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HomeMy WebLinkAboutENG-2023-00068 PGP PLAN NO 23-046-23-053 GRADING NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF LAKE ELSINORE MUNICIPAL CODE,CHAPTER 15.72 AND ORTEGA BATTERY ENERGY STORAGE SYSTEM APPLICABLE STANDARDS AND SPECIFICATIONS AND THE LATEST EDITION OF THE UNIFORM BUILDING CODE(U.B.C.), Ze= CHAPTER 33. O 2. A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT, CITY OF LAKE ELSINORE, PRIOR TO ANY OPERATIONS. C'yy SITE LOCATION 3. THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND DIG ALERT(8-1-1)FORTY-EIGHT <' (48)HOURS PRIOR SHALL NOTIFY CITY OF LAKE ELSINORE 2 4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST TWENTY-FOUR(24)HOURS IN ADVANCE 'Z PTF OF BEGINNING GRADING OPERATIONS. 5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER. �P`n9 PS9T� F 6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE APPROVED,AND SHALL BE SHOWN ON THE PLAN. LEGAL DESCRIPTION: 7. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE APPROVED,SHALL BE THE FOLLOWING LEGAL DESCRIPTION IS PER A PRELIMINARY TITLE REPORT SHOWN ON PLAN,AND SHALL NOT HAVE LESS THAN 90%RELATIVE COMPACTION OUT TO THE FINISHED SURFACE. PREPARED BY CHICAGO TITLE INSURANCE COMPANY,ORDER NO.7102100107, DATED DECEMBER 22,2020 A T 7:30 A.M. B. FILLS SHALL BE COMPACTED THROUGHOUT TO 90%DENSITY AS DETERMINED BY THE MODIFIED THREE(3)LAYER A.S.T.M. / D-1557-70 TEST METHOD. FOR APN/PARCEL ID(S):377-200-045,377-200-046,AND 377-200-047 `FP 9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS, SCARIFIED, AND INSPECTED BY THE GRADING PARCEL A:(377-200-045) 9G INSPECTOR AND APPROVED SOILS TESTING AGENCY PRIOR TO THE PLACING OF FILL. FIN PARCEL 1 OF PARCEL MAP NO.30985 IN THE CITY OF LAKE ELSINORE, 10. ALL FILL MATERIAL SHALL BE CLEAN EARTH.NO FILL SHALL BE PLACED UNTIL PREPARATION OF GROUND IS APPROVED BY COUNTY OF RIVERSIDE,STATE OF CALIFORNIA MAP RECORDED IN BOOK 225, THE SOILS ENGINEER. PAGES 4,5,AND 6 OF PARCEL MAPS,RECORDS OF SAID COUNTY. 11. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN PARCEL B:(377-200-046) VICINITY MAP %"PER FOOT FOR A MINIMUM OF THREE(3)FEET,THEN 1%(MINIMUM)TO FLOW LINE OF EARTH SWALE. PARCEL 2 OF PARCEL MAP NO.30985 IN THE CITY OF LAKE ELSINORE, N.T.S. 12. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%IF CUT OR FILL SLOPE IS LESS THAN TEN FEET(10'), COUNTY OF RIVERSIDE,STATE OF CALIFORNIA MAP RECORDED IN BOOK 225, AND 2%IF CUT OR FILL IS GREATER THAN TEN FEET(10').DRAINAGE SWALES SHALL BE A MINIMUM OF 0.5'DEEP AND PAGES 4,5,AND 6 OF PARCEL MAPS,RECORDS OF SAID COUNTY. SURVEYOR'S NOTES: CONSTRUCTED A MINIMUM OF TWO FEET(2')FROM THE TOP OF CUT OR FILL SLOPES. PARCEL C:(377-200-047) 1.THE BENCHMARK FOR 1111 SURVEY IS cogs STATION ECFS,ELEVATION 1111.111,(NAVD 88.) 13. PROVIDE 5'WIDE BY V HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5'HIGH PARCEL 3 OF PARCEL MAP NO.30985 IN THE CITY OF LAKE ELSINORE, THIS IS A CONTINUOUS GPS STATION AND IS PART OF THE CALIFORNIA SPATIAL REFERENCE COUNTY OF RIVERSIDE,STATE OF CALIFORNIA MAP RECORDED IN BOOK 225, SURVEY DOMPUTED 11-11-17 FOR THE CALIFORNIA DEPARTMENT OF TRANSPORTATION.VERTICAL 14. PROVIDE A BROW DITCH,DESIGNED TO HANDLE ONE HUNDRED(100)YEAR STORM FLOWS ALONG THE TOP OF CUT PAGES 4,5,AND 6 OF PARCEL MAPS,RECORDS OF SAID COUNTY. DATUM IS TO THE GEODETIC REFERENCE POINT(GRP.)THE ANTENNA IS AND ASHTECH SLOPES. 701945B_M WITH SCIT DOME.TRUE VERTICAL ANTENNA HEIGHT IS FROM THE GEODETIC TM REFERENCE POINT TO THE BOTTOM OF THE ANTENNA PRE-AMP(BRA)AND IS 0.027 FEET. 15. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. CONSTRUCTION NOTES 2.THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE COORDINATE SYSTEM,ZONE 6,BASED LOCALLY ON CONTROL STATIONS ECFS AND LMHG NAD83(2011)EPOCH 16. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER,TO SUPERVISE GRADING AND PROVIDE A FINAL SOILS NO. DESCRIPTION QUANTITY UNIT 2017,50 AS SHOWN HEREON.ALL BEARINGS SHOWN ON THIS MAP ARE GRID,QUOTED BEARINGS RECOR REPORT WHICH INCLUDES FOUNDATION REQUIREMENTS(SUBDIVISIONS)AND EXPANSIVE CHARACTERISTICS OF THE SOIL. 1 CONSTRUCT ACCESS ROAD PER ROAD SECTION DETAIL A ON SHEET ESC-DWG-007 3.920 S.F. ALL DISTANDES SHOWN DISTANCES FROMRARERENCE GROUNDAPS UNLESS DSPECIFIED OTHERWISE.GRIDARE SHOWN PETDISTANCESRMAYR BECE. 17. GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL COMPACTION REPORT BY A SOILS ENGINEER 2 INSTALL PREFABRICATED CONCRETE CULVERT PER SEPARATE PLAN. OBTAINED BY MULTIPLYING THE GROUND DISTANCE BY A COMBINATION FACTOR OF OA99915989 SHALL BE SUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENTS PRIOR TO ISSUANCE OF BUILDING PERMITS. 1 EA. WITH COORDINATES of N:2193779.262,E:6233637.868,USING AN ELEVATION OF 1294.387', 3 INSTALL NEW 8'HIGH SECURITY FENCE PER LANDSCAPE DRAWING 350 L.F. ECFS(GRID) LMHG(GRID) 18. THE SOILS ENGINEERING INVESTIGATION DATED 4/29/2021 PREPARED BY(STANTEC CONSULTING SERVICES,INC.)SHALL 4 INSTALL NEW 8'HIGH CONCRETE CMU WALL PER LANDSCAPE DRAWING 510 L,F, N:2181264.260 N:2216314.611 BE CONSIDERED A PART OF THIS GRADING PLAN AND SHALL BE IN COMPLIANCE. E:6208132,801 E:6214729.008 5 INSTALL 24'WIDE SWING VEHICULAR GATE PER LANDSCAPE DRAWING 1 EA ECFS(GROUND) LMHG(GROUND) E 19. REGISTERED CIVIL ENGINEER LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING PAD 6 REMOVE AND DISPOSE OF EXISTING AC BERM N:2181263.208 N:2216316.505 ELEVATION.WHERE SPECIFIC ELEVATIONS IONS ARE REQUIRED,THE ELEVATION(WITH RESPECT TO MEAN SEA LEVEL)SHALL 5 �' E:6208130.659 E:6214727.420 BE GIVEN.IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL DISTANCE ABOVE 7 CONSTRUCT AC PAVEMENT WITH 4.5"AS OVER 8"AB,SEE DETAIL B ON SHEET 9,900 S.F. THE ADJACENT GROUND SHALL BE GIVEN. ESC-DWG-004 FOR PAVEMENT SECTION 20. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY SITE AREA: 1.79 ACRE CONSTRUCTION/GRADING. 21. STABILITY CALCULATIONS WITH A SAFETY FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE Drawing Index EARTHWORK QUANTITIES ESTIMATE: BUILDING AND ENGINEERING DEPARTMENTS FOR CUT AND FILL SLOPES OVER THIRTY FEET(30')IN VERTICAL HEIGHT. Drawing Number Drawing Title 22. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE(1)FOOT. USP-021549-ORTEGA-ESC-GEN-001 COVER I EARTHWORK QUANTITIES 23. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED,IT MUST BE CLEARED,KEYED AND BENCHED USP-021549-ORTEGA-ESC-GEN-002 COVER II RAW CUT: 6 CY INTO FIRM NATURAL SOIL FOR FULL SUPPORT.PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS ENGINEER USP-021549-ORTEGA-ESC-DWG-002 BESS SITE PLAN RAW FILL: 30 CY PRIOR TO PLACEMENT OF FILL MATERIAL.SLOPES GREATER THAN 5:1 ARE REQUIRED TO BE KEYED AND BENCHED. USP-021549-ORTEGA-ESC-DWG-003 EXISTING CONDITION TOTAL IMPORT: 24 CY THE SOILS ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES: USP-021549-ORTEGA-ESC-DWG-004 ROADSECTION a. UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BACKFILL OF ALLUVIAL,COLLUVIAL AND USP-021549-ORTEGA-ESC-PLN-001 GRADING AND DRAINAGE PLAN TERRACED AREAS AND ANY SUBSTRUCTURES. USP-021549-ORTEGA-ESC-PLN-002 EROSION CONTROL PLAN USP-021549-ORTEGA-ESC-PLN-003 EROSION CONTROL NOTES AND DETAILS EARTHWORK NOTES TO CONTRACTOR b. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION,BENCHING AND FILLING OPERATIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO RENEW THE GRADING PLANS AND SOILS REPORT THOROUGHLY PRIOR TO SITE MOBILIZATION. IT IS ALSO THE C. DURING INSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER MATERIAL. SOILS ENGINEER'S CERTIFICATE: GRADING CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CIVIL AND SOILS ENGINEERS IF ONSITE DISCREPANCIES ARE OBSERVED THAT WOULD AFFECT THE d. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION. EARTHWORK QUANTITIES. THESE GRADING PLANS FIVE BEEN REVIEWED BY THE UNDERSIGNED AND FOUND TO BE IN CONFORMANCE WITH THE RECOMMENDATIONS THE EXISTING TOPOGRAPHY AS DELINEATED ON THESE DRAWINGS SHALL BE UTILIZED AS THE BASIS FOR ALL EARTHWORK COMPUTATIONS. SAID 25. EROSION CONTROL:ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT OR ANOTHER APPROVED GROUND AND SPECIFICATIONS OUTLINED IN THE SOILS AND GEOLOGICAL RECONNAISSANCE REPORT PREPARED FOR THIS DEVELOPMENT. TOPOGRAPHY SHALL BE PRESUMED TO BE ACCEPTABLE TO ALL INTERESTED PARTIES UNLESS A DEVIATION IS FOUND PRIOR TO THE START OF GRADING IN COVER,AT TWELVE INCHES(12")ON CENTER.SLOPES OVER FIFTEEN FEET(16)IN VERTICAL HEIGHT,IN ADDITION TO ANY SPECIFIC AREAS,ANY DEVIATION SO DETERMINED SHALL BE PROMPTLY TRANSMITTED TO ALL INTERESTED PARTIES. GROUND COVER,SHALL BE PLANTED WITH APPROVED 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 THE CONTRACTOR IS REQUIRED TO ESTIMATE THE QUANTITIES OF GRADING WORK TO BE DONE AND INCLUDE ALL COSTS THEREFROM IN HIS BID,AS NO CENTER.SLOPES OVER THREE FEET(T)IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH A ADDITIONAL ALLOWANCE WILL BE MADE WITHOUT PRIOR CONSENT FROM THE OWNER. BACKFLOW PREVENTION DEVICES PER U.B.C. �rfluf�V C80383 2/7/2023 OVER-EXCAVATION AND/OR EXCESS BACKFILLING OR DUPLICATION OF GRADING ACTNITIES IS NOT A BASIS FOR ADDITIONAL COMPENSATION. THIS ALSO 26. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING (signaare) (Rce No.) (oace) APPLIES WHERE MATERIAL IS TO BE REMOVED AND REPLACED TO REDUCE MOISTURE CONTENT. PROPERTIES DURING THE GRADING PROJECT. OFF-SITE DISPOSAL OF EXCAVATION MATERIAL IS THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE INCLUDED IN HIS BID. THE CONTRACTOR SHALL 27. APPROVED EROSION PREVENTIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY SEASON AND SHALL HOLD THE OWNER AND ENGINEER HARMLESS AS A RESULT OF ANY CLAIMS ARISING FROM THE ACTIONS ENROUTE OR AWAY FROM THE SITE. \ BE IN PLACE AT THE END OF EACH DAY'S WORK. 28. ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS is�y�awrei (Rce No.) ioacel EARTH VOLUMES SHOWN HEREON ARE ESTIMATES BASED UPON THE GEOTECHNICAL ANALYSIS PERFORMED BY THE NAMED SOILS ENGINEER AND TOPOGRAPHIC SURVEY OF THE EXISTING GROUND SURFACE AT THE TIME OF PLAN PREPARATION. EARTHWORK VOLUMES ARE COMPUTED BY METHODS COMMONLY USED IN aI 29. THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMITTEE. STANDARD ENGINEERING PRACTICE, AND ARE INTENDED FOR USE IN ESTABLISHING GOVERNING AGENCY FEES. ACTUAL FIELD CONDITIONS MAY VARY FROM OBSERVED OR MEASURED CONDITIONS AT THE TIME OF PLAN PREPARATION. EARTHWORK QUANTITIES MAY VARY AS A RESULT. 30. AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIME. ENGINEER'S NOTICE THE QUANTITIES FOR THESE PLANS ARE BASED UPON 4%SHRINKAGE AND 0%SUBSIDENCE. SHRINKAGE PERCENTAGE IS SHOWN FOR REFERENCE ONLY. 31. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION OF GRADING OPERATION. ACTUAL SHRINKAGE VOLUMES MAY VARY CONSIDERABLY. 32. ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR ALL SLOPES IN EXCESS OF THREE 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS ANY EXPORT OR IMPORT REQUIRED TO BALANCE THE SITE SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. (3) FEET VERTICAL HEIGHT WITHIN NINETY(90) DAYS AFTER COMPLETION OF ROUGH GRADING AND SHALL BE IN DURING THE COURSE OF CONSTRUCTION,INCLUDING SAFETY OF ALL PERSONS AND PROPERTY.THIS ACCORDANCE WITH CITY OF LAKE ELSINORE GRADING ORDINANCE NO. 882 PRIOR TO THE APPROVAL OF FINAL REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS.THE CONTRACTOR INSPECTION. SHALL DEFEND,INDEMNIFY AND HOLD THE OWNER AND ENGINEER HAIRLESS FROM ANY AND AL LIABILITY,REAL OR 33. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND BE SOLELY ALLEGED,IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. REVIEWED FOR CODE COMPLIANCE IN WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 34. THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE(1)BLUE TOP PER FINISHED PAD,PRIOR TO ROUGH GRADE 2. ALL UNDERGROUND UTILITIES OR STRUCTURES,REPORTED OR FOUND ON PUBLIC RECORDS,ARE INDICATED WITH APPROVAL. THEIR APPROXIMATE LOCATION AND EXTENT.THE OWNER,BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE 35. APPROXIMATE DATE OF: IMPROVEMENTS HEREON,AGREES TO ASSUME LIABILITY AND HOLD THE ENGINEERE HARMLESS FOR ANY DAMAGES DOCUMENTS PER BEGINNING OPERATION: FEBRUARY 27, 2023 COMPLETION: JULY 28, 2023 RESULTING FROM THE EXISTNECE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED OR INDICATED ON oaaanTcooes nr,o na csan°Ooneoso ancnce. x„o..,.w,ais below. PUBLIC RECORDS,OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED OR RECORD LOCATIONS.THE 03/16/2023Fe ELECTRICAL CONSULTANT: Call before you dig. 36. NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER THAN THREE INCHES(W)WILL BE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR RON STEIN, P.E. PLACED IN FILLS WITHIN ROADBED AREAS OR THREE FEET(T)OF FINISH GRADES,UNLESS THE LOCATION,MATERIALS, STRUCTURES SHOWN AND ANY OTHER FOUND AT THE STIE.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO WILLDAN ENG NEERING OWNER: AND DISPOSAL METHODS ARE SPECIFICALLY APPROVED BY THE SOILS ENGINEER. NOTIFY THE OWNERS OF ALL UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. S u n G r i d Hone ell P��"� a rid / 37. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION BEFORE APPROVAL. 3. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR,OR LIABLE FOR UNAUTHORIZED "� ////J 38. GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE APPROVED BY THE BUILDING DEPARTMENT. �u -u a Better energyforromorrow seat G CHANGES TO OR USES OF THESE PLANS.ALL CHANGES TO THESE PLANS MUST BE IN WRITING AND MUST BE 39. THIS SITE HAS OBTAINED A NATIONAL POLLUTION PREVENTION ELIMINATION SYSTEM(NPDES)PERMIT TO REGULATE MUNICIPAL AND INDUSTRIAL STORM WATER DISCHARGES. APPROVED BY THE PREPARER OF THESE PLANS. HONEYWELL USA HECATE GRID LLC SUNGRID SOLUTIONS INC. NPDES WDID# 8 33C399964 DATE PERMIT ISSUED: MARCH 1,2023 4. QUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY.CONTRACTORS SHALL BE www.sungridsolutions.com www.honeywell.com www.hecateenergy.com RESPONSIBLE FOR VERIFYING ALL QUANTITIES PRIOR TO BIDDING FOR CONSTRUCTION. ENG-2023-00068 Cambrld a ON N1S 5 3 Charlotte,INC 28202 Chicago,IL 60661 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE MARK REVISIONS APPR. DATE APPROPRIATE CONDITIONS OF EVELOPMENTANDORCITY AND STATE LAWS PREPARED BY: pROFES$l0 CITY OF LAKE ELSINORE SHEET AND HAVE BEEN FOUND ACCEPTABLE ® cQ`�P�LEN K"qr COVER I 1 Stantec o m SHEET NUMBER: C v✓✓lY lI �'-2}V 38TECHNOLOGYDRIVE,SUITE100 USP-021549-ORTEGA-ESC-GEN-001 OF 8 3/20/2023 RVNE,CA 92618 No.59808 SCALE: BENCH MARK: SHEETS 9.123.6000 stantec.com El.12731L24 REMONGMEER CENo.83156 DATE ,t}9�OF \EP TITS ONEAIVIL TITLEE E SHEET NOTE ORTEGA BESS PROJECT No. CITY _ _ 22.5MWI85.96MWh BESS -- - DATE: 11/4/2022 LAKE ELSINORE,CALIFORNIA 185805133 CITY OF LAKE ELSINORE DALE III R.C.E.59808 (EXP.12/31/24) 23-046 LAKE ELSINORE CONDITIONS OF APPROVAL CONDITIONS OF APPROVAL PROJECT:PA 2021-26/CDR 2021-12 PROJECT NAME:ORTEGA BESS PROJECT LOCATION:N:APN:3]]-200-045 ITYOF LAKE ELSINORE APPROVAL DATE:JULY A 2022 -' - - - =P EFFECTIVE DATE:AUGUST 19,2022 ZP EXPIRATION DATE:AUGUST 19,2026 GENERAL Director of Development, Hecate Grid. February 7, 2023 ° 1.PLANNING APPLICATION NO.2021.26(COMMERCIAL DESIGN REVIEW NO.2021-12)PROPOSES TO CONSTRUCT A 20-MEGAWATT BATTERY 09y SITE LOCATION ENERGY STORAGE SYSTEM(BESS)ON A 1.1&ACRE SITE IN THE C-2 GENERAL COMMERCIAL ZONING DISTRICT.THE PROJECT SITE IS LOCATED 24.GREEN MEASURES.THE APPLICATION SHALL PROVIDE 10%VOLUNTARY GREEN MEASURES ON THE PROJECT,AS STIPULATED BY THE 2019 SOUTHEAST OF THE INTERSECTION OF CAMINO DEL NORTE AND 0 HANA CIRCLE(APN:377-20&045). CALIFORNIA GREEN BUILDING STANDARDS. �<' 2.THE APPLICANT SHALL DEFEND(WITH COUNSEL ACCEPTABLE TO THE CITY),INDEMNIFY,AND HOLD HARMLESS THE CITY,ITS OFFICIALS, 25.OISABLED ACCESS.APPLICANT SHALL PROVIDE DETAILS OF ALL APPLICABLE DISABLED ACCESS PROVISIONS AND BUILDING SETBACKS ON 20P OFFICERS,EMPLOYEES,AGENTS,AND ITS CONSULTANTS(INDEMNITEES)FROM ANY CLAIM,ACTION,OR PROCEEDING AGAINST THE PLANS TO INCLUDE: INDEMNITEES TO ATTACK,SET ASIDE,VOID,OR ANNUL AN APPROVAL OF THE CITY,ITS ADVISORY AGENCIES,APPEAL BOARDS,OR 2T LEGISLATIVE BODY CONCERNING APPROVAL,IMPLEMENTATION AND CONSTRUCTION OF CDR 2021-12,WHICH ACTION IS BOUGHT WITHIN THE A.ALL GROUND FLOOR UNITS TO BE ADAPTABLE. ZT F TIME PERIOD PROVIDED FOR IN CALIFORNIA GOVERNMENT CODE SECTIONS 66009 AND/OR 66499.37,AND PUBLIC RESOURCES CODE SECTION REVIEWED FOR CODE COMPLIANCE F P I. 21187,INCLUDING THE APPROVAL,EXTENSION OR MODIFICATION OF CDR 2021.12 OR ANV OF THE PROCEEDINGS,ACTS OR DETERMINATIONS S.DISABLED ACCESS FROM THE PUBLIC WAY TO THE ENTRANCE OF THE BUILDING. �S S� C.VAN ACCESSIBLE PARKING LOCATED AS CLOSE AS POSSIBLE TO THE MAIN ENTRY. T 9T TAKEN,DONE,OR MADE PRIOR TO THE DECISION,OR N I DETERMINE THE REASONABLENESS,LEGALITY OR VALIDITY OF AN CONDITION 9J. F ATTACHED THERETO.THE APPLICANT'S INDEMNIFICATION IS INTENDED TO INCLUDE,BUT NOT BE LIMITED TO,DAMAGES,FEES AND/OR COSTS D.PATH OF ACCESSIBILITY FROM PARKING TO FURTHEST POINT OF IMPROVEMENT. AWARDED AGAINST OR INCURRED BY INDEMNITEES AND COSTS OF SUIT,CLAIM OR LITIGATION,INCLUDING WITHOUT LIMITATION ATTORNEYS' E.PATH OF TRAVEL FROM PUBLIC RIGHT-OF-WAY TO ALL PUBLIC AREAS ON SITE,SUCH AS CLUB HOUSE,TRACH ENCLOSURE TOT LOTS ANDIBIAITM­ iS S FEES,PENALTIES AND OTHER COSTS,LIABILITIES AND EXPENSES INCURRED BY INDEMNITEES IN CONNECTION WITH SUCH PROCEEDING.THE PICNIC AREAS. rvTS PER CITY WILL PROMPTLY NOTIFY THE APPLICANT OF ANY SUCH CLAIM,ACTION,OR PROCEEDING AGAINST THE CITY.IF THE PROJECT IS ORRENT CODES AND AP s1ANOARDSO RACTICE. CHALLENGED IN COURT,THE CITY AND THE APPLICANT SHALL ENTER INTO FORMAL DEFENSE AND INDEMNITY AGREEMENT,CONSISTENT WITH 26.STREET ADDRESSING.APPLICANT MUST OBTAIN STREET ADDRESSING FOR ALL PROPOSED BUILDINGS BY REQUESTING STREET ADDRESSING 03/16/2023 F P THIS CONDITION. AND SUBMITTING A SITE PLAN FOR COMMERCIAL OR MULTI-FAMILY RESIDENTIAL PROJECTS OR A RECORDED FINAL MAP FOR SINGLE-FAMILY RESIDENTIAL PROJECTS.IT TAKES 10 DAYS TO ISSUE ADDRESS AND NOTIFY OTHER AGENCIES.PLEASE CONTACT SONIA SALAZAR AT RON STEIN, P.E. 3.WITHIN 30 DAYS OF PROJECT APPROVAL,THE APPLICANT SHALL SIGN AND COMPLETE AN'ACKNOWLEDGMENT OF CONDITIONS'AND SHALL SSALAZARQLAKE-ELSINORE.ORG OR 951-674J124 X27T WILLDAN ENG NEERING O RETURN THE EXECUTED ORIGINAL TO THE COMMUNITY DEVELOPMENT DEPARTMENT FOR INCLUSION IN THE CASE RECORDS. O- 2].CLEARANCE FROM LEUSD.A RECEIPT OR CLEARANCE LETTER FROM THE LAKE ELSINORE SCHOOL DISTRICT SHALL BE SUBMITTED TO THE /J PLANNING DIVISION BUILDING AND SAFETY DEPARTMENT TO ENSURE THE PAYMENT OR EXEMPTION FROM SCHOOL MITIGATION FEES. I JJ��--iT�/) FP 9 6.COMMERAME EFFECTIVE DESIGN REVIEW ON 2OF THE FALL WING ANDPRIOR TO VOID TWO YEARSEXPIRATION OFFOLLOWING YEARS, BUILDING WHICH IT RELATE REVIEW 28.COMME APPROVALS PRIOR S CONSTRUCTION.APPLICANT MUST OBTAIN ALL BUILDING PLANS AND PERMIT APPROVALS PRIOR TO LF N SESAME EFFECTIVE.UNLESS ONE OF THE FOLLOWING:ME PRIOR TO THE EXPIRATION OF TWO YEARS.A BUILDING PERMIT RELATED TO THE COMMENCEMENT OF ANV CONSTRUCTION WORK. DESIGN REVIEW IS ISSUED AND CONSTRUCTION COMMENCED AND DILIGENTLY PURSUED TOWARD COMPLETION;OR(2)PRIOR TO THE EXPIRATION OF TWO YEARNS THE APPLICANT HAS APPLIED FOR AND HAS BEEN GRANTED ANIO EXTENSION OF THE DESIGN REVIEW APPROVAL 29.REQUI IE S SEPARATE APPROVALS AND PERMITS.TRASH ENCLOSURES,PATIO COVERS,LIGHT STANDARDS,AND ANY BLOCK WALLS WILL PURSUANT TO SUBSECTIONS n)AND(2)OF LAKE PURSUANT MUNICIPAL CODE(LEMC)SECTION ALL RUN WITH NOTWITHSTANDING CONDITIONS REQUIRE SEPARATE APPROVALS AND PERMITS. TO THE CONTRARY,A DESIGN REVIEW GRANTED PURSUANT TO LEMC SECTION E VALID PO SHALL RUN WITH THE LAND FOR THIS TWO-YEAR 1� PERIOD,SUBJECT TO ANY APPROVED EXTENSIONS,AND SHALL CONTINUE TO BE VALID UPON A CHANGE OF OWNERSHIP OF THE SITE,WHICH 30.SEWER AND WATER PLAN APPROVALS.ON-SITE SEWER AND WATER PLANS WILL REQUIRE SEPARATE APPROVALS AND PERMITS.SEPTIC WAS THE SUBJECT OF THE DESIGN REVIEW APPLICATION. VICINITY MAP SYSTEMS WILL NEED TO BE APPROVED FROM RIVERSIDE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT BEFORE PERMIT ISSUANCE. 5.ALL CONDITIONS OF APPROVAL SHALL BE REPRODUCED ON PAGE ONE OF BUILDING PLANS PRIOR TO THEIR ACCEPTANCE BY THE BUILDING N.T.S. AND SAFETY DIVISION,COMMUNITY DEVELOPMENT DEPARTMENT.ALL CONDITIONS OF APPROVAL SHALL BE MET PRIOR TO THE ISSUANCE OF 31.HOUSE ELECTRICAL METER.APPLICANT SHALL PROVIDE A HOUSE ELECTRICAL METER PROVIDE POWER FOR THE OPERATION E UTILITIES A CERTIFICATE OF OCCUPANCY AND RELEASE OF UTILITIES. EXTERIOR LIGHTING,IRRIGATION PEDESTALS AND FIRE ALARM SYSTEMS FOR EACH BUILDING ON THE SITE.DEVELOPMENTS WITH SINGLE USER BUILDINGS SHALL CLEARLY SHOW THE PLANS HOW THE OPERATION OF EXTERIOR LIGHTING AND FIRE ALARM SYSTEMS WHEN A HOUSE METER IS NOT SPECIFICALLY PROPOSED. 60.AC ARRANGEMENTS FOR RELOCATION OF UTILITY COMPANY FACILITIES(POWER POLES,VAULTS,ETC.)OUT OF THE ROADWAY AND AWAY FROM AN 91.A ADDINGPRECOACTIVITY. N MEETING WITH THE CITY ENGINEERING INSPECTOR(ENGINEERING DEPARTMENT)IS REQUIRED PRIOR TO COMMENCEMENT OF ANY 6.ALL FUTURE DEVELOPMENT PROPOSALS SHALL BE REVIEWED By THE CITY ON APROJECT-BY-PROJECT BASIS.IF DETERMINED NECESSARY BY ACCESS POINT SHALL BE THE RESPONSIBILITY OF THE APPLICANT,PROPERTY OWNER,AND/OR HIS AGENT. GRADING ACTIVITY. THE COMMUNITY DEVELOPMENT DIRECTOR OR DESIGNEE,ADDITIONAL ENVIRONMENTAL ANALYSIS WILL BE REQUIRED. 61.OVERHEAD UTILITIES(34.5 KV OR LOWER)SHALL BE UNDERGROUNDED(SECTION 16.64 OF LEMC). AT PLAN REVIEW SUBMITTAL T ANY PROPOSED MINOR REVISIONS TO APPROVED PLANS SHALL BE REVIEWED AND APPROVED BY THE COMMUNITY DEVELOPMENT DIRECTOR 62.END ERGROUND WATER RIGHTS SHALL BE DEDICATED TO THE CITY PURSUANT TO THE PROVISIONS OF LEMC SECTION 16.52.030,AND CONSISTENT WITH OR DESIGNEE.ANY PROPOSED SUBSTANTIAL REVISIONS TO THE APPROVED PLANS SHALL BE REVIEWED ACCORDING TO THE PROVISIONS OF 32.SUBMITTING PLANS AND CALCULATIONS.APPLICANT MUST SUBMIT TO BUILDING AND SAFETY FOUR(4)COMPLETE SETS OF PLANS AND TWO THECITY'SAGREEMENT WITH THE ELSINORE VALLEY MUNICIPAL WATER DISTRICT. N.PRIOR TO COMMENCEMENT OF GRADING OPERATIONS,APPLICANT$HALL PROVIDE TO THE CITY A MAP OF ALL PROPOSED HAUL ROUTES TO BE USED FOR THE MUNICIPAL CODE IN A SIMILAR MANNER AS A NEW APPLICATION.GRADING PLAN REVISIONS SHALL BE REVIEWED BY THE CITY ENGINEER. 2 SETS OF SUPPORTING CALCULATIONS FOR REVIEW AND APPROVAL INCLUDING: 63.APPLICANT SHALL APPLY FOR,OBTAIN AND SUBMIT TO THE CITY ENGINEERING DEPARTMENT A LETTER FROM SOUTHERN CALIFORNIA EDISON(SCE) MOVEMENT OF EXPORT MATERIAL.ALL SUCH ROUTES SHALL BE SUBJECT TO THE REVIEW AND APPROVAL OF THE CITY ENGINEER.HAUL ROUTE SHALL BE () INDICATING THAT THE CONSTRUCTION ACTIVITY WILL NOT INTERFERE WITH EXISTING SCE FACILITIES.NON-INTERFERENCE LETTER(NIL)SHALL BE SUBMITTED PRIOR TO ISSUANCE OF A GRADING PERMIT.HAULING IN EXCESS OF 5,000 CUBIC YARDS SHALL BE APPROVED BY THE CITY COUNCIL(LEMC SECTION PROVIDED PRIOR TO ISSUANCE OF GRADING PERMIT. 15.72.065).ALL REQUIRED DOCUMENTS SHALL BE SUBMITTED AND APPROVED PRIOR TO SCHEDULING FOR CITY COUNCIL. S.A DETAILED ON-SITE LIGHTING PLAN,INCLUDING A PHOTOMETRIC DIAGRAM,SHALL BE REVIEWED TO ENSURE THAT ALL EXTERIOR ONSITE A.AN ELECTRICAL PLAN INCLUDING LOAD CALCULATIONS AND PANEL SCHEDULE,PLUMBING SCHEMATIC,AND MECHANICAL PLAN APPLICABLE 93.EXPORT SITES LOCATED WITHIN THE LAKE ELSINORE CITY LIMITS MUST HAVE AN ACTIVE GRADING PERMIT. LIGHTING SHALL BE SHIELDED AND DIRECTED ON-SITE SO AS NOT TO CREATE GLARE ONTO NEIGHBORING PROPERTY AND STREETS OR TO SCOPE OF WORK. 64.APPLICANT SHALL SUBMIT A'WILL SERVE'LETTER TO THE CITY ENGINEERING DEPARTMENT FROM THE APPLICABLE WATER AGENCY STATING THAT ALLOW ILLUMINATION ABOVE THE HORIZONTAL PLANE OF THE FIXTURE. WATER AND SEWER ARRANGEMENTS HAVE BEEN MADE FOR THIS PROJECT AND SPECIFY THE TECHNICAL DATA FOR THE WATER SERVICE AT THE No APPLICANT TO PROVIDE TO THE CITY A VIDEO RECORD OF THE CONDITION OF ALL PROPOSED PUBLIC CITY HAUL ROADS.IN THE EVENT OF DAMAGE TO SUCH B.A SOUND TRANSMISSION CONTROL STUDY IN ACCORDANCE WITH THE PROVISIONS OF THE SECTION 5.50],OF THE 2019 EDITION OF THE LOCATION,SUCH AS WATER PRESSURE,VOLUME,ETC.WILL SERVE LETTERS SHALL BE PROVIDED PRIOR TO ISSUANCE OF GRADING PERMIT. ROADS,THE APPLICANT SHALL PAY FULL COST OF RESTORING PUBLIC ROADS TO THE BASELINE CONDITION.A BOND MAY BE REQUIRED TO ENSURE PAYMENT CALIFORNIA BUILDING CODE. OF DAMAGES TO THE PUBLIC RIGHT-OF-WAY,SUBJECT TO APPROVAL OF THE CITY ENGINEER. 9.THE APPLICANT SHALL PROVIDE ALL PROJECT-RELATED ON-SITE AND OFF-SITE IMPROVEMENTS AS REQUIRED BY THESE CONDITIONS OF C.A PRECISE GRADING PLAN TO VERIFYACCESSIBILITY FOR THE PERSONS WITH DISABILITIES. 95.ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A GEOTECHNICAL ENGINEER.SLOPES STEEPER THAN 2 TO 1 SHALL BE EVALUATED FOR STABILITY APPROVAL. D.TRUSS CALCULATIONS THAT HAVE BEEN STAMPED BY THE ENGINEER OF RECORD OF THE BUILDING AND THE TRUSS MANUFACTURER IMPROVEMENTS AND PROPER EROSION CONTROL AND APPROVED BY THE CITY. ENGINEER. W REVIEW AND APPROVAL OF THE PROJECT SEDIMENT AND EROSION CONTROL PLAN SHALL BE COMPLETED.AS WARRANTED,A COPY OF THE CURRENT SWPPP 10.PROVISIONS OF THE CITY'S NOISE ORDINANCE(LEMC CHAPTER 17.176)SHALL BE SATISFIED DURING ALL SITE PREPARATION AND 65.APPLICANT SHALL BE RESPONSIBLE TO DESIGN AND CONSTRUCT THE HALF-WIDTH STREET IMPROVEMENTS ALONG THE PROPERTY'S FRONTAGE ON ONLY FINISH WORK AND SIMILAR INTERIOR CONSTRUCTION SHALL BE KEPT AT THE PROJECT SITE AND BE AVAILABLE FOR REVIEW UPON REQUEST. CONSTRUCTION ACTIVITY.SITE PREPARATION ACTIVITY AND CONSTRUCTION SHALL NOT COMMENCE BEFORE ITODON MAY BE CONDUCTED ON AM AND SHALL CEASE NO PRIOR TO ISSUANCE OF GRADING PERMITISI CAMINO DEL NORTE SUCH THAT THE ULTIMATE RIGHT-OF-WAY WIDTH CONFORMS TO THE GENERAL PLAN CIRCULATION ELEMENT.CAMINO DEL NORTE IS 97.APPLICANT SHALL OBTAIN AND SUBMIT APPLICABLE ENVIRONMENTAL CLEARANCE DOCUMENT TO THE ENGINEERING DEPARTMENT.THIS APPROVAL SHALL LATER THAN 5:00 PM,MONDAY THROUGH FRIDAV. CLASSIFIED ASASECONDARV HIGHWAY. SPECIFY THAT THE PROJECT IS IN COMPLIANCE WITH ANY AND ALL REQUIRED ENVIRONMENTAL MITIGATION TRIGGERED BY THE PROPOSED GRADING ACTIVITY. SATURDAYS AND MAY COMMENCE NO EARLIER THAN 800 AM AND SHALL CEASE NO LATER THAN 4:00 P.M.CONSTRUCTION ACTIVITY SHALL NOT TAKE PLACE ON SUNDAY,OR ANY LEGAL HOLIDAYS, 33.ONSITE WATER AND SEWER PLANS.ONSITE WATER AND SEWER PLANS,SUBMITTED SEPARATELY FROM THE BUILDING PLANS,SHALL BE IMPROVEMENTS INCLUDE,BUT ARE NOT LIMITED TO ROAD PAVEMENT WIDENING,CURB,GUTTER,SIDEWALK,SIGNING AND STRIPING,STREET LIGHTING SUBMITTED TO BUILDING AND SAFETY FOR REVIEW AND APPROVAL. (LS-2B SYSTEM),AND DRIVEWAY. PRIOR TO BUILDING PERMIT 11.NO INDIVIDUAL SIGNS ARE APPROVED AS PART OF THIS APPROVAL.THE APPLICANT OR DESIGNEE SHALL APPLY FOR A SIGN PERMIT,PAY APPLICANT SHALL BE RESPONSIBLE TO RELOCATE THE CULVERT HEADWALL AND OVERHEAD POWER POLES(AS APPROVED BY THE UTILITY PROVIDER) APPROPRIATE FEES AND RECEIVE APPROVAL FROM THE COMMUNITY DEVELOPMENT DEPARTMENT FOR ANY SIGN(S)INSTALLED AT THE 34.DEMOLITION PERMITS.A DEMOLITION PERMIT SHALL BE OBTAINED IF THERE IS AN EXISTING STRUCTURE TO BE REMOVED AS PART OF THE FOR THE CONSTRUCTION OF THE ULTIMATE ROAD WIDENING. 98.PROVIDE SOILS,GEOLOGY AND SEISMIC REPORT,INCLUDING RECOMMENDATIONS FOR PARAMETERS FOR SEISMIC DESIGN OF BUILDINGS,AND WALLS PRIOR TO PROJECT SITE. PROJECT.ASBESTOS REPORT AND LEAD BASE PAINT REPORTS ARE REQUIRED BEFORE DEMO PERMIT WILL BE ISSUED. 66.PROJECT WILL BE RESPONSIBLE TO DESIGN AND INSTALL STREETLIGHTS ALONG THE PROPERTY'S FRONTAGE.STREETLIGHT SYSTEM SHALL BE BUILDING PERMIT. DESIGNED AS LS-2B SYSTEM.STREETLIGHT PLANS SHALL INCLUDE DETAILS SUCH AS LOCATION,POLE AND LUMINAIRE TYPE,AND PULL BOX DESIGN. N.ALL STREET IMPROVEMENT PLANS SHALL BE COMPLETED AND APPROVED BY THE CITY ENGINEER. STREETLIGHT PLANS SHALL BE INCLUDED AS PART OF THE STREET IMPROVEMENT PLANS. 100.ALL REQUIRED PUBLIC RIGHT-OF-WAY DEDICATIONS AND EASEMENTS SHALL BE PREPARED BY THE DEVELOPER OR HIS AGENT AND SHALL BE SUBMITTED TO 12.GRAFFITI SHALL BE REMOVED WITHIN 24 HOURS. PRIOR TO ISSUANCE OF BUILDING PERMIT(S) 67.$IGIFT DISTANCE INTO AND OUT AND THROUGHOUT THE PROJECT LOCATION SHALL COMPLY WITH CITY OR CALTRANS STANDARDS.PROJECT SHALL THE ENGINEERING DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO ISSUANCE OF THE BUILDING PERMIT. 13.ALL MATERIALS AND COLORS DEPICTED ON THE APPROVED PLANS SHALL BE USED.IF THE APPLICANT WISHES TO MODIFY ANY OF THE ENSURE FACILITIES,IF ANY,ARE INSTALLED IN THE LINE OF SIGHT OF DRIVERS. 101.APPLICANT SHALL PAY ALL CAPITAL IMPROVEMENT,TIF,AND MASTER DRAINAGE FEES AND ANY OUTSTANDING PLAN CHECK FEES(LEMC 16.34). APPROVED MATERIALS OR COLORS DEPICTED ON THE PLANS,THE APPLICANT SHALL SUBMIT A PROPOSAL SETTING FORTH THE 35.PLANS REWIRE STAMP OF REGISTERED PROFESSIONAL.APPLICANT SHALL PROVIDE APPROPRIATE STAMP OF A REGISTERED PROFESSIONAL 68.APPLICANT SHALL INSTALL PERMANENT BENCH MARKS PER CITY OF LAKE ELSINORE STANDARDS AND AT LOCATIONS TO BE DETERMINED BY THE CITY MODIFICATIONS FOR REVIEW BY THE COMMUNITY DEVELOPMENT DIRECTOR OR HIS DESIGNEE WITH ORIGINAL SIGNATURE ON THE PLANS.PROVIDE C.D.OF APPROVED PLANS TO THE BUILDING DIVISION. ENGINEER. 6SIF EXISTING IMPROVEMENTS ARE TO BE MODIFIED,THE EXISTING IMPROVEMENT PLANS ON FILE SHALL BE REVISED ACCORDINGLY AND APPROVED BY PRIOR TO OCCUPANCY I FINAL APPROVAL 14.THE ENTIRE SITE SHALL BE KEPT FREE FROM TRASH AND DEBRIS AT ALL TIMES AND IN NO EVENT SHALL TRASH AND DEBRIS REMAIN FOR PRIOR TO BEGINNING OF CONSTRUCTION THE CITY ENGINEER PRIOR TO ISSUANCE OF A BUILDING PERMIT. MORE THAN 24 HOURS. 102.ALL PUBLIC IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED PLANS OR AS CONDITION OF THIS DEVELOPMENT TO THE SATISFACTION OF THE CITY ENGINEER PRIOR TO ISSUANCE OF FIRST OCCUPANCY. l&IF ANY OF THE CONDITIONS OF APPROVAL SET FORTH HEREIN FAIL TO OCCUR,OR IF THEY ARE,BY THEIR TERMS,TO BE IMPLEMENTED AND 103.PROOF OF ACCEPTANCE OF MAINTENANCE RESPONSIBILITY OF SLOPES,OPEN SPACES,LANDSCAPE AREAS,AND DRAINAGE FACILITIES SHALL BE PROVIDED. MAINTAINED OVER TIME IF ANY OF SUCH CONDITIONS FAIL TO BE SO IMPLEMENTED AND MAINTAINED ACCORDING TO THEIR TERMS THE CITY PRE-CONSTRUCTION MEETING.A PRE-CONSTRUCTION MEETING 15 REQUIRED WITH THE BUILDING INSPECTOR PRIOR TO THE START OF THE ]O.A CALIFORNIA REGISTERED CIVIL ENGINEER SHALL PREPARE STREET IMPROVEMENT PLANS AS REWIRED FOR THIS PROJECT.ALL IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED TO CITY STANDARDS AND CODES(LEMC 12.04 AND 16.34).ANY DEVIATION FROM CITY STANDARDS SHALL BE 104.IN THE EVENT OF DAMAGE CITY ROADS FROM HAULING OR OTHER CONSTRUCTION RELATED ACTIVITY,APPLICANT SHALL PAY FULL COST OF RESTORING SHALL HAVE THE RIGHT TO REVOKE OR MODIFY ALL APPROVALS HEREIN GRANTED,DENY OR FURTHER CONDITION ISSUANCE OF ALL FUTURE BUILDING CONSTRUCTION. APPROVED BY THE CITY ENGINEER. PUBLIC ROADS TO THE BASELINE CONDITION. BUILDING PERMITS,DENY REVOKE,OR FURTHER CONDITION ALL CERTIFICATES OF OCCUPANCY ISSUED UNDER THE AUTHORITY OF APPROVALS HEREIN GRANTED;RECORD N NOTICE OF VIOLATION E THE PROPERTY TITLE;INSTITUTE AND PROSECUTE LITIGATION TO ENGINEERING DIVISION ]1.R10FYEAGHT-R STORM RUNOFF SHALL BE CONTAINED WITHIN THE CURB AND THE FACILITIES STORM RUNOFF SHALL BE CONTAINED WITHIN THE STREET 105.FINAL SOILS REPORT SHOWING COMPLIANCE WITH RECOMMENDATIONS,COMPACTION REPORTS,GRADE CERTIFICATIONS,MONUMENT CERTIFICATION(WITH TIE COMPEL THEIR COMPLIANCE WITH SAID CONDITIONS OR SEEK DAMAGES FOR THEIR VIOLATION. RIGHT-OF-WAY.WHEN EITHER OF THESE CRITERIA ARE EXCEEDED,DRAINAGE FACILITIES SHALL BE PROVIDED. NOTES DELINEATED ON 8%X 11"MYLAR)SHALL BE SUBMITTED IN.TIF FORMAT ON A USE FLASH DRIVE OR ELECTRONICALLY TO THE ENGINEERING DEPARTMENT ]2.ALL DRAINAGE FACILITIES IN THIS PROJECT SHALL BE CONSTRUCTED TO RIVERSIDE COUNTY FLOOD CONTROL DISTRICT STANDARDS.STORM DRAIN BEFORE FINAL INSPECTION WILL BE SCHEDULED. PRIOR TO ISSUANCE OF GRADING PERMITSBUILDING PERMITS GENERAL EASEMENTS WILL BE REQUIRED FOR FACILITIES CONSTRUCTED ON PRIVATE PROPERTY. 106.ALL REQUIRED PUBLIC RIGHT-OF-WAY DEDICATIONS,EASEMENTS,VACATIONS AND EASEMENT AGREEMENT($)SHALL BE RECORDED WITH A RECORDED COPY ]3.A DRAINAGE STUDY SHALL BE PROVIDED.THE STUDY SHALL IDENTIFY THE FOLLOWING:IDENTIFY STORM WATER RUNOFF FROM AND UPSTREAM OF THE PROVIDED TO THE CITY PRIOR TO FIRST OCCUPANCY. 16.PRIOR TO ISSUANCE OF A BUILDING PERMIT,THE APPLICANT SHALL PAY DEVELOPMENT IMPACT FEES(DIF)AND MSHCP FEES PER LEMC 37.ALL NEW SUBMITTALS FOR PLAN CHECK OR PERMIT SHALL BE MADE USING THE CITY'S ONLINE CITIZEN SERVICE PORTAL(CSSP). SITE;SHOW EXISTING AND PROPOSED OFF-SITE AND ONSITE DRAINAGE FACILITIES;AND INCLUDE A CAPACITY ANALYSIS VERIFYING THE ADEQUACY OF 107.APPLICANT SHALL PAY ALL OUTSTANDING APPLICABLE PROCESSING AND DEVELOPMENT FEES PRIOR TO OCCUPANCY AND/OR FINAL APPROVAL. SECTION 16.85,AT THE RATE IN EFFECT AT THE TIME OF PAYMENT. THE FACILITIES.THE DRAINAGE SYSTEM SHALL BE DESIGNED TO ENSURE THAT RUNOFF FROM A 10-YEAR STORM OF 6 HOURS AND 24 HOURS DURATION 108.APPLICANT SHALL SUBMIT DOCUMENTATION PURSUANT TO CITY'S SECURITY RELEASE HANDOUT. 38.ALL PLANS(STREET,STORM DRAIN,IMPROVEMENT,GRADING)SHALL BE PREPARED BY A REGISTERED CIVIL ENGINEER USING THE CITY'S UNDER DEVELOPED CONDITION IS EQUAL OR LESS THAN THE RUNOFF UNDER EXISTING CONDITIONS OF THE SAME STORM FREQUENCY.BOTH&HOUR 109.APPLICANT SHALL SUBMIT AS-BUILT ALL ENGINEERING DEPARTMENT APPROVED PROJECT PLAN SETS.AFTER CITY APPROVAL OF PAPER COPY,THE 17.THE PROJECT SHALL MEET ALL REQUIREMENTS OF THE ELSINORE VALLEY MUNICIPAL WATER DISTRICT EVMWD.THE APPLICANT SHALL STANDARD TITLE BLOCK. AND 24-HOUR STORM DURATION SHALL BE ANALYZED TO DETERMINE THE DETENTION. ( ) ]4.ALL NATURAL DRAINAGE TRAVERSING THE SITE SHALL BE CONVEYED THROUGH THE SITE,OR SHALL BE COLLECTED AND CONVEYED BY A METHOD DEVELOPTHE CITY IS RESPONSIBLE FOR REVISING THE ORIGINAL MVLAR PLANS.ONCE THE ORIGINAL MYLARS HAVE BEEN APPROVED,THE DEVELOPER SHALL SUBMIT WATER AND SEWER PLANS TO THE EVMWO AND SHALL INCORPORATE ALL DISTRICT CONDITIONS AND STANDARDS. 39.ALL REQUIRED SOILS,GEOLOGY,HYDROLOGY AND HYDRAULIC AND SEISMIC REPORTS SHALL BE PREPARED BY A REGISTERED CIVIL PROVIDET S CITY PROVIDE AUTALCOPY OFTHE°APEFILES OF ALL TIE EETANAT. ENGINEER. APPROVED BY THE CITY ENGINEER.ALL OFF-SITE DRAINAGE,IF DIFFERENT FROM HISTORIC FLOW,SHALL BE CONVEYED TO A PUBLIC FACILITY. 110.APPLICANT SHALL PROVIDE AUTOCAD AND CIS SHAPE FILES OF ALL STREET AND STORM DRAIN PLANS.ALL DATA MUST BE IN PROJECTED COORDINATE SYSTEM: 18.THE PROPERTY ADDRESS(IN NUMERALS AT LEAST SIX INCHES HIGH)SHALL BE DISPLAYED NEAR THE ENTRANCE AND BE EASILY VISIBLE 40.ALL SLOPES AND LANDSCAPING WITHIN THE PUBLIC RIGHT-0E-WAY SHALL BE MAINTAINED BY THE PROPERTY OWNER,OWNER'S 75.ROOF DRAINS SHALL NOT BE ALLOWED TO OUTLET DIRECTLY THROUGH CORING IN THE STREET CURB.ROOFS SHOULD DRAIN TO ALANDSCAPEDAREA NAD 83 STATE PLANE CALIFORNIA ZONE VI U.S.FLEET.ALL PARTS AND ELEMENTS OF THE DESIGNED SYSTEM SHALL BE REPRESENTED DISCRETELY.INCLUDEIN FROM THE FRONT OF THE SUBJECT PROPERTY AND PUBLIC RIGHT-OF-WAY. ASSOCIATION,FIRMS CONTRACTED BY THE PROPERTY OWNER'S ASSOCIATION,OR ANOTHER MAINTENANCE ENTITY APPROVED BY THE CITY 76.THESITE SHALL BE PLANNED AND DEVELOPED TO KEEP SURFACE WATER FROM ENTERING BUILDINGS(CALIFORNIA GREEN BUILDING STANDARDS CODE THE ATTRIBUTE TABLE BASIC DATA FOR EACH FEATURE,SUCH AS DIAMETER AND LENGTH,AS APPLICABLE,AND FOR PIPES INCLUDE MATERIAL(PVC,RCP,ETC.) COUNCIL. 4.106.3). AND SLOPE. 19.PRIOR TO ISSUANCE OF A BUILDING PERMIT,ONE(1)SET OF THE FINAL LANDSCAPING/IRRIGATION DETAIL PLANS ALONG WITH A DIGITAL 41.ALL OPEN SPACE AND SLOPES OUTSIDE THE PUBLIC RIGHT-OF-WAY SHALL BE OWNED AND MAINTAINED BY THE PROPERTY OWNER. T/.ALL EXISTING STORM DRAIN INLET FACILITIES ADJACENT TO THE SUBJECT PROPERTIES SHALL BE RETROFITTED WITH A STORM DRAIN FILTER;ALL NEW COPY(I.E.POP FORMAT)SHALL BE SUBMITTED TO THE COMMUNITY DEVELOPMENT DEPARTMENT WITH APPROPRIATE FEES,FOR REVIEW AND 42.IN ACCORDANCE WITH THE CITYS FRANCHISE AGREEMENT FOR WASTE DISPOSAL 8 RECYCLING,THE APPLICANT SHALL BE REQUIRED TO STORM DRAIN INLET FACILITIES CONSTRUCTED BY THIS PROJECT SHALL INCLUDE A STORM DRAIN FILTER. CITY OF LAKE ELSINORE FIRE MARSHAL APPROVAL BY THE COMMUNITY DEVELOPMENT DIRECTOR OR DESIGNEE. CONTRACT WITH CRBR,INC.FOR REMOVAL AND DISPOSAL OF ALL WASTE MATERIAL,DEBRIS,VEGETATION AND OTHER RUBBISH GENERATED _ BOTH DURING CLEANING,DEMOLITION,CLEAR AND GRUBBING OR ALL OTHER PHASES OF CONSTRUCTION AND DURING OCCUPANCY. PERMIT/CONSTRUCTION A.ALL PLANTING AREAS SHALL HAVE PERMANENT AND AUTOMATIC SPRINKLER SYSTEM WITH 50%PLANT COVERAGE USING A DRIP IRRIGATION 43.ALL REQUIRED PUBLIC RIGHT-OF-WAY DEDICATIONS AND EASEMENTS SHALL BE PREPARED BY THE APPLICANT AND SHALL BE SUBMITTED TO Ill.THE APPLICANT/OPERATOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE RIVERSIDE COUNTY FIRE DEPARTMENT LAKE ELSINORE OFFICE OF THE FIRE NG MARSHAL.QUESTIONS SHOULD BE DIRECTED TO THE RIVERSIDE COUNTY FIRE DEPARTMENT,LAKE ELSINORE OFFICE OF THE FIRE MARSHAL AT 130 S.MAIN ST., - METHOD. THE GRADING THAT AFFECTS"WATERS REVIEW OFTHE U APPROVAL. LAKE ELSINORE,CA 92530.PHONE:(951)6]1-3124 EXT.225. B.ALL PLANTING AREAS SHALL BE SEPARATED FROM PAVED AREAS WITH A SIX INCH(8')HIGH AND SIX INCH(8')WIDE CONCRETE CURB.RUNOFF dd.AN0 GRADING THAT AFFECTS"WATERS TI THE UNITED STATES',WETLANDS OR JURISDICTIONAL STREAMBEDS,SHALL REQUIRE APPROVAL ]B.AN ENCROACHMENT PERMIT SHALL BE OBTAINED PRIOR TO ANY WORK ON CITY RIGHT-OF-WAY.THE DEVELOPER SHALL SUBMIT THE PERMIT SHALL BE ALLOWED FROM PAVED AREAS INTO LANDSCAPE AREAS. AND NECESSARY PERMITS FROM RESPECTIVE FEDERAL ANDIOR STATE AGENCIES. APPLICATION,REQUIRED FEES,AND EXECUTED AGREEMENTS,SECURITY AND OTHER REQUIRED DOCUMENTATION PRIOR TO ISSUANCE. C.PLANTING WITHIN FIFTEEN FEET(15')OF INGRESS/EGRESS POINTS SHALL BE NO HIGHER THAN TWENTY-FOUR INCHES(24"). 45.APPLICANT SHALL SUBMIT A DETAILED HYDROLOGY AND HYDRAULIC STUDY FOR REVIEW FOR THE SUFFICIENT CONTAINMENT AND MALL COMPACTION REPORTS,GRADE CERTIFICATION,MONUMENT CERTIFICATION(WITH TIE NOTES DELINEATED ON 8 Y'X 11-MYLAR)SHALL BE DEPARTMENT OF ADMINISTRATIVE SERVICES O.LANDSCAPE PLANTERS SHALL BE PLANTED WITH AN APPROPRIATE PARKING LOT SHADE TREE PURSUANT TO THE LEMC AND LANDSCAPE CONVEYANCE OF THE STORM WATER TO A SAFE AND ADEQUATE POINT AS APPROVED BY THE CITY ENGINEER. SUBMITTED TO THE ENGINEERING DEPARTMENT BEFORE FINAL INSPECTION OF PUBLIC WORKS IMPROVEMENTS WILL BE SCHEDULED AND APPROVED. ANNEX INTO THE CITY OF LAKE ELSINORE COMMUNITY FACILITIES DISTRICT NO.2015-2 iMMNTENANCE SERWCESI DESIGN GUIDELINES. 46.THE SITE WILL ACCOMMODATE ALL CONSTRUCTION ACTIVITY,BUILDING ACTIVITY,VEHICLES,ETC.NO STAGING ON PUBLIC STREETS,OR E.NO REQUIRED TREE PLANTING BED SHALL BE LESS THAN 5 FEET WIDE. PRIVATE PROPERTY BELONGING TO OTHERS SHALL BE CONDUCTED WITHOUT THE WRITTEN PERMISSION OF THE PROPERTY OWNER. ACCEPTANCE OF IMPROVEMENTS F.ROOT BARRIERS SHALL BE INSTALLED FOR ALL TREES PLANTED WITHIN 10 FEET OF HARDSCAPE AREAS TO INCLUDE SIDEWALKS. 41 MINIMUM GOOD HOUSEKEEPING AND EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES(BMPS)AS IDENTIFIED BY THE CITY 112.PRIOR TO ISSUANCE OF A BUILDING PERMIT,THE APPLICANT SHALL ANNEX INTO THE COMMUNITY FACILITIES DISTRICT NO.2015-2(MAINTENANCE SERVICES)OR O ANY TRANSFORMERS AND MECHANICAL OR ELECTRICAL EQUIPMENT SHALL BE INDICATED ON LANDSCAPE PLAN AND SCREENED AS PART OF SHALL BE IMPLEMENTED. BOAS-BUILT PLANS SHALL BE COMPLETED AND SIGNED BY THE CITY ENGINEER. CURRENT COMMUNITY FACILITIES DISTRICT IN PLACE AT THE TIME OF ANNEXATION TO FUND THE ON-GOING OPERATION AND MAINTENANCE OF THE PUBLIC THE LANDSCAPING PLAN. RIGHT-OF-WAY LANDSCAPED AREAS AND NEIGHBORHOOD PARKS TO BE MAINTAINED BY THE CITY AND FOR STREET LIGHTS IN THE PUBLIC RIGHT-OF-WAY FOR � H.THE LANDSCAPE PLAN SHALL PROVIDE FOR GROUND COVER,SHRUBS,AND TREES AND MEET ALL REQUIREMENTS OF THE CITY'S ADOPTED FEES WHICH THE CITY WILL PAY FOR ELECTRICITY AND A MAINTENANCE FEE TO SOUTHERN CALIFORNIA EDISON,INCLUDING PARKWAYS,STREET MAINTENANCE,OPEN LANDSCAPE GUIDELINES. PRIOR TO GRADING PERMIT SPACE AND PUBLIC STORM DRAINS CONSTRUCTED WITHIN THE DEVELOPMENT AND FEDERAL NPDES REQUIREMENTS TO OFFSET THE ANNUAL NEGATIVE FISCAL I.ALL LANDSCAPING AND IRRIGATION SHALL BE INSTALLED WITHIN AFFECTED PORTION OF ANV PHASE AT THE TIME A CERTIFICATE OF IMPACTS OF THE PROJECT.ALTERNATIVELY,THE APPLICANT MAY PROPOSE ALTERNATIVE FINANCING MECHANISMS TO FUND THE ANNUAL NEGATIVE FISCAL DESIGN IMPACTS OF THE PROJECT WITH RESPECT TO MAINTENANCE SERVICES.APPLICANT SHALL MAKE A NON-REFUNDABLE DEPOSIT OF$15,000 OR AT THE CURRENT n OCCUPANCY IS REQUESTED FOR ANY BUILDING. 48.CHECKANT SHALL PAY ALL APPLICABLE PERMIT APPLICATION AND ENGINEERING ASSESSED FEEL INCLUDING WITHOUT LIMITATION PLAN W CHECK AND GONSTRUGTION INSPECTION FEES,AT THE PREVALENT RATE AT TIME OF PAYMENT IN FULL. RATE IN PLACE AT THE TIME OF ANNEXATION TOWARD THE COST OF ANNEXATION,FORMATION OR OTHER MITIGATION PROCESS,AS APPLICABLE. o J.FINAL LANDSCAPE PLAN MUST BE CONSISTENT WITH APPROVED SITE PLAN. 4SAPPLICANT SHALL PAY ALL APPLICABLE MITIGATION AND DEVELOPMENT IMPACT FEES AT THE PREVALENT RATE AT TIME OF PAYMENT IN FULL. af K.FINAL LANDSCAPE PLANS TO INCLUDE PLANTING AND IRRIGATION DETAILS. FEES ARE SUBJECT TO CHANGE.ENGINEERING ASSESSED MITIGATION AND DEVELOPMENT IMPACT FEES INCLUDE WITHOUT LIMITATION: 81 A GRADING PLAN SIGNED AND STAMPED BY A CALIFORNIA REGISTERED CIVIL ENGINEER SHALL BE SUBMITTED FOR CITY REVIEW AND APPROVAL FOR ALL L FINAL LANDSCAPE PLANS SHALL INCLUDE DROUGHT TOLERANT PLANTING CONSISTENT WITH ELSINORE VALLEY MUNICIPAL WATER DISTRICT MASTER PLAN OF DRAINAGE FEE-DUE PRIOR TO GRADING PERMIT ISSUANCE ADDITION AND/OR MOVEMENT OF SOIL(GRADING)ON SITE.THE PLAN SHALL INCLUDE SEPARATE SHEETS FOR EROSION CONTROL,HAUL ROUTE AND STANDARDS SUBJECT TO PLAN CHECK AND APPROVAL BY THE CITY'S LANDSCAPE PLAN CHECK CONSULTANT. TRAFFIC INFRASTRUCTURE FEE(TIF)-DUE PRIOR TO BUILDING PERMIT ISSUANCE I HEREBY STATE THAT I ACKNOWLEDGE RECEIPT OF THE APPROVED CONDITIONS OF APPROVAL FOR THE ABOVE NAMED PROJECT AND DO HEREBY AGREE TO M.NO TURF SHALL BE PERMITTED. TRAFFIC CONTROL.THE GRADING SUBMITTAL SHALL INCLUDE ALL SUPPORTING DOCUMENTATION AND BE PREPARED USING CITY STANDARD TITLE ACCEPT AND ABIDE BY ALL CONDITIONS OF APPROVAL AS APPROVED BY THE PLANNING COMMISSION OF THE CITY OF LAKE ELSINORE ON JULY 19,2022.1 ALSO TRANSPORTATION UNIFORM MITIGATION FEE(FUME)-DUE PRIOR TO OCCUPANCY BLOCK,STANDARD DRAWINGS AND DESIGN MANUAL. ACKNOWLEDGE THAT ALL CONDITIONS SHALL BE MET AS INDICATED. STEPHENS'KANGAROO RAT HABITAT FEE(K-RAT)-DUE PRIOR TO GRADING PERMIT ISSUANCE 82.ALL GRADING PLAN CONTOURS SHALL EXTEND TO MINIMUM OF 50 FEET BEYOND PROPERTY LINES TO INDICATE EXISTING DRAINAGE PATTERN. 20.LANDSCAPING INSTALLED FOR THE PROJECT SHALL BE CONTINUOUSLY MAINTAINED TO THE REASONABLE SATISFACTION OF THE COMMUNITY DEVELOPMENT DIRECTOR.IF IT IS DETERMINED THAT THE LANDSCAPING IS NOT BEING MAINTAINED,THE DIRECTOR OF 83.THE GRADING PLAN SHALL SHOW THAT NO STRUCTURES,LANDSCAPING,OR EQUIPMENT ARE LOCATED NEAR THE PROJECT ENTRANCES THAT COULD COMMUNITY DEVELOPMENT SHALL HAVE THE AUTHORITY TO REQUIRE THE PROPERTY OWNER TO BRING THE LANDSCAPING INTO STORM WATER MANAGEMENT/POLLUTION PREVENTION/NPDES REDUCE SIGHT DISTANCE. PATE: CONFORMANCE WITH THE APPROVED LANDSCAPE PLAN.THE CONTINUED MAINTENANCE OF ALL LANDSCAPED AREAS SHALL BE THE DESIGN 84.IF THE GRADING PLAN IDENTIFIES ALTERATIONS IN THE EXISTING DRAINAGE PATTERNS AS THEY EXIT THE SITE,A HYDROLOGY AND HYDRAULIC REPORT RESPONSIBILITY OF THE DEVELOPER OR ANY SUCCESSORS IN INTEREST. FOR REVIEW AND APPROVAL BY CITY ENGINEER SHALL BE REQUIRED PRIOR TO ISSUANCE OF GRADING PERMITS.ALL GRADING THAT MODIFIES THE APPLICANT'S SIGNATURE: 50.THE PROJECT IS RESPONSIBLE FOR COMPLYING WITH THE SANTA ANA REGION NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM EXISTING FLOW PATTERNS AND/OR TOPOGRAPHY SHALL BE IN COMPLIANCE WITH FEDERAL,STATE AND LOCAL LAW AND BE APPROVED BY THE CITY 21.THE PROPOSED LOCATION OF OWSITE CONSTRUCTION TRAILERS SHALL BE APPROVED BY THE COMMUNITY DEVELOPMENT DIRECTOR OR ENGINEER. (NPDES)PERMITS AS WARRANTED BASED ON THE NATURE OF DEVELOPMENT AND/OR ACTIVITY. PRINT NAME: DESIGNEE. I CASH BOND OF BE RE SHALL BE REQUIRED FOR ANY CONSTRUCTION TRAILERS PLACED SITE THE SITE AND USED DURING 51.PARKING LOT LANDSCAPING AREAS SHALL BE DESIGNED TO PROVIDE FOR TREATMENT,RETENTION OR INFILTRATION OF RUNOFF. BS.A SEISMIC STUDY SHALL TI PERFORMED ON THE SITE TO IDENTIFY ANY HIDDEN EARTHQUAKE FAULTS,LIQUEFACTION AND/ORSUBMITTED SUBSIDENCE ZONES CONSTRUCTION.BONDS WILL BE RELEASED AFTER REMOVAL OF TRAILERS AND RESTORATION OF THE SITE TO AN ACCEPTABLE STATE, PRESENT ON-SITE.A CERTIFIED LETTER FROM A REGISTERED GEOLOGIST OR GEOTECHNICAL ENGINEER SHALL BE SUBMITTED CONFIRMING THE ADDRESS: SUBJECT TO APPROVAL OF THE COMMUNITY DEVELOPMENT DIRECTOR OR DESIGNEE.SUCH TRAILER(S)SHALL BE FULLY ON PRIVATE 52.PROJECT HARDSCAPE AREAS SHALL BE DESIGNED AND CONSTRUCTED TO PROVIDE FOR DRAINAGE INTO ADJACENT LANDSCAPE. ABSENCE OF THIS HAZARD PRIOR TO GRADING PERMIT.THE LOCATION OF FAULTS,ACTIVE OR INACTIVE SHALL BE SHOWN ON THE PLAN SETS . PROPERTY AND OUTSIDE THE PUBLIC RIGHT OF WAY. SS PROJECT TRASH ENCLOSURE SHALL BE COVERED,BERMED,AND DESIGNED TO DIVERT DRAINAGE FROM ADJOINING PAVED AREAS AND 86.APPLICANT SHALL OBTAIN ALL NECESSARY OFF-SITE EASEMENTS AND/OR PERMITS FOR OFF-SITE GRADING AND THE APPLICANT SHALL ACCEPT REGULARLY MAINTAINED, DRAINAGE FROM THE ADJACENT PROPERTY OWNERS. PHONE NUMBER: BUILDING DIVISION 54.IF CEQA IDENTIFIES RESOURCES REQUIRING CLEAN WATER ACT SECTION 401 PERMITTING,THE APPLICANT SHALL OBTAIN CERTIFICATION THROUGH THE SANTA ANA REGIONAL WATER QUALITY CONTROL BOARD AND PROVIDE A COPY TO THE ENGINEERING DEPARTME NT. O g]APPLICANT SHALL MITIGATE TO PREVENT ANV FLOODING AND/OR EROSION DOWNSTREAM CAUSED BY DEVELOPMENT OF THE SITE AND/OR DIVERSION F DRAINAGE. GENERAL CONDITIONS 55.ALL STORM DRAIN INLET FACILITIES SHALL BE APPROPRIATELY MARKED'ONLY RAIN IN THE STORM DRAIN"USING THE CITY AUTHORIZED 88 ALL NATURAL DRAINAGE TRAVERSING THE SITE(HISTORIC FLOW)SHALL BE CONVEYED THROUGH THE SITE IN A MANNER CONSISTENT WITH THE MARKER. HIS ORIC FLOW OR TO ONE OR A COMBINATION OF THE FOLLOWING:TO A PUBLIC FACILITY;ACCEPTED BY ADJACENT PROPERTY OWNERS BY A LETTER ELECTRICAL CONSULTANT: 56.THE PROJECT SITE SHALL IMPLEMENT FULL TRASH CAPTURE METHODSMEVICE$APPROVED BY THE REGION WATER QUALITY CONTROL OF DRAINAGE ACCEPTANCE;OR CONVEYED TO A DRAINAGE EASEMENT AS APPROVED BY THE CITY ENGINEER. 22.FINAL BUILDING AND SAFETY CONDITIONS.FINAL BUILDING AND SAFETY CONDITIONS WILL BE ADDRESSED WHEN BUILDING CONSTRUCTION BOARD. IF PLANS ARE SUBMITTED TO BUILDING AND SAFETY FOR REVIEW.THESE CONDITIONS WILL BE BASED ON OCCUPANCY,USE,THE CALIFORNIA OWNER: BUILDING CODE(CBC),AND RELATED CODES WHICH ARE ENFORCED AT THE TIME OF BUILDING PLAN SUBMITTAL. CONSTRUCTION PERMIT/CONSTRUCTION S u n G r l d 23.COMPLIANCE WITH CODE.ALL DESIGN COMPONENTS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE 2019 EDITION OF THE 89.APPLICANT SHALL EXECUTE AND SUBMIT GRADING AND EROSION CONTROL AGREEMENT,POST GRADING SECURITY AND PAY PERMIT FEES AS A Hone ell CALIFORNIA BUILDING,PLUMBING AND MECHANICAL CODES:2019 CALIFORNIA ELECTRICAL CODE;CALIFORNIA ADMINISTRATIVE CODE,2019 57.A STORM WATER POLLUTION PREVENTION PLAN(SWPPP)(AS REQUIRED BY THE NPOES GENERAL CONSTRUCTION PERMIT)AND COMPLIANCE CONDITION OF GRADING PERMIT ISSUANCE. ��Hecate Grid CALIFORNIA ENERGY CODES,2019 CALIFORNIA GREEN BUILDING STANDARDS,CALIFORNIA TITLE 26 DISABLED ACCESS REGULATIONS,AND WITH THE GREEN BUILDING CODE FOR SEDIMENT AND EROSION CONTROL ARE REQUIRED FOR THIS PROJECT. �� Better energy for tomorrow LAKE ELSINORE MUNICIPAL CODE. 58.PRIOR TO GRADING OR BUILDING PERMIT FOR CONSTRUCTION OR DEMOLITION AND/OR WEED ABATEMENT ACTIVITY,PROJECTS SUBJECT TO ROAD GRADING SHALL BE PERFORMED WITHOUT FIRST HAVING OBTAINED A GRADING PERMIT.A GRADING PERMIT DOES NOT INCLUDE THE CONSTRUCTION COVERAGE UNDER THE NPDES GENERAL CONSTRUCTION PERMIT SHALL DEMONSTRATE THAT COMPLIANCE WITH THE PER 4111111 MIT HAS BEEN OF RETAINING WALLS OR OTHER STRUCTURES FOR WHICH A BUILDING PERMIT IS REQUIRED. 24.GREEN MEASURES.THE APPLICATION SHALL PROVIDE 10%VOLUNTARY GREEN MEASURES ON THE PROJECT,AS STIPULATED BY THE 2019 OBTAINED BY PROVIDING A COPY OF THE NOTICE OF INTENT(NOS)SUBMITTED TO THE STATE WATER RESOURCES CONTROL BOARD AND A SUNGRID SOLUTIONS INC. HONEYWELL USA HECATE GRID LLC CALIFORNIA GREEN BUILDING STANDARDS. COPY OF THE NOTIFICATION OF THE ISSUANCE OF A WASTE DISCHARGE IDENTIFICATION(WDID)NUMBER OR OTHER PROOF OF FILING TO THE WWW.SUn ridsolutions.com www.honeywell.com www.hecateenergy.com SATISFACTION OF THE CITY ENGINEER.A COPY OF THE SWPPP SHALL BE KEPT AT THE PROJECT SITE,UPDATED,AND BE AVAILABLE FOR ENG-2023-00068 g LD LD REVIEW UPON REQUEST. Caml)rld a ON N1 5 3 Charlotte,NC 28202 Chicago,IL 60661 MARK REVISIONS APPR. DATE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR C2 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ITY AND STATE LAWS ITH THE PREPARED BY: pROFES$l0 CITY OF LAKE ELSINORE SHEET AND HAVE BEEN FOUND ACCEPTABLE ® c�Q``�PLLEN K"qr COVER II 2 '/- / I Stantec o m SHEET NUMBER: C v✓✓lY l �'-�}V 38TECHNOLOGY DRIVE,SUITE 100 USP-021549-ORTEGA-ESC-GEN-002 OF 8 3/20/2023 RVINE,CA 92618 No.59805 SCALE: BE MARK: SHEETS 11 9.123.6000 $tantec.com m 12i31L24 CIT ONGMEER CE No.83156 DATE ,rj9� Ma`\F�O�Q NTS ONEAIVISE L TTLEEE USHEEFR'S NOTE ORTEGA BESS PROJECT No. _ _ 22.5MW/85.96MWh BESS -- - DATE: 11/4/2022 LAKE ELSINORE,CALIFORNIA 185805133 CITY OF LAKE ELSINORE DALE N R.C.E.59808 (EXP.12/31/24) 23-047 ---- - D x 1318,6 0 \ \ - --------- vv j� E=6233517= _ - --_ __ -- --_-_ ---_ _- _ 157. 961 194158.9571 -- 1790 �� //' --- --$ - --- ----- --- -- ---- ---- --- --- —- 623 7126 P194156 3957 - - -� _ v R - — — — 6233720 7191 r - �o NEW LANDSCAPE AR -� ... ..�.._, — — — - -� ;PER LANDSCAPE . . ITE ACCE$S'ROAD PROJECT --� ---��\\ DRAWING (TXP) -_ . ITCH PER ELE TRICALWDRAWINGS '- , 1 2R N-2194134.2613 -yEH LE GPSE . . . E=6233674.4359 .. 52.1' >. N 21,94135 1.164 ` ! �-37.2' ?O• N N 62359-7.0956 -- GRAVEL � \„ N=2194123.6124 •,./ =�(op), - SCE PAD-MOUNTBD `I E=6233613.4348 UXILIARY iELE SWITCH GEAR PER � / ' \VVI�l \�✓ � GRAVEL EQUIPMENT AREA 99 - 1 -94--- 69 /oN�'1 ELECTRICAL DRAWINGS \ °I 6233658.5 foq� E SWITCH POLE PER E AP OLE X V. SCE METER RISER/ Yoq ELECTRICgLI DRAWINGS ELCT �AL�RA IN . . . . POLE PER ELECTRICAL DRAWINGS I / � f .�. gar-+/oar -t \ ?194097,0549 SCE RECLOSER POLE 78 PE �33851..10 2 ELECTRICAL DRAWINGS (TYP) NEW OVERHEAD MJ \ LINE PER ELECTRICAL DRAWING (TYP) GRAVEL 2194096.7726= _ GRAVEL RAW E=6233843.1621 ----- . . N 7 "�,' �`90• L '.A• N-2194034.5774 I \ BATTERY CONTAINER PER ELECTRICAL DRAWING (TYP) E=6233842.3804 - RATTER OONfAN4 98.8' E� IOAL r- �\I i \ \ ., \\•` \.`:`\ u,.'.AWING 2194019.1128 :.'.`. \ E 6233 57,82 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N=2194'343 8 1897,4 E=6233743 13 . REA -�- -LL- -LL- -LL-LL•�-'-�-' N=219 18.8358 NEW LANDSCAPE A PARCEL`;L ,vry5� E=6 3748.7222 PER LANDSCAPE .�. �'. ±LL--+LL- - •I _ _ _ _ — — — _ _ DRAWING (TYP) SITE LIGHTING SE o LANDSCAPE DRAWINGS, �. .y.:.LL'LL.LL'' _ 1' x N \ FOR DETAIL (TYP), \ —4 s LAN CNDSCAP AREA PER ,1 � 4,3 \ 'LANDSCAPE DRAWING _ _ _ — — — — — — — WING (TYP) - y0�.-LL f — — — — _ _ — . . . GRAPHIC SCALE 20 0 20 40 80 •X 1 9 / IN FEET y x1 1 inch 20 ft. `N2193959.3429 I LEGEND' \ ', I+ / i +\ ------642637 PROPERTY LINE 7 - . . x 1295,7 x 1296, n JOINIDAYLIGHT LINE \ — I 0 -2193934.2089 EASEMENT N E-623363 9 32 1295.0 PROPOSED CONTOUR LINE \ \\/--� `� EXISTING CONTOUR LINE `� ``�`� \ j x 12975 7 4 I I x /L 3 O,2\ NEW CMU WALL NEW FENCE vv ORS, _ REVIEWED FOR CODE COMPLIANCE SITE ACCESS ROAD \ \ �' 1 ,6 \ \\ O r�r� \\ EVETHE APR L LL LITY TO PREPARE PREFABRICATED BRIDGE/NEW CONCRETE PAVEMENT \ \ Nrs PER 0 12/ \ ___ I aaeNr cooesnno na c e s�nno Roo ancrice. ao RECORD 5 nn Pi X 1 1, j\ \\ 0 STEIN, P.E. H NEW LANDSCAPE AREA i RON STEIN, P. . �v WILLDAN ENG NEERING GRAVEL NEW GRAVEL SURFACE V °s� PROPERTY LINE NEW AC PAVEMENTEIGNATJRE o AUXILARY EQUIPMENT PER ELECTRICAL DRAWINGS BATTERY CONTAINER PER ELECTRICAL DRAWINGS / •^`. ,,//rr�KK��'' I / \ x 189 tNG'-2023-00068 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ITH THE MARK REVISIONS APPR. DATE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS PREPARED BY: QgpFE$Slp CITY OF LAKE ELSINORE SHEET AND HAVE BEEN FOUND ACCEPTABLE h�0 p,�LEN yqr BESS SITE PLAN 3 ® Sta ntec SHEET NUMBER m 8 38 TECHNOLOGY DRIVE,SUITE 100 No.59808 z USP-021549-ORTEGA-ESC-DWG-002 OF 3/20/2023 IRVINE,CA 92618 * E,n uiayza SCALE: BENCH MARK: SHEETS 949.923.6000 stantec.com s p 1^=20' PLEASE SEE SURVEYOR'S NOTE REMON HABIB,RCE No.83156 DATE l9lF�wL`�( � ON CIVIL TITLE SHEET. ORTEGA BESS PROJECT No. i CITY ENGINEER - — DATE: 22.5MW/85.96MWh BESS 185805133 �+ CITY OF LAKE ELSINORE DALE A.WATSON R.C.E.59808 (EXP.12�31�24) 11/4/2022 LAKE ELSINORE,CALIFORNIA 3 23-048 x 1318,E TRACT \ 96 96.E R ------- .71' ( 57. 4' (57.8 _ —_ — —�,458.1 (4 8---------------------------- . 2 2,�.-05 6� __ _____________-_- �__ _____ ______ __ _________- ____ -___ ______= _ — - - - - - �� � 2 1 _ 9: uv ed SE CHED NOT RD. EST N . BY ECORD PER R1. — P, 9 ,5 ' °fl- A x 1295,3 x 1296,5 PRIVATE PAR EL A 5� F STORM �%,I�6 x 12 O G EASEMENT, PARCEL 1 RESERVED 5 PER R1 �� 30985 x 1296, V PMvd 25/4-6 00 FN -7?\200-045 REVIE ED FOR CODE COMPLIANCE \ LOT A RREN.,00E\ a� oTM'o LE 11�T ER P 0' 2 P 3398 I µ 03/16/2023 Popso pgo RON STEIN, P.E. Ix 225 '� )VILLDAN ENG NEERING x 12957 1296,7 S O'yRM D S89°51'16"W 155.19' (155.00' 1) V' :A LEGEND: � A � �',��!E x 1297,4 �(F ,��� PROPERTYLINE ITE%Xi -V- AK EASEMENT ;\ S ARCHED NOT FD. EST E CHED, NOT FD. EXISTING CONTOUR LINE \\. ^ I� r 1 Y C ;,\ Y RECORD PER R1. 5' oN 0 94,3 �'�\ Co - - - - - - - - - - - - C N x I x GRAPHIC SCALE 1 _ 20 0 20 4a 8a ' x 1295,7 x 1296,7 P RCEL B N o �, SEARCHED, OT ET). EST N PRIVATE I 1 inch FE20)ft. �.,A Y PRORAT ON PER R1. PARCEL 2 DRAINA CBS w PM 30985 EASEM o, x 1297,5 "�' PMB 225/4-6 RESE \ I PN 377-200-046 PER I ' EASEMENT DESIGNATIONS ARE REFERENCED FROM ALTA/NSPS LAND TITLE SURVEY DATED FEBRUARY 8,2 EASEMENTS: SEAR E OD, EASEMENT(S)FOR THE PURPOSE(S)SHOWN BELOW AND RIGHTS INCIDENTAL THERETO,AS GRANTED IN 0 �EMTJ 1 6 �6'a A` \ Z B C 0 R GRANTED TO: STATE OF CALIFORNIA \ \ I RECORDING DATE:SEPTEMBER 16, 1982 \ RECORDING NO.: 160652,OFFICIAL RECORDS 129 \ \ AFFECTS:THE EAST 10 FEET OF SAID LAND X 4 EASEMENT(S)FOR THE PURPOSE(S)SHOWN BELOW AND RIGHTS INCIDENTAL THERETO,AS GRANTED IN A DOCUMENT: I GRANTED TO: SLOPE AND DRAINAGE RECORDING DATE:JANUARY 19, 1989 RECORDING NO.: 18271, OFFICIAL RECORDS S E NOT AFFECTS:AS DESCRIBED THEREIN -19 EASEMENT(S)FOR THE PURPOSE(S)SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS DELINEATED OR AS OFFERED FOR �; LOT B DEDICATION,ON THE MAP OF SAID TRACT/PLAT; i PURPOSE:PRIVATE DRAINAGE EASEMENT FOR CROSS PANEL DRAINAGE AND PRIVATE STORM DRAIN T AFFECTS:AS SHOWN ON SAID MAP RECORDING NO.:IN BOOK 225, PAGES 4-6 OF PARCEL MAPS �j r7 PURPOSE:STORM DRAIN ME 72514 6 x 129 - dd AFFECTS:A PORTION OF PARCEL 1 OF PARCEL MAP 30985 �/ \ J - ENG-2023-Q0THIES PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ,0 9 MARK REVISIONS APPR. DATE APPROPRI TE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS PREPARED BY: ITH THE QROFLsslo� CITY OF LAKE ELSINORE SHEET AND HAVE BEEN FOUND ACCEPTABLE ���P�LeN EXISTING CONDITION 4 Stantec o m SHEET NUMBER: } 38 TECHNOLOGY DRIVE,SUITE 100 USP-021549-ORTEGA-ESC-DWG-003 OF $ No.Sseoa z SCALE: 3/20/2023 VINE,CA 92618 * �o s 3 24 BENCH MARK: SHEETS 9.923.6000 stantec.com s Q 1"=20' PLEASE SEE SURVEYOR'S NOTE IV; R MON HABIB,RCE No.83156 DATE lq �� ORTEGA BESS PROJECT No. lF a E� ON CIVIL TITLE SHEET. CITY ENGINEER -- �N V� 22.5MWI85.96MWh BESS DATE: 11/4/2022 LAKE ELSINORE,CALIFORNIA 185805133 CITY OF LAKE ELSINORE DALE A ON R.C.E.59808 (EXP.12/31/24) 23-049 4.5"ASPHALT CONCRETE 9.AGGREGATE SURFACING COMPACTED TO 95% MODIFIED MAXIMUM DRY DENSITY (ASTM D1557) PER GEOTECHNICAL EXISTING FG PROPOSED FG REPORT. WIDTH AS SHOWN ON GRADING AND SITE PLAN EXISTING FG PROPOSED FG S"AGGREGATE BASE SHOULD CONFORM TO CLASS 2 AGGREGATE BASE IN ACCORDANCE TO CALTRANS STANDARD SPECIFICATIONS UPPER 12"OF SUBGRADE SOIL SHOULD BE SCARIFIED, UPPER 12" OF SUBGRADE SOIL SHOULD BE SCARIFIED, MOISTURE MOISTURE CONDITION TO SLIGHTLY ABOVE THE OPTIMUM CONDITION TO SLIGHTLY ABOVE THE OPTIMUM MOISTURE CONTENT, ACCESS ROAD DETAIL MOISTURE CONTENT,AND RECOMPACTED TO A DRY AND RECOMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE DENSITY OF AT LEAST 95% OF THE LABORATORY MAXIMUM. LABORATORY MAXIMUM. BASE MATERIAL SHOULD ALSO BE PREPARED PER RECOMMENDATIONS IN GEOTECHNICAL REPORT. NOT TO SCALE AC PAVEMENT SECTION DETAIL NOT TO SCALE REVIEWED FOR CODE COMPLIANCE T...P-' R"111-1 A'S.UIR"T1111 ED... 111AN11 IF RM'""-MEID E1111 SO—'y IR-Y NDICS -T ON -Al D.C.N FELE 1111"11N"R*1 RECORD IF 1"IM RNIONS-1110 IRIPIRI T.E,1S,_."'CATIO'S,_S .FT.SR RECORD CUFFENT CODES-APPLICABLE-DS OF PF-FICE, 03/16/2023 RON STEIN, P.E. WILLDAN ENGANEERING L SIG-URE ENG-2023-00068 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: MARK REVISIONS APPR. DATE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS CITY OF LAKE ELSINORE SHEET AND HAVE BEEN FOUND ACCEPTABLE �EN ROAD SECTION&CULVERT DETAIL 1 5 Stantec SHEET NUMBER: (3 % 8 38 TECHNOLOGY DRIVE,SUITE 100 NO.59808 5; USP-021549-ORTEGA-ESC-DWG-004 OF SCALE: 3/20/2023 E,CA 92618 BENCH MARK' SHEETS 6000 stantec.com E,.12L31,�24 L3-,�2-- INTS PLEASE SEE SURVEYOR'S NOTE REMON HABIB,RCE No.83156 DATE OF ON CIVIL TITLE SHEET. ORTEGA BESS PROJECT No. r�—E— 22'5MW/85.96MWh BESS 185805133 CITY ENGINEER 11/4/2022 CITY OF LAKE ELSINORE LAKE ELSINORE,CALIFORNIA 59808 (D(P.12/31/24) 23-050 V A SAP v v TR%C T ` \ 9 6.71 (9 6.6 R ------------------------------------- 6 `.4 5 7. 4' (5 7.8 ------------- ------- 1\9 _------------- — ______—_____________ _ __ _______________ __ _______ ___ __---- --- -- --- _ \ g ;(�322' -- - - --- - - - - - ---- - ----- �" ,\ ANDSCAPE AR -L PER'LANDSCAPE - \ \ r, DRAWING - .PE 1296. j . 1296.7 FS� . — — —— —4 a FD T 9 ,5 o`�o{y sLOPE b- �; 1 is4.48> �' / f Fs o G, O� 3:1 MAX SLOPE N .. FS EQUIPMENT �-VATE o AREA (TYP) .1R GRAVEL / STORM DRAIN GRAVEL 3 1�/ *PAD -.� PER PROJECT SWITCH 1 \ ASEMENT, _ �6 SC^ AD-MOUNTED SF6 ITC \n `. . SERVED *PAD ` ♦ N P L INGS _ E AP OLE .. � PER'E��ECTRI W _ S L �S R1 ��/ SCE METER RISER �7 ELECTICAL�RANfIN x 1296, V :`,SLOPEV'` 1297.7s 0 1°sX ./ N POLE PER ELECTRICAL /oq� V\ - DRAWINGS (TYP) FS 1 \`MAX ,. \ `J 1298.04 1 -'� P,E \`,`,`�` RR---� - SCE RECLOSER POLE PE FG �'I 2 GQp. *PAD ELECTRICAL DRAWINGS { �o.J 09U 4 IIx GRAVEL \ P of GRAVEL1297.61 BATTERY CONTAINER PER 4 FG �� St y _- -�_ ♦ h ELECTRICAL DRAWING (TYP) :GONT ER-PER-. ELEC ACD G(T1Pj. \ .-.` -.- . -.'.-.LL3.---- - .-.S ORM D �... -'. .59' Mh: .1 5..1 9'. (1.55.C.0. 1) \ A DL LLLL �� ps . . . . ��, - - � - ILIARY EQUIP NT LL + LEGEND: JII AREA TYp) /��I T NEW LANDSCAPE AREA PROPERTY LINE \ ,'+', LL e S ARCHED, NOT ED. ES PER LANDSCAPE L E CHED NOT ED, P1'R 1 _ Y RECORD PER R 1. DRAWING (TrP) 7 Y 0 JOINIDAVLIGHT LINE ^ -'- ` — — _ — —— EASEMENT \ \I E L�IL DRAWINGS SE 1295.0 PROPOSED CONTOUR LINE � \ \ -S,�Aj PE DRAWINGS�/ 1 5 EXISTING CONTOUR U E I/ FOR--DETAIL�TYP) \'--- ---- - - 4 NEW CMU WALL NEW FENCE \�. f4EW NDS E AREA PE — — — — — — — — — — — — — DSCAPE'DRAWING SITE ACCESS ROAD --LL- ---'�- I REVIEWED FOR CODE COMPLIANCE k �\ LL��LL. 1 VV' PREFABRICATED BRIDGE x \ .`p, f�',- GRADING DAYLIGHT_'Lo THIS AP—DOES NOT I - NEW CONCRETE PAVEMENT S O 6 '•C} LINE TYP / \ ( ) R Ms PEa \ \ URRENTCODESANDAPPLICABLE D—M—AND ANY w DAO ACTED CE NEW LANDSCAPE AREA x 1 y .� LL. - W _ I Rs03/16/2023`m"ao 1295.6 RON STEIN, P.E. GRAVEL NEW GRAVEL SURFACE FG d- WILLDAN ENG NEERING 8' CMU WALL, 111 95,7 0-) I X 1296,7P 296,7P RCE NEWACPAVEMENT GIL OM BLO GF CMU 'FG '\ 0 o EVE so' Fo [ AINAo� \, SEARCHED,T OT FD. EST N E \ �_ AUAIRY EQUIPMENT PER ELECTRICAL DRAWL `.\B Y P R O R A O N PER R 1. PARCEL 2 D R A I N A BATTERY CONTAINER PER ELECTRICAL DRAWINGS ` `\ \ o I P M 30985 X 1 J 7. R E S E M �20' y 4\ I I X /L 3 O:2'� -_ \ \ \ '�. V `� PMB 225/46 p EXISTING UNDERGROUND N PH 377-200-046 PER DRAINAGE CULVERT(CMP) r7 - CONSTRUCTION NOTES: \ \ \ 12 6 \o \ \ z SCE WOEE 22254755 1 CONSTRUCT ACCESS ROAD PER ROAD SECTION DETAIL A ON SHEET ESC-DWG-004 \ o DO \ \N I i 2 INSTALL PREFABRICATED CONCRETE CULVERT PER SEPARATE PLAN 3 INSTALL NEW 8'HIGH SECURITY FENCE PER LANDSCAPE DRAWING X 4 INSTALL NEW 8'HIGH CONCRETE CMU WALL PER LANDSCAPE DRAWING °s n i 1 5 INSTALL 24'WIDE SWING VEHICULAR GATE PER LANDSCAPE DRAWING \ C ! PROPERTY LINE 6 REMOVE AND DISPOSE OF EXISTING AC BERM S E NOT 7 CONSTRUCT AC PAVEMENT WITH 4.5"AC OVER 8"AB,SEE DETAIL B ON SHEET = _ I RAPHIC SCALE ESC-DWG-004 FOR PAVEMENT SECTION O T B �� 20 0 1\20 40 80 v ��� O \ o IN FEET *PAD ELEVATION NOTES: A 3O 985 � ( o- ,: PAD OF BATTERY STORAGE FOUNDATIONS OR TRANSFORMER FOUNDATIONS ELEVATION SHALL BE �� 1 ch = 20 ft. � SET 18"ABOVE THE HIGHEST FINISHED GRADE AROUND SAID FOUNDATION. FEMA FIRMETTE MAP \ \ \ MB 2514 6 V �`�`�`� X 129 7 �� �� 3: NO.06065C2037G INDICATED THAT THE AREA IS WITHIN THE FLOOD ZONE X. \ I I \d �\ ENO 3-0 ,8 THESE PLANS HAVE MARK REVISIONS APPR. DATE APPROPRIATE CONDgTIONS OFEEN IDEVELOPMEEWED FOR OMAPNIANOR WITH AND STATE LAWS PREPARED BY: pROFE$Slgy� CITY OF LAKE ELSINORE SHEET AND HAVE BEEN FOUND ACCEPTABLE �`' PLLEN tyq �. GRADING AND DRAINAGE PLAN ® Stantec o SHEET NUMBER: 6 ./'y 1'^ 38 TECHNOLOGY DRIVE,SUITE 100 No.59808 z A SCALE: USP-021549-ORTEGA-ESC-PLN-001 OF 8 /' 4901`� RVINE,CA 92618 BENCH MARK: SHEETS 3/20/2023 E,� 12/31/24 9,923.6000 stantec.com sl �Q 1"=20' PLEASE SEE SURVEYOR'S NOTE REMVN HABIB,RCE No.83156 DATE 9rF�""``�F ON CIVIL TITLE SHEET. ORTEGA BESS PROJECT No. i CITY ENGINEER -- DATE: 22.5MW/85.96MWh BESS 185805133 3 CITY OF LAKE ELSINORE DAL- R.C.E.59808 (IXP.12/31/24) 11/4/2022 LAKE ELSINORE,CALIFORNIA E A. SON 23-051 D x \ TRACT 9 6.71' (96.6 R 57 ---— - - -- -,,4 8. (4 S. 2 1a�9 - - ___ - -' 2>D 0:), N _ \ - - PROJECT MV SWITCH GEAR o 6� �� DRAWING PER ELECTRICAL DRAWINGS _�� ✓,', Ul^e 101 �OHE.E N. Y —_p T2� - —'-- ---- �� GEE, � LLLLLL x 9 ,5 a GRAVEL '... . ------------- N G� _ �: \:� . ❑�. 1 �� SCE PAD MOUNTED ❑❑ ❑o❑ PARCEL� . A rO" � - / �F6 SWITCH GEAR PER I \ \ N .�^�. UXILIARY r" �FLECTRICAL DRAWINGS GRAVEL EQUIPMENT AREA `�"�ro O � \ / CE SWITCH POLE 5 �` ±LL. \ - ❑o�DD .�O°1° ("�\\r� ELECTRICAL DRAWINGS R ELECTRICAL DRAWN 30 f� SCE METER RISER X 1296, PMB\�225';. POLE PER ELECTRICAL off r DRAWING (TYP) \ A '3 20a s TYP /°� —� 0 2 SCE RECLOSER POLE PERK �i ELECTRICAL DRAWINGS (TYP) NEW OVERHEAD MV LINE PER I , 2:�5 _ ELECTRICAL DRAWING (TYP) GRAVEL X GRAVEL y \\ Y — BATTERY CONTAINER PER 1 , ELECTRICAL DRAWING (TYP) \ s BATTE�booiEROSION CONTROL LEGEND: PER ENEW SANDBAG GRAVEL BAGPAWIN ) G VEL ETDSTABILIZED CONSTRUCTION ENTRANCE/E All TC-1 O I,^ D K NEW LANDSCAPE AR GENENRAL RUNOFF DIRECTION A D A -. 101 EA "� 1 _ � S ARCHED NOT ED. EST DRAWING PER (TYP) BARGEE NE �' E CH D, NOT FE. EROSION CONTROL NOTES: \ � sj y '.".' — _ Y RECORD PL-R R'. T 5' Y 00 INSTALL CONCRETE WASHOUT PER CASOA BMP WM-8,SEE DETAIIT. a�S' SITE LIGHTING, SE o B ON SHEET ESC-PLN-003 %LANDSCAPE DRAWINGS 4 101 INSTALL GRAVEL BAG BARRIER PER DETAIL A ON SHEET ESC-P -0 3 �� FOR DETAIL (TYP) ', `,` \, _ 0 CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE/EXIT PER CASQA BMP TC-1 U EW SQNDSC AREA PER •��� 4,3 DRAWING _ _ _ _ — — — — — — — — — — LANDSCAPE DRAWING (TYP) O� qLL 0 INSTALL CHECK DAM PER CASQA BMP SE-4 � �• � 01 �� — 04 DESIGNATED MATERIAL DELIVERY AND STORAGE AREA PER CASQA WM-1 05 DESIGNATED STOCKPILE MANAGEMENT AREA PER CASQA WM-3 _ c 0 DESIGNATED SOLID WASTE MANAGEMENT AREA PER CASQA WM-5 x 1 9 0 INSTALL TEMPORARY POTABLE SANITARY AND SEPTIC WASTE SYSTEM PER WM-9 N \� N a\, N oll x LEGEND: x 1295,7 I x 1296,7 P RCEL B PROPERTY LINE Wn JOIWDAYLIGHT LINE \ — \ .\\� SEARCHED, OT ED. EST N PRIVATE I J EASEMENT \'`\ P R O R N PER R 1\ E EASEM.,A Y ATO PAR 2 �7Rc�, 1295.0 PROPOSED CONTOUR LINE y-, \ w I PM 30155 x1297,J� EASEM ©2O' EXISTING CONTOUR LINE 7]{:( \ \\ 0 _6 P I�,I U )/ // R E S E NEW CMU WALL LY 1J IVI IJ PER I I N PN 3// 20,0 O 16 O O NEW FENCE \ \ �' ��"T' �I/ XI ING UNDERGROUND EAR—, En. � ) �\ \ 12 6 `-6 V DRAT E CULVERT(CMP) SITEACCESSRDAD SCE I POLE 22�55 5 0 PREFABRICATED BRIDGE NEW CONCRETE PAVEMENT `\ Ste\ \ \\ 311 REVIEWED FOR CODE COMPLIANCE _ NEW LANDSCAPE AREAISSUINIERIIIIMI `T;,Q,...r�EP �� '�. PROPERTY LINE ��0 GRAVEL NEW GRAVEL SURFACE uRRENr CODES AND Aa Cao ITAID DCEL v0 D \ �a j\ D�c03/16/2023 IV ''�� RAPHIC SCALE ' NEW AC PAVEMENT RON STEIN- �`\\ 20 0 20 40 80 WILLDAN EN NEERIN. A S� �} �1)510985 8 �CA� 'Lj� r AUXILARY EQUIPMENT PER ELECTRICAL DRAWINGS \ \ \ \� �; l �O- �� � ( IN FEET BATTERY CONTAINER PER ELECTRICAL DRAWINGS \ �\ �JO -2251 J /� \ ��\\ 1 Ch 20 ft. �Dc I I 1i V/U Y x 129 7 �. EN G� 23-0 8 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: DATE APPR. CITY OF LAKE ELSINORE SHEET MARK REVISIONS APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS QFOFE$$10,�i! AND HAVE BEEN FOUND ACCEPTABLE3� �4D pN-LFN yqT� EROSION CONTROL PLAN 7 Stantec som SHEET NUMBER: vV✓lY ,, I } 38 TECHNOLOGY DRIVE,SUITE 100 USP-021549-ORTEGA-ESC-PLN-002 OF 8 No.59808 SCALE: 3/20/2023 VINE,CA 92618 BENCH MARK: SHEETS 9.923.6000 stantec.com '2"'L24 REMON HABIB,RCE No.83156 DATE Jr9l c �@ 1 =20 PLEASE SEE SURVEYOR'S NOTE ON CIVIL TITLE SHEET. ORTEGA BESS PROJECT No. F 0(iwL � __ 22.5MWI85.96MWh BESS CITY ENGINEER C ITY OF LAKE ELSINORE 11/4/2022 LAKE ELSINORE,CALIFORNIA 185805133 DALE A. ON R.C.E.59808 (E)(P.12/31/24) 23-052 EROSION CONTROL NOTES 1. ALL EROSION CONTROL PLANS SHALL BE IN ACCORDANCE WITH CITY OF LAKE ELSINORE ORDINANCE NOS.529,772,1237,1004,CONSTRUCTION SITE BEST MANAGEMENT PRACTICES(BMP'S),AND STANDARDS OUTLINED WITHIN THE LAKE ELSINORE DESIGN MANUAL 2. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE FOR ANY DISCHARGES BY SUBCONTRACTORS. 3 IN CASE NUMBER),F EMERGENCY,CALL JAY DAVIDSON(RESPONSIBLE PERSON)AT 832A88-8590(24-HOUR PHONE Concrete Waste Management W M— 4. DEVICES TO REDUCE EROSION DAMAGE SHALL NOT BE PLACED MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE QUALIFIED SWPPP DEVELOPER,CITY ENGINEER,OR IN AN EMERGENCY,BY THE ------ 113-1 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 AND SCHEDULING OF GRADING AND THE ---- --_- ftD--Jk 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 BE STABILIZED IF THEY WILL NOT BE WORKED WITHIN 7 DAYS.DURING THE STORM SEASON,ALL SLOPES SHALL BE STABILIZED 24 HOURS PRIOR TO A PREDICTED STORM EVENT.CONSTRUCTION SITES SHALL BE REVEGETATED AS EARLY AS FEASIBLE AFTER SOIL . ■ STD E2- rDISTURBANCE AND WITHIN 7-DAYS OF COMPLETION. \ / 7. FILL SLOPES AT THE TRACT PERIMETER MUST DRAIN AWAY FROM THE TOP OF THE SLOPE AT THE p CONCLUSION OF EACH WORKING DAY. B U SECT[ON it-0 8. THE CONTRACTOR SHALL BE RESPONSIBLE AND HAVE SIGNS POSED ON THE SITE TO WARN AGAINST " 4f �1 V LJ PUBLIC TRESPASS INTO AREAS WHERE WATER IS IMPOUNDED. w 1/B" DIA. 4" 9. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER. _ _ STEEL WIRE 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 STAPLE DETAIL -7 l� r'�I'1 `,y+ �y� TWENTY-FIVE(25)YEAR,SIX(6)HOUR STORM INTENSITY.THEY MUST BE DETAILED ON THE PLANS. D 3" MIN. DF EN ING BETWE-EN DESIGN AND SPECIFIC RECOMMENDATIONS SHALL BE SUBMITTED FOR THE FOLLOWING: p AGS a)DESILTING BASIN VOLUME BASED ON GRADIENT AND NATURE OF SOILS. _ ■� TOP ROW b)THE EXTENT OF ALL GRADED AREAS AND IDENTIFICATION OF ANY TEMPORARY SOIL STABILIZATION VE ■ ■ ■ ■ ■ ---- - - ---- MEASURES. - c)SIZE OF DESILTING BASIN OUTLET PIPE AND OVERFLOW. STRAW BALE - - - -- --- __ d)DIKE REQUIREMENTS.SHOW MINIMUM WALL WIDTH,SLOPE OF WALLS,PERCENT COMPACTION,ETC. 10 MILPLYWOOD --- e)OUTLETCONDITIONSFROMTHEDESILTINGBASINSHALLNOTEXCEEDDOWNSTREAMLIMITATIONS, PLASTIC LINING PLAN (T ) ,.WITH THE EXCEPTION OF OVERFLOW,WHICH IS TO BE DESIGNED TO PROVIDE CAPACITY OF 1.5 TIMES THE MAXIMUM DESIGN FLOW. NOT TO SCALE PAINTED WHITE --- - --- --- --- ---- 12.NECESSARY MATERIALS SHALL BE AVAILABLE ON-SITE AND AT CONVENIENT LOCATIONS TO FACILITATE TYPE "ABOVE GRADE" { RAPID CONSTRUCTION OF TEMPORARY DEVICES OR TO REPAIR ANY DAMAGED EROSION CONTROL WITH STRAW BALES LACK LETTERS MEASURES WHEN A 50%CHANCE OR GREATER OF RAIN WITHIN A 48 HOUR PERIOD IS FORECAST FOR CONCRETE B HEIGHT LAKE ELSINORE BY THE NATIONAL OCEANIC AND ATMOSPHERIC AGENCY(NOAA). WASHO 13.BMFS SHALL BE MAINTAINED AND INSPECTED DAILY TO MINIMIZE ANDIOR PREVENT THE ENTRAINMENT SCREWS OF SOIL IN RUNOFF FROM DISTURBED SOIL AREAS ON CONSTRUCTION SITES.ALL REMOVABLE Q��. PROTECTIVE EROSION CONTROL DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING 3' WOOD POST DAY WHEN THE FOUR(4)DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT(40%). 14 AFTER BERMS A0 ERAINST PUBLIC DRAINSCANDEPIE DRAINS SILT AAND PIPES DEBRIS SOFF ADJACENTHALL BE OPROPERTIES FROM HAND 3 3�� X 3�� X 8' TYPICAL SANDBAG/GRAVEL BAG DETAIL DESILTING BASINS AND THE BASINS PUMPED DRY.ANY GRADED SLOPE BMP'S DAMAGED DURING A NTS - RAINSTORM SHALL ALSO BE IMMEDIATELY REPAIRED.FAILURE TO PROVIDE EFFECTIVE MAINTENANCE MAY RESULT IN PENALTIES. CONCRETE WASHOUT 15.DISCHARGING OF CONTAMINATED SOILS VIA SURFACE EROSION IS PROHIBITED. SIGN DETAIL 16.CONSTRUCTION ACCESS POINTS SHALL BE STABILIZED WITH A COMBINATION OF ROCK AND SHAKER (OR EQUIVALENT) PLATES YEAR-ROUND TO PREVENT TRACK-OUT.ROUTINE STREET SWEEPING SHALL BE PERFORMED ON ALL PAVED STREETS WHERE TRACKING IS OBSERVED.VACUUM SWEEPERS SHALL BE USED WHEN STAPLES STREET SWEEPING BECOMES INEFFECTIVE. (2 PER BALE) 410 MIL BINDING WIRE PLASTIC LINING STRAW BALE WOOD OR NOTES NATIVE MATERIAL METAL STAKES (OPTIONAL) (2 PER BALE) 1. ACTUAL LAYOUT DETERMINED IN FIELD. SECTION B—B 2. THE CONCRETE WASHOUT SIGN NOT TO SCALE SHALL BE INSTALLED WITHIN 30 FT. OF THE TEMPORARY CONCRETE t."ASHOUT FACILITY. CONCRETE WASHOUT DETAIL (CASQA WM-8) NTS K REVIEWED FOR CODE COMPLIANCE CUR—CODES S+o-LIC RR CTICE. 03/16/2023 RON STEIN, P.E. = WILLD>� INEERING SIGN-SE I ENG-2023-00068 THESE PLANS HAVE BEEN REVIEWED FOR MARK REVISIONS APPR. DATE APPROPRIATE CONDITIONS OF DEVELOPMENT 4AND/OR CPLIANCE IVTY AND STATE LAWS ITH THE PREPARED BY: QROF[ss/oy9! CITY OF LAKE ELSINORE SHEET AND HAVE BEEN FOUND ACCEPTABLE3� tiro PELF"tiq�oc EROSION CONTROL NOTES AND DETAIL 8 Sta ntec SHEET NUMBER: C v✓✓lY l/ �'-'}V 38 TECHNOLOGYA92618 DRIVE,SUITE 100 USP-021549-ORTEGA-ESC-PLN-003 OF 8 3/20/2023 No.598oe SCALE: VINE,CA 92618 BENCH MARK: SHEETS 11.11.6000 stantec.com sEl V3'L24 @ NTS PLEASE SEE SURVEYOR'S NOTE REMON HABIB,RCE No.83156 DATE l,YlF OF wi l\F � ON CIVIL TITLE SHEET. ORTEGA BESS PROJECT No. 22.5MWI85.96MWh BESS CITY ENGINEER _ -- DATE: 11/4/2022 LAKE ELSINORE,CALIFORNIA 185805133 CITY OF LAKE ELSINORE DALE A. ON R.C.E.59808 (EXP.12/31/2M 23-053