The URL can be used to link to this page

Home My WebLink About2025-05-08 - Response Rome Hill Requirements 2025-00126-DD_Final (EVMWD) 951-674-3146 | 31315 Chaney Street, Lake Elsinore, CA 92530 | www.evmwd.com BOARD OF DIRECTORS Darcy M. Burke, Treasurer Chance Edmondson, President Matthew Dobler, Director Harvey R. Ryan, Vice President GENERAL MANAGER LEGAL COUNSEL DISTRICT SECRETARY Andy Morris, Director Greg Thomas Best, Best & Krieger Christy Gonzalez May 8, 2025 Kelly Alhadeff-Black LEWIS BRISBOIS BISGAARD & SMITH LLP 3 Better World Circle, Suite 100 Temecula, California 92590 SUBJECT: RESPONSE TO APRIL 8, 2025, LETTER FOR ROME HILL COMMERCIAL APPLICATION NO. 2025-00126-DD Dear Ms. Alhadeff-Black, Elsinore Valley Municipal Water District (District) has reviewed your letter dated April 8th, 2025, regarding questions on the District’s Service Requirements Letter dated March 19, 2025. Below is the District’s response to the questions: 1) Response to Item No 1 - The statement requiring the minimum pressure is a District standard as noted in EVMWD Volume 1 Design Standards Section 2.02 Potable Water Requirements, Item G.2 (shown below). The Design Standards can be found on the District’s website ( VOLUME-1-DESIGN-STANDARDS-1.pdf). “2. For new water systems, a minimum static pressure of 60 psi at the pad elevations is required based on a water level of 10-ft from the bottom of the reservoir tank serving the system.” If the project is not able to meet, or is not able to install facilities to meet, the 60-psi static pressure, the District may accept a pressure less than 60-psi with the execution of a low-pressure agreement by the property owner/developer that will be recorded with the County of Riverside. This ensures that all future property owners will be made aware that the water pressure provided to the building may be less than 60-psi. The District proposes to revise Paragraph 2 of the Service Requirements Letter to the following: “2. If the project is not able to meet the minimum static pressure of 60 psi based on a water level of 10-ft from the bottom of the reservoir tank serving the system as noted in Paragraph 1, the District will require the Owner/Developer to execute a low-pressure agreement.” 2) Response to Item No 2 - Instead of removing Paragraph 2 as requested, the District proposes to revise Paragraph 2 as noted above. 3) Response to Item No 3 - If the project connects to the public sewer system, the sewer will flow into the existing gravity sewer mains located in Corydon Road and Mission Trail as shown on Exhibit A. The District’s 2024 Sewer Master Plan (Master Plan) identified sewer deficiencies in the existing sewer facilities located in Corydon Road and Mission Trail corridor. The Master Plan can be found on the District’s website (Sewer System Master Plan). To address the deficiencies identified in the Master Plan, the following master planned projects are intended to be addressed by the District over time, as shown on Exhibit B: (a) Installation of the Diamond Regional Lift Station (b) Abandonment of the B-2 Lift Station (c) Installation of the 36-inch gravity trunk sewer main along Mission Trail from Malaga to Corydon Road (d) Installation of the 24-inch gravity trunk sewer main along Corydon Road from Cereal Street to Mission Trail The District plans to build over time the facilities noted above as part of its Capital Improvement Program (CIP). To allow new development to continue connecting to the public sewer system until the above-referenced capital projects are completed, the District has identified further improvements to its system that could be taken to redirect flows from Robards lift station and Greer Ranch lift station that would, in turn, reduce flows in the Mission Trail sewer trunk line by 946 equivalent dwelling units (EDU). When these further improvements are completed, these changes will allow 946 EDUs of future development to connect to the public sewer system while the CIP projects are completed by the District. A third-party developer (not your client) is currently in plan check to construct the necessary sewer infrastructure (to be dedicated to the District upon completion) to redirect the flows from these two lift stations. This developer will utilize 379 of the 946 EDUs for its own project, which will result in a remaining sewer capacity of 567 EDUs. The remaining sewer capacity will be available to other projects, on a first- come, first-serve basis. In order to secure any portion of that remaining capacity, a project proponent such as your client will need approved plans before any of such sewer capacity will be made available to any such project. In light of these circumstances, the District proposes to revise paragraph 4 as follows: “4. Prior to the first connection, the following master planned facilities shall have been constructed by the District or, alternatively, the Developer will need to have timely obtained plan approval and, based upon such approval date, verified that it has been allocated capacity from the further 567 EDUs available in the Mission Trail corridor due to the proposed Robards and Greer Ranch lift station sewer diversion improvements described in the District’s letter to your client dated March 19, 2025, which is attached as Exhibit C. Please note that the 567 EDUs are available on a first come, first serve basis and could be allocated to other development projects should the Rome Hill Commercial Project’s plans not be timely submitted and approved by the District. a. Installation of the Diamond Regional Lift Station b. Abandonment of the B-2 Lift Station c. Installation of the 36-inch gravity trunk sewer main along Mission Trail from Malaga to Corydon Road d. Installation of the 24-inch gravity trunk sewer main along Corydon Road from Cereal Street to Mission Trail” 4) Response to Item No 4 - The District has no issues with the Development Project installing pavement within the easement area. Please feel free to contact Mayra Ochoa-Cardenas at (951) 674-3146 Ext. 8349 or me at (951) 674-3146 Ext. 8786 should you have any questions. Respectfully, Nelson Nuezca Engineering Manager CC: File Attachments: Exhibit A – Project Sewer Flow Path Map Exhibit B – Figures from the District’s 2024 Sewer Master Plan Exhibit C – March 19, 2025 Letter from EVMWD to Steve Galvez Exhibit A Project Sewer Flow Path Map Exhibit B Master Plan Figures Exhibit C March 19, 2025 Letter from EVMWD to Steve Galvez 951-674-3146 | 31315 Chaney Street, Lake Elsinore, CA 92530 | www.evmwd.com BOARD OF DIRECTORS Darcy M. Burke, Treasurer Chance Edmondson, President Matthew Dobler, Director Harvey R. Ryan, Vice President GENERAL MANAGER LEGAL COUNSEL DISTRICT SECRETARY Andy Morris, Director Greg Thomas Best, Best & Krieger Christy Gonzalez March 19, 2025 Steve Galvez 20 Paseo Verde San Clemente, CA 92673 SUBJECT: SERVICE REQUIREMENTS FOR ROME HILL COMMERCIAL – APPLICATION NO. 2025-00126-DD On March 17, 2025, a Due Diligence meeting was held with Elsinore Valley Municipal Water District (District) and the Owner/Developer and/or Engineer of the subject project to discuss the water and/or sewer requirements for this project. The project consists of two (2) new industrial warehouses with office space totaling 92,760 sq. ft located northwesterly of Grand Avenue and Vail Street (APN 371-150-017). The project site plan is attached herein. The Owner/Developer shall comply with the following requirements to obtain water and/or sewer service from the District. A map of the existing water and/or sewer facilities is attached herein. Project Specific Requirements: 1. The Owner/Developer shall provide a hydraulic water study that analysis average day demand, peak hour demand, max day demand and max day and fire flow demand per the Water Master Plan criteria. The study must be approved prior to plan check submittal. The static pressure at the pad elevations for each building shall have minimum 60 psi calculated from 10-ft of bottom of reservoir of tank. 2. The Owner/Developer shall execute a low-pressure agreement with the District. 3. The Owner/Developer shall construct public facilities as noted on the approved studies. 4. Prior to the first connection, the following mastered planned facilities shall be constructed by the District or Developer. a. Installation of the Diamond Regional Lift Station b. Abandonment of the B-2 Lift Station c. Installation of the 36-inch gravity trunk sewer main along Mission Trail from Malaga to Corydon Road d. Installation of the 24-inch gravity trunk sewer main along Corydon Road from Cereal Street to Mission Trail 5. The Owner/Developer shall construct an offsite public Zone 1434 minimum 8-inch watermain in Vail Street. The waterline will be within a private property and therefore the waterline shall be within an easement. 6. There is an existing public 15-inch sewer main within the parcel. No building, fences, walls or other structures of any kind, or trees, shall be installed, constructed, erected, placed planted or maintained in any portion of the easement area, and no shrubs or other plants or vegetation shall be placed, planted or maintained in the portion of easement area. General Requirements: 7. The Owner/Developer shall construct a public individual minimum 2-inch domestic water service with backflow device for each building. 8. The Owner/Developer shall construct a public individual minimum 2-inch irrigation water service with backflow device for each parcel. 9. The Owner/Developer shall construct a public fire service as directed by the Fire Department. 10. The Owner/Developer shall construct fire hydrants as directed by the Fire Department. 11. The Owner/Developer shall construct a private minimum 6-inch sewer lateral for each parcel. 12. The Owner/Developer shall submit a Fire Flow Test Application if required by the Fire Department. 13. The Owner/Developer shall submit a Will Serve Application to quote the water and sewer capacity fees. 14. The Owner/Developer shall dedicate to the District an easement for all public water and sewer facilities constructed within the private property. A minimum 20-ft wide easement is required for one utility. No building, fences, walls or other structures of any kind, or trees, shall be installed, constructed, erected, placed planted or maintained in any portion of the easement area, and no shrubs or other plants or vegetation shall be placed, planted or maintained in the portion of easement area. (if applicable) 15. The Owner/Developer shall record a Water Rights Grant Deed to grant the water rights to the District. 16. The Owner/Developer shall submit a Plan Check application for the review of the Water and Sewer Improvement Plans for the project. 17. The Owner/Developer shall submit an Inspection Application for the inspection of the facilities to be constructed. 18. The Owner/Developer shall submit a Commercial Industrial form to review the discharges into the public sewer system. 19. The Owner/Developer shall execute a Bill of Sales to dedicate to the District the public water and/or sewer facilities in the public right of way upon acceptance of the project. The District has assigned the subject application number to this project. All future correspondence to this project must include the application number provided. This service requirements letter is valid for 2 years from the date issued. Attached as Exhibit A is a list of forms, application and fees required to comply with the requirements mentioned above. If you have any questions, please contact the Engineering Department at (951) 674-3146 Ext. 6705, engservices@evmwd.net. EVMWD offers a variety of rebates and resources to help our customers save water. For more information, visit our Water Efficiency page at www.evmwd.com/conservation or contact our Water Efficiency Specialist at 951-674-3146 x8247. Respectfully, Mayra A. Cardenas-Ochoa Principal Engineer – Development Services CC: File Attachments: Forms, Applications and Fees Development Flow Chart Site Plan Water and Sewer Map 951-674-3146 | 31315 Chaney Street, Lake Elsinore, CA 92530 | www.evmwd.com Forms, Applications and Fees The list below details all the typical forms, application and fees that are submitted to Engineering Department. ONLY THE CHECKED ITEMS ARE REQUIRED FOR THIS PROJECT. 1 The fees and deposits noted are the rates at issuance of this letter. The Owner/Developer will be responsible to pay the most current rates published by the District at the time of payment. Req. Items Name Description Fees/Deposit 1 Plan Review ☒ Utility Request Form This form is required to obtain existing record drawings. No Fee Duration – 3-5 days ☒ Studies (Plan Check Application) This application is required to initiate the review of water and sewer studies. Use the following templates: Water Study Template Sewer Study Template Deposit – min. $5,000.00 Duration – 4 weeks ☒ Plans (Plan Check Application) This application is required to initiate the plan review of the water, sewer and or recycled water improvement plans. The plans must conform to the District’s Standards and Title Block requirements. Use the following templates: Deposit - 3% of Engineers Cost Estimate (min. $3,500.00) Duration – 4 weeks ☒ Easement Easement Template – Required for all public facilities within private property. Deposit - Time is billed with Plan Check Deposit Duration – 4 weeks ☒ Water Rights Grant Deed Water Rights Grant Deed Template – Required for all multi-family, commercial, and industrial projects. Deposit - Time is billed with Plan Check Deposit Duration – 4 weeks ☒ Fire Flow Application This application is required to request Fire Flow information from a specific hydrant within the water system. Application Fee - $125.00 Fire Flow Credit Card Form Duration – 3 weeks ☒ Will Serve Application This application is required to determine the water and sewer capacity fees for residential developments. These capacity fees will be due prior to water meter installation. Application Fee - $170.00 for Single Family Residence or $340.00 for Tract Fee – Refer to Capacity Fee Schedule Duration – 4 weeks ☒ Commercial Industrial Information Form This application initiates the review of regulatory environmental compliance of discharges into the sewer system for commercial and industrial developments. No initial fees. Fees will be determined after application had been reviewed. Construction ☒ Inspection Application This application initiates the inspection for the construction of the project. Deposit – 16.5% of Engineers Cost Estimate (15% for inspection services and 1.5% fee for mapping services) (min. $7,000.00) Duration – 3 weeks (Materials Submittals) ☒ Bill of Sales The Bill of Sales is required to grant the public facilities in the right-of-way to the District. Bill of Sale Template Deposit – Time is billed to the Inspection Deposit Duration – 3 weeks ☒ Notice of Completion The Notice of Completion is required for all projects to begin the one-year warranty period. Notice of Completion Template Deposit – Time and fees are billed to the Inspection Deposit Duration – 3 weeks 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 EXHIBIT32A2B Vicinity Map - 371-150-017 This application has been provided to give a visual display of District facilities and related geographic information. To be sure of complete accuracy, please check with Engineering staff for the most up to date information. 2,384 397.4 Legend 1: Feet397.40198.71 Data Sources: EVMWD, County of Riverside 3/10/2025 12:50:37 PM Notes EVMWD Boundary EVMWD Sphere of Influence Label House Number Street Centerlines Parcels Waterbodies Non Potable Valves Butterfly Valve Check Valve Gate Valve Non Potable Pressure Mains Air Release Blowoff Distribution Main Hydrant Lateral Sampling Point Transmission Main Drain Line On Site Irrigation Lines Recycled Air Vac Recycled Blowoff Recycled Pressure Main Distribution Main Transmission Main Air Release Blowoff Hydrant Lateral Fee Credits Sewer Fee Credits Water Reimbursements - Sewer Reimbursements - Water Back Basin Tributary Benefit Area A B