHITECTURE . PLANNING . INTERIORARCHITECTGRAND AVENUE ( AT VAIL STREET)LAKE ELSINORE, CA 92530TRACT: 3846 & LOT: 268 BUILDERSMAX INC.18282 GRAND AVENUE LAKE ELSINORE CA925301207 N. E STREETANAHEIM, CA 92805P: 877.405.1110WWW.BUILDERSMAX.COMNo. C 17030Exp. 01-31-26LICENSEDARCHIT E TC S T A TEOFCALIFORNIAJ.CRAIGMANNPLANNING APPLICATION NO: PA 2021-19GENERAL PLAN AMENDMENT:GPA 2022-0001ZONE CHANGE: ZC 2022-0002COMMERCIAL DESIGN REVIEW:CDR 2022-0012REVIEW NO: 2021-03 (REVIEW DATE: 09/21/22)11/02/22ISSUED 04/17/23PLANNING CORRECTION11/09/23PLANNING CORRECTION03/14/24ISSUED09/25/24REVISION10/23/24PLANNING CORRECTION 12/17/24FIRE DEPT. CORRECTION 01/13/25WALL REVISION-REVISION 02/03/25GEMINVESTMENTS,LLCMR. GUYSELLECK, C/OROME HILLCOMMERCIALA-2SITE PLANSITE PLAN12A2BBASIN AREACity of Lake ElsinoreCity Council ApprovalNovember 18, 2025By: Damaris AbrahamCity of Lake ElsinorePlanning Commission ApprovalOctober 21, 2025By: Damaris Abraham
BLDG #1R 24' - 0"R 34' - 6"R 45' - 0"FIRE TRUCK TURNING RADIUSGRAND AVENUEBLDG #2175170VACANT LAND(ZONING'C-1/C-P')VACANT LAND(ZONING 'W-1')VACANT LAND(ZONING 'W-1')VACANT LAND(ZONING 'W-1')VACANT LAND(ZONING 'W-1')VACANT LAND(ZONING 'W-1')VACANT LAND(ZONING 'W-1')VACANT LAND(ZONING 'W-1')VACANT LAND(ZONING 'W-1')VACANT LAND(ZONING 'W-1')VACANT LAND(ZONING 'W-1')VACANT LAND(ZONING 'W-1')VACANT LAND(ZONING 'W-1')VACANT LAND(ZONING 'R')VACANT LAND(ZONING 'R-3')VACANT LAND(ZONING 'R-3')VACANT LAND(ZONING 'R-3')VACANT LAND(ZONING 'R-3')EXISTINGBUILDING IN(ZONING 'W-1')VACANT LAND(ZONING 'R-3')EXISTINGBUILDING IN(ZONING 'R-3')EXISTINGBUILDING IN(ZONING 'R-3')EXISTING BUILDINGIN (ZONING 'C-1/C-P')225.01'N36°30'09E1081.00'N53°30'43E75.00'225.22'1059.70'195'420.16'194.93'N53°29'52W0128A01R 24' - 0"R 45' - 0"R 2 4 ' - 0 "R 45' - 0"0202191301.00'80' - 0"20' - 0"20' - 0"20' - 0"40' - 0"20' - 0"20' - 0"14' - 0"14' - 0"011703092228' - 0"3360560613' - 8 15/16"232323232323B23B23A23A23B40-FOOT EMERGENCY FIRE ACCESS EASEMENTR 24' - 0"R 45' - 0"2401012121062521242626191927192715927275A+/- 93' - 9"+/- 93' - 9"+/- 93' - 9"+/- 147' - 6"150.22'LOT-1LOT-2+/- 1301' - 0"SUITE 101SUITE 102SUITE 201SUITE 20223A( NEW 6'-0" H. SPLIT FACE CMU WALL)+/- 567' - 8 5/16"225' - 0"( NEW 6'-0" H. SPLIT FACE CMU WALL)885' - 0"(EXISTING CMU WALL)+/- 719' -6"313102080915163443445253686169848599101113126116127142158144114 1157028' - 0 1/16"90100109 12014015018013028A28A28A323240' - 0"19A12' - 0 1/16"32323232323240' - 0"R 24' - 0"R 45' - 0"R 24' - 0"R 4 5 ' - 0 "R 24' - 0"R 45' - 0"R 24' - 0"R 45' - 0"R 24' - 0"R 45' - 0"R 24' - 0"R 4 5 ' - 0 "R 24' - 0"R 24' - 0"R 45' - 0"R 2 4 ' - 0 "R 45' - 0"R 24' - 0"R 45' - 0"09090909TRUE NORTHREFERENCE NORTH421'-8" ( NEW 6'-0" H.WROUGHT IRON FENCE)150'-0" ( NEW 6'-0" H. CMU WALL)75'-0" ( NEW 6'-0" H. W.I. FENCE)23B36' - 0"60' - 0"60' - 0"60' - 0"SETBACK10' - 0"SETBACK10' - 0"2523B135' - 5 7/8"FIREMAN'S HOSE FROM TRUCKTO MIDPOINT OF BUILDING, 150'MAX. EACH DIRECTIONSSETBACK10' - 0"FIRE TRUCK45' - 0"220' - 0"256' - 0"149' - 0"293059' - 0"50' - 0"38' - 0"14' - 0"24' - 6"11' - 6"21' - 0"9' - 0"35150' MAX.150' MAX.HOSE PULL3' - 6"145' - 0"3' - 0"145' - 0"3' - 0"145' - 0"FIRE HYDRANT145' - 6"3' - 6"65' - 0"65' - 0"145' - 6"145' - 6"3' - 0"2525253425FIREMAN'S HOSE FROM TRUCKTO MIDPOINT OF BUILDING, 150'MAX. EACH DIRECTIONSFIREMAN'S HOSE FROM TRUCKTO MIDPOINT OF BUILDING, 150'MAX. EACH DIRECTIONS21' - 0"120' - 0"22' - 0"COUNTY JURISDICTIONBOUNDARYCOUNTY JURISDICTIONCITY JURISDICTIONBASIN AREAPHASE IIPHASE IPHASE - IPHASE - II(FUTURE)FUTUREVEHICULAR GATE NOTESA1. PRIOR TO BUILDING PERMIT ISSUANCE, THE APPLICANT OR DEVELOPER SHALL PROVIDE FIREHYDRANTS IN ACCORDANCE WITH THE FOLLOWING:a. PRIOR TO PLACING ANY COMBUSTIBLES ON SITE, PROVIDE AN APPROVED WATER SOURCE FORFIREFIGHTING PURPOSES.b. PRIOR TO BUILDING PERMIT ISSUANCE, SUBMIT PLANS TO THE WATER DISTRICT FOR A WATERSYSTEM CAPABLE OF DELIVERING FIRE FLOW AS REQUIRED BY THE CALIFORNIA FIRE CODE ANDFIRE DEPARTMENT STANDARDS. FIRE HYDRANTS SHALL BE SPACED IN ACCORDANCE WITH THECALIFORNIA FIRE CODE. HYDRANTS MUST PRODUCE THE REQUIRED FIRE FLOW PER THECALIFORNIA FIRE CODE.c. FIRE FLOW SHALL BE DETERMINED BY THE BUILDING OF THE SINGLE LARGEST SQUARE FOOTAGE.THE MINIMUM FIRE FLOW IS ESTIMATED TO BE 2375 GPM AT 20 PSI FOR A 2-HOUR DURATION,PER THE 2022 CALIFORNIA FIRE CODE. SPECIFIC FIRE FLOW WILL BE DETERMINED WHEN ACTUALSQUARE FOOTAGE AND CONSTRUCTION TYPE ARE PROVIDED.2. IN ALL NEW BUILDINGS AND STRUCTURES WHICH ARE 5,000 SQUARE FEET OR GREATER, ANAPPROVED AUTOMATIC SPRINKLER SYSTEM SHALL BE PROVIDED REGARDLESS OF OCCUPANCYCLASSIFICATION. WHERE SECTIONS 903.2.1-903.2.21 OF THE CALIFORNIA FIRE CODE HAVE MORERESTRICTIVE REQUIREMENTS THAN THOSE LISTED BELOW, THE MORE RESTRICTIVE REQUIREMENTSSHALL TAKE PRECEDENCE.3. PRIOR TO BUILDING PERMIT ISSUANCE, INSTALL THE APPROVED WATER SYSTEM AND CONTACTTHE FIRE DEPARTMENT FOR A VERIFICATION INSPECTION.4. GATES MUST MEET FIRE DEPARTMENT STANDARDS AT THE TIME OF BUILDING PERMITAPPLICATION.5. FIRE APPARATUS ACCESS: THE CALIFORNIA FIRE CODE REQUIRES FIRE APPARATUS ACCESS TOWITHIN 300 FEET OF ALL PORTIONS OF ALL BUILDINGS. WHERE APPARATUS ACCESS ROADSEXCEED 300 FEET IN LENGTH, AN APPROVED TURNAROUND IS REQUIRED.6. PROJECT ACCESS LOOKS TO FALL WITHIN A FLOOD-PLAIN AREA. FIRE DEPARTMENT ACCESSROADS SHALL BE ALL-WEATHER CONSTRUCTION, MEANING THAT THEYSHALL BE AVAILABLE DURING ANY INCLEMENT WEATHER EVENT. PLEASE VERIFY THAT ALL ACCESSROADS SHALL REMAIN OPEN AND ACCESSIBLE IN THE OCCURRENCE OF FLOOD CONDITIONS.7. IF A PARCEL MERGER IS NOT PROPOSED, EACH PARCEL SHALL HAVE INDEPENDENT ACCESS TOTHE CIRCULATING ROADWAY. SHARED ACCESS SHALL BE DOCUMENTED, AND RECIPROCALACCESS AGREEMENTS OR DEDICATED ACCESS SHALL BE ESTABLISHED.8. FIRE APPARATUS ACCESS ROADS SHALL HAVE AN UNOBSTRUCTED WIDTH OF NOT LESSTHAN TWENTY-FOUR (24) FEET AS APPROVED BY THE OFFICE OF THE FIRE MARSHAL. THEOUTSIDE TURNING RADIUS SHALL BE A MINIMUM OF 38', EXCLUDING PARKING. IF STREETPARKING IS TO BE PROPOSED, THE ADDITIONAL WIDTH SHALL BE COORDINATED WITH THEENGINEERING DEPARTMENT TO ACCOMMODATE THE NECESSARY ADDED STREET WIDTH.9. THE FIRE APPARATUS ACCESS ROAD SHALL BE OF ALL-WEATHER SURFACE AND CAPABLE OFSUSTAINING AN IMPOSED LOAD OF 85,000 LBS. GVW. THE FIRE APPARATUS ACCESS ROADSHALL BE REVIEWED AND APPROVED BY THE OFFICE OF THE FIRE MARSHAL AND IN PLACEDURING THE TIME OF CONSTRUCTION. (CFC 501.4)10. ROADS AND GATES MUST MEET ENGINEERING DEPARTMENT AND FIREDEPARTMENT STANDARDS AT THE TIME OF BUILDING PERMIT APPLICATION. CURRENTSTANDARDS REQUIRE THAT DEAD-END ROADS DO NOT EXCEED 1320 FEET IN LENGTH.11. THE PROPOSED GENERAL PLAN AMENDMENT DOES NOT CREATE ANYIDENTIFIABLE CHANGE IN IMPACT TO FIRE AND LIFE SAFETY.SITE PLAN KEY NOTES1. LANDSCAPING.2. TRASH ENCLOSURE W/ ONE 3-YD. NON-HAZARDOUS WASTE BIN & ONE 3-YD. NON-HAZARDOUS RECYCLABLE BIN. WITH ROOF.3. PARKING.4. ACCESSIBLE PARKING4C. 9'-0" WIDE ELECTRIC VEHICLE CHARGING STATION PARKING5. FIRE HYDRANTS.5A. EXISTING FIRE HYDRANT 5B. FIRE SPRINKLER RISER6. (N) 8'-0" H. WROUGHT IRON FENCE.7. FLAG POLE7A. MONUMENT SIGN8. BOLLARD KEYPAD.8A LIGHT POLES, WALL MOUNTED LIGHT, OR BOLLARD LIGHT, SEE CONCEPTUAL LIGHT PLANS9. 4'-0" W. MIN. ACCESSIBLE PATH OF TRAVEL TO PUBLIC WAY, SEE DISABLED ACCESS NOTES.10. 5'-0" x 5'-0" LEVEL LANDING. SEE DISABLED ACCESS NOTES.10A. DETECTABLE WARNING SURFACE11. ASSUMED PROPERTY LINE, PER CBC 503.3.12. BUILDING ADDRESS NUMBERS TO BE PROVIDED ON THE FRONT OF ALL BUILDINGS & SHALL BE VISIBLE & LEGIBLE FROM STREETFRONTING THE PROPERTY. NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND.13. PROVIDE A BOX KEY.AS REQUIRED BY FIRE CODE 902.4. LOCATION AT MAN ENTRANCE/EXIT. KEY BOX TO BE DESIGNED PERCOUNTYFIRE DEPT. REGULATIONS. MOUNT ON WALL OR FENCE.14. RAMPS SHALL NOT ENCROACH INTO ANY.ACCESSIBLE PARKING SPACE OR THE ADJACENT .ACCESS SITE.15. PROVIDE A KNOX BOX (FIRE. DEPT. LOCK BOX) AT THE OFFICE. BOX TO CONTAIN 4 SETS OF BUILDING M.ASTER KEYS, FIRE ALARMPANEL KEYS. BOX TO BE MOUNTED AT 6' M.AX. ABOVE WALLS.16. FIRE SIGNS- "NO PARKING" SIGNS FOR FIRE LANE ARE REQUIRED WITH IN 90'-0" TYPICAL, 100'-0" MAX. SPACING.17. SITE LIGHTING-WALL OR SURFACE MOUNTED. SEE ELEV. AND ELEC. DWGS. CAN BE REACHED WITHIN 75 FEET OF TRAVEL.18. TRUCK DOCK19. 2 BICYCLE SPACES. BIKE RACKS 19A. ENHANCED CONCRETE TEXTURE20. 12" WIDE CONCRETE STRIPE PAVING BETWEEN PARKING AND LANDSCAPE AREA21. LID WQ BASIN. SEE CIVIL PLANS22. ACCESS ROAD (AT EARTH FAULT LINE WITH 25 FEET SETBACK.)23. 5'-0" TO 6'-0" H. (E) CMU WALL AT PROPERTY LINES23A. 6'-0" H. (N) SPLIT FACE CMU WALL AT THE PROPERTY LINES. SEE LANDSCAPE PLAN FOR EXISTING AND NEW.23B. 6'-0" (N) WROUGHT IRON.24. 40'-0" WIDE (DOUBLE 20'-0" WIDE) x 7'-0" H. WROUGHT IRON GATE FIRE EMERGENCY FIRE DEPARTMENT ACCESS WITH KNOX BOX.SEE NOTE #1525. 3'-0" W. x 7'-0" H. WROUGHT IRON SWINGING GATE.26. 26'-0" MIN. WIDE FIRE LANE.26. DECORATIVE COLOR PAVEMENT AT DRIVEWAY ENTRY TO BE STAMPED CONCRETE PAVEMENT, 20'-0" MIN.27. EVCS PARKING TO HAVE EV CHARGER READY. INSTALL UNDERGROUND CONDUIT FOR FUTURE INSTALLATION OF EV CHARGER28. 12' x 14' H. CLEARANCE LOADING FOR SEMI-TRAILER OR TRUCK.28A. 12' x 55' x 14' H. CLEARANCE LOADING FOR SEMI-TRAILER OR TRUCK. 10% SLOPE TRUCK DOCK(EDGE DOCK INSTALLED WITH "EDGE-O-DOCK" BY KELLEY).29. INFILTRATION BASIN, SEE CIVIL DRAWINGS.30 FLOW OUTLET, SEE CIVIL DRAWINGS.31. ASPHALT PAVER OVER EASEMENT.32. 42" H. GUARDRAIL.33A. PARKING MARKED 'CLEAN AIR/VAN POOL/EV' DESIGNATED FOR ANY COMBINATION OF LOW-EMITTING, FUEL-EFFICIENT ANDCARPOOL/VAN POOL VEHICLES OR CLEAN AIR VEHICLE (CAV) PER CALGREEN CODE TABLE 5.106.5.233B. PARKING MARKED 'EVCS' DESIGNATED FOR EV PARKING WITH CHARGER AND SIGN (WITH UNDERGROUND ELECTRICALCONDUIT AND CHARGER INSTALLED OR 'EVSE-INSTALLED'. INSTALL A MINIMUM NUMBER OF LEVEL 2 EV CHARGING STATIONS.SIGN IS NOT REQUIRED IF FEWER THAN 4 EVCS PROVIDED PER CBC 11B-812.8.1 ). SEE DETAIL33C. PARKING MARKED 'EVSE' DESIGNATED FOR FUTURE ADA ACCESSIBLE EV PARKING WITH FUTURE CHARGER AND SIGN (EV READYWITH UNDERGROUND ELECTRICAL CONDUIT AND EVSE READY OUTLET INSTALLED-INSTALL ELECTRICAL PANEL CAPACITY ANDRACEWAY WITH CONDUIT TO TERMINATE IN A JUNCTION BOX OR 240-VOLT CHARGING OUTLET (TYPICAL CLOTHING DRYEROUTLET).33D. PARKING DESIGNATED FOR CLEAN-AIR VEHICLE (CAV) AND EV CAPABLE ONLY WITH FUTURE CHARGER AND SIGN (IF 4 OR MORE EVSPACES) INSTALLED (ELECTRICAL CONDUIT ONLY INSTALLED- 'EV-CAPABLE' INSTALL ELECTRICAL PANEL CAPACITY WITH ADEDICATED BRANCH CIRCUIT AND A CONTINUOUS RACEWAY FROM THE PANEL TO THE FUTURE EV PARKING SPOT.) SEE DETAIL34. NDS TUFFTRACK CROSS ROAD PAVER. SEE LANDSCAPE PLAN35. BASIN SLOPE TO BE 4:1, SEE CIVIL DRAWINGS.PROJECT DATAPROJECT DESCRIPTION:PROPOSE NEW TWO 2-STORY COMMERCIAL BUILDINGS WITH OFFICES AND WAREHOUSESAPN: 371-150-017. (CITY OF LAKE ELSINORE)SITE ZONING : R-3 (HIGH DENSITY RESIDENTIAL). PROPOSED: C-M (COMMERCIAL MANUFACTURING)GENERAL LAND USE:LAKE ELSINORE SPECIFIC PLAN:LAND USE DESIGNATION: LIMITED INDUSTRIAL (LI)ZONE: COMMERCIAL MANUFACTURING (C-M)BUILDING SETBACK REQUIREMENTS FOR C-M (LEMC 17.132.070)FRONT YARD: AVERAGE 20', BUT NOT LESS THAN 15'SIDE & REAR YARDS: NO SETBACK REQUIRED EXCEPT ADJACENT TO A PUBLIC RIGHT-OF-WAY OR ARESIDENTIAL USE. THEN MIN. OF 15' REQUIRED.BUILDING HEIGHT (LEMC 17.132.080)HEIGHT: 45' MAXIMUMGROSS AREA = 294,674 SF (+/- 6,76 ACRES). 2 LOT COMBINED: LOT 1 = +/- 196,442 SF (4.50 ACRES) ANDLOT 2 = +/- 98,232 SF (2.26 ACRES).LOT AREA AFTER 9 FEET DEDICATION (2,025 SF) AT FRONT = 294,674 SF - 2,025 SF = 292,649 SF ( +/-6.72ACRES)USES: B- OFFICE, S-1- WAREHOUSECONSTRUCTION TYPE: II-B, SPRINKLERED: YES, FOR BUILDINGSBUILDINGS: BUILDING NUMBER OF STORY = 2 STORY HEIGHT = 24'-0" ABOVE FIRST FLOORSITE IN PHASE I: AREA = +/- 136,943 SF. (3.14 ACRES)BUILDING 1: (SUITE 101 & 102)- PHASE ISUITE 101:FIRST FLOOR:OFFICE = 894 SFWAREHOUSE = +/-21,496 SFSECOND FLOOR:OFFICE = 748 SF,TOTAL SUITE 101 = 22,390 SF + 748 SF = 23,138 SFOCCUPANTS PER CBC TABLE 1004.5 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANTBUSSINESS: 1 OCCUPANT PER 150 S.F. WAREHOUSE: 1 OCCUPANT PER 500 S.F.894 S.F./150 = 5.96 OR 6 OCCUPANTS. 21,496 S.F./500 = 42.992 OR 43 OCCUPANTS748 SF/150 = 4.98 OR 5 OCCUPANTSTOTAL OCCUPANTS = 6 + 43 + 5= 54 OCCUPANTSSUITE 102:FIRST FLOOR:OFFICE = 894 SFWAREHOUSE = +/-21,496 SFSECOND FLOOR:OFFICE = 748 SF,TOTAL SUITE 102 = 22,390 SF + 748 SF = 23,138 SFOCCUPANTS PER CBC TABLE 1004.5 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANTBUSSINESS: 1 OCCUPANT PER 150 S.F. WAREHOUSE: 1 OCCUPANT PER 500 S.F.894 S.F./150 = 5.96 OR 6 OCCUPANTS. 21,496 S.F./500 = 42.992 OR 43 OCCUPANTS748 SF/150 = 4.98 OR 5 OCCUPANTSTOTAL OCCUPANTS = 6 + 43 + 5= 54 OCCUPANTSTOTAL SUITES 101 + 102 = 23,138 SF + 23,138 SF = +/-46,276 SFSITE IN PHASE II: AREA = 292,649 SF - 136,943 SF. = +/- 155,706 (3.57 ACRES)BUILDING 2: (SUITE 201 & 202) - PHASE II (FUTURE)SUITE 201:FIRST FLOOR:OFFICE = 894 SFWAREHOUSE = +/-21,600 SFSECOND FLOOR:OFFICE = 748 SF,TOTAL SUITE 201 = 22,494 SF + 748 SF = 23,242 SFOCCUPANTS PER CBC TABLE 1004.5 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANTBUSSINESS: 1 OCCUPANT PER 150 S.F. WAREHOUSE: 1 OCCUPANT PER 500 S.F.894 S.F./150 = 5.96 OR 6 OCCUPANTS. 21,600 S.F./500 = 43.2 OCCUPANTS748 SF/150 = 4.98 OR 5 OCCUPANTSTOTAL OCCUPANTS = 6 + 44 + 5= 55 OCCUPANTSSUITE 202:FIRST FLOOR:OFFICE = 894 SFWAREHOUSE = +/-21,600 SFSECOND FLOOR:OFFICE = 748 SF,TOTAL SUITE 202 = 22,494 SF + 748 SF = 23,242 SFOCCUPANTS PER CBC TABLE 1004.5 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANTBUSSINESS: 1 OCCUPANT PER 150 S.F. WAREHOUSE: 1 OCCUPANT PER 500 S.F.894 S.F./150 = 5.96 OR 6 OCCUPANTS. 21,600 S.F./500 = 43.20 OR 44 OCCUPANTS748 SF/150 = 4.98 OR 5 OCCUPANTSTOTAL OCCUPANTS = 6 + 44 + 5= 55 OCCUPANTSTOTAL SUITES 201 + 202 = 23,242 SF + 23,242 SF = +/-46,484 SF.PHASE I AND II:TOTAL FIRST FLOOR = +/-89,768 SF & SECOND FLOOR OFFICETOTAL BUILDING AREA = +/- 92,760 SFBUILDING COVERAGE = +/- 89,768 S.F. (30.67 %)LANDSCAPE = +/- 89,233 S.F. ( 30.49 %)ASPHALT PAVING(HARDSCAPE)= +/-113,648 S.F. (38.84 %)TOTAL = 292,649 S.F. (100%)TOTAL OFFICE = 3,575 SF + 2,992 SF = 6,568 SFTOTAL WAREHOUSE =+/- 86,192 S.F.FAR: 0.45 MAX ALLOWED FOR LIGHT INDUSTRIAL GENERAL PLAN LAND USE DESIGNATIONACTUAL FAR = 92,760 SF/292,549 SF = 0.317 < 0.45 MAX. ALLOWEDLANDSCAPE AREA:MIN. LANDSCAPE AREA = 12%. ACTUAL LANDSCAPE AREA IS +/- 30.49>12% MIN.WASTE/RECYCLE AREA TRASH ENCLOSURE WITH ONE 3-YARD NON-HAZARDOUS WASTE BIN & ONE 3YARD RECYCLABLE BIN. SOLID WASTE BINS PROVIDED = 3 CUBIC YARD BIN RECYCLE BINS PROVIDED = 3CUBIC YARD BINPARKING PROVIDED: PARKING IN ACCORDANCE WITH SECTION 17.148.030.B. OF LEMCONE SPACE PER 250 S.F. OF OFFICE,PARKING SPACE REQUIRED FOR BUILDING 1:OFFICE AREA =2 X 1,642 SF. 2 X 1,642 SF/250 = 2 X 6.568 = 13,136 OR 14 SPACESWARE HOUSE AREA = 2 X 21,496 SF. (2 X 21,496 SF)- 20,000 SF = 42,992 SF - 20,000 SF = 22,992 SFTHEREFORE, 20,000/400 + 22,992/1000 = 50 + 22.992 = 72.992 OR REQUIRES 73.TOTAL REQUIREMENT = 14 + 73 = 87 SPACESPHASE - I: PROVIDED 82 SPACES WITH 10 ADA ACCESSIBLE SPACES WITH 4 ADA VAN ACCESSIBLE SPACES(12'-0" x 18'MIN.) , 5 EVCS STANDARD 9' x 18' AND 5 EVCS AMBULATORY 12' x 18'.BICYCLE PARKING: BICYCLE PARKING SPACES: 8 BIKE RACKS. BUILDING 1 AND 2:TOTAL OFFICE AREA = 6,568 SF/250 = 6,568/250 = 26.272 OR REQUIRES 27 SPACESCOMMERCIAL MANUFACTURING DISTRICT,ONE PARKING SPACE SHALL BE PROVIDED FOR EACH 400 SQUARE FEET OF UNIT AREA UP TO 20,000SQUARE FEET, PLUS ONE SPACE FOR EACH 1,000 SQUARE FEET OF UNIT AREA OVER 20,000 SQUARE FEET,PLUS ONE SPACE FOR EACH 1,000 SQUARE FEET OF OUTSIDE SALES, DISPLAY OR STORAGE AREA.(92,760 SF-6,568 SF) - 20,000 S.F. = 66,192 S.F. THEREFORE, 20,000/400 + 66,192/1000 = 50 + 66.192 =116.192 OR REQUIRES 117. TOTAL REQUIREMENT = 27 + 117 = 144 SPACESACCESSIBLE STALL REQUIRED PER CBC TABLE 11B-208.2 AND 11B-502.2:101 TO 150.....................................5 REQUIRED, INCLUDING 1 VAN ADA ACCESSIBLE SPACE151 TO 200.....................................6 REQUIRED, INCLUDING 1 VAN ADA ACCESSIBLE SPACE201 TO 300.....................................7 REQUIRED, INCLUDING 2 VAN ADA ACCESSIBLE SPACES6 ADA ACCESSIBLE REQUIRES 1 ADA VAN ACCESSIBLE SPACES.7 TO 12 ADA ACCESSIBLE REQUIRES 2 ADA VAN ACCESSIBLE SPACES.PROVIDED: 173 SPACES INCLUDING 10 ADA ACCESSIBLE SPACES WITH 4 ADA VAN ACCESSIBLE SPACES(12'-0" x 18'MIN.) , 5 EVCS STANDARD 9' x 18' AND 5 EVCS AMBULATORY 12' x 18'.BICYCLE PARKING: BICYCLE PARKING SPACES: 8 BIKE RACKS. (1) TYPE B LOADING SPACE (12' x 40' x 14'-0" H. CLEARANCE) NOT REQUIRED FOR SUITE (7,500- 15,000 SF)FOR SUITE 101,102,201,202REQUIRES (0) TYPE C LOADING SPACE (12' x 55' x 14'-0" H. CLEARANCE) FOR SUITE (40,000- 50,000 SF)PER SECTION 17.148.050 OF LEMCEVCS NOTESEVCS NOTE: ( SEE NOTE 33A, 33B, 33C AND 33D OF SITE PLAN NOTE)1. "EVCS" TEXT SHOWN AS BEING WRITTEN ON THE PAVED SURFACE OF DESIGNATED PARKING SPACES ARE SHOWN ONLY FOR THEPURPOSE OF SHOWING THE SPACES WHERE THERE IS UNDERGROUND AND/OR SURFACE MOUNTED RACEWAYS NECESSARY FORTHE SUPPORT OF FUTURE EV CHARGING EQUIPMENT.2. APPROPRIATE TEXT WILL BE PAINTED ON THE PAVEMENT OF THE PARKING SPACE AT THE TIME THAT THE EQUIPMENT FOR THECHARGING IS ACTUALLY INSTALLED.CLIENTPROJECT TITLESHEET TITLESIGN BYDELTA REVISION DATEDATE:JOB NUMBER05/16/2219-8871901 NEWPORT BLVD.SUITE 350.COSTA MESA, CA 92626JCRAIGM@GMAIL.COMSTUDIOM.JCMA@GMAIL.COMO. 714-305-9619THIS DRAWING AND ITS CONTENTS AREINSTRUMENTAL OF SERVICE AND ARETHE COPY RIGHTED PROPERTY OF J.CRAIG MANN ARCHITECT. THE USE OF ISEXPRESSLY INTENDED FOR THEPROJECT NOTED BELOW AND MAY NOTBE REUSED OR REPRODUCED IN WHOLEOR IN PART WITHOUT THE WRITTENPERMISSION OF J. CRAIG MANN.ARCHITECTURE . PLANNING . INTERIORARCHITECTGRAND AVENUE ( AT VAIL STREET)LAKE ELSINORE, CA 92530TRACT: 3846 & LOT: 268 BUILDERSMAX INC.18282 GRAND AVENUE LAKE ELSINORE CA925301207 N. E STREETANAHEIM, CA 92805P: 877.405.1110WWW.BUILDERSMAX.COMNo. C 17030Exp. 01-31-26LICENSEDARCHIT E TC S T A TEOFCALIFORNIAJ.CRAIGMANNPLANNING APPLICATION NO: PA 2021-19GENERAL PLAN AMENDMENT:GPA 2022-0001ZONE CHANGE: ZC 2022-0002COMMERCIAL DESIGN REVIEW:CDR 2022-0012REVIEW NO: 2021-03 (REVIEW DATE: 09/21/22)11/02/22ISSUED 04/17/23PLANNING CORRECTION11/09/23PLANNING CORRECTION03/14/24ISSUED09/25/24REVISION10/23/24PLANNING CORRECTION 12/17/24FIRE DEPT. CORRECTION 01/13/25WALL REVISION-REVISION 02/03/25GEMINVESTMENTS,LLCMR. GUYSELLECK, C/OROME HILLCOMMERCIALA-1FD1FIRE ACCESSEXHIBIT 1" = 50'-0"1SITE- FIRE ACCESS EXHIBITFIRE ACCESS EXHIBIT32A2BCity of Lake ElsinoreCity Council ApprovalNovember 18, 2025By: Damaris AbrahamCity of Lake ElsinorePlanning Commission ApprovalOctober 21, 2025By: Damaris Abraham
THE ELECTRIC GATE THAT CROSSES THE FIRE DEPARTMENT ACCESS ROADWAY SHALL COMPLY WITHTHE FOLLOWING:IN THE EVENT OF LOSS OF NORMAL POWER TO THE GATE OPERATING MECHANISM, IT SHALL BEAUTOMATICALLY TRANSFERRED TO A FAIL-SAFE MODE ALLOWING THE GATE TO BE PUSHED OPEN BYA SINGLE FIREFIGHTER WITHOUT ANY OTHER ACTIONS, KNOWLEDGE, OR MANIPULATIONOF THE OPERATING MECHANISM BEING NECESSARY AND WITHOUT THE USE OF BATTERY BACK-UPPOWER; THIS SHALL BE NOTED ON THE PLAN. THE MANUFACTURER'S SPECIFICATION SHEETDEMONSTRATING COMPLIANCE WITH THIS METHOD OF OPERATION DURING POWER LOSS SHALL BEPROVIDED OR SCANNED DIRECTLY ONTO THE PLAN. SHOULD THE GATE BE TOO LARGE OR HEAVYFOR A SINGLE FIREFIGHTER TO OPEN MANUALLY, A SECONDARY SOURCE OF POWER BY MEANS OF ANEMERGENCY GENERATOR OR A CAPACITOR WITH ENOUGH RESERVE TO AUTOMATICALLYAND IMMEDIATELY OPEN THE GATE UPON LOSS OF PRIMARY POWER SHALL BE PROVIDED.2. THE GATE CONTROL FOR ELECTRONIC GATES SHALL BE OPERABLE BY A KNOX EMERGENCYOVERRIDE KEY SWITCH (WITH DUST COVER). THE KEY SWITCH SHALL BE PLACED BETWEEN 42" AND48" ABOVE THE ROADWAY SURFACE AT THE RIGHT SIDE OF THE ACCESS GATE WITHIN TWO FEET OFTHE EDGE OF THE ROADWAY. THE KEY SWITCH SHALL BE READILY VISIBLE AND UNOBSTRUCTEDFROM THE FIRE LANE LEADING TO THE GATE. THE KEY SWITCH SHALL BE CLEARLY LABELED "FIREDEPT."3. UPON ACTIVATION OF THE KEY SWITCH, THE GATE SHALL OPEN AND REMAIN OPEN UNTILRETURNED TO NORMAL OPERATION BY MEANS OF THE KEY SWITCH. WHERE A GATE CONSISTS OFTWO LEAVES, THE KEY SWITCH SHALL OPEN BOTH SIMULTANEOUSLY IF OPERATION OF A SINGLE LEAFON THE INGRESS SIDE DOES NOT PROVIDE FOR THE WIDTH, TURNING RADII, OR SETBACKSNECESSARY FOR FIRE APPARATUS TO NAVIGATE THE VEHICLE ENTRY POINT. NOTE THISREQUIREMENT ON THE PLAN.4. THE KEY SWITCH SHALL BE LABELED WITH A PERMANENT RED SIGN WITH NOT LESS THANCONTRASTING LETTERS READING "FIRE DEPT" OR WITH A "KNOX" DECAL. NOTE THIS REQUIREMENTON THE PLAN.5. ELECTRICAL GATE OPERATION EQUIPMENT SHALL COMPLY WITH UL 325, AND BE DESIGNED,CONSTRUCTED AND INSTALLED PER ASTM F 2200 REQUIREMENTS.VEHICULAR GATE NOTES A1. COMMERCIAL BUILDING IS 2-STORY.2. ALL BUILDINGS ARE EQUIPPED WITH AUTOMATIC TYPE 13 FIRE SPRINKLER SYSTEM.3. PROPOSED ONSITE FIRE HYDRANTS ARE PRIVATE.4. PROPOSED PRIVATE VEHICULAR GATE.5. FACILITIES, BUILDINGS OR PORTIONS OF BUILDINGS SHALL BE ACCESSIBLE TO FIRE DEPARTMENTAPPARATUS BY WAY OF AN APPROVED FIRE APPARATUS ACCESS ROAD WITH AN ASPHALT ORCONCRETE SURFACE CAPABLE OF SUPPORTING THE IMPOSED LOAD OF FIRE APPARATUS WEIGHTOF AT LEAST 78.000 POUNDS.6. FIRE HYDRANT PROTECTIVE DEVICES (CURBS, RAILS, CONCRETE-FILLED BOLLARDS, ETC.) SHALL BEPROVIDED TO PROTECT ALL FIRE HYDRANTS FROM VEHICULAR TRAFFIC WHERE ADJACENT TOVEHICULAR ACCESS WAYS, SUCH DEVICES SHALL NOT OBSTRUCT USE OF THE HYDRANTCONNECTIONS. A THREE (3) FEET CLEARANCE MUST BE PROVIDED AROUND ALL HYDRANTS.PRIVATE HYDRANTS ARE TO BE PAINTED OSHA SAFETY RED.7. PER 2022 EDITION OF NFPA 24ADDITIONAL FD NOTES B1' - 10"1' - 5"FIRE NOTESNOPARKINGVIOLATING VEHICLES WILLBE CITED OR TOWED AT OWNER'SEXPENSECVC 22658ACVC 22500.1POLICE OR SHERIFF'S PHONE NUMBER2" WHITE REFLECTIVELETTERING ON REDBACKGROUND2" RED LETTERING ONWHITEREFLECTIVEBACKGROUND1" RED LETTERING ONWHITEREFLECTIVEBACKGROUNDNO PARKING/ STOPPINGALL SIGN AND LETTERINGDIMENSIONS ARE MINIMUMS.ALL SIGNS MUST BE AMINIMUM OF 14X22 INCHESIN SIZE WITH LETTERING OF ATLEAST ONE INCH INHEIGHT.SIGNS SHALL BE SECURELYMOUNTED FACING THEDIRECTION OF TRAVEL ANDCLEARLY VISIBLE TOONCOMING TRAFFICENTERING THE DESIGNATEDAREA. SIGNSSHALL BE MADE OF DURABLEMATERIAL.FIRE LANE IDENTIFICATION - RED CURBSADDITIONAL FD NOTES C1. FIRE LANE ENTRANCE SIGN(S) SHALL ALSO BE PROVIDED2. CURBS SHALL BE PAINTED OSHA SAFETY RED.3. "FIRE LANE - NO PARKING" SHALL BE PAINTED ON TOP OF CURB IN 3" WHITELETTERING AT A SPACING OF 30' ON CENTER OR PORTION THEREOF.MARKING FIRE LANESWORDINGPAINTEDRED8" MINIMUMWIDTH ONPAVING6" MINIMUMLETTERINGFIRE LANEFIRE LANEWITHOUT CURBFIRE LANE STENCIL SHALL BESPACED 25 FEET ON CENTERCURB SECTION1" = 1'-0"PAINTEDRED6" MINIMUMWIDTH ONCURB4" MINIMUMLETTERINGFIRE LANEFIRE LANE WITH CURBCLEAR TO SKY ENCROACHMENT1. FIRE LANE MINIMUM LANEREQUIREMENTS: FIRE LANEMINIMUM WIDTH 20'-0"BELOW 13'-6" CLEAR TOSKY ENCROACHMENTABOVE 13'-6" = 2'-0" BOTHSIDES WITHIN 150 FEET OFTRAVEL DISTANCE TO ALLPORTIONS OF EXTERIORWALLS OF EVERY BUILDING.2. MINIMUM STANDARDS FORFIRE APPARATUS ACCESS.ALL ACCESS SHALL HAVE AMINIMUM OUTSIDETURNING RADIUS OF 45FEET, AND MUST BE CAPABLEOF SUPORTING THEIMPOSED FIRE APPARATUSLOADING OF 37 TONS. (503)CFC.MIN. VERTICAL CLEARANCE13' - 6"MAX. ENCROACHMENT2' - 0"FIRE LANE WIDTH20' - 0" MIN.MAX. ENCROACHMENT2' - 0"CLEAR TO SKY16' - 0"FIRE LANE SIGNCVC 22500.1SIGNMOUNTEDON WALLFIRE LANE SIGN (#1)INTERIOR SIGNS 12" x 18"RED LETTERING ON WHITEBACKGROUND EXCEPTION:FIRE LANEWHITE LETTERING ON REDBACKGROUND NOTREFLECTORIZED .063GAUGE1'-0" TYP.1'-6" TYP.5'-0" A.F.G.C.L.SIGNS TO BE MOUNTED AT 25'-0" AT EACH END OF THEBUILDING AND 30'-0" MIN. TO 50'-0" MAX. A PART FOR THE NEXTSIGNSCLIENTPROJECT TITLESHEET TITLESIGN BYDELTA REVISION DATEDATE:JOB NUMBER05/16/2219-8871901 NEWPORT BLVD.SUITE 350.COSTA MESA, CA 92626JCRAIGM@GMAIL.COMSTUDIOM.JCMA@GMAIL.COMO. 714-305-9619THIS DRAWING AND ITS CONTENTS AREINSTRUMENTAL OF SERVICE AND ARETHE COPY RIGHTED PROPERTY OF J.CRAIG MANN ARCHITECT. THE USE OF ISEXPRESSLY INTENDED FOR THEPROJECT NOTED BELOW AND MAY NOTBE REUSED OR REPRODUCED IN WHOLEOR IN PART WITHOUT THE WRITTENPERMISSION OF J. CRAIG MANN.ARCHITECTURE . PLANNING . INTERIORARCHITECTGRAND AVENUE ( AT VAIL STREET)LAKE ELSINORE, CA 92530TRACT: 3846 & LOT: 268 BUILDERSMAX INC.18282 GRAND AVENUE LAKE ELSINORE CA925301207 N. E STREETANAHEIM, CA 92805P: 877.405.1110WWW.BUILDERSMAX.COMNo. C 17030Exp. 01-31-26LICENSEDARCHIT E TC S T A TEOFCALIFORNIAJ.CRAIGMANNPLANNING APPLICATION NO: PA 2021-19GENERAL PLAN AMENDMENT:GPA 2022-0001ZONE CHANGE: ZC 2022-0002COMMERCIAL DESIGN REVIEW:CDR 2022-0012REVIEW NO: 2021-03 (REVIEW DATE: 09/21/22)11/02/22ISSUED 04/17/23PLANNING CORRECTION11/09/23PLANNING CORRECTION03/14/24ISSUED09/25/24REVISION10/23/24PLANNING CORRECTION 12/17/24FIRE DEPT. CORRECTION 01/13/25WALL REVISION-REVISION 02/03/25GEMINVESTMENTS,LLCMR. GUYSELLECK, C/OROME HILLCOMMERCIALA-1FD2FIRE ACCESSEXHIBITDETAILS 1/4" = 1'-0"5A501-NO PARKING CURB FD2 1/8" = 1'-0"6A501-NO P F L W-FD2 1" = 1'-0"7A501-NO PARKING FIRE LANE-FD2City of Lake ElsinoreCity Council ApprovalNovember 18, 2025By: Damaris AbrahamCity of Lake ElsinorePlanning Commission ApprovalOctober 21, 2025By: Damaris Abraham
WAREHOUSEGENERAL OFFICE-102-1KNOX BOXRECEPTION-102-1ELEC.-102R.R.-101BREAK-101JAN-101RECEPTION-101-1ELEC.-102GENERAL OFFICE-101-1JAN-101R.R.-101BREAK-101CLOSET-101CLOSET-102WAREHOUSE3' - 0"17' - 8"17' - 8"KNOX BOX32' - 4"32' - 4"3' - 0"101' - 4"3' - 0"10' - 0"3' - 0"101' - 4"3' - 0"3' - 0"67' - 4"3' - 0"67' - 4"BLDG-1 ROOMS SQUARE FOOTAGEBLDG. 1BLDG-101FIRST FLOOR - OFFICE(SF)SECOND FLOOR - OFFICE(SF)RECEPTIONOFFICE #1 FILES442130 55BLDG-102RECEPTIONOFFICE #1 FILES442130 55GENERAL OFFICE-1GENERAL OFFICE-1342342COFFEECOFFEE8080CLOSETCLOSET3030GENERAL OFFICE-2GENERAL OFFICE -2275275BREAKBREAK5555CLOSETCLOSET4040HALLHALL193193NOTE: ELECTRICAL ROOM = APPROX. 65 SF. FIRE RISER ROOM = APPROX. 36 SF.JANITOR ROOM = APPROX. 49 SFCLIENTPROJECT TITLESHEET TITLESIGN BYDELTA REVISION DATEDATE:JOB NUMBER05/16/2219-8871901 NEWPORT BLVD.SUITE 350.COSTA MESA, CA 92626JCRAIGM@GMAIL.COMSTUDIOM.JCMA@GMAIL.COMO. 714-305-9619THIS DRAWING AND ITS CONTENTS AREINSTRUMENTAL OF SERVICE AND ARETHE COPY RIGHTED PROPERTY OF J.CRAIG MANN ARCHITECT. THE USE OF ISEXPRESSLY INTENDED FOR THEPROJECT NOTED BELOW AND MAY NOTBE REUSED OR REPRODUCED IN WHOLEOR IN PART WITHOUT THE WRITTENPERMISSION OF J. CRAIG MANN.ARCHITECTURE . PLANNING . INTERIORARCHITECTGRAND AVENUE ( AT VAIL STREET)LAKE ELSINORE, CA 92530TRACT: 3846 & LOT: 268 BUILDERSMAX INC.18282 GRAND AVENUE LAKE ELSINORE CA925301207 N. E STREETANAHEIM, CA 92805P: 877.405.1110WWW.BUILDERSMAX.COMNo. C 17030Exp. 01-31-26LICENSEDARCHIT E TC S T A TEOFCALIFORNIAJ.CRAIGMANNPLANNING APPLICATION NO: PA 2021-19GENERAL PLAN AMENDMENT:GPA 2022-0001ZONE CHANGE: ZC 2022-0002COMMERCIAL DESIGN REVIEW:CDR 2022-0012REVIEW NO: 2021-03 (REVIEW DATE: 09/21/22)11/02/22ISSUED 04/17/23PLANNING CORRECTION11/09/23PLANNING CORRECTION03/14/24ISSUED09/25/24REVISION10/23/24PLANNING CORRECTION 12/17/24FIRE DEPT. CORRECTION 01/13/25WALL REVISION-REVISION 02/03/25GEMINVESTMENTS,LLCMR. GUYSELLECK, C/OROME HILLCOMMERCIALA-3BUILDING 1FLOOR PLANPHASE I 3/32" = 1'-0"1FIRST-BLDG-01BUILDING -1 -FIRST FLOOR - PHASE - ICity of Lake ElsinoreCity Council ApprovalNovember 18, 2025By: Damaris AbrahamCity of Lake ElsinorePlanning Commission ApprovalOctober 21, 2025By: Damaris Abraham
RR-201RECEPTION-201CLOSET-201GENERAL OFFICE-201BREAK-201ELEC.-201JAN-201R.R.-202JAN-202RECEPTION-202ELEC-202GENERAL OFFICE-202CLOSET-202BREAK-202WAREHOUSEWAREHOUSE256' - 0"177' - 0"A-4.11KNOX BOXKNOX BOX10' - 0"BLDG-2 ROOMS SQUARE FOOTAGEBLDG. 2BLDG-201FIRST FLOOR - OFFICE(SF)SECOND FLOOR - OFFICE(SF)RECEPTIONOFFICE #1 FILES442130 55BLDG-202RECEPTIONOFFICE #1 FILES442130 55GENERAL OFFICE-1GENERAL OFFICE-1342342COFFEECOFFEE8080CLOSETCLOSET3030GENERAL OFFICE-2GENERAL OFFICE -2275275BREAKBREAK5555CLOSETCLOSET4040HALLHALL193193NOTE: ELECTRICAL ROOM = APPROX. 65 SF. FIRE RISER ROOM = APPROX. 36 SF.JANITOR ROOM = APPROX. 49 SFCLIENTPROJECT TITLESHEET TITLESIGN BYDELTA REVISION DATEDATE:JOB NUMBER05/16/2219-8871901 NEWPORT BLVD.SUITE 350.COSTA MESA, CA 92626JCRAIGM@GMAIL.COMSTUDIOM.JCMA@GMAIL.COMO. 714-305-9619THIS DRAWING AND ITS CONTENTS AREINSTRUMENTAL OF SERVICE AND ARETHE COPY RIGHTED PROPERTY OF J.CRAIG MANN ARCHITECT. THE USE OF ISEXPRESSLY INTENDED FOR THEPROJECT NOTED BELOW AND MAY NOTBE REUSED OR REPRODUCED IN WHOLEOR IN PART WITHOUT THE WRITTENPERMISSION OF J. CRAIG MANN.ARCHITECTURE . PLANNING . INTERIORARCHITECTGRAND AVENUE ( AT VAIL STREET)LAKE ELSINORE, CA 92530TRACT: 3846 & LOT: 268 BUILDERSMAX INC.18282 GRAND AVENUE LAKE ELSINORE CA925301207 N. E STREETANAHEIM, CA 92805P: 877.405.1110WWW.BUILDERSMAX.COMNo. C 17030Exp. 01-31-26LICENSEDARCHIT E TC S T A TEOFCALIFORNIAJ.CRAIGMANNPLANNING APPLICATION NO: PA 2021-19GENERAL PLAN AMENDMENT:GPA 2022-0001ZONE CHANGE: ZC 2022-0002COMMERCIAL DESIGN REVIEW:CDR 2022-0012REVIEW NO: 2021-03 (REVIEW DATE: 09/21/22)11/02/22ISSUED 04/17/23PLANNING CORRECTION11/09/23PLANNING CORRECTION03/14/24ISSUED09/25/24REVISION10/23/24PLANNING CORRECTION 12/17/24FIRE DEPT. CORRECTION 01/13/25WALL REVISION-REVISION 02/03/25GEMINVESTMENTS,LLCMR. GUYSELLECK, C/OROME HILLCOMMERCIALA-4BUILDING 2FLOOR PLANPHASE II(FUTURE)BUILDING 2 FLOOR PLAN - (PHASE - II - FUTURE) 3/32" = 1'-0"1FIRST-BLDG-02City of Lake ElsinoreCity Council ApprovalNovember 18, 2025By: Damaris AbrahamCity of Lake ElsinorePlanning Commission ApprovalOctober 21, 2025By: Damaris Abraham
JAN-201RR-201 BREAK-201GENERAL OFFICE-201CLOSET-201RECEPTION-201ELEC.-20110' - 0"10' - 0"BREAK-201-2GEN. OFFICE-201-2OFFICE-201-2FILES-201-2HALL-201-2?CLIENTPROJECT TITLESHEET TITLESIGN BYDELTA REVISION DATEDATE:JOB NUMBER05/16/2219-8871901 NEWPORT BLVD.SUITE 350.COSTA MESA, CA 92626JCRAIGM@GMAIL.COMSTUDIOM.JCMA@GMAIL.COMO. 714-305-9619THIS DRAWING AND ITS CONTENTS AREINSTRUMENTAL OF SERVICE AND ARETHE COPY RIGHTED PROPERTY OF J.CRAIG MANN ARCHITECT. THE USE OF ISEXPRESSLY INTENDED FOR THEPROJECT NOTED BELOW AND MAY NOTBE REUSED OR REPRODUCED IN WHOLEOR IN PART WITHOUT THE WRITTENPERMISSION OF J. CRAIG MANN.ARCHITECTURE . PLANNING . INTERIORARCHITECTGRAND AVENUE ( AT VAIL STREET)LAKE ELSINORE, CA 92530TRACT: 3846 & LOT: 268 BUILDERSMAX INC.18282 GRAND AVENUE LAKE ELSINORE CA925301207 N. E STREETANAHEIM, CA 92805P: 877.405.1110WWW.BUILDERSMAX.COMNo. C 17030Exp. 01-31-26LICENSEDARCHIT E TC S T A TEOFCALIFORNIAJ.CRAIGMANNPLANNING APPLICATION NO: PA 2021-19GENERAL PLAN AMENDMENT:GPA 2022-0001ZONE CHANGE: ZC 2022-0002COMMERCIAL DESIGN REVIEW:CDR 2022-0012REVIEW NO: 2021-03 (REVIEW DATE: 09/21/22)11/02/22ISSUED 04/17/23PLANNING CORRECTION11/09/23PLANNING CORRECTION03/14/24ISSUED09/25/24REVISION10/23/24PLANNING CORRECTION 12/17/24FIRE DEPT. CORRECTION 01/13/25WALL REVISION-REVISION 02/03/25GEMINVESTMENTS,LLCMR. GUYSELLECK, C/OROME HILLCOMMERCIALA-4.1BUILDING2-OFFICEPHASE II(FUTURE)BUILDING 2 - FIRST FLOOR PLAN - OFFICE - (PHASE - II - FUTURE) 1/4" = 1'-0"1FIRST-BLDG-02 - PLANNING-ENLARGED 1/4" = 1'-0"2SECOND FLOOR - BLDG-2-OFFICEBUILDING 2 - SECOND FLOOR PLAN -OFFICE - (PHASE - II - FUTURE)City of Lake ElsinoreCity Council ApprovalNovember 18, 2025By: Damaris AbrahamCity of Lake ElsinorePlanning Commission ApprovalOctober 21, 2025By: Damaris Abraham
DNDOCK-EDGE-O-DOCKTYPICAL TRUCK DOCK42" H. GUARD RAIL42" H. GUARD RAILBUILDING 1BUILDING 1-48"-48"17' - 8"10' - 8"5' - 8"8"MAN GATE3' - 0"MAN GATE3' - 0"TRASH BINTRASH BIN8"4"1' - 8"12' - 0"17' - 8"10' - 0"TRASH ENCLOSURE DOOR10' - 8"METAL ROOFMETAL ROOF PURLINMETAL ROOF BEAMMETAL POST6' - 0"2' - 8"METAL ROOFMETAL ROOF PURLINMETAL ROOF BEAMMETAL POST6' - 0"2' - 8"8' - 8"6' - 0"2' - 8"8' - 8"6' - 0"2' - 8"18L19B19B20D20D19B18L19B19B20D20D20D6' - 0"2' - 8"8' - 8"CLIENTPROJECT TITLESHEET TITLESIGN BYDELTA REVISION DATEDATE:JOB NUMBER05/16/2219-8871901 NEWPORT BLVD.SUITE 350.COSTA MESA, CA 92626JCRAIGM@GMAIL.COMSTUDIOM.JCMA@GMAIL.COMO. 714-305-9619THIS DRAWING AND ITS CONTENTS AREINSTRUMENTAL OF SERVICE AND ARETHE COPY RIGHTED PROPERTY OF J.CRAIG MANN ARCHITECT. THE USE OF ISEXPRESSLY INTENDED FOR THEPROJECT NOTED BELOW AND MAY NOTBE REUSED OR REPRODUCED IN WHOLEOR IN PART WITHOUT THE WRITTENPERMISSION OF J. CRAIG MANN.ARCHITECTURE . PLANNING . INTERIORARCHITECTGRAND AVENUE ( AT VAIL STREET)LAKE ELSINORE, CA 92530TRACT: 3846 & LOT: 268 BUILDERSMAX INC.18282 GRAND AVENUE LAKE ELSINORE CA925301207 N. E STREETANAHEIM, CA 92805P: 877.405.1110WWW.BUILDERSMAX.COMNo. C 17030Exp. 01-31-26LICENSEDARCHIT E TC S T A TEOFCALIFORNIAJ.CRAIGMANNPLANNING APPLICATION NO: PA 2021-19GENERAL PLAN AMENDMENT:GPA 2022-0001ZONE CHANGE: ZC 2022-0002COMMERCIAL DESIGN REVIEW:CDR 2022-0012REVIEW NO: 2021-03 (REVIEW DATE: 09/21/22)11/02/22ISSUED 04/17/23PLANNING CORRECTION11/09/23PLANNING CORRECTION03/14/24ISSUED09/25/24REVISION10/23/24PLANNING CORRECTION 12/17/24FIRE DEPT. CORRECTION 01/13/25WALL REVISION-REVISION 02/03/25GEMINVESTMENTS,LLCMR. GUYSELLECK, C/OROME HILLCOMMERCIALA-5TRUCK DOCKFLOOR PLANPHASE IFIRST FLOOR PLAN AT TRUCK DOCK AT BUILDING 1 3/32" = 1'-0"1FIRST-BLDG-04 3/16" = 1'-0"2SITE - TRASH ENCLOSURETRASH ENCLOSURE PLAN 3/16" = 1'-0"3TRASH ENCLOSURE-EASTTRASH ENCLOSURE FRONT 3/16" = 1'-0"4TRASH ENCLOSURE-NORTHTRASH ENCLOSURE SIDE 3/16" = 1'-0"5TRASH ENCLOSURE-SOUTHTRASH ENCLOSURE SIDE 3/16" = 1'-0"6TRASH ENCLOSURE-WESTTRASH ENCLOSURE BACKCity of Lake ElsinoreCity Council ApprovalNovember 18, 2025By: Damaris AbrahamCity of Lake ElsinorePlanning Commission ApprovalOctober 21, 2025By: Damaris Abraham
SLOPE DOWNTRUCK DOCKDRAINAGEKELLY HYDRAULICEDGE OF DOCKLEVELER0"+/--48"FIELD DETERMINE DEPTH OFCONCRETE VS SLOPE OF TRUCK WELL,TO ENSURE TRALER DOES NOT HITBUILDING ABOVETHIS PORTION OF RAMP SHALL MATCHADJACENT DRIVE MATERIAL ROLLSURFACE AT OUTSIDE EDGES TOPROVIDE A DRIVEABLE SURFACE.COORDINATE WITH LOCAL UHIREPRESENTAIVE1 1/2" DIA GUARDRAIL(GALVANIZED)1 1/2" DIAGUARDRAIL(GALVANIZED)-10" +/- T.P.FROM FFE-10" +/- T.W./T.P.0"+/--48"0"+/-KM 7230 KELLEYMECHANICAL EDGE OFDOCK LEVELER (TYPICAL)A-101R 24' - 0"R 45' - 0"R 24' - 0"R 4 5 ' - 0 "R 45' - 0"R 24' - 0"R 24' - 0"R 45' - 0"BUILDING 2 (PHASE - II - FUTURE)BUILDING 2 (PHASE - II - FUTURE)TRUCK DOCK NOTESALL DOCK ELEVATIONS ARE FROM WAREHOUSE FINISH FLOOR ELEVATIONCOORDINATE/ FIELD DETERMINE END OF DOCK SWALES AND ADJACENT REQUIRED GRADING WITHCIVIL DRAWINGS & SITE CONDITIONS.DOOR IS SLOPED AT 1/8" PER FOOT TYPICAL UNLESS NOTED OTHERWISE. SEE PLAN FOR MOREINFORMATION.DOCK LEVELER INFORMATION:16CLIENTPROJECT TITLESHEET TITLESIGN BYDELTA REVISION DATEDATE:JOB NUMBER05/16/2219-8871901 NEWPORT BLVD.SUITE 350.COSTA MESA, CA 92626JCRAIGM@GMAIL.COMSTUDIOM.JCMA@GMAIL.COMO. 714-305-9619THIS DRAWING AND ITS CONTENTS AREINSTRUMENTAL OF SERVICE AND ARETHE COPY RIGHTED PROPERTY OF J.CRAIG MANN ARCHITECT. THE USE OF ISEXPRESSLY INTENDED FOR THEPROJECT NOTED BELOW AND MAY NOTBE REUSED OR REPRODUCED IN WHOLEOR IN PART WITHOUT THE WRITTENPERMISSION OF J. CRAIG MANN.ARCHITECTURE . PLANNING . INTERIORARCHITECTGRAND AVENUE ( AT VAIL STREET)LAKE ELSINORE, CA 92530TRACT: 3846 & LOT: 268 BUILDERSMAX INC.18282 GRAND AVENUE LAKE ELSINORE CA925301207 N. E STREETANAHEIM, CA 92805P: 877.405.1110WWW.BUILDERSMAX.COMNo. C 17030Exp. 01-31-26LICENSEDARCHIT E TC S T A TEOFCALIFORNIAJ.CRAIGMANNPLANNING APPLICATION NO: PA 2021-19GENERAL PLAN AMENDMENT:GPA 2022-0001ZONE CHANGE: ZC 2022-0002COMMERCIAL DESIGN REVIEW:CDR 2022-0012REVIEW NO: 2021-03 (REVIEW DATE: 09/21/22)11/02/22ISSUED 04/17/23PLANNING CORRECTION11/09/23PLANNING CORRECTION03/14/24ISSUED09/25/24REVISION10/23/24PLANNING CORRECTION 12/17/24FIRE DEPT. CORRECTION 01/13/25WALL REVISION-REVISION 02/03/25GEMINVESTMENTS,LLCMR. GUYSELLECK, C/OROME HILLCOMMERCIALA-6TRUCK DOCKSPHASE II(FUTURE) 1" = 10'-0"1SITE - TRUCK DOCKSBUILDING 2 - ENLARGED TRUCK DOCK (PHASE II - FUTURE)City of Lake ElsinoreCity Council ApprovalNovember 18, 2025By: Damaris AbrahamCity of Lake ElsinorePlanning Commission ApprovalOctober 21, 2025By: Damaris Abraham
BUILT-UP ROOFTO BE 1/4" MIN.SLOPE PER FOOTINTERNALDOWNSPOUTAND OVERFLOWNOTES:A.F.F. = ABOVE FIRST FLOORA.S.F. = ABOVE SECOND FLOORPARAPET @24'-0" A.F.F.--INTERNALDOWNSPOUT ANDOVERFLOWPARAPET @24'-0" A.F.F.PARAPET @24'-0" A.F.F.PARAPET @24'-0" A.F.F.PARAPET @24'-0" A.F.F.PARAPET @24'-0" A.F.F.BLDG # 1BUILT-UP ROOFTO BE 1/4" MIN.SLOPE PER FOOT101102201202PARAPET @24'-0" A.F.F.PARAPET @24'-0" A.F.F.PARAPET @24'-0" A.F.F.PARAPET @24'-0" A.F.F.PARAPET @24'-0" A.F.F.1A-131A-1378788790°PARAPET @24'-0" A.F.F.PARAPET @24'-0" A.F.F.78PARAPET @24'-0" A.F.F.PARAPET @24'-0" A.F.F.PARAPET @24'-0" A.F.F.PARAPET @24'-0" A.F.F.BLDG # 2PHASE - IPHASE - II (FUTURE)VACANT LAND(ZONING'C-1/C-P')VACANT LAND(ZONING 'W-1')VACANT LAND(ZONING 'W-1')VACANT LAND(ZONING 'W-1')VACANT LAND(ZONING 'W-1')VACANT LAND(ZONING 'W-1')VACANT LAND(ZONING 'W-1')VACANT LAND(ZONING 'W-1')VACANT LAND(ZONING 'W-1')VACANT LAND(ZONING 'W-1')VACANT LAND(ZONING 'W-1')VACANT LAND(ZONING 'R-3')EXISTINGBUILDING IN(ZONING 'W-1')VACANT LAND(ZONING 'R-3')EXISTINGBUILDING IN(ZONING 'R-3')EXISTINGBUILDING IN(ZONING 'R-3')EXISTING BUILDINGIN (ZONING 'C-1/C-P')225.01'N36°30'09E1081.00'1059.70'195'420.16'194.93'N53°29'52W1301.00'COUNTY JURISDICTIONBOUNDARYPHASE IIPHASE IFUTUREROOF SKYLIGHTROOF SKYLIGHTROOF PLAN NOTES1. BUILT-UP ROOF WITH 1/4" SLOPE PER FOOT TYPICAL (TPO ROOF)2. METAL STANDING SEAM ROOF TO BE 1/2" SLOPE TYPICAL3. TOP OF PARAPET4. ROOF VENT5. DOWNSPOUT AND OVERFLOW LOCATION6. BUILT-UP ROOF SLOPE TO BE INSTALLED WITH TAPERED INSULATION AS REQUIRED WHEREOCCURS. MINIMUM TAPERED INSULATION TO BE 2 INCHES.7. ROOF MECHANICAL UNIT8. ROOF MECHANICAL UNIT SCREEN WALL9. SKYLIGHT1CLIENTPROJECT TITLESHEET TITLESIGN BYDELTA REVISION DATEDATE:JOB NUMBER05/16/2219-8871901 NEWPORT BLVD.SUITE 350.COSTA MESA, CA 92626JCRAIGM@GMAIL.COMSTUDIOM.JCMA@GMAIL.COMO. 714-305-9619THIS DRAWING AND ITS CONTENTS AREINSTRUMENTAL OF SERVICE AND ARETHE COPY RIGHTED PROPERTY OF J.CRAIG MANN ARCHITECT. THE USE OF ISEXPRESSLY INTENDED FOR THEPROJECT NOTED BELOW AND MAY NOTBE REUSED OR REPRODUCED IN WHOLEOR IN PART WITHOUT THE WRITTENPERMISSION OF J. CRAIG MANN.ARCHITECTURE . PLANNING . INTERIORARCHITECTGRAND AVENUE ( AT VAIL STREET)LAKE ELSINORE, CA 92530TRACT: 3846 & LOT: 268 BUILDERSMAX INC.18282 GRAND AVENUE LAKE ELSINORE CA925301207 N. E STREETANAHEIM, CA 92805P: 877.405.1110WWW.BUILDERSMAX.COMNo. C 17030Exp. 01-31-26LICENSEDARCHIT E TC S T A TEOFCALIFORNIAJ.CRAIGMANNPLANNING APPLICATION NO: PA 2021-19GENERAL PLAN AMENDMENT:GPA 2022-0001ZONE CHANGE: ZC 2022-0002COMMERCIAL DESIGN REVIEW:CDR 2022-0012REVIEW NO: 2021-03 (REVIEW DATE: 09/21/22)11/02/22ISSUED 04/17/23PLANNING CORRECTION11/09/23PLANNING CORRECTION03/14/24ISSUED09/25/24REVISION10/23/24PLANNING CORRECTION 12/17/24FIRE DEPT. CORRECTION 01/13/25WALL REVISION-REVISION 02/03/25GEMINVESTMENTS,LLCMR. GUYSELLECK, C/OROME HILLCOMMERCIALA-7ROOF PLANROOF PLAN 1" = 40'-0"2ROOF PLANCity of Lake ElsinoreCity Council ApprovalNovember 18, 2025By: Damaris AbrahamCity of Lake ElsinorePlanning Commission ApprovalOctober 21, 2025By: Damaris Abraham
W.I. PASSAGE GATE DTL.28 GA.PERFORATEDMETAL SCREEN2"x2"x11 GA.STEEL TUBEPOST10"H., 26 GA.G.I. SHEETMETAL ON EA. SIDE, PAINTED6" DIA. STEEL PIPE LOCK GUARD1"x1"x16 GA. TUBE STEELPICKETS WITH SPEAR POINTSNOTES:1. PERFORATED METAL SCREEN & STEEL PIPE LOCK GUARD TO BE INSTALLED ON INSIDE FACE OFGATE & FENCE.2. GATE TO HAVE CLOSER SIM. TO STANLEY SPRING GATE CLOSER.3. GATE LOCK TO HAVE KEYED OPERATION ON OUTSIDE (PUBLIC SIDE) AND LEVER TYPEHARDWARE SCHLAGE SERIES-D 4. EXIT GATE SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF THE KEY, SPECIALKNOWLEDGE OR EFFORT. FLUSH BOLTS OR SURFACE BOLTS ARE PROHIBITED.5. GATE SHALL COMPLY WITH REQUIREMENT OF DOORS.2"x2"x11 GA. HORIZ. TUBE STEEL3' - 0"SEE SITE PLANTYP. 7'-0" U.O.N.3'-0" MIN. CLR OPENING3' - 0"2' - 0"10"4-FENCE, SEEDETAIL3-3"NOTES:ALL WROUGHT IRON GATES AND FENCES TO BE PAINTED BLACK. SEEELEVATION'S COLOR SCHEDULEGATE LOCK GUARDGATE FRAME6" DIA. x 3" LONG STL.PIPE LOCK GUARD.LOCK CASEBOXLEVERHANDLEESCUTCHEONNOTES:1. GATE FABRICATOR TO VERIFY CASE BOX SIZE WITH HARDWARE.3 3/8"6"4 5 .0 0 °4 5/8"BACKSET2 3/4"6"W. IRON FENCEFOOTINGTYPICAL1"x1"x16 GA.TUBE STEELPICKETSW/SPEARPOINTSNOTES:1. DIMENSION BETWEEN PICKETS TO BE 5" O.C.2"x2"x1/4"TUBE STEELHORIZONTAL &VERTICALSUPPORTS2"x2"x1/4"POST ALLSTL.MEMBERSOF FENCE &GATES TO BEPAINTED BYFABRICATOR.MIN.3"UNO1' - 0"3"8"6"(SEE SITE PLAN FOR SPECIFIC HIGH)7-0" TYP. 8'-0" MAX.5" U.O.N.3"3' - 0"2' - 9"W.I. FENCETOP OF GATETYP.WROUGHTIRONFENCE1. DIMENSION BETWEEN PICKETS TO BE 5" O.C.6'-0" TYP.SEE SITE PLAN NOTE FOR HIGH7'-0" TYP.3' - 0"1' - 0"3' - 0"1' - 0"5"W.I. PASSAGE GATE1"X1"X3/16" INVERTED ANGLEO/6"W.x1/8"T. PLATE W/3/8"x6"A.B. @ 2'-0"o/c AT GATEOPENING (FULL LENGTH OF GATETRAVEL)DRIVE PAVINGCONC. FTG. REBARSATOP OF GATETRACK DETAILASTL. V-GROOVEPOWER WHEELAT SLIDING GATENOTES:1. SLIDING GATE W/ 2"X4"X1/8" STL. TUBE FRAME & 1"x1"x16 GA. TUBESTL. PICKETS W/SPEAR POINTS @ 3"o/c TO MATCH ADJACENT FENCE. PROVIDE SPEAR POINTS IFCOMPATIBLE W/ GATE OPERATOR.2. CLEAR DIMENSION BETWEEN PICKETS TO BE 5-1/4" EXCEPT 2" MAX. MAX. WHERE FENCE ISADJACENT TO ROLLING GATE.ATYP.WROUGHTIRON FENCEMOTORIZEDGATEOPERATOR,ELITESL-3000UL1HP, 2 -1/2HP MOTORS(INSIDEOF FENCE),WITH REMOTECONTROL, SEE NOTE #22" MAX. CLR. OR5" OR 5 1/4" O. C.SEE SITE PLAN NOTE FOR HEIGHT7' - 0" TYP, UON1' - 0"3' - 0"1' - 0"3' - 0"7-1'-4" MIN.1'-0" DEPTHGATE WIDTH - SEE SITE PLANBLDG #1FIRE TRUCK TURNING RADIUSGRAND AVENUEBASIN AREABLDG #2YARDVACANT LAND(ZONING'C-1/C-P')VACANT LAND(ZONING 'W-1')VACANT LAND(ZONING 'W-1')VACANT LAND(ZONING 'W-1')VACANT LAND(ZONING 'W-1')VACANT LAND(ZONING 'W-1')VACANT LAND(ZONING 'W-1')VACANT LAND(ZONING 'W-1')VACANT LAND(ZONING 'W-1')VACANT LAND(ZONING 'W-1')VACANT LAND(ZONING 'W-1')VACANT LAND(ZONING 'W-1')VACANT LAND(ZONING 'W-1')VACANT LAND(ZONING 'R')VACANT LAND(ZONING 'R-3')VACANT LAND(ZONING 'R-3')VACANT LAND(ZONING 'R-3')VACANT LAND(ZONING 'R-3')EXISTINGBUILDING IN(ZONING 'W-1')VACANT LAND(ZONING 'R-3')EXISTINGBUILDING IN(ZONING 'R-3')EXISTINGBUILDING IN(ZONING 'R-3')EXISTING BUILDINGIN (ZONING 'C-1/C-P')225.01'N36°30'09E1081.00'N53°30'43E75.00'225.22'1059.70'195'420.16'194.93'N53°29'52W1301.00'80' - 0"20' - 0"20' - 0"20' - 0"40' - 0"20' - 0"20' - 0"14' - 0"14' - 0"28' - 0"STORAGE YARD6'-0" H.W.I. FENCE13' - 8 15/16"5'-0" TO 6'-0" H. (E)CMU PRECISIONWALL8" THICK x 6'-0" H. (N)SPLIT FACE CMU WALL40-FOOT EMERGENCY FIRE ACCESS EASEMENT40'-0" W. x 6'-0" H.W.I. SLIDING GATE6'-0" H.W.I. FENCE150.22'LOT-1LOT-2+/- 1301' - 0"SUITE 102SUITE 102SUITE 201SUITE 202W. I. GATE40' - 0"5'-0" TO 6'-0" H.(E) CMUPRECISION WALL5'-0" TO 6'-0" H.(E) CMUPRECISION WALL8" THICK x 6'-0" H.(N) SPLIT FACECMU WALL8" THICK x 6'-0" H.(N) SPLIT FACECMU WALL8" THICK x 6'-0" H.(N) SPLIT FACECMU WALL8" THICK x 6'-0"H. (N) SPLIT FACECMU WALL8" THICK x 6'-0"H. (N) SPLIT FACECMU WALL8" THICK x 6'-0"H. (N) SPLIT FACECMU WALL8" THICK x 6'-0"H. (N) SPLIT FACECMU WALL8" THICK x 6'-0" H. (N)SPLIT FACE CMU WALL8" THICK x 6'-0" H. (N)SPLIT FACE CMUWALL8" THICK x 6'-0" H. (N)SPLIT FACE CMUWALL3'-0" W. x 6'-0" H.W.I. SWINGING GATEPROJECTSIGN01A7.205A7.205A7.2SIM.A-97A-910719' - 9 5/16"8" THICK x 6'-0" H. (N) SPLIT FACE CMU WALL+/- 558' - 6"8" THICK x 6'-0" H. (N) SPLIT FACE CMU WALL225' - 0"11A7.2W.I. GATE26' - 0"COUNTY JURISDICTIONBOUNDARYCOUNTY JURISDICTIONCITY JURISDICTIONPHASE - IPHASE - II(FUTURE)PHASE IIPHASE IFUTURECONC.FTG. PERPLAN6" x 1/8" THICK FLATPLATE W/3/8" x 6" A.B.@ 2'-0"o/c1" x 1" x 3/16"ANGLE FOR "V"WHEEL WELDED TOPLATETRACK @ ROLLING GATENOTES: 1. WHEEL TO BE "POWER" WHEEL W/SEALED BEARINGS.CLIENTPROJECT TITLESHEET TITLESIGN BYDELTA REVISION DATEDATE:JOB NUMBER05/16/2219-8871901 NEWPORT BLVD.SUITE 350.COSTA MESA, CA 92626JCRAIGM@GMAIL.COMSTUDIOM.JCMA@GMAIL.COMO. 714-305-9619THIS DRAWING AND ITS CONTENTS AREINSTRUMENTAL OF SERVICE AND ARETHE COPY RIGHTED PROPERTY OF J.CRAIG MANN ARCHITECT. THE USE OF ISEXPRESSLY INTENDED FOR THEPROJECT NOTED BELOW AND MAY NOTBE REUSED OR REPRODUCED IN WHOLEOR IN PART WITHOUT THE WRITTENPERMISSION OF J. CRAIG MANN.ARCHITECTURE . PLANNING . INTERIORARCHITECTGRAND AVENUE ( AT VAIL STREET)LAKE ELSINORE, CA 92530TRACT: 3846 & LOT: 268 BUILDERSMAX INC.18282 GRAND AVENUE LAKE ELSINORE CA925301207 N. E STREETANAHEIM, CA 92805P: 877.405.1110WWW.BUILDERSMAX.COMNo. C 17030Exp. 01-31-26LICENSEDARCHIT E TC S T A TEOFCALIFORNIAJ.CRAIGMANNPLANNING APPLICATION NO: PA 2021-19GENERAL PLAN AMENDMENT:GPA 2022-0001ZONE CHANGE: ZC 2022-0002COMMERCIAL DESIGN REVIEW:CDR 2022-0012REVIEW NO: 2021-03 (REVIEW DATE: 09/21/22)11/02/22ISSUED 04/17/23PLANNING CORRECTION11/09/23PLANNING CORRECTION03/14/24ISSUED09/25/24REVISION10/23/24PLANNING CORRECTION 12/17/24FIRE DEPT. CORRECTION 01/13/25WALL REVISION-REVISION 02/03/25GEMINVESTMENTS,LLCMR. GUYSELLECK, C/OROME HILLCOMMERCIALA-8SITEWALL-FENCEAND DETAILS 1" = 1'-0"12.87A-W.I. SWING GATE-PLANNING 3" = 1'-0"4286 HANDLE-PLANNING 1" = 1'-0"3A501-019-W.I. FENCE-PLANNING 1/4" = 1'-0"623-286-FENCE-PLANNING 1/4" = 1'-0"5286-ROLL GATE-PLANNING 1" = 50'-0"2SITE-WALL-FENCE-GATESITE- WALL-FENCE- GATE 3" = 1'-0"7A501-27-TRACK PLANNINGCity of Lake ElsinoreCity Council ApprovalNovember 18, 2025By: Damaris AbrahamCity of Lake ElsinorePlanning Commission ApprovalOctober 21, 2025By: Damaris Abraham
A-92A-93A-94R 24' - 0"R 45' - 0"11' - 0"2' - 0"4' - 0"15F15D16-11' - 0"2' - 0"4' - 0"11' - 0"10' - 4"6' - 0"15D15F16-7"2"9"1"1"2"6"6"FINISH MATERIALFINISH MATERIAL1##2- ATAS METAL PANEL- SMOOTH DSF OR DWF- 12" W. VERT.3- ATAS METAL PANEL- SMOOTH DSF OR DWF- 12" W. HORI.- METAL WALL CAP. PAINTED TO MATCH ADJACENT WALL.4- OVERHEAD DOOR (ELECTRIC OPERATED)567- OPEN STEEL CANOPY AT OFFICE89- WINDOWSFINISH MATERIAL COLOR#A- SHERWIN WILLIAMS DOVETAIL WS 7018 (244-C5)B- SHERWIN WILLIAMS ALPACA 7022 (241-C1)C- STONEX TILE-1422 NERO MARQUINA MARBLE-POLISHEDFINISH MATERIAL COLOR SAMPLESA- METAL PANEL- AEP SPAN TERRA COTTADBEFC D- SHERWIN WILLIAMS POSITIVE RED SW 6871 (101-C7)G- BLACK OR BLACK FRAME WITH CLEAR GLASS10- W.I. FENCE AND GATE OR GUARDRAILH1112- STOREFRONT SYSTEM, DOORS AND WINDOWS- GRANITE VENEER - 18" W x 18" H.- SWINGING DOOR- SHERWIN WILLIAMS MONORAIL SILVER SW 7663 (233-C3)EF1314- JANUS HIGH GLOSS WHITE -REFLECTION SW 7661 (233-C1)- NON VISION-4-975 LAVA BRONZEII- LIGHT POLE, WALL MOUNTED LIGHT, OR BOLLARD LIGHTG- SOLID STEEL CANOPY AT OFFICE- VERT. WALL PANEL- MBCI- DESIGNER SERIES-16" W. 4" FLUTED- METAL WALL PANEL JOINT- ACCENT15- PROJECT ENTRY SIGN - STUCCO16- PROJECT ENTRY SIGN - STONE VENEER17- SITE WALL - CMU- CULTURE STONEJ- NORMAL GAL. GREYL- BLACKK18- METAL STANDING SEAM ROOF19- TRASH ENCLOSURE FASCIA- BEAM- SUPPORT- GATE OR TRASH ENCLOSURE DOOR201' - 0"4' - 0"2' - 0"A-96CMU WALL5'-0" TO 6'-0" H.(E) 8" THICKCMU WALL ATSITE PERIMETER17DA-98W.I. GATE26' - 0"CMU WALLW. I.FENCE4' - 0"6' - 0"W. I.FENCE6' - 0"4' - 0"DRIVE WAY35' - 0"R 24' - 0"R 24' - 0"FIRE TRUCK MINIMUM CLEAR ACCESS21' - 0"CMU WALLCMUWALLW.I. FENCEW.I. FENCECMUWALL36' - 0"W.I. SLIDING GATE26' - 0"A-99CMU WALLSLIDINGGATEW.I. FENCECMU WALLW.I. GATEW.I. GATE WALL40' - 0"FIRE TRUCK MINIMUM CLEAR ACCESS21' - 0"1A3036' - 0"(N) 8" x 6'-0" H. SPLIT FACENATURAL GRAY MEDIUM LIGHTWEIGHTCLIENTPROJECT TITLESHEET TITLESIGN BYDELTA REVISION DATEDATE:JOB NUMBER05/16/2219-8871901 NEWPORT BLVD.SUITE 350.COSTA MESA, CA 92626JCRAIGM@GMAIL.COMSTUDIOM.JCMA@GMAIL.COMO. 714-305-9619THIS DRAWING AND ITS CONTENTS AREINSTRUMENTAL OF SERVICE AND ARETHE COPY RIGHTED PROPERTY OF J.CRAIG MANN ARCHITECT. THE USE OF ISEXPRESSLY INTENDED FOR THEPROJECT NOTED BELOW AND MAY NOTBE REUSED OR REPRODUCED IN WHOLEOR IN PART WITHOUT THE WRITTENPERMISSION OF J. CRAIG MANN.ARCHITECTURE . PLANNING . INTERIORARCHITECTGRAND AVENUE ( AT VAIL STREET)LAKE ELSINORE, CA 92530TRACT: 3846 & LOT: 268 BUILDERSMAX INC.18282 GRAND AVENUE LAKE ELSINORE CA925301207 N. E STREETANAHEIM, CA 92805P: 877.405.1110WWW.BUILDERSMAX.COMNo. C 17030Exp. 01-31-26LICENSEDARCHIT E TC S T A TEOFCALIFORNIAJ.CRAIGMANNPLANNING APPLICATION NO: PA 2021-19GENERAL PLAN AMENDMENT:GPA 2022-0001ZONE CHANGE: ZC 2022-0002COMMERCIAL DESIGN REVIEW:CDR 2022-0012REVIEW NO: 2021-03 (REVIEW DATE: 09/21/22)11/02/22ISSUED 04/17/23PLANNING CORRECTION11/09/23PLANNING CORRECTION03/14/24ISSUED09/25/24REVISION10/23/24PLANNING CORRECTION 12/17/24FIRE DEPT. CORRECTION 01/13/25WALL REVISION-REVISION 02/03/25GEMINVESTMENTS,LLCMR. GUYSELLECK, C/OROME HILLCOMMERCIALA-9SIGN - SITEWALL DETAILS 1/8" = 1'-0"1SITE - SIGN 3/8" = 1'-0"2SIGN-NW 3/8" = 1'-0"3SIGN SWPROJECT SIGN PLANPROJECT SIGN ELEVATIONPROJECT SIGN ELEVATION 3/8" = 1'-0"4SIGN-WPROJECT SIGN WEST 1/8" = 1'-0"5SITE - WALL(E) SITE WALL SOUTH WEST 3/8" = 1'-0"6SITE-WALL EXISTING(E) SITE WALL S W - ELEV. 1/8" = 1'-0"7SITE-WALL-FENCE-GATE - GATE-01 1/8" = 1'-0"8GATE-01 ELEVATION 1/8" = 1'-0"10SITE-WALL-FENCE-GATE - GATE-02 1/8" = 1'-0"9GATE-02-ELEVATIONGATE-01GATE-01GATE-02GATE-02(N) SITE WALL SOUTH WEST(N) SITE WALL S W - ELEV. 1/8" = 1'-0"11SITE - WALL NEW 3/8" = 1'-0"12SITE WALL NEWCity of Lake ElsinoreCity Council ApprovalNovember 18, 2025By: Damaris AbrahamCity of Lake ElsinorePlanning Commission ApprovalOctober 21, 2025By: Damaris Abraham
FIRST0' - 0"DOCK-4' - 0"DOCK4' - 0"FOUNDATION SYSTEMKM7230 KELLEYHYDRAULIC EDGE OFDOCK LEVELEROUTSIDE EDGEOF CONCRETEDOCK VARIESSAFETY RAIL @42" HIGHOUTSIDE EDGEOF CONCRETEDOCK VARIESDOCK DRAIN0"+/--48"0"+/--48"SLOPE DOWNTRUCK DOCKKELLY HYDRAULIC EDGE OF DOCKLEVELERKM 7230 KELLEY MECHANICAL EDGEOF DOCK LEVELER-10" +/- T.W./T.P.42" H. GUARD RAIL42" H. GUARD RAIL42" H. GUARD RAILDRAINTRUCK DOCK NOTESALL DOCK ELEVATIONS ARE FROM WAREHOUSE FINISH FLOOR ELEVATIONCOORDINATE/ FIELD DETERMINE END OF DOCK SWALES AND ADJACENT REQUIRED GRADING WITHCIVIL DRAWINGS & SITE CONDITIONS.DOOR IS SLOPED AT 1/8" PER FOOT TYPICAL UNLESS NOTED OTHERWISE. SEE PLAN FOR MOREINFORMATION.DOCK LEVELER INFORMATION:16CONCRETE WALL DOCK RAMPSEE NOTES #41. 6' CONCRETE LOAOING DOCK SLABON GROUND REINFORCE SLAB WITH6x6 W6.5 X W6.5 WELDED WIREREINFORCEMENT (WWR) OR #4 BARS@ 18" O. C. EACH WAY MID-DEPTH OfSLAB2. 6" REINFORCED CONCRETE WALL REINFWITH #4 HORIZ BARS @12" O.C. (MIN1-BAR TOP ANC BOTT) AND #4 VERTBARS @ 12" O.C. AND AT ALLCORNERS AND ENDS OF WALLSWHERE POSSIBLE VERT BAR AND VERTDOWEL CAN BE ONE PIECE.3 REINFORCED CONCRETE WALLFOOTING. RE INF WITH (4) #4 CONTBARS @# 5 TRANSVERSE BARS @ 12"O.C BOTTOM OF FOOTING4. RAMP PER GEOTECHNICAL REPORT INABSENCE 6* CONCRE^ RAMP. 4.000PSI, AIR-ENTRAINED. 4" (MAX) SLUMPWITH 4" AGGREGATE BASE COURSE(STANDARD LOCAL DOT 3/4# MIX)REINFORCE W/ #4@ 18" O.C. EA WAYOR 6XS-W6.5XW6.5 WWR MID DEPTH.SLOPE AND DRAINAGE FACILITIES PERDETAILS.5. ALL REBAR IN FOOTINGS SHALL BEGALVANIZED.1' - 0"2' - 6"EQEQCLR.3"EXPANSION MATERIAL ASREQUIRED SEE UHISPECIFICATIONSRUBBER DOCK BUMPER ATLOADING DOCK FACE BY DOCKLEVELER MANUFACTURER#5 CONTINUOUS18"#4 DOWEL 18" AT 18" O.C.AND AT ALL CORNER AND ENDSOF WALLSSEE DETAILS NOTE 1SEE DETAILS NOTE 1TOPLOADINGDOCK4'-0" MAX. (N.T.S.)SEE DETAIL NOTE 2SEE DETAIL NOTE 3WITH LOCAL REQUIREMENTSVERIFY FROST DEPTHSAFETY RAIL DETAILTYP.EXPANSION MATERIAL ASREQUIRED SEE UHISPECIFICATIONSTYP.GALVANIZED CONT. HSS 4x4x3/16SEE DETAILS NOTE 1GALVANIZED 1/4" x 4'x0'-4"STEEL EMBED PL. W. 1/2" DIA.x 4" LONG HEADED STUDTOPLOADINGDOCKGALVANIZED CONT. HSS 4x4x3/16 x 3"LONG @ 4'-0" O.C.3/16"3/16"3/16"TYP.3/16"3/16"TYP.3/16"3/16"NOTE: NOT REQUIRED AT GRADELEVEL ACCESSCLIENTPROJECT TITLESHEET TITLESIGN BYDELTA REVISION DATEDATE:JOB NUMBER05/16/2219-8871901 NEWPORT BLVD.SUITE 350.COSTA MESA, CA 92626JCRAIGM@GMAIL.COMSTUDIOM.JCMA@GMAIL.COMO. 714-305-9619THIS DRAWING AND ITS CONTENTS AREINSTRUMENTAL OF SERVICE AND ARETHE COPY RIGHTED PROPERTY OF J.CRAIG MANN ARCHITECT. THE USE OF ISEXPRESSLY INTENDED FOR THEPROJECT NOTED BELOW AND MAY NOTBE REUSED OR REPRODUCED IN WHOLEOR IN PART WITHOUT THE WRITTENPERMISSION OF J. CRAIG MANN.ARCHITECTURE . PLANNING . INTERIORARCHITECTGRAND AVENUE ( AT VAIL STREET)LAKE ELSINORE, CA 92530TRACT: 3846 & LOT: 268 BUILDERSMAX INC.18282 GRAND AVENUE LAKE ELSINORE CA925301207 N. E STREETANAHEIM, CA 92805P: 877.405.1110WWW.BUILDERSMAX.COMNo. C 17030Exp. 01-31-26LICENSEDARCHIT E TC S T A TEOFCALIFORNIAJ.CRAIGMANNPLANNING APPLICATION NO: PA 2021-19GENERAL PLAN AMENDMENT:GPA 2022-0001ZONE CHANGE: ZC 2022-0002COMMERCIAL DESIGN REVIEW:CDR 2022-0012REVIEW NO: 2021-03 (REVIEW DATE: 09/21/22)11/02/22ISSUED 04/17/23PLANNING CORRECTION11/09/23PLANNING CORRECTION03/14/24ISSUED09/25/24REVISION10/23/24PLANNING CORRECTION 12/17/24FIRE DEPT. CORRECTION 01/13/25WALL REVISION-REVISION 02/03/25GEMINVESTMENTS,LLCMR. GUYSELLECK, C/OROME HILLCOMMERCIALA-10TRUCK DOCKADDITIONALDETAILS3ATRUCK DOCKTRUCK DOCK 1/4" = 1'-0"2TRUCK DOCK SECTION 1/4" = 1'-0"1SITE - TRUCK DOCKS - ENLARGEDTRUCK DOCK SECTIONTRUCK DOCK AXONCity of Lake ElsinoreCity Council ApprovalNovember 18, 2025By: Damaris AbrahamCity of Lake ElsinorePlanning Commission ApprovalOctober 21, 2025By: Damaris Abraham
FINISH MATERIALFINISH MATERIAL1##2- ATAS METAL PANEL- SMOOTH DSF OR DWF- 12" W. VERT.3- ATAS METAL PANEL- SMOOTH DSF OR DWF- 12" W. HORI.- METAL WALL CAP. PAINTED TO MATCH ADJACENT WALL.4- OVERHEAD DOOR (ELECTRIC OPERATED)567- OPEN STEEL CANOPY AT OFFICE89- WINDOWSFINISH MATERIAL COLOR#A- SHERWIN WILLIAMS DOVETAIL WS 7018 (244-C5)B- SHERWIN WILLIAMS ALPACA 7022 (241-C1)C- STONEX TILE-1422 NERO MARQUINA MARBLE-POLISHEDFINISH MATERIAL COLOR SAMPLESA- METAL PANEL- AEP SPAN TERRA COTTADBEFC D- SHERWIN WILLIAMS POSITIVE RED SW 6871 (101-C7)G- BLACK OR BLACK FRAME WITH CLEAR GLASS10- W.I. FENCE AND GATE OR GUARDRAILH1112- STOREFRONT SYSTEM, DOORS AND WINDOWS- GRANITE VENEER - 18" W x 18" H.- SWINGING DOOR- SHERWIN WILLIAMS MONORAIL SILVER SW 7663 (233-C3)EF1314- JANUS HIGH GLOSS WHITE -REFLECTION SW 7661 (233-C1)- NON VISION-4-975 LAVA BRONZEII- LIGHT POLE, WALL MOUNTED LIGHT, OR BOLLARD LIGHTG- SOLID STEEL CANOPY AT OFFICE- VERT. WALL PANEL- MBCI- DESIGNER SERIES-16" W. 4" FLUTED- METAL WALL PANEL JOINT- ACCENT15- PROJECT ENTRY SIGN - STUCCO16- PROJECT ENTRY SIGN - STONE VENEER17- SITE WALL - CMU- CULTURE STONEJ- NORMAL GAL. GREYL- BLACKK18- METAL STANDING SEAM ROOF19- TRASH ENCLOSURE FASCIA- BEAM- SUPPORT- GATE OR TRASH ENCLOSURE DOOR202B6F2G7F8I1A2G6F2B2C2C12I3D12IJCRAIGM@GMAIL.COMSTUDIOM.JCMA@GMAIL.COMARCHITECTOWNERDATE: 02/03/251207 N. E STREETANAHEIM, CA 92805ROME HILLGRAND AVENUE ( AT VAIL STREET)LAKE ELSINORE, CA 92530TRACT: 3846 & LOT: 268GEM INVESTMENTS, LLCMR. GUY SELLECK, C/OA-15CBLDG 1COLORELEVATIONP-IROME HILLCOMMERCIALSOUTHWEST ELEVATION 1/16" = 1'-0"1BLDG-1-SOUTHWEST ELEVATION COLORCity of Lake ElsinoreCity Council ApprovalNovember 18, 2025By: Damaris AbrahamCity of Lake ElsinorePlanning Commission ApprovalOctober 21, 2025By: Damaris Abraham
FINISH MATERIALFINISH MATERIAL1##2- ATAS METAL PANEL- SMOOTH DSF OR DWF- 12" W. VERT.3- ATAS METAL PANEL- SMOOTH DSF OR DWF- 12" W. HORI.- METAL WALL CAP. PAINTED TO MATCH ADJACENT WALL.4- OVERHEAD DOOR (ELECTRIC OPERATED)567- OPEN STEEL CANOPY AT OFFICE89- WINDOWSFINISH MATERIAL COLOR#A- SHERWIN WILLIAMS DOVETAIL WS 7018 (244-C5)B- SHERWIN WILLIAMS ALPACA 7022 (241-C1)C- STONEX TILE-1422 NERO MARQUINA MARBLE-POLISHEDFINISH MATERIAL COLOR SAMPLESA- METAL PANEL- AEP SPAN TERRA COTTADBEFC D- SHERWIN WILLIAMS POSITIVE RED SW 6871 (101-C7)G- BLACK OR BLACK FRAME WITH CLEAR GLASS10- W.I. FENCE AND GATE OR GUARDRAILH1112- STOREFRONT SYSTEM, DOORS AND WINDOWS- GRANITE VENEER - 18" W x 18" H.- SWINGING DOOR- SHERWIN WILLIAMS MONORAIL SILVER SW 7663 (233-C3)EF1314- JANUS HIGH GLOSS WHITE -REFLECTION SW 7661 (233-C1)- NON VISION-4-975 LAVA BRONZEII- LIGHT POLE, WALL MOUNTED LIGHT, OR BOLLARD LIGHTG- SOLID STEEL CANOPY AT OFFICE- VERT. WALL PANEL- MBCI- DESIGNER SERIES-16" W. 4" FLUTED- METAL WALL PANEL JOINT- ACCENT15- PROJECT ENTRY SIGN - STUCCO16- PROJECT ENTRY SIGN - STONE VENEER17- SITE WALL - CMU- CULTURE STONEJ- NORMAL GAL. GREYL- BLACKK18- METAL STANDING SEAM ROOF19- TRASH ENCLOSURE FASCIA- BEAM- SUPPORT- GATE OR TRASH ENCLOSURE DOOR204E12I5I13C4E4E4E5I5I2E5IJCRAIGM@GMAIL.COMSTUDIOM.JCMA@GMAIL.COMARCHITECTOWNERDATE: 02/03/251207 N. E STREETANAHEIM, CA 92805ROME HILLGRAND AVENUE ( AT VAIL STREET)LAKE ELSINORE, CA 92530TRACT: 3846 & LOT: 268GEM INVESTMENTS, LLCMR. GUY SELLECK, C/OA-16CBLDG 1COLORELEVATIONP-IROME HILLCOMMERCIALNORTHEAST ELEVATION 1/16" = 1'-0"1BLDG-1-NORTHEAST ELEVATION COLORCity of Lake ElsinoreCity Council ApprovalNovember 18, 2025By: Damaris AbrahamCity of Lake ElsinorePlanning Commission ApprovalOctober 21, 2025By: Damaris Abraham
FINISH MATERIALFINISH MATERIAL1##2- ATAS METAL PANEL- SMOOTH DSF OR DWF- 12" W. VERT.3- ATAS METAL PANEL- SMOOTH DSF OR DWF- 12" W. HORI.- METAL WALL CAP. PAINTED TO MATCH ADJACENT WALL.4- OVERHEAD DOOR (ELECTRIC OPERATED)567- OPEN STEEL CANOPY AT OFFICE89- WINDOWSFINISH MATERIAL COLOR#A- SHERWIN WILLIAMS DOVETAIL WS 7018 (244-C5)B- SHERWIN WILLIAMS ALPACA 7022 (241-C1)C- STONEX TILE-1422 NERO MARQUINA MARBLE-POLISHEDFINISH MATERIAL COLOR SAMPLESA- METAL PANEL- AEP SPAN TERRA COTTADBEFC D- SHERWIN WILLIAMS POSITIVE RED SW 6871 (101-C7)G- BLACK OR BLACK FRAME WITH CLEAR GLASS10- W.I. FENCE AND GATE OR GUARDRAILH1112- STOREFRONT SYSTEM, DOORS AND WINDOWS- GRANITE VENEER - 18" W x 18" H.- SWINGING DOOR- SHERWIN WILLIAMS MONORAIL SILVER SW 7663 (233-C3)EF1314- JANUS HIGH GLOSS WHITE -REFLECTION SW 7661 (233-C1)- NON VISION-4-975 LAVA BRONZEII- LIGHT POLE, WALL MOUNTED LIGHT, OR BOLLARD LIGHTG- SOLID STEEL CANOPY AT OFFICE- VERT. WALL PANEL- MBCI- DESIGNER SERIES-16" W. 4" FLUTED- METAL WALL PANEL JOINT- ACCENT15- PROJECT ENTRY SIGN - STUCCO16- PROJECT ENTRY SIGN - STONE VENEER17- SITE WALL - CMU- CULTURE STONEJ- NORMAL GAL. GREYL- BLACKK18- METAL STANDING SEAM ROOF19- TRASH ENCLOSURE FASCIA- BEAM- SUPPORT- GATE OR TRASH ENCLOSURE DOOR206F7F2B2G4E12I13C1A4E8I4EJCRAIGM@GMAIL.COMSTUDIOM.JCMA@GMAIL.COMARCHITECTOWNERDATE: 02/03/251207 N. E STREETANAHEIM, CA 92805ROME HILLGRAND AVENUE ( AT VAIL STREET)LAKE ELSINORE, CA 92530TRACT: 3846 & LOT: 268GEM INVESTMENTS, LLCMR. GUY SELLECK, C/OA-17CBLDG 1COLORELEVATIONP-IROME HILLCOMMERCIALNORTHWEST ELEVATION 1/16" = 1'-0"1BLDG-1-NORTHWEST ELEVATION COLORCity of Lake ElsinoreCity Council ApprovalNovember 18, 2025By: Damaris AbrahamCity of Lake ElsinorePlanning Commission ApprovalOctober 21, 2025By: Damaris Abraham
FINISH MATERIALFINISH MATERIAL1##2- ATAS METAL PANEL- SMOOTH DSF OR DWF- 12" W. VERT.3- ATAS METAL PANEL- SMOOTH DSF OR DWF- 12" W. HORI.- METAL WALL CAP. PAINTED TO MATCH ADJACENT WALL.4- OVERHEAD DOOR (ELECTRIC OPERATED)567- OPEN STEEL CANOPY AT OFFICE89- WINDOWSFINISH MATERIAL COLOR#A- SHERWIN WILLIAMS DOVETAIL WS 7018 (244-C5)B- SHERWIN WILLIAMS ALPACA 7022 (241-C1)C- STONEX TILE-1422 NERO MARQUINA MARBLE-POLISHEDFINISH MATERIAL COLOR SAMPLESA- METAL PANEL- AEP SPAN TERRA COTTADBEFC D- SHERWIN WILLIAMS POSITIVE RED SW 6871 (101-C7)G- BLACK OR BLACK FRAME WITH CLEAR GLASS10- W.I. FENCE AND GATE OR GUARDRAILH1112- STOREFRONT SYSTEM, DOORS AND WINDOWS- GRANITE VENEER - 18" W x 18" H.- SWINGING DOOR- SHERWIN WILLIAMS MONORAIL SILVER SW 7663 (233-C3)EF1314- JANUS HIGH GLOSS WHITE -REFLECTION SW 7661 (233-C1)- NON VISION-4-975 LAVA BRONZEII- LIGHT POLE, WALL MOUNTED LIGHT, OR BOLLARD LIGHTG- SOLID STEEL CANOPY AT OFFICE- VERT. WALL PANEL- MBCI- DESIGNER SERIES-16" W. 4" FLUTED- METAL WALL PANEL JOINT- ACCENT15- PROJECT ENTRY SIGN - STUCCO16- PROJECT ENTRY SIGN - STONE VENEER17- SITE WALL - CMU- CULTURE STONEJ- NORMAL GAL. GREYL- BLACKK18- METAL STANDING SEAM ROOF19- TRASH ENCLOSURE FASCIA- BEAM- SUPPORT- GATE OR TRASH ENCLOSURE DOOR202B6F7F2G8I4E13C12I4E4EJCRAIGM@GMAIL.COMSTUDIOM.JCMA@GMAIL.COMARCHITECTOWNERDATE: 02/03/251207 N. E STREETANAHEIM, CA 92805ROME HILLGRAND AVENUE ( AT VAIL STREET)LAKE ELSINORE, CA 92530TRACT: 3846 & LOT: 268GEM INVESTMENTS, LLCMR. GUY SELLECK, C/OA-18CBLDG 1COLORELEVATIONP-IROME HILLCOMMERCIALSOUTHEAST ELEVATION 1/16" = 1'-0"1BLDG-1-SOUTHEAST ELEVATION COLORCity of Lake ElsinoreCity Council ApprovalNovember 18, 2025By: Damaris AbrahamCity of Lake ElsinorePlanning Commission ApprovalOctober 21, 2025By: Damaris Abraham
FINISH MATERIALFINISH MATERIAL1##2- ATAS METAL PANEL- SMOOTH DSF OR DWF- 12" W. VERT.3- ATAS METAL PANEL- SMOOTH DSF OR DWF- 12" W. HORI.- METAL WALL CAP. PAINTED TO MATCH ADJACENT WALL.4- OVERHEAD DOOR (ELECTRIC OPERATED)567- OPEN STEEL CANOPY AT OFFICE89- WINDOWSFINISH MATERIAL COLOR#A- SHERWIN WILLIAMS DOVETAIL WS 7018 (244-C5)B- SHERWIN WILLIAMS ALPACA 7022 (241-C1)C- STONEX TILE-1422 NERO MARQUINA MARBLE-POLISHEDFINISH MATERIAL COLOR SAMPLESA- METAL PANEL- AEP SPAN TERRA COTTADBEFC D- SHERWIN WILLIAMS POSITIVE RED SW 6871 (101-C7)G- BLACK OR BLACK FRAME WITH CLEAR GLASS10- W.I. FENCE AND GATE OR GUARDRAILH1112- STOREFRONT SYSTEM, DOORS AND WINDOWS- GRANITE VENEER - 18" W x 18" H.- SWINGING DOOR- SHERWIN WILLIAMS MONORAIL SILVER SW 7663 (233-C3)EF1314- JANUS HIGH GLOSS WHITE -REFLECTION SW 7661 (233-C1)- NON VISION-4-975 LAVA BRONZEII- LIGHT POLE, WALL MOUNTED LIGHT, OR BOLLARD LIGHTG- SOLID STEEL CANOPY AT OFFICE- VERT. WALL PANEL- MBCI- DESIGNER SERIES-16" W. 4" FLUTED- METAL WALL PANEL JOINT- ACCENT15- PROJECT ENTRY SIGN - STUCCO16- PROJECT ENTRY SIGN - STONE VENEER17- SITE WALL - CMU- CULTURE STONEJ- NORMAL GAL. GREYL- BLACKK18- METAL STANDING SEAM ROOF19- TRASH ENCLOSURE FASCIA- BEAM- SUPPORT- GATE OR TRASH ENCLOSURE DOOR201A2B6F7F2G12I4EJCRAIGM@GMAIL.COMSTUDIOM.JCMA@GMAIL.COMARCHITECTOWNERDATE: 02/03/251207 N. E STREETANAHEIM, CA 92805ROME HILLGRAND AVENUE ( AT VAIL STREET)LAKE ELSINORE, CA 92530TRACT: 3846 & LOT: 268GEM INVESTMENTS, LLCMR. GUY SELLECK, C/OA-19CBLDG 2C. ELEVP-IIFUTUREROME HILLCOMMERCIAL 1/16" = 1'-0"1BLDG-2-SOUTHEAST ELEVATION COLORBLDG-2 SOUTHEAST ELEVATION (PHASE - II - FUTURE)City of Lake ElsinoreCity Council ApprovalNovember 18, 2025By: Damaris AbrahamCity of Lake ElsinorePlanning Commission ApprovalOctober 21, 2025By: Damaris Abraham
FINISH MATERIALFINISH MATERIAL1##2- ATAS METAL PANEL- SMOOTH DSF OR DWF- 12" W. VERT.3- ATAS METAL PANEL- SMOOTH DSF OR DWF- 12" W. HORI.- METAL WALL CAP. PAINTED TO MATCH ADJACENT WALL.4- OVERHEAD DOOR (ELECTRIC OPERATED)567- OPEN STEEL CANOPY AT OFFICE89- WINDOWSFINISH MATERIAL COLOR#A- SHERWIN WILLIAMS DOVETAIL WS 7018 (244-C5)B- SHERWIN WILLIAMS ALPACA 7022 (241-C1)C- STONEX TILE-1422 NERO MARQUINA MARBLE-POLISHEDFINISH MATERIAL COLOR SAMPLESA- METAL PANEL- AEP SPAN TERRA COTTADBEFC D- SHERWIN WILLIAMS POSITIVE RED SW 6871 (101-C7)G- BLACK OR BLACK FRAME WITH CLEAR GLASS10- W.I. FENCE AND GATE OR GUARDRAILH1112- STOREFRONT SYSTEM, DOORS AND WINDOWS- GRANITE VENEER - 18" W x 18" H.- SWINGING DOOR- SHERWIN WILLIAMS MONORAIL SILVER SW 7663 (233-C3)EF1314- JANUS HIGH GLOSS WHITE -REFLECTION SW 7661 (233-C1)- NON VISION-4-975 LAVA BRONZEII- LIGHT POLE, WALL MOUNTED LIGHT, OR BOLLARD LIGHTG- SOLID STEEL CANOPY AT OFFICE- VERT. WALL PANEL- MBCI- DESIGNER SERIES-16" W. 4" FLUTED- METAL WALL PANEL JOINT- ACCENT15- PROJECT ENTRY SIGN - STUCCO16- PROJECT ENTRY SIGN - STONE VENEER17- SITE WALL - CMU- CULTURE STONEJ- NORMAL GAL. GREYL- BLACKK18- METAL STANDING SEAM ROOF19- TRASH ENCLOSURE FASCIA- BEAM- SUPPORT- GATE OR TRASH ENCLOSURE DOOR206F2B2G7F12I13C4EJCRAIGM@GMAIL.COMSTUDIOM.JCMA@GMAIL.COMARCHITECTOWNERDATE: 02/03/251207 N. E STREETANAHEIM, CA 92805ROME HILLGRAND AVENUE ( AT VAIL STREET)LAKE ELSINORE, CA 92530TRACT: 3846 & LOT: 268GEM INVESTMENTS, LLCMR. GUY SELLECK, C/OA-20CBLDG 2C. ELEVP-IIFUTUREROME HILLCOMMERCIAL 1/16" = 1'-0"1BLDG-2-NORTHWEST ELEVATION COLORBLDG-2 NORTHWEST ELEVATION (PHASE - II - FUTURE)City of Lake ElsinoreCity Council ApprovalNovember 18, 2025By: Damaris AbrahamCity of Lake ElsinorePlanning Commission ApprovalOctober 21, 2025By: Damaris Abraham
FINISH MATERIALFINISH MATERIAL1##2- ATAS METAL PANEL- SMOOTH DSF OR DWF- 12" W. VERT.3- ATAS METAL PANEL- SMOOTH DSF OR DWF- 12" W. HORI.- METAL WALL CAP. PAINTED TO MATCH ADJACENT WALL.4- OVERHEAD DOOR (ELECTRIC OPERATED)567- OPEN STEEL CANOPY AT OFFICE89- WINDOWSFINISH MATERIAL COLOR#A- SHERWIN WILLIAMS DOVETAIL WS 7018 (244-C5)B- SHERWIN WILLIAMS ALPACA 7022 (241-C1)C- STONEX TILE-1422 NERO MARQUINA MARBLE-POLISHEDFINISH MATERIAL COLOR SAMPLESA- METAL PANEL- AEP SPAN TERRA COTTADBEFC D- SHERWIN WILLIAMS POSITIVE RED SW 6871 (101-C7)G- BLACK OR BLACK FRAME WITH CLEAR GLASS10- W.I. FENCE AND GATE OR GUARDRAILH1112- STOREFRONT SYSTEM, DOORS AND WINDOWS- GRANITE VENEER - 18" W x 18" H.- SWINGING DOOR- SHERWIN WILLIAMS MONORAIL SILVER SW 7663 (233-C3)EF1314- JANUS HIGH GLOSS WHITE -REFLECTION SW 7661 (233-C1)- NON VISION-4-975 LAVA BRONZEII- LIGHT POLE, WALL MOUNTED LIGHT, OR BOLLARD LIGHTG- SOLID STEEL CANOPY AT OFFICE- VERT. WALL PANEL- MBCI- DESIGNER SERIES-16" W. 4" FLUTED- METAL WALL PANEL JOINT- ACCENT15- PROJECT ENTRY SIGN - STUCCO16- PROJECT ENTRY SIGN - STONE VENEER17- SITE WALL - CMU- CULTURE STONEJ- NORMAL GAL. GREYL- BLACKK18- METAL STANDING SEAM ROOF19- TRASH ENCLOSURE FASCIA- BEAM- SUPPORT- GATE OR TRASH ENCLOSURE DOOR205I5I5I5I4E4EJCRAIGM@GMAIL.COMSTUDIOM.JCMA@GMAIL.COMARCHITECTOWNERDATE: 02/03/251207 N. E STREETANAHEIM, CA 92805ROME HILLGRAND AVENUE ( AT VAIL STREET)LAKE ELSINORE, CA 92530TRACT: 3846 & LOT: 268GEM INVESTMENTS, LLCMR. GUY SELLECK, C/OA-21CBLDG 2C ELEVP-IIFUTUREROME HILLCOMMERCIALBLDG-2 NORTHEAST ELEVATION (PHASE - II - FUTURE) 1/16" = 1'-0"1BLDG-2-NORTHEAST ELEVATION COLORCity of Lake ElsinoreCity Council ApprovalNovember 18, 2025By: Damaris AbrahamCity of Lake ElsinorePlanning Commission ApprovalOctober 21, 2025By: Damaris Abraham
FINISH MATERIALFINISH MATERIAL1##2- ATAS METAL PANEL- SMOOTH DSF OR DWF- 12" W. VERT.3- ATAS METAL PANEL- SMOOTH DSF OR DWF- 12" W. HORI.- METAL WALL CAP. PAINTED TO MATCH ADJACENT WALL.4- OVERHEAD DOOR (ELECTRIC OPERATED)567- OPEN STEEL CANOPY AT OFFICE89- WINDOWSFINISH MATERIAL COLOR#A- SHERWIN WILLIAMS DOVETAIL WS 7018 (244-C5)B- SHERWIN WILLIAMS ALPACA 7022 (241-C1)C- STONEX TILE-1422 NERO MARQUINA MARBLE-POLISHEDFINISH MATERIAL COLOR SAMPLESA- METAL PANEL- AEP SPAN TERRA COTTADBEFC D- SHERWIN WILLIAMS POSITIVE RED SW 6871 (101-C7)G- BLACK OR BLACK FRAME WITH CLEAR GLASS10- W.I. FENCE AND GATE OR GUARDRAILH1112- STOREFRONT SYSTEM, DOORS AND WINDOWS- GRANITE VENEER - 18" W x 18" H.- SWINGING DOOR- SHERWIN WILLIAMS MONORAIL SILVER SW 7663 (233-C3)EF1314- JANUS HIGH GLOSS WHITE -REFLECTION SW 7661 (233-C1)- NON VISION-4-975 LAVA BRONZEII- LIGHT POLE, WALL MOUNTED LIGHT, OR BOLLARD LIGHTG- SOLID STEEL CANOPY AT OFFICE- VERT. WALL PANEL- MBCI- DESIGNER SERIES-16" W. 4" FLUTED- METAL WALL PANEL JOINT- ACCENT15- PROJECT ENTRY SIGN - STUCCO16- PROJECT ENTRY SIGN - STONE VENEER17- SITE WALL - CMU- CULTURE STONEJ- NORMAL GAL. GREYL- BLACKK18- METAL STANDING SEAM ROOF19- TRASH ENCLOSURE FASCIA- BEAM- SUPPORT- GATE OR TRASH ENCLOSURE DOOR202B6F7F9H6F2B7F2G2C1A2CJCRAIGM@GMAIL.COMSTUDIOM.JCMA@GMAIL.COMARCHITECTOWNERDATE: 02/03/251207 N. E STREETANAHEIM, CA 92805ROME HILLGRAND AVENUE ( AT VAIL STREET)LAKE ELSINORE, CA 92530TRACT: 3846 & LOT: 268GEM INVESTMENTS, LLCMR. GUY SELLECK, C/OA-22CBLDG 2C. ELEVP-IIFUTUREROME HILLCOMMERCIAL 1/16" = 1'-0"1BLDG-2-SOUTHWEST ELEVATION COLORBLDG -2 SOUTHWEST ELEVATION (PHASE - II - FUTURE)City of Lake ElsinoreCity Council ApprovalNovember 18, 2025By: Damaris AbrahamCity of Lake ElsinorePlanning Commission ApprovalOctober 21, 2025By: Damaris Abraham
FINISH MATERIALFINISH MATERIAL1##2- ATAS METAL PANEL- SMOOTH DSF OR DWF- 12" W. VERT.3- ATAS METAL PANEL- SMOOTH DSF OR DWF- 12" W. HORI.- METAL WALL CAP. PAINTED TO MATCH ADJACENT WALL.4- OVERHEAD DOOR (ELECTRIC OPERATED)567- OPEN STEEL CANOPY AT OFFICE89- WINDOWSFINISH MATERIAL COLOR#A- SHERWIN WILLIAMS DOVETAIL WS 7018 (244-C5)B- SHERWIN WILLIAMS ALPACA 7022 (241-C1)C- STONEX TILE-1422 NERO MARQUINA MARBLE-POLISHEDFINISH MATERIAL COLOR SAMPLESA- METAL PANEL- AEP SPAN TERRA COTTADBEFC D- SHERWIN WILLIAMS POSITIVE RED SW 6871 (101-C7)G- BLACK OR BLACK FRAME WITH CLEAR GLASS10- W.I. FENCE AND GATE OR GUARDRAILH1112- STOREFRONT SYSTEM, DOORS AND WINDOWS- GRANITE VENEER - 18" W x 18" H.- SWINGING DOOR- SHERWIN WILLIAMS MONORAIL SILVER SW 7663 (233-C3)EF1314- JANUS HIGH GLOSS WHITE -REFLECTION SW 7661 (233-C1)- NON VISION-4-975 LAVA BRONZEII- LIGHT POLE, WALL MOUNTED LIGHT, OR BOLLARD LIGHTG- SOLID STEEL CANOPY AT OFFICE- VERT. WALL PANEL- MBCI- DESIGNER SERIES-16" W. 4" FLUTED- METAL WALL PANEL JOINT- ACCENT15- PROJECT ENTRY SIGN - STUCCO16- PROJECT ENTRY SIGN - STONE VENEER17- SITE WALL - CMU- CULTURE STONEJ- NORMAL GAL. GREYL- BLACKK18- METAL STANDING SEAM ROOF19- TRASH ENCLOSURE FASCIA- BEAM- SUPPORT- GATE OR TRASH ENCLOSURE DOOR20FIRST0' - 0"MEZZANINE11' - 0"ROOF24' - 0"PARAPET26' - 0"5I26' - 6"MECHANICALUNIT WITHSCREEN WALLTOP SCREENING29' - 0"DOCK-4' - 0"2E2E4E4E4E4E5I5I13CFIRST0' - 0"MEZZANINE11' - 0"ROOF24' - 0"PARAPET26' - 0"MECHANICALUNIT WITHSCREEN WALLTOP SCREENING29' - 0"DOCK-4' - 0"2B8I2G4E13C9' - 5"12I20' - 5"7F1A6F4E13CFIRST0' - 0"MEZZANINE11' - 0"ROOF24' - 0"PARAPET26' - 0"26' - 0"2B6F7FMECHANICALUNIT WITHSCREEN WALLTOP SCREENING29' - 0"DOCK-4' - 0"5' - 3"A-1172G8I13C12I4ECEILING9' - 5"20' - 5"26' - 0"24' - 0"4EFIRST0' - 0"MEZZANINE11' - 0"ROOF24' - 0"PARAPET26' - 0"26' - 0"20' - 5"CEILING9' - 5"6"20' - 11"26' - 6"26' - 6"ALL WINDOWS AREREAL WINDOWSWITH NON-REFLECTIVE GLASSESALL WINDOWSARE REALWINDOWS WITHNON-REFLECTIVEGLASSESALL WINDOWS AREREAL WINDOWSWITH NON-REFLECTIVE GLASSESALL WINDOWS AREREAL WINDOWSWITH NON-REFLECTIVE GLASSESMECHANICALUNIT WITHSCREEN WALLMECHANICALUNIT WITHSCREEN WALLTOP SCREENING29' - 0"DOCK-4' - 0"A-115A-1161A2C8I6F2B2G2C1A7F2G6F7F8I2B9' - 0"2C4' - 3"8' - 0"8' - 0"10' - 0"8' - 0"4' - 3"9' - 0"9' - 0"9' - 0"9' - 0"34' - 6"16' - 8"4' - 3"10' - 0"8' - 0"4' - 3"27' - 0"20' - 5"CEILING9' - 5"20' - 11"ALL WINDOWS AREREAL WINDOWSWITH NON-REFLECTIVE GLASSES29' - 0"CLIENTPROJECT TITLESHEET TITLESIGN BYDELTA REVISION DATEDATE:JOB NUMBER05/16/2219-8871901 NEWPORT BLVD.SUITE 350.COSTA MESA, CA 92626JCRAIGM@GMAIL.COMSTUDIOM.JCMA@GMAIL.COMO. 714-305-9619THIS DRAWING AND ITS CONTENTS AREINSTRUMENTAL OF SERVICE AND ARETHE COPY RIGHTED PROPERTY OF J.CRAIG MANN ARCHITECT. THE USE OF ISEXPRESSLY INTENDED FOR THEPROJECT NOTED BELOW AND MAY NOTBE REUSED OR REPRODUCED IN WHOLEOR IN PART WITHOUT THE WRITTENPERMISSION OF J. CRAIG MANN.ARCHITECTURE . PLANNING . INTERIORARCHITECTGRAND AVENUE ( AT VAIL STREET)LAKE ELSINORE, CA 92530TRACT: 3846 & LOT: 268 BUILDERSMAX INC.18282 GRAND AVENUE LAKE ELSINORE CA925301207 N. E STREETANAHEIM, CA 92805P: 877.405.1110WWW.BUILDERSMAX.COMNo. C 17030Exp. 01-31-26LICENSEDARCHIT E TC S T A TEOFCALIFORNIAJ.CRAIGMANNPLANNING APPLICATION NO: PA 2021-19GENERAL PLAN AMENDMENT:GPA 2022-0001ZONE CHANGE: ZC 2022-0002COMMERCIAL DESIGN REVIEW:CDR 2022-0012REVIEW NO: 2021-03 (REVIEW DATE: 09/21/22)11/02/22ISSUED 04/17/23PLANNING CORRECTION11/09/23PLANNING CORRECTION03/14/24ISSUED09/25/24REVISION10/23/24PLANNING CORRECTION 12/17/24FIRE DEPT. CORRECTION 01/13/25WALL REVISION-REVISION 02/03/25GEMINVESTMENTS,LLCMR. GUYSELLECK, C/OROME HILLCOMMERCIALA-11BUILDING 1ELEVATIONSPHASE IBUILDING 1 - NORTHEAST ELEVATIONBUILDING 1 - SOUTHEAST ELEVATIONBUILDING 1 - SOUTHWEST ELEVATIONBUILDING 1 - NORTHWEST ELEVATION 3/32" = 1'-0"1BLDG-1-NORTHEAST ELEVATION 3/32" = 1'-0"2BLDG-1-NORTHWEST ELEVATION 3/32" = 1'-0"3BLDG-1-SOUTHEAST ELEVATION 3/32" = 1'-0"4BLDG-1-SOUTHWEST ELEVATION 1" = 1'-0"5WALL MOUNTED LIGHTTYPICAL WALL MOUNTED LIGHTFRONT FRONTSIDECity of Lake ElsinoreCity Council ApprovalNovember 18, 2025By: Damaris AbrahamCity of Lake ElsinorePlanning Commission ApprovalOctober 21, 2025By: Damaris Abraham
FINISH MATERIALFINISH MATERIAL1##2- ATAS METAL PANEL- SMOOTH DSF OR DWF- 12" W. VERT.3- ATAS METAL PANEL- SMOOTH DSF OR DWF- 12" W. HORI.- METAL WALL CAP. PAINTED TO MATCH ADJACENT WALL.4- OVERHEAD DOOR (ELECTRIC OPERATED)567- OPEN STEEL CANOPY AT OFFICE89- WINDOWSFINISH MATERIAL COLOR#A- SHERWIN WILLIAMS DOVETAIL WS 7018 (244-C5)B- SHERWIN WILLIAMS ALPACA 7022 (241-C1)C- STONEX TILE-1422 NERO MARQUINA MARBLE-POLISHEDFINISH MATERIAL COLOR SAMPLESA- METAL PANEL- AEP SPAN TERRA COTTADBEFC D- SHERWIN WILLIAMS POSITIVE RED SW 6871 (101-C7)G- BLACK OR BLACK FRAME WITH CLEAR GLASS10- W.I. FENCE AND GATE OR GUARDRAILH1112- STOREFRONT SYSTEM, DOORS AND WINDOWS- GRANITE VENEER - 18" W x 18" H.- SWINGING DOOR- SHERWIN WILLIAMS MONORAIL SILVER SW 7663 (233-C3)EF1314- JANUS HIGH GLOSS WHITE -REFLECTION SW 7661 (233-C1)- NON VISION-4-975 LAVA BRONZEII- LIGHT POLE, WALL MOUNTED LIGHT, OR BOLLARD LIGHTG- SOLID STEEL CANOPY AT OFFICE- VERT. WALL PANEL- MBCI- DESIGNER SERIES-16" W. 4" FLUTED- METAL WALL PANEL JOINT- ACCENT15- PROJECT ENTRY SIGN - STUCCO16- PROJECT ENTRY SIGN - STONE VENEER17- SITE WALL - CMU- CULTURE STONEJ- NORMAL GAL. GREYL- BLACKK18- METAL STANDING SEAM ROOF19- TRASH ENCLOSURE FASCIA- BEAM- SUPPORT- GATE OR TRASH ENCLOSURE DOOR20FIRST0' - 0"MEZZANINE11' - 0"ROOF24' - 0"PARAPET26' - 0"TOP SCREENING29' - 0"MECHANICALUNIT WITHSCREEN WALLDOCK-4' - 0"26' - 0"13C12I13C2B6F2G7F4EFIRST0' - 0"MEZZANINE11' - 0"ROOF24' - 0"PARAPET26' - 0"CEILING9' - 5"TOP SCREENING29' - 0"MECHANICALUNIT WITHSCREEN WALLDOCK-4' - 0"20' - 5"MECHANICALUNIT WITHSCREEN WALL177' - 0"ALL WINDOWS ARE REALWINDOWS WITH NON-REFLECTIVE GLASSES2B6F2C1A2C2G2B9H7F6FFIRST0' - 0"MEZZANINE11' - 0"ROOF24' - 0"PARAPET26' - 0"TOP SCREENING29' - 0"DOCK-4' - 0"1A2B2G6F4E4E7F12IFIRST0' - 0"MEZZANINE11' - 0"ROOF24' - 0"PARAPET26' - 0"TOP SCREENING29' - 0"DOCK-4' - 0"26' - 0"13C5I5I4E5I5I12I12I12I12I4ECLIENTPROJECT TITLESHEET TITLESIGN BYDELTA REVISION DATEDATE:JOB NUMBER05/16/2219-8871901 NEWPORT BLVD.SUITE 350.COSTA MESA, CA 92626JCRAIGM@GMAIL.COMSTUDIOM.JCMA@GMAIL.COMO. 714-305-9619THIS DRAWING AND ITS CONTENTS AREINSTRUMENTAL OF SERVICE AND ARETHE COPY RIGHTED PROPERTY OF J.CRAIG MANN ARCHITECT. THE USE OF ISEXPRESSLY INTENDED FOR THEPROJECT NOTED BELOW AND MAY NOTBE REUSED OR REPRODUCED IN WHOLEOR IN PART WITHOUT THE WRITTENPERMISSION OF J. CRAIG MANN.ARCHITECTURE . PLANNING . INTERIORARCHITECTGRAND AVENUE ( AT VAIL STREET)LAKE ELSINORE, CA 92530TRACT: 3846 & LOT: 268 BUILDERSMAX INC.18282 GRAND AVENUE LAKE ELSINORE CA925301207 N. E STREETANAHEIM, CA 92805P: 877.405.1110WWW.BUILDERSMAX.COMNo. C 17030Exp. 01-31-26LICENSEDARCHIT E TC S T A TEOFCALIFORNIAJ.CRAIGMANNPLANNING APPLICATION NO: PA 2021-19GENERAL PLAN AMENDMENT:GPA 2022-0001ZONE CHANGE: ZC 2022-0002COMMERCIAL DESIGN REVIEW:CDR 2022-0012REVIEW NO: 2021-03 (REVIEW DATE: 09/21/22)11/02/22ISSUED 04/17/23PLANNING CORRECTION11/09/23PLANNING CORRECTION03/14/24ISSUED09/25/24REVISION10/23/24PLANNING CORRECTION 12/17/24FIRE DEPT. CORRECTION 01/13/25WALL REVISION-REVISION 02/03/25GEMINVESTMENTS,LLCMR. GUYSELLECK, C/OROME HILLCOMMERCIALA-12BUILDING 2ELEVATIONSPHASE II(FUTURE)BUILDING 2 - NORTHEAST ELEVATION (PHASE - II - FUTURE)BUILDING 2 - SOUTHEAST ELEVATION (PHASE - II - FUTURE)BUILDING 2 - SOUTHWEST ELEVATION (PHASE - II - FUTURE)BUILDING 2 - NORTHWEST ELEVATION (PHASE - II - FUTURE) 3/32" = 1'-0"2BLDG-2-NORTHWEST ELEVATION 3/32" = 1'-0"4BLDG-2-SOUTHWEST ELEVATION 3/32" = 1'-0"1BLDG-2-SOUTHEAST ELEVATION 3/32" = 1'-0"3BLDG-2-NORTHEAST ELEVATION-2City of Lake ElsinoreCity Council ApprovalNovember 18, 2025By: Damaris AbrahamCity of Lake ElsinorePlanning Commission ApprovalOctober 21, 2025By: Damaris Abraham
A-133A-132CONTEMPORARY STYLECONTEMPORARY STYLEPHASE - IPHASE - II (FUTURE)A3029?WAREHOUSE1.11.21.41.51.61.71.81.91.101.111.121.31.1-31.132.A2.B2.C2.D2.E2.F2.G2.H2.I2.J2.K2.L2.M2.N2.O2.PFIRST0' - 0"MEZZANINE11' - 0"ROOF24' - 0"PARAPET26' - 0"TOP SCREENING29' - 0"DOCK-4' - 0"CLIENTPROJECT TITLESHEET TITLESIGN BYDELTA REVISION DATEDATE:JOB NUMBER05/16/2219-8871901 NEWPORT BLVD.SUITE 350.COSTA MESA, CA 92626JCRAIGM@GMAIL.COMSTUDIOM.JCMA@GMAIL.COMO. 714-305-9619THIS DRAWING AND ITS CONTENTS AREINSTRUMENTAL OF SERVICE AND ARETHE COPY RIGHTED PROPERTY OF J.CRAIG MANN ARCHITECT. THE USE OF ISEXPRESSLY INTENDED FOR THEPROJECT NOTED BELOW AND MAY NOTBE REUSED OR REPRODUCED IN WHOLEOR IN PART WITHOUT THE WRITTENPERMISSION OF J. CRAIG MANN.ARCHITECTURE . PLANNING . INTERIORARCHITECTGRAND AVENUE ( AT VAIL STREET)LAKE ELSINORE, CA 92530TRACT: 3846 & LOT: 268 BUILDERSMAX INC.18282 GRAND AVENUE LAKE ELSINORE CA925301207 N. E STREETANAHEIM, CA 92805P: 877.405.1110WWW.BUILDERSMAX.COMNo. C 17030Exp. 01-31-26LICENSEDARCHIT E TC S T A TEOFCALIFORNIAJ.CRAIGMANNPLANNING APPLICATION NO: PA 2021-19GENERAL PLAN AMENDMENT:GPA 2022-0001ZONE CHANGE: ZC 2022-0002COMMERCIAL DESIGN REVIEW:CDR 2022-0012REVIEW NO: 2021-03 (REVIEW DATE: 09/21/22)11/02/22ISSUED 04/17/23PLANNING CORRECTION11/09/23PLANNING CORRECTION03/14/24ISSUED09/25/24REVISION10/23/24PLANNING CORRECTION 12/17/24FIRE DEPT. CORRECTION 01/13/25WALL REVISION-REVISION 02/03/25GEMINVESTMENTS,LLCMR. GUYSELLECK, C/OROME HILLCOMMERCIALA-13SECTIONSPHASE I & II 1" = 40'-0"1SITE SECTION 1" = 10'-0"2SITE SECTION - BLDG-1 1" = 10'-0"3SITE SECTION - BLDG-2BUILDING 1 AND 2 - SECTIONSBUILDING 1 - SECTION - PHASE - IBUILDING 1 - SECTION -PHASE - IBUILDING 2 - SECTION - PHASE II (FUTURE) 1/8" = 1'-0"4BLDG-1 SECTION-10-PLANNING-2City of Lake ElsinoreCity Council ApprovalNovember 18, 2025By: Damaris AbrahamCity of Lake ElsinorePlanning Commission ApprovalOctober 21, 2025By: Damaris Abraham
METAL STUD WALL AT OFFICENOTE:1. PROVIDE SEALANT ALL GAPS AND JOINTSDRIVEWAYOFFICECOMPACTEDSOILASPHALTPAVING,SEE SITEPLAN03.01SEE SECTION ANDELEVATION FOROCCURENCEDRIVE WAY11' - 0"07.68A9.25T. O. FIRST9.2507.4607.2226' - 0"07.1107.65B09.289.289.24B7.29T. O. OFFICE FLOOR05.35NOTE:METAL PANEL AND DENSHIELD BOARDATTACHED PER MANUFACTURER'SRECOMENDATIONS.IF PANELS ARE INSTALLED VERTICALLY,FURRING CHANNEL OR ZEE GIRT SHALL BEREQUIRED PER MANUFACTURER. SEE KEYNOTEFOR FURRING CHANNEL SPACING OR SEEMANUFACTURER'S INSTALLTION GUIDEMOMENT FRAME6"OFFICE23' - 0"07.1907.50A07.3905.22FIRST0' - 0"MEZZANINE11' - 0"ROOF24' - 0"PARAPET26' - 0"TOP SCREENING29' - 0"DOCK-4' - 0"FIRST0' - 0"MEZZANINE11' - 0"ROOF24' - 0"PARAPET26' - 0"TOP SCREENING29' - 0"DOCK-4' - 0"CLIENTPROJECT TITLESHEET TITLESIGN BYDELTA REVISION DATEDATE:JOB NUMBER05/16/2219-8871901 NEWPORT BLVD.SUITE 350.COSTA MESA, CA 92626JCRAIGM@GMAIL.COMSTUDIOM.JCMA@GMAIL.COMO. 714-305-9619THIS DRAWING AND ITS CONTENTS AREINSTRUMENTAL OF SERVICE AND ARETHE COPY RIGHTED PROPERTY OF J.CRAIG MANN ARCHITECT. THE USE OF ISEXPRESSLY INTENDED FOR THEPROJECT NOTED BELOW AND MAY NOTBE REUSED OR REPRODUCED IN WHOLEOR IN PART WITHOUT THE WRITTENPERMISSION OF J. CRAIG MANN.ARCHITECTURE . PLANNING . INTERIORARCHITECTGRAND AVENUE ( AT VAIL STREET)LAKE ELSINORE, CA 92530TRACT: 3846 & LOT: 268 BUILDERSMAX INC.18282 GRAND AVENUE LAKE ELSINORE CA925301207 N. E STREETANAHEIM, CA 92805P: 877.405.1110WWW.BUILDERSMAX.COMNo. C 17030Exp. 01-31-26LICENSEDARCHIT E TC S T A TEOFCALIFORNIAJ.CRAIGMANNPLANNING APPLICATION NO: PA 2021-19GENERAL PLAN AMENDMENT:GPA 2022-0001ZONE CHANGE: ZC 2022-0002COMMERCIAL DESIGN REVIEW:CDR 2022-0012REVIEW NO: 2021-03 (REVIEW DATE: 09/21/22)11/02/22ISSUED 04/17/23PLANNING CORRECTION11/09/23PLANNING CORRECTION03/14/24ISSUED09/25/24REVISION10/23/24PLANNING CORRECTION 12/17/24FIRE DEPT. CORRECTION 01/13/25WALL REVISION-REVISION 02/03/25GEMINVESTMENTS,LLCMR. GUYSELLECK, C/OROME HILLCOMMERCIALA-14SECTIONSBUILDING 1 - SECTION 3/4" = 1'-0"6A326-06-MOMENT FRAME-PLANNING 1/16" = 1'-0"1BLDG-1 SECTION-10-PLANNINGBUILDING 2 - SECTION - PHASE II (FUTURE) 1/16" = 1'-0"2BLDG 2 - SECTION-4 PLANNINGCity of Lake ElsinoreCity Council ApprovalNovember 18, 2025By: Damaris AbrahamCity of Lake ElsinorePlanning Commission ApprovalOctober 21, 2025By: Damaris Abraham
PRELIMINARY GRADING PLANFORROME HILL COMMERCIAL PARK18240 GRAND AVENUE, LAKE ELSINORE, CA 925301.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF LAKE ELSINORE MUNICIPAL CODE, CHAPTER 15.72 AND APPLICABLESTANDARDS AND SPECIFICATIONS AND THE LATEST EDITION OF THE UNIFORM BUILDING CODE (U.B.C.), CHAPTER 33.2.A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT, CITY OF LAKE ELSINORE, PRIOR TO ANY OPERATIONS.3.THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND U.S.A. ALERT (1-800-422-4133) FORTY-EIGHT (48)HOURS PRIOR TO GRADING.4.THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST TWENTY-FOUR (24) HOURS IN ADVANCE OF BEGINNINGGRADING OPERATIONS.5.DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER.6.CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL, UNLESS OTHERWISE APPROVED, AND SHALL BE SHOWN ON THEPLAN.7.FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL, UNLESS OTHERWISE APPROVED, SHALL BE SHOWN ON PLAN, ANDSHALL NOT HAVE LESS THAN 90% RELATIVE COMPACTION OUT TO THE FINISHED SURFACE.8.FILLS SHALL BE COMPACTED THROUGHOUT TO 90% DENSITY AS DETERMINED BY THE MODIFIED THREE (3) LAYER A.S.T.M. D-1557-70 TESTMETHOD.9.FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS, SCARIFIED, AND INSPECTED BY THE GRADING INSPECTOR AND APPROVEDSOILS TESTING AGENCY PRIOR TO THE PLACING OF FILL.10.ALL FILL MATERIAL SHALL BE CLEAN EARTH. NO FILL SHALL BE PLACED UNTIL PREPARATION OF GROUND IS APPROVED BY THE SOILSENGINEER.11.FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN ½” PER FOOT FOR A MINIMUM OF THREE (3) FEET, THEN1% (MINIMUM) TO FLOW LINE OF EARTH SWALE.12.MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1% IF CUT OR FILL SLOPE IS LESS THAN TEN FEET (10’), AND 2% IF CUT OR FILLIS GREATER THAN TEN FEET (10’). DRAINAGE SWALES SHALL BE A MINIMUM OF 0.5’ DEEP AND CONSTRUCTED A MINIMUM OF TWO FEET (2’)FROM THE TOP OF CUT OR FILL SLOPES.13.PROVIDE 5’ WIDE BY 1’ HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5’ HIGH14.PROVIDE A BROW DITCH, DESIGNED TO HANDLE ONE HUNDRED (100) YEAR STORM FLOWS ALONG THE TOP OF CUT SLOPES.15.NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED.16.A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER, TO SUPERVISE GRADING AND PROVIDE A FINAL SOILS REPORT WHICH INCLUDESFOUNDATION REQUIREMENTS (SUBDIVISIONS) AND EXPANSIVE CHARACTERISTICS OF THE SOIL.17.GRADING CERTIFICATION BY THE DEVELOPER’S CIVIL ENGINEER AND A FINAL COMPACTION REPORT BY A SOILS ENGINEER SHALL BESUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENTS PRIOR TO ISSUANCE OF BUILDING PERMITS.18.THE SOILS ENGINEERING INVESTIGATION DATED ____________ PREPARED BY (ENGINEER CONSULTANT) DATED _________ AND THEENGINEERING GEOLOGIC INVESTIGATION DATED __________ PREPARED BY (GEOLOGIC CONSULTANT), SHALL BE CONSIDERED A PART OF THISGRADING PLAN AND SHALL BE IN COMPLIANCE.19.A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATION. WHERE SPECIFICELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENTGROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN.20.ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING.21.STABILITY CALCULATIONS WITH A SAFETY FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE BUILDING ANDENGINEERING DEPARTMENTS FOR CUT AND FILL SLOPES OVER THIRTY FEET (30’) IN VERTICAL HEIGHT.22.A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE (1) FOOT.23.IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED AND BENCHED INTO FIRM NATURALSOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL.SLOPES GREATER THAN 5:1 ARE REQUIRED TO BE KEYED AND BENCHED.24.THE SOILS ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES:a.UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BACKFILL OF ALLUVIAL, COLLUVIAL AND TERRACED AREAS ANDANY SUBSTRUCTURES.b.DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION, BENCHING ANDc.FILLING OPERATIONS.d.DURING INSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER MATERIAL.e.WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION.25.EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT OR ANOTHER APPROVED GROUND COVER, AT TWELVEINCHES (12”) ON CENTER. SLOPES OVER FIFTEEN FEET (15’) IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLANTED WITHAPPROVED TREES, SHRUBS OR COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT TEN FEET (10’) ON CENTER; TREES AT TWENTY FEET(20’) ON CENTER; COMBINATIONS FIFTEEN FEET (15’) ON CENTER. SLOPES OVER THREE FEET (3’) IN VERTICAL HEIGHT SHALL HAVE PERMANENTIRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.B.C.26.APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURINGTHE GRADING PROJECT.27.APPROVED EROSION PREVENTIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY SEASON AND SHALL BE IN PLACE AT THEEND OF EACH DAY’S WORK.28.ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS.29.THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMITTEE.30.AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIME.31.SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION OF GRADING OPERATION.32.ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR ALL SLOPES IN EXCESS OF THREE (3) FEET VERTICALHEIGHT WITHIN NINETY (90) DAYS AFTER COMPLETION OF ROUGH GRADING AND SHALL BE IN ACCORDANCE WITH CITY OF LAKE ELSINOREGRADING ORDINANCE NO. 882 PRIOR TO THE APPROVAL OF FINAL INSPECTION.SHEET INDEXTITLE SHEET1SHEET INDEX PLAN2PRELIMINARY GRADING PLAN3, 4K-1 DRAINAGE PLAN5SECTIONS & DETAILS6ARCHITECTJ. CRAIG MANN ARCHITECT1931 NEWPORT BLVD., SUITE MCOSTA MESA, CA 92626EMAIL: STUDIO.JCMA@GMAIL.COMSOIL ENGINEERGECON WEST, INC.41571 CORNING PLACE, SUITE 101MURRIETA, CA 92562PHONE: 951-304-2300CIVIL ENGINEERW.H. CIVIL INC.NORTH CA: 2380 QUME DR., STE E,SAN JOSE, CA 95131SOUTH CA:548 WALDIRVINE, CA 92618PHONE:949-229-3357LOT SIZE:294,674SQ-FTDISTURBED AREA:271,532SQ-FTEXISTING IMPERVIOUS AREA:0SQ-FTPROPOSED IMPERVIOUS AREA:198,226SQ-FTNOTE:QUANTITIES SHOWN HERE ON ARE FOR PERMIT AND/OR BONDING PURPOSE ONLY.SECTION 4216 / 4217 OF THE GOVERNMENT CODEREQUIRES A DIGALERT IDENTIFICATION NUMBER BEISSUED BEFORE A "PERMIT TO EXCAVATE" WILL BEVALID. FOR YOU DIGALERT I.D. NUMBER CALLUNDERGROUND SERVICE ALERT TOLL FREE1-800-422-4133 TOW WORKING DAY BEFORE YOU DIG.VICINITY MAPNOT TO SCALEPROJECT LOCATIONGRADING NOTES1.FOR PROJECTS THAT REQUIRE COVERAGE UNDER THE GENERAL CONSTRUCTION PERMIT, THE PROPERTY OWNER IS RESPONSIBLE FORENSURING THAT A QUALIFIED SWPPP PRACTITIONER AND QUALIFIED SWPPP DEVELOPER (QSD) IMPLEMENT AND MAINTAIN THESWPPP-APPROVED, PRE-QUALIFIED BMP’S FROM THE CALIFORNIA STORM WATER QUALITY ASSOCIATION (CASQA) HANDBOOK / WEBSITE FORCONSTRUCTION TO RETAIN SEDIMENTS AND POLLUTANTS OF CONCERN FROM AREAS DISTURBED ONSITE TO THE MAXIMUM EXTENTPRACTICABLE DURING ANY PHASE OF CONSTRUCTION OPERATIONS. FOR ALL OTHER PROJECTS, THE PROPERTY OWNER IS RESPONSIBLE FORENSURING THAT BMP’S FOR CONSTRUCTION ARE IMPLEMENTED TO RETAIN SEDIMENTS AND POLLUTANTS OF CONCERN FROM AREASDISTURBED ONSITE TO THE MAXIMUM EXTENT PRACTICABLE. THE EROSION CONTROL MEASURES INCLUDE THOSE SHOWN ON THIS PLAN ASWELL AS ANY ADDITIONAL EROSION CONTROL MEASURES DICTATED BY FIELD CONDITIONS TO PREVENT EROSION AND/OR THE INTRODUCTIONOF POLLUTANTS INTO EXISTING PUBLIC STREETS AND/OR ONTO ADJACENT PROPERTIES DURING ANY PHASE OF CONSTRUCTION.NPDES/STORM WATER POLLUTION NOTESEROSION CONTROL NOTESALL EROSION CONTROL PLANS SHALL BE IN ACCORDANCE WITH CITY OF LAKE ELSINORE ORDINANCE NOS.1237, 772, 529, 1004, CONSTRUCTIONSITE BEST MANAGEMENT PRACTICES (BMP’S) AND STANDARDS OUTLINED WITHIN THE LAKE ELSINORE DESIGN MANUAL. NO GRADING PERMITSHALL BE ISSUED WITHOUT AN EROSION CONTROL PLAN APPROVED BY THE CITY ENGINEER. THE EROSION CONTROL PLAN SHALL INCLUDEDETAILS OF PROTECTIVE MEASURES, INCLUDING DESILTING BASINS OR OTHER TEMPORARY DRAINAGE OR CONTROL MEASURES, OR BOTH, ASMAY BE NECESSARY TO PROTECT THE WATER QUALITY OF RECEIVING WATER BODIES OR TO PROTECT ADJOINING PUBLIC AND PRIVATEPROPERTY FROM DAMAGE FROM EROSION, FLOODING OR THE DEPOSITION OF MUD OR DEBRIS WHICH MAY ORIGINATE FROM THE SITE ORRESULT FROM SUCH GRADING OPERATIONS.THE FOLLOWING EROSION CONTROL AND NPDES NOTES AS WORDED WITH BLANKS FILLED IN, SHALL BE PLACED ON THE PLANS:1.ALL EROSION CONTROL PLANS SHALL BE IN ACCORDANCE WITH CITY OF LAKE ELSINORE ORDINANCE NOS. 529, 772, 1237, 1004, CONSTRUCTIONSITE BEST MANAGEMENT PRACTICES (BMP’S), AND STANDARDS OUTLINED WITHIN THE LAKE ELSINORE DESIGN MANUAL2.THE DEVELOPER/CONTRACTOR IS RESPONSIBLE FOR ANY DISCHARGES BY SUBCONTRACTORS.3.IN CASE OF EMERGENCY, CALL ___________________________ (RESPONSIBLE PERSON) AT _____________________ (24-HOUR PHONE NUMBER).4.DEVICES TO REDUCE EROSION DAMAGE SHALL NOT BE PLACED MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE QUALIFIED SWPPPDEVELOPER, CITY ENGINEER, OR IN AN EMERGENCY, BY THE PERSON RESPONSIBLE FOR GRADING OPERATIONS.5.AREAS THAT ARE CLEARED AND GRADED SHALL BE LIMITED TO ONLY THE PORTION OF THE SITE THAT IS NECESSARY FOR CONSTRUCTION.THE CONSTRUCTION SITE SHALL BE MANAGED TO MINIMIZE THE EXPOSURE TIME OF DISTURBED SOIL AREAS THROUGH PHASING ANDSCHEDULING OF GRADING AND THE USE OF TEMPORARY AND PERMANENT SOIL STABILIZATION.6.ONCE DISTURBED, GRADED SLOPES EXCEEDING A 3:1 RATIO AND/OR TEN (10) FEET IN HEIGHT (TEMPORARY OR PERMANENT) SHALL BESTABILIZED IF THEY WILL NOT BE WORKED WITHIN 7 DURING THE STORM SEASON, ALL SLOPES SHALL BE STABILIZED 24 HOURS PRIOR TO APREDICTED STORM EVENT. CONSTRUCTION SITES SHALL BE REVEGETATED AS EARLY AS FEASIBLE AFTER SOIL DISTURBANCE AND WITHIN7-DAYS OF COMPLETION.7.FILL SLOPES AT THE TRACT PERIMETER MUST DRAIN AWAY FROM THE TOP OF THE SLOPE AT THE CONCLUSION OF EACH WORKING DAY.8.THE CONTRACTOR SHALL BE RESPONSIBLE AND HAVE SIGNS POSTED ON THE SITE TO WARN AGAINST PUBLIC TRESPASS INTO AREAS WHEREWATER IS IMPOUNDED.9.DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER.10.PLACEMENT OF DEVICES TO REDUCE EROSION DAMAGE WITHIN THE DEVELOPMENT SHALL BE SHOWN ON THE APPROVED PLAN.11.DESILTING FACILITIES AT ALL DRAINAGE INLETS FOR THE GRADED SITE SHALL BE DESIGNED FOR A TWENTY-FIVE (25) YEAR, SIX (6) HOURSTORM INTENSITY. THEY MUST BE DETAILED ON THE DESIGN AND SPECIFIC RECOMMENDATIONS SHALL BE SUBMITTED FOR THE FOLLOWING:A)DESILTING BASIN VOLUME BASED ON GRADIENT AND NATURE OF SOILS.B)THE EXTENT OF ALL GRADED AREAS AND IDENTIFICATION OF ANY TEMPORARY SOIL STABILIZATION MEASURES.C)SIZE OF DESILTING BASIN OUTLET PIPE AND OVERFLOW.D)DIKE REQUIREMENTS. SHOW MINIMUM WALL WIDTH, SLOPE OF WALLS, PERCENT COMPACTION, ETC.E)OUTLET CONDITIONS FROM THE DESILTING BASIN SHALL NOT EXCEED DOWNSTREAM LIMITATIONS, WITH THE EXCEPTION OF OVERFLOW,WHICH IS TO BE DESIGNED TO PROVIDE CAPACITY OF 1.5 TIMES THE MAXIMUM DESIGN FLOW.12.NECESSARY MATERIALS SHALL BE AVAILABLE ON-SITE AND AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARYDEVICES OR TO REPAIR ANY DAMAGED EROSION CONTROL MEASURES WHEN A 50% CHANCE OR GREATER OF RAIN WITHIN A 48 HOUR PERIODIS FORECAST FOR LAKE ELSINORE BY THE NATIONAL OCEANIC AND ATMOSPHERIC AGENCY (NOAA).13.BMP’S SHALL BE MAINTAINED AND INSPECTED DAILY TO MINIMIZE AND/OR PREVENT THE ENTRAINMENT OF SOIL IN RUNOFF FROM DISTURBEDSOIL AREAS ON CONSTRUCTION SITES. ALL REMOVABLE PROTECTIVE EROSION CONTROL DEVICES SHOWN SHALL BE IN PLACE AT THE END OFEACH WORKING DAY WHEN THE FOUR (4) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%).14.AFTER A RAINSTORM, ALL PROJECT GENERATED SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS, ONSITE PUBLIC DRAINS ANDPIPES, DRAINS AND PIPES OF ADJACENT PROPERTIES AND DESILTING BASINS AND THE BASINS PUMPED DRY. ANY GRADED SLOPE BMP’SDAMAGED DURING A RAINSTORM SHALL ALSO BE IMMEDIATELY REPAIRED. FAILURE TO PROVIDE EFFECTIVE MAINTENANCE MAY RESULT INPENALTIES.15.DISCHARGING OF CONTAMINATED SOILS VIA SURFACE EROSION IS PROHIBITED.16.CONSTRUCTION ACCESS POINTS SHALL BE STABILIZED WITH A COMBINATION OF ROCK AND SHAKER PLATES YEAR-ROUND TO PREVENTTRACK-OUT. ROUTINE STREET SWEEPING SHALL BE PERFORMED ON ALL PAVED STREETS WHERE TRACKING IS OBSERVED. VACUUMSWEEPERS SHALL BE USED WHEN STREET SWEEPING BECOMES INEFFECTIVE.2.FOR PROJECTS THAT REQUIRE COVERAGE UNDER THE GENERAL CONSTRUCTION PERMIT, THE STORM WATER POLLUTION PREVENTION PLAN(SWPPP) SHALL BE KEPT ON-SITE AND MADE AVAILABLE UPON REQUEST OF A REPRESENTATIVE OF THE REGIONAL WATER QUALITY CONTROLBOARD (RWQCB) - SANTA ANA REGION AND/OR THE CITY OF LAKE ELSINORE.3.CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT AN ANTICIPATED STORM DOES NOT CARRY WASTES OR POLLUTANTSOFF THE SITE. DISCHARGES OF MATERIAL OTHER THAN STORM WATER (NON-STORM WATER) ARE PROHIBITED EXCEPT AS AUTHORIZED BY ANINDIVIDUAL NPDES PERMIT UNDER THE STATEWIDE GENERAL PERMIT – CONSTRUCTION ACTIVITY.4.POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO: SOLID OR LIQUID CHEMICAL SPILLS; WASTES FROM PAINTS, STAINS, SEALANTS,SOLVENTS, DETERGENTS, GLUES, LIME, PESTICIDES, HERBICIDES, FERTILIZERS, WOOD PRESERVATIVES, AND ASBESTOS FIBERS, PAINTFLAKES OR STUCCO FRAGMENTS; FUELS, OILS LUBRICANTS, AND HYDRAULIC, RADIATOR OR BATTERY FLUIDS; CONCRETE AND RELATEDCUTTING OR CURING RESIDUES; FLOATABLE WASTES; WASTES FROM ENGINE/EQUIPMENT STEAM CLEANING OR CHEMICAL DEGREASING;WASTES FROM STREET CLEANING; AND SUPER-CHLORINATED POTABLE WATER FROM LINE FLUSHING AND TESTING. DURING CONSTRUCTION,DISPOSAL OF SUCH MATERIALS SHOULD OCCUR IN A SPECIFIED AND CONTROLLED TEMPORARY AREA ON-SITE PHYSICALLY SEPARATED FROMPOTENTIAL STORM WATER RUNOFF, WITH ULTIMATE DISPOSAL IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS.5.RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED AT CONSTRUCTION SITE AND MUST NOT BE DISCHARGED TORECEIVING WATERS OR THE LOCAL STORM DRAIN SYSTEM.6.APPROPRIATE BMPS FOR CONSTRUCTION-RELATED MATERIALS, WASTES, SPILLS OR RESIDUES SHALL BE IMPLEMENTED TO ELIMINATE ORREDUCE TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES, OR ADJOINING PROPERTIES BY WIND OR RUNOFF.7.MATERIAL STORAGE AND STAGING AREAS SHALL BE ESTABLISHED. FUEL TANK, PORTABLE TOILETS, LIQUIDS, GELS AND POWDERS SHALL HAVESECONDARY CONTAINMENT AND BE STORED AWAY FROM ALL PRIVATE / PUBLIC STORM WATER CONVEYANCE SYSTEMS, SIDEWALKS,RIGHTS-OF-WAYS AND FLOW-LINES.8.ALL PORTABLE MIXERS SHALL HAVE PLASTIC LINERS UNDERNEATH WITH GRAVEL BAGS PLACES ON THE DOWN-HILL SIDE OF THE LINERS TOCONTAIN DISCHARGES.9.CONTROLLED STREET WASHING WILL ONLY BE ALLOWED PRIOR TO THE APPLICATION OF ASPHALT SEAL COATS AND ONLY WHEN ALLPERTINENT DRAINAGE INLETS ARE PROTECTED.10.ALL CONSTRUCTION CONTACTORS AND SUBCONTRACTOR PERSONNEL ARE TO BE MADE AWARE OF THE REQUIRED BMPS AND GOODHOUSEKEEPING MEASURES FOR THE PROJECT SITE AND ANY ASSOCIATED CONSTRUCTION STAGING AREAS.11.DISCHARGING CONTAMINATED GROUNDWATER PRODUCED BY DEWATERING GROUNDWATER THAT HAS INFILTRATED INTO THECONSTRUCTION SITE IS PROHIBITED. DISCHARGING NONCONTAMINATED GROUNDWATER PRODUCED BY DEWATERING ACTIVITIES MAYREQUIRE A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT FROM THE REGIONAL WATER QUALITY CONTROL BOARD.12.STORM WATER RUNOFF SHALL NOT BE DIRECTED OVER ANY SLOPES WITHOUT PERMANENT DOWN DRAINS INSTALLED. EROSION ANDSEDIMENT CONTROLS INCLUDING MAINTENANCE ARE REQUIRED ON ALL EXPOSED SLOPES UNTIL SUFFICIENT PERMANENT LANDSCAPING HASBEEN ESTABLISHED. 100% SLOPE PROTECTION MUST BE IN PLACE PRIOR TO THE ISSUANCE OF THE FINAL CERTIFICATE OF OCCUPANCY.13.VEGETATION CLEARING AND BRUSHING ACTIVITIES SHALL NOT BE INITIATED DURING THE WET SEASON ON ANY SITES WHICH ARE NOTADEQUATELY PROTECTED WITH DESILTING BASINS OR OTHER TEMPORARY DRAINAGE OR CONTROL MEASURES.14.STOCKPILES OF SOIL SHALL BE PROPERLY SECURED WITH BMP’S TO ELIMINATE OR REDUCE SEDIMENT TRANSPORT FROM THE SITE TOSTREETS, DRAINAGE FACILITIES OR ADJACENT PROPERTIES.15.STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO ELIMINATE OR REDUCE SEDIMENT TRANSPORT FROM THE SITE TO STREETS,DRAINAGE FACILITIES OR ADJACENT PROPERTIES VIA RUNOFF, VEHICLE TRACKING OR WIND. INACTIVE FOR A PERIOD OF 14 DAYS OR MORESHALL BE COVERED; ACTIVE STOCKPILES SHALL BE COVERED PRIOR TO A FORECASTED RAIN.16.FOR PROJECT REQUIRING COVERAGE UNDER THE CONSTRUCTION GENERAL PERMIT, SPECIAL ATTENTION SHALL BE GIVEN TO PREPARATIONAND INSTALLATION OF THE RAIN EVENT ACTION PLAN (REAP) AS REQUIRED BASED ON SITE RISK LEVEL OR AS MANDATED BY THE SANTA ANAREGIONAL BOARD NPDES PERMIT, GENERAL PERMIT – CONSTRUCTION ACTIVITIES.17.AT THE END OF EACH DAY OF CONSTRUCTION ACTIVITY, ALL CONSTRUCTION DEBRIS AND WASTE MATERIALS SHALL BE COLLECTED ANDPROPERLY DISPOSED OF IN COVERED TRASH OR COVERED RECYCLE BINS.18.THIS SITE HAS OBTAINED A NATIONAL POLLUTION PREVENTION ELIMINATION SYSTEM PERMIT TO REGULATE MUNICIPAL AND INDUSTRIALSTORM WATER DISCHARGES. NPDES WDID #______________ DATE WDID ISSUED: ____________19.THE UNDERSIGNED CIVIL ENGINEER, A QUALIFIED QSP AND/OR QSD WILL REVIEW PLACEMENT OF EROSION CONTROL AND INSURE THAT WORKIS IN ACCORDANCE WITH THE APPROVED PLANS._________________________________________________________________________________________________________________________(SIGNATURE) (RCE NO.) (EXP) (DATE)33.ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND BE SOLELY RESPONSIBLE FOR ANYDAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARESHOWN ON THESE PLANS.34.THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE (1) BLUE TOP PER FINISHED PAD, PRIOR TO ROUGH GRADE APPROVAL.35.APPROXIMATE DATE OF:BEGINNING OPERATION: _____________________COMPLETION: _____________________36.NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER THAN THREE INCHES (3”) WILL BE PLACED IN FILLS WITHINROADBED AREAS OR THREE FEET (3’) OF FINISH GRADES, UNLESS THE LOCATION, MATERIALS, AND DISPOSAL METHODS ARE SPECIFICALLYAPPROVED BY THE SOILS ENGINEER.37.THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION BEFORE APPROVAL.38.GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE APPROVED BY THE BUILDING DEPARTMENT.39.THIS SITE HAS OBTAINED A NATIONAL POLLUTION PREVENTION ELIMINATION SYSTEM (NPDES) PERMIT TO REGULATE MUNICIPAL ANDINDUSTRIAL STORM WATER DISCHARGES. NPDES WDID #____________ DATE PERMIT ISSUED: ____________40.DRAINAGE EASEMENTS WILL BE KEPT CLEAR OF ALL OBSTRUCTIONS. NO BUILDINGS OR WALLS SHALL BE PLACED WITHIN EASEMENT LIMITS.TEMPORARY IMPROVEMENTS ARE SUBJECT TO REMOVAL AT OWNER’S EXPENSE.GRAND AVENUEK
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TURTLE DOVE DRIVEEARTHWORK QUAINTLYCUT14,000C.Y.FILL21,560C.YEXPORT0C.Y.IMPORT7,560C.Y.BENCHMARKNATIONAL GEODETIC SURVEY BM F-307ELEVATION: 1276.1 DATUM: NAVD 88DESCRIPTION: AT ELSINORE, RIVERSIDE COUNTY, ON THE ATCHISON, TOPEKA AND SANTA FE RAILWAY, NEAR THE NORTHEAST END OF THESTATION, AT THE GRAHAM AVENUE CROSSING, 54 FEET SOUTH OF THE CENTER OF THE CROSSING, 43.2 FEET SOUTHWEST OF THECENTERLINE OF GRAHAM AVENUE, AND 32.2 FEET SOUTHEAST OF THE CENTERLINE OF THE MAIN TRACK. A STANDARD DISK, STAMPED F 307RESET 1946 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE STATION PLATFORM.W.H. ENGINEERING GROUP18240 GRAND AVENUELAKE ELSINORE, CA 92530ROME HILL BUSINESS PARKEEXP. 3/31/25NO. C 83487ACIIVFETOCTSALAOR
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FSI
LINWAECH
OPD
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GTSIGER2/3/2025REVISIONSAPPR.DATETHESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THEAPPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWSAND HAVE BEEN FOUND ACCEPTABLEREMON HABIB, RCE No. 83156CITY ENGINEERCITY OF LAKE ELSINOREDATEPREPARED BY:SCALE: PER PLANDATE:BENCH MARK:CITY OF LAKE ELSINORESHEETOFSHEETSFILE No.SEALMARK62022732/3/2025NORTH-CA: 2380 QUME DR., STE E, SAN JOSE, CA 95131SOUTH-CA: 548 WALD, IRVINE, CA 92618INFO@WHENGINEERINGGROUP.COMPHONE: 949-229-3357NATIONAL GEODETIC SURVEY:BM F-307ELEVATION: 1276.1DATUM: NAVD 88TITLE SHEET1City of Lake ElsinoreCity Council ApprovalNovember 18, 2025By: Damaris AbrahamCity of Lake ElsinorePlanning Commission ApprovalOctober 21, 2025By: Damaris Abraham
N 36°29'54" E 1301'N 36°30'40" E 1301'N 53°29'52" W 225'℄ GRAND AVENUE
N 53°31'17" W 225'SDSDSDSDSD
SD
SD
SD XCHAIN LINK FENCECHAIN LINK FENCECHAIN LINK FENCE1258.71262.61262.81280.31280.71285.51265.41265.21265.61265.31271.31267.51265.21265.61266.61265.51265.51265.71266.21266.31267.61268.41269.51270.51271.51272.41273.61274.61266.71266.91267.41267.81268.31268.21268.41268.81268.71269.21269.41269.41269.81270.71270.71270.81271.41272.21271.81271.81273.41273.41272.81273.31274.31274.21274.61265.61266.41265.21267.61266.51265.51267.51269.61270.51271.41271.51271.51272.51273.41273.61274.51273.51275.51275.51275.31275.51275.61277.71277.81276.71277.61280.41280.71281.31273.51271.51270.51266.71276.41269.61266.51280.51267.71264.3SCATTERED BRUSHSCATTERED BRUSHSCATTERED BRUSHSCATTERED BRUSHSCATTERED BRUSHSCATTERED BRUSHSCATTERED BRUSHTANKGROUND NOT VISIBLEGROUND NOT VISIBLEGROUND NOT VISIBLEXXXXX X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X
X
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XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXCHAIN LINK FENCECHAIN LINK FENCEBLOCK WALL127512701280128512651260126512651262.81261.71261.81262.61265.61265.51259.31256.21256.71257.41259.61260.61260.71259.81268.51265.61264.81265.31262.71256.11256.41257.31258.61266.4SCATTERED BRUSHSCATTERED BRUSHSCATTERED BRUSHSCATTERED BRUSH1263.21262.51262.81262.41261.61260.51259.31259.51260.41259.81257.41258.71257.61258.41256.11256.51257.71255.41257.21258.61260.71259.81258.61257.51256.41256.61256.31256.41263.41265.61268.4126012651260DENSE TREESDENSE TREESDENSE TREESDENSE BRUSHDENSE BRUSHDENSE BRUSH1261.31262.61257.8XXXSDYHSGVUSMAILUSMAILUSMAILUSMAILDYH
SAPN 371-150-004APN 371-150-006APN 371-150-007APN 371-150-002APN 371-150-001APN 371-130-004APN 371-130-005APN 371-130-006APN 371-130-007APN 371-130-008APN 371-130-009APN 371-130-010APN 371-130-011APN 371-130-012APN 371-130-013APN 371-130-014APN 371-130-015APN 371-130-016APN 371-130-017APN 371-150-016APN 371-150-008APN 371-150-009APN 371-170-022APN 371-170-032APN 371-114-013APN 371-117-026APN 371-090-001APN 371-090-002APN 371-090-003APN 371-090-004APN 371-070-001APN 371-090-010128212811280 12791278 1277 1276 127512781277127612751274127312721271
127012691268126712661265126512661267126812691270127112721273127412751276127712781279128012811282128312841285128412831282128112801279127812771276127512741273127212711270126912681267126612651264126312621261126012591258125712561255125412531266126512671266127212711270126912681267126612651264126312621
2
6
1
126012591258125712581256125812581264126312621261126012651265127012751261126112621262126312631264126412661267126812691271127212731274127612771278127012751280126612671268126912711272127312741276127812771279
SHEET INDEX PLANSHEET INDEX PLANSCALE 1" = 50'W.H. ENGINEERING GROUP18240 GRAND AVENUELAKE ELSINORE, CA 92530ROME HILL BUSINESS PARKEEXP. 3/31/25NO. C 83487ACIIVFETOCTSALAOR
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GTSIGER2/3/2025REVISIONSAPPR.DATETHESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THEAPPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWSAND HAVE BEEN FOUND ACCEPTABLEREMON HABIB, RCE No. 83156CITY ENGINEERCITY OF LAKE ELSINOREDATEPREPARED BY:SCALE: PER PLANDATE:BENCH MARK:CITY OF LAKE ELSINORESHEETOFSHEETSFILE No.SEALMARK62022732/3/2025NORTH-CA: 2380 QUME DR., STE E, SAN JOSE, CA 95131SOUTH-CA: 548 WALD, IRVINE, CA 92618INFO@WHENGINEERINGGROUP.COMPHONE: 949-229-3357NATIONAL GEODETIC SURVEY:BM F-307ELEVATION: 1276.1DATUM: NAVD 88SCALE 1"=50'1005002550751002SHEET 3SHEET 4EARTHWORK QUAINTLYTOTAL CUT14,000C.Y.TOTAL FILL21,560C.YCUT BELOW FLOOD ELEVATION 1265.70 EL5,596C.Y.FILL BELOW FLOOD ELEVATION 1265.70 EL3,950C.Y.REQUIRED MITIGATED VOLUME5,135C.YCity of Lake ElsinoreCity Council ApprovalNovember 18, 2025By: Damaris AbrahamCity of Lake ElsinorePlanning Commission ApprovalOctober 21, 2025By: Damaris Abraham
CONSTRUCTION NOTE1INSTALL 18" WIDE CURB-CUT.2INSTALL BIO-FILTRATION SWALE PER DETAIL.3INSTALL 24" X 24" SQUARE CONCRETE INLET.4INSTALL 24" DIA. REINFORCED CONCRETE PIPE.5INSTALL INFILTRATION BASIN.6INSTALL WEIR FLOW OUTLET.7CONSTRUCT 4' WIDE CONCRETE GUTTER.8INSTALL SUMP PUMP.9INSTALL TRENCH DRAIN WITH TRAFFIC RATED GRATE.N 36°29'54" E 1301'N 36°30'40" E 1301'N 53°29'52" W 225'℄ GRAND AVENUE
SDSDSDSDSD2277XXXXXXXXXXXXCHAIN LINK FENCE1265.21265.61266.61265.71266.21266.31267.61268.41269.51270.51271.51272.41273.61274.61266.71266.91267.41267.81268.31268.21268.41268.81268.71269.21269.41269.41269.81270.71270.71270.81271.41272.21271.81271.81273.41273.41272.81273.31274.31274.21274.61267.61267.51269.61270.51271.41271.51271.51272.51273.61274.51273.51275.51275.51275.31275.51275.61277.71277.81276.71277.61280.41281.31266.71276.41269.6SCATTERED BRUSHSCATTERED BRUSHXXXXXXXX X X X X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXBLOCK WALLSDYHSGVUSMAILUSMAILUSMAILDYHSAPN 371-150-002APN 371-150-001APN 371-150-01 12811280 12791278 12771278127712761275
127412731272127112701269126812672%2%2%1268.65FS1274.95FS1274.95FSNEW BUILDINGFF=1275.00PAD=1274.081274.95FS1274.95FS1274.95FS2%2%2%2%
2%
2%
2%
2%2%2%2%1276.00 TC1275.50 FL1275.42FG1%2%2%1.56%1275.62 TC1275.12 FL1274.67FS1274.67FS1274.67FS1275.78 TC1275.28 FL2%1276.55 TC1276.05 FL1276.86 TC1276.36 FLS=1%2%1%2%2%2%1%5%1279.26 TC1278.76 FL0.5%S=1%1%8%2%2%2%2%2%2%2%9.04%1%2%1%8%8%8%1276.99 TC1276.49 FL4.6%8.8%1.56%1.56%1.56%2%4.12%2%2%1276.17 TC1275.67 FL2%2%2%2%1274.95FS2%2%0.5%1274.83FS3.5%8%8%1268.1268.05 TC1267.38 FL2%0.5%NEW BUILDINGFF=1268.70PAD=1267.78FLOOD PLAN LIMITEL 1265.705%5%0.5%12701275126812691271127212731274127612771278127512801271127212731
2
7
412761278127712796'
WIDE CONCRETE V-DITCH
6' WIDE CONCRETE V-DITCH1276.18 TC1275.68 FL1274.95FS1274.85FS1274.85FS1274.85 TC1274.35 FL1274.85 TC1274.35 FL1273.99FL174.95FL, HP1274.50FL2%1274.69FL1275.21FS1279.68FS1277.18 TW1274.37 FS1273.87 TF1273.85FL0.5%2:11274.95FS1274.95FS2%2%1274.85FS1274.85FS1271.57FL1274.00FL1274.83FS1274.83FS1270.85TG1270.85TGS=1%2%1268.65FS2%2%2%2%1268.23FL2%1269.57 TC1269.07 FL1274.07 TC1273.57 FL1274.07 TC1273.57 FL1269.57 TC1269.07 FL1270.07 TC1269.57 FL1273.57 TC1273.07 FL1273.57 TC1273.07 FL1273.57 TC1273.07 FL1273.57 TC1273.07 FL1270.07 TC1269.57 FL1270.07 TC1269.57 FL1270.07 TC1269.57 FL1273.10FS1272.30FS1268.45 TC1267.95 FL1268.45 TC1267.95 FL1267.89 TC1267.39 FL1268.65FS1268.65FS1274.85 TW1270.85 FS1270.35 TF1274.85 TW1270.85 FS1270.35 TF1.3%1%1277.50 TC1277.00 FL1%
1%
1%
2%1276.50 TC1276.00 FL1275.50 TC1275.00 FL1274.50 TC1274.00 FL1273.50 TC1273.00 FL1272.50 TC1272.00 FL1.3%1272.90 TC1272.40 FL1276.53 TC1276.03 FL1275.65 TC1275.15 FL1276.11 TC1275.61 FL1277.31 TC1276.81 FL1276.90 TC1276.40 FL1275.90 TC1275.40 FL1274.90 TC1274.40 FL1274.40 TC1273.90 FL1273.85 TC1273.35 FL1112334322998840'
FIRE ACCESS LANE202201COUNTY'S K-1 LINE DRAINAGE IMPROVEMENT NOTE201CONSTRUCT 6' WIDE CONCRETE V-DITCH AT MINIMUM 1% SLOPE PER DETAIL.202CONSTRUCT HEADWALL .203INSTALL 36" RCP PIPE AT MINIMUM 1% SLOPE.204CONSTRUCT CATCH BASIN NO.6 PER RIVERSIDE COUNTY FLOOD CONTROL STANDARD DRAWING NO. CB102.205CONSTRUCT CASE A LOCAL DEPRESSION PER RIVERSIDE COUNTY FLOOD CONTROL STANDARD DRAWING NO. LD202.206CONSTRUCT CONCRETE OUTLET STRUCTURE.PRELIMINARY GRADING PLANPRELIMINARY GRADING PLANSCALE 1" = 20'W.H. ENGINEERING GROUP18240 GRAND AVENUELAKE ELSINORE, CA 92530ROME HILL BUSINESS PARKEEXP. 3/31/25NO. C 83487ACIIVFETOCTSALAOR
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UNAMGNENALINEISON
GTSIGER2/3/2025REVISIONSAPPR.DATETHESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THEAPPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWSAND HAVE BEEN FOUND ACCEPTABLEREMON HABIB, RCE No. 83156CITY ENGINEERCITY OF LAKE ELSINOREDATEPREPARED BY:SCALE: PER PLANDATE:BENCH MARK:CITY OF LAKE ELSINORESHEETOFSHEETSFILE No.SEALMARK62022732/3/2025NORTH-CA: 2380 QUME DR., STE E, SAN JOSE, CA 95131SOUTH-CA: 548 WALD, IRVINE, CA 92618INFO@WHENGINEERINGGROUP.COMPHONE: 949-229-3357NATIONAL GEODETIC SURVEY:BM F-307ELEVATION: 1276.1DATUM: NAVD 88SCALE 1"=20'40200102030403City of Lake ElsinoreCity Council ApprovalNovember 18, 2025By: Damaris AbrahamCity of Lake ElsinorePlanning Commission ApprovalOctober 21, 2025By: Damaris Abraham
CONSTRUCTION NOTE1INSTALL 18" WIDE CURB-CUT.2INSTALL BIO-FILTRATION SWALE PER DETAIL.3INSTALL 24" X 24" SQUARE CONCRETE INLET.4INSTALL 24" DIA. REINFORCED CONCRETE PIPE.5INSTALL INFILTRATION BASIN.6INSTALL WEIR FLOW OUTLET.7CONSTRUCT 4' WIDE CONCRETE GUTTER.8INSTALL SUMP PUMP.9INSTALL TRENCH DRAIN WITH TRAFFIC RATED GRATE.N 36°29'54" E 1301'N 36°30'40" E 1301'SDSDSDSDSDSD
SD
SD
SD
SD
SD
SD
SD
SD
SD32 244:1H:V1280.31280.71285.51265.41265.21265.61265.31267.51265.51265.51266.31265.61266.41265.21266.51265.51266.51280.51267.7SCATTERED BRUSHSCATTERED BRUSHTANKGROUND NOT VISIBLEXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXCHAIN LINK FENCE1263.21262.51262.81262.41263.41262.6APN 371-150-016APN 371-150-009APN 371-090-010126612651265126612671268126912701271127212731274127512761277127812791280128112821283128412852%NEW BUILDINGFF=1268.70PAD=1267.782%2%2%1266.66 TC1266.16 FL1266.20 TC1265.70 FL561.5%1%S=1%0.5%0.5%S=1%2%1.3%1266.20 TC1265.70 FL1266.48 TC1265.98 FL1%1267.11 TC1266.61 FL1%1%3.3%1.3%1266.20 TC1265.70 FL2%1266.56 TC1266.06 FL1266.70 TC1266.20 FL2%2%2%8%2%2%4:1H:V1265
1264
1263
1262
1261
1260FLOOD PLAN LIMITEL 1265.70CUT LIMITFOR FLOOD CONTROLMITIGATION126512651261126112621262126312631264126412661267127012661267126812696' WIDE
CONCRETE V-DITCH
1262.00FL1263.50FL1265.50FLS=1%1266.62FL1268.65FS1268.65FS1268.65FS1268.65FS1268.55 TW1264.55 FS1264.05 TF1264.55TG1268.55 TW1264.55 FS1264.05 TF1268.55FS1264.55TG1267.89 TC1267.39 FL1.3%1.3%1%
1%
1%1271.50 TC1271.00 FL1270.50 TC1270.00 FL1269.50 TC1269.00 FL1268.50 TC1268.00 FL1267.50 TC1267.00 FL1266.50 TC1266.00 FL1271.90 TC1271.40 FL1270.90 TC1270.40 FL1269.90 TC1269.40 FL1268.90 TC1268.40 FL1268.37 TC1267.87 FL1267.40 TC1266.90 FL988940'FIRE ACCESS LANE
201206COUNTY'S K-1 LINE DRAINAGE IMPROVEMENT NOTE201CONSTRUCT 6' WIDE CONCRETE V-DITCH AT MINIMUM 1% SLOPE PER DETAIL.202CONSTRUCT HEADWALL .203INSTALL 36" RCP PIPE AT MINIMUM 1% SLOPE.204CONSTRUCT CATCH BASIN NO.6 PER RIVERSIDE COUNTY FLOOD CONTROL STANDARD DRAWING NO. CB102.205CONSTRUCT CASE A LOCAL DEPRESSION PER RIVERSIDE COUNTY FLOOD CONTROL STANDARD DRAWING NO. LD202.206CONSTRUCT CONCRETE OUTLET STRUCTURE.PRELIMINARY GRADING PLANPRELIMINARY GRADING PLANSCALE 1" = 20'W.H. ENGINEERING GROUP18240 GRAND AVENUELAKE ELSINORE, CA 92530ROME HILL BUSINESS PARKEEXP. 3/31/25NO. C 83487ACIIVFETOCTSALAOR
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GTSIGER2/3/2025REVISIONSAPPR.DATETHESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THEAPPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWSAND HAVE BEEN FOUND ACCEPTABLEREMON HABIB, RCE No. 83156CITY ENGINEERCITY OF LAKE ELSINOREDATEPREPARED BY:SCALE: PER PLANDATE:BENCH MARK:CITY OF LAKE ELSINORESHEETOFSHEETSFILE No.SEALMARK62022732/3/2025NORTH-CA: 2380 QUME DR., STE E, SAN JOSE, CA 95131SOUTH-CA: 548 WALD, IRVINE, CA 92618INFO@WHENGINEERINGGROUP.COMPHONE: 949-229-3357NATIONAL GEODETIC SURVEY:BM F-307ELEVATION: 1276.1DATUM: NAVD 88SCALE 1"=20'40200102030404City of Lake ElsinoreCity Council ApprovalNovember 18, 2025By: Damaris AbrahamCity of Lake ElsinorePlanning Commission ApprovalOctober 21, 2025By: Damaris Abraham
N 36°29'54" E 1301'N 36°30'40" E 1301'N 53°29'52" W 225'℄ GRAND AVENUE
N 53°31'17" W 225'SDSDSDSDSD
SD
SD
SD XCHAIN LINK FENCECHAIN LINK FENCECHAIN LINK FENCE1258.71262.61262.81280.31280.71285.51265.41265.21265.61265.31271.31267.51265.21265.61266.61265.51265.51265.71266.21266.31267.61268.41269.51270.51271.51272.41273.61274.61266.71266.91267.41267.81268.31268.21268.41268.81268.71269.21269.41269.41269.81270.71270.71270.81271.41272.21271.81271.81273.41273.41272.81273.31274.31274.21274.61265.61266.41265.21267.61266.51265.51267.51269.61270.51271.41271.51271.51272.51273.41273.61274.51273.51275.51275.51275.31275.51275.61277.71277.81276.71277.61280.41280.71281.31273.51271.51270.51266.71276.41269.61266.51280.51267.71264.3SCATTERED BRUSHSCATTERED BRUSHSCATTERED BRUSHSCATTERED BRUSHSCATTERED BRUSHSCATTERED BRUSHSCATTERED BRUSHTANKGROUND NOT VISIBLEGROUND NOT VISIBLEGROUND NOT VISIBLEXXXXX X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X
X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
X
X
X
X
X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXCHAIN LINK FENCECHAIN LINK FENCEBLOCK WALL127512701280128512651260126512651262.81261.71261.81262.61265.61265.51259.31256.21256.71257.41259.61260.61260.71259.81268.51265.61264.81265.31262.71256.11256.41257.31258.61266.4SCATTERED BRUSHSCATTERED BRUSHSCATTERED BRUSHSCATTERED BRUSH1263.21262.51262.81262.41261.61260.51259.31259.51260.41259.81257.41258.71257.61258.41256.11256.51257.71255.41257.21258.61260.71259.81258.61257.51256.41256.61256.31256.41263.41265.61268.4126012651260DENSE TREESDENSE TREESDENSE TREESDENSE BRUSHDENSE BRUSHDENSE BRUSH1261.31262.61257.8XXXSDYHSGVUSMAILUSMAILUSMAILUSMAILDYH
SAPN 371-150-004APN 371-150-006APN 371-150-007APN 371-150-002APN 371-150-001APN 371-130-004APN 371-130-005APN 371-130-006APN 371-130-007APN 371-130-008APN 371-130-009APN 371-130-010APN 371-130-011APN 371-130-012APN 371-130-013APN 371-130-014APN 371-130-015APN 371-130-016APN 371-130-017APN 371-150-016APN 371-150-008APN 371-150-009APN 371-170-022APN 371-170-032APN 371-114-013APN 371-117-026APN 371-090-001APN 371-090-002APN 371-090-003APN 371-090-004APN 371-070-001APN 371-090-010128212811280 12791278 1277 1276 127512781277127612751274127312721271
127012691268126712661265126512661267126812691270127112721273127412751276127712781279128012811282128312841285128412831282128112801279127812771276127512741273127212711270126912681267126612651264126312621261126012591258125712561255125412531266126512671266127212711270126912681267126612651264126312621
2
6
1
126012591258125712581256125812581264126312621261126012651265127012751261126112621262126312631264126412661267126812691271127212731274127612771278127012751280126612671268126912711272127312741276127812771279204204205205203202201
206COUNTY'S K-1 LINE DRAINAGE IMPROVEMENT NOTE201CONSTRUCT 6' WIDE CONCRETE V-DITCH AT MINIMUM 1% SLOPE PER DETAIL.202CONSTRUCT HEADWALL .203INSTALL 36" RCP PIPE AT MINIMUM 1% SLOPE.204CONSTRUCT CATCH BASIN NO.6 PER RIVERSIDE COUNTY FLOOD CONTROL STANDARD DRAWING NO. CB102.205CONSTRUCT CASE A LOCAL DEPRESSION PER RIVERSIDE COUNTY FLOOD CONTROL STANDARD DRAWING NO. LD202.206CONSTRUCT CONCRETE OUTLET STRUCTURE.CONCRETE V-DITCHDETAILNOT TO SCALE36"SEE NOTE NO. 2OPTIONALNOTE:1.CONCRETE SHALL BE TYPE II OR V, CLASS 520-C-2500 OR 520-C-2500P (IF PUMPED).2.REINFORCING SHALL BE 6" x 6" - W1.4 x W1.4 WWM OR ENGINEER APPROVEDEQUAL. REINFORCEMENT SHALL HAVE A MINIMUM OF 1-INCH CLEAR COVER ANDSHALL BE PROPERLY FIXED AND SUPPORTED DURING PLACEMENT OF CONCRETE.3.GROUND SHALL BE PRE-WETTED TO THE SATISFACTION OF THE ENGINEER PRIORTO PLACEMENT OF CONCRETE.6"7"36"30"
3"1121 MAX21 MAXHINGE POINT201K-1 DRAINAGE PLANK-1 DRAINAGE PLANSCALE 1" = 50'W.H. ENGINEERING GROUP18240 GRAND AVENUELAKE ELSINORE, CA 92530ROME HILL BUSINESS PARKEEXP. 3/31/25NO. C 83487ACIIVFETOCTSALAOR
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GTSIGER2/3/2025REVISIONSAPPR.DATETHESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THEAPPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWSAND HAVE BEEN FOUND ACCEPTABLEREMON HABIB, RCE No. 83156CITY ENGINEERCITY OF LAKE ELSINOREDATEPREPARED BY:SCALE: PER PLANDATE:BENCH MARK:CITY OF LAKE ELSINORESHEETOFSHEETSFILE No.SEALMARK62022732/3/2025NORTH-CA: 2380 QUME DR., STE E, SAN JOSE, CA 95131SOUTH-CA: 548 WALD, IRVINE, CA 92618INFO@WHENGINEERINGGROUP.COMPHONE: 949-229-3357NATIONAL GEODETIC SURVEY:BM F-307ELEVATION: 1276.1DATUM: NAVD 88SCALE 1"=50'1005002550751005City of Lake ElsinoreCity Council ApprovalNovember 18, 2025By: Damaris AbrahamCity of Lake ElsinorePlanning Commission ApprovalOctober 21, 2025By: Damaris Abraham
1275128012701265⅊1285FF=1268.70PAD=1267.782%12751280127012651285EXIST FENCEPLACE 4'' MIN. DIA.APPROVED COBBLE 0.2'BELOW CURB OPENINGS FORDISTANCE OF 2' EITHERSIDE OF CURB OPENINGS6''
H
IGHCURB
PAVEMENT6'' HIGHCURB AASLOPE TODRAINFLOWS TOBIORETENTIONSECTION VIEWCLAA3'-6''12''24''24''PLAN VIEWSEEBIORETENTIONORFTP DETAILS0.2'MIN.31
MAX.6''
6''X
VARIESSEEPLAN1'-6'' MIN.WARPED GUTTERDEPRESS 2''AT OPENINGA-A1
8
'
'
M
IN
.6''CURB OPENINGDETAILNOT TO SCALE1MAINTAIN GRASS HEIGHTAT 4"-8" HIGH OR 1.5 XTHE DEPTH OF FLOW.1' MINIMUM THICKNESS OFAMENDED SOIL MEETINGPLANTING/MEDIA SPECS.1'1'1'5%MINVEGETATED SWALEDETAILNOT TO SCALE5%MIN25.0%5.0%0.10'2'2'4'1"38" LIP (TYP.)0" LIP AT HANDICAP STALLSLEVELLINEFLOWLINE8"6" MINAGGREGATE BASEAC PAVEMENT4' WIDE CONCRETE DITCHDETAILNOT TO SCALE71275128012701265128512751280127012651285NEW BUILDINGFF=1275.00PAD=1274.0872%2%℄ GRAND AVENUE2%5%12901290R/W4:11275128012701265127512801270126512851285NEW BUILDINGFF=1268.70PAD=1267.781%5%NEW BUILDINGFF=1275.00PAD=1274.0872%2%126012605%5%1275128012701265⅊1285NEW BUILDINGFF=1275.00PAD=1274.082%12751280127012651285EXIST WALLSECTIONS & DETAILSW.H. ENGINEERING GROUP18240 GRAND AVENUELAKE ELSINORE, CA 92530ROME HILL BUSINESS PARKEEXP. 3/31/25NO. C 83487ACIIVFETOCTSALAOR
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GTSIGER2/3/2025REVISIONSAPPR.DATETHESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THEAPPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWSAND HAVE BEEN FOUND ACCEPTABLEREMON HABIB, RCE No. 83156CITY ENGINEERCITY OF LAKE ELSINOREDATEPREPARED BY:SCALE: PER PLANDATE:BENCH MARK:CITY OF LAKE ELSINORESHEETOFSHEETSFILE No.SEALMARK62022732/3/2025NORTH-CA: 2380 QUME DR., STE E, SAN JOSE, CA 95131SOUTH-CA: 548 WALD, IRVINE, CA 92618INFO@WHENGINEERINGGROUP.COMPHONE: 949-229-3357NATIONAL GEODETIC SURVEY:BM F-307ELEVATION: 1276.1DATUM: NAVD 886SECTION A-ASCALE 1" = 10'SECTION B-BSCALE 1" = 10'SECTION C-CSCALE 1" = 10'SECTION D-DSCALE 1" = 10'City of Lake ElsinoreCity Council ApprovalNovember 18, 2025By: Damaris AbrahamCity of Lake ElsinorePlanning Commission ApprovalOctober 21, 2025By: Damaris Abraham
BLDG #1
GRAND AVENUEBLDG #2VACANT LAND(ZONING'C-1/C-P')VACANT LAND(ZONING 'W-1')VACANT LAND(ZONING 'W-1')VACANT LAND(ZONING 'W-1')EXISTING BUILDING IN(ZONING 'C-1/C-P')225.01'N36°30'09E
1059.70'N53°29'52WSUITE 101
SUITE 102
SUITE 201 SUITE 202
COUNTY JURISDICTION
BOUNDARY
EXISTING 15" VCP SEWER MAINVACANT LAND(ZONING 'W-1')VACANT LAND(ZONING 'W-1')VACANT LAND(ZONING 'W-1')VACANT LAND(ZONING 'W-1')VACANT LAND(ZONING 'W-1')VACANT LAND(ZONING 'W-1')VACANT LAND(ZONING 'W-1')VACANT LAND(ZONING 'W-1')VACANT LAND(ZONING 'W-1')BUILDING IN(ZONING 'W-1')1081.00'N53°30'43E75.00'225.22'1301.00'150.22'LOT-1
LOT-2
SUITE 202
COUNTY JURISDICTION
CITY JURISDICTION
FAULT LINE W/ 25' SETBACKPARKING LOT TREES 18
24" Box size
Brachychiton populneus / Kurrajong 24" Box, L
Quercus ilex / Holly Oak 24" Box, L
Ulmus parvifolia `True Green` / True Green Elm 24" Box, L
x Chitalpa tashkentensis `Morning Cloud` / Morning Cloud Chitalpa 24" Box, L, Std.
ACCENT TREE 8
24" Box size
Acacia stenophylla / Shoestring Acacia 24" Box, L, Std.
Cercis occidentalis / Western Redbud 24" Box, L
Lagerstroemia x `Muskogee` / Lavender Crape Myrtle 24" Box, M, Std.
Olea europaea 'Swan Hill' TM / Swan Hill Olive 24" Box, L
TALL BACKGROUND SHRUB 7
5-gal. size
Elaeagnus pungens `Fruitlandii` / Silverberry 5-gal., L
Leucophyllum frutescens `Compacta` / Compact Texas Ranger 5-gal, L
Rhamnus californica `Eve Case` / California Coffeeberry 5-gal., L
Tecoma x `Sunrise` / Yellow Bells Sunrise 5-gal., L
MEDIUM SHRUB 5
5-gal. size
Nerium oleander `Petite Salmon` / Oleander 5-gal., L
Olea europaea `Little Ollie` TM / Little Ollie Olive 5-gal., L
Rhamnus californica `Eve Case` / California Coffeeberry 5-gal., L
Westringia fruticosa `Wynabbie Gem` / Wynabbie Gem Coast Rosemary 5-gal., L
LOW SHRUB 110
5-gal. size & 1-gal. size
Aloe x `Always Red` / Aloe 5-gal., L
Callistemon viminalis `Little John` / Little John Bottlebrush 5-gal, L
Correa x 'Dusky Bells' / Dusky Bells Austalian Fuchsia 1-gal., L
Lantana x `New Gold` / New Gold Lantana 5-gal., L
ACCENT SHRUB 102
5-gal. size
Anigozanthos x `Harmony` / Kangaroo Paw 5-gal., L
Caesalpinia gilliesii / Yellow Bird of Paradise 5-gal, L
Dianella revoluta 'Variegated' / Variegated Flax Lily 5-gal, L
Muhlenbergia dubia / Pine Muhly 5-gal., L
WQMP FRIENDLY SHRUBS 552
5-gal. size
Aristida purpurea / Purple Threeawn 5-gal, L
Carex spissa / San Diego Sedge 5-gal, L
Muhlenbergia dubia / Pine Muhly 5-gal, L
GROUND COVER 4,517 sf
1-gal. size / Flats
Acacia redolens `Desert Carpet` TM / Bank Catclaw 1,175 Flats, L
Bougainvillea x 'Monka' TM / Oo-La-La Bougainvillea 1-gal, L, Plant at 36" o.c.
Lantana x `New Gold` / New Gold Lantana 749 1-gal, L, Plant at 30" o.c.
Phyla nodiflora Kurapia / Kurapia 4,684 Plugs, L, Plant 12" o.c.
HYDROSEED 30,084 sf
S&S Seeds Basic Native Erosion Control Mix
CONCEPT PLANT SCHEDULE PRELIM 2
PROJECT: ROME HILL COMMERCIALPRELIMINARY LANDSCAPE PLANL-1ROYAL OAK DESIGN·
·
·
·
City of Lake Elsinore
City Council Approval
November 18, 2025
By: Damaris Abraham
City of Lake Elsinore
Planning Commission Approval
October 21, 2025
By: Damaris Abraham
GRAND AVENUEPROJECT: ROME HILL COMMERCIALPRELIMINARY FENCING PLANL-2ROYAL OAK DESIGN3 4" sq. pickets @6" o.c.
1-1/2" sq. rails top & bottom
2" sq. posts @ 8' o.c. max.
set in 12" diameter x 24"
deep concrete footing
8-FT. HIGH WROUGHT IRON FENCE
1/2" = 1'-0"1 R-SI-FEN-05
6' HIGH SPLIT FACE BLOCK WALL
1" = 1'-0"
6" x 2" x 16" split face cap
#4 bar con.
#4 bar @ 32"
6" x 2" x 16" split face block
Finish gradeFinish grade
Concrete footing w/ #4 bar cont.
2 R-SI-MAS-03
City of Lake Elsinore
City Council Approval
November 18, 2025
By: Damaris Abraham
City of Lake Elsinore
Planning Commission Approval
October 21, 2025
By: Damaris Abraham