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HomeMy WebLinkAboutENG-2023-00282 PLAN NO 23-278-23-287-signed GRADING NOTES LEGEND 1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF LAKE ELSINORE MUNICIPAL CODE,CHAPTER 15.72 AND APPLICABLE STANDARDS AND CITY PROPOSED IMPROVEMENTS SPECIFICATIONS AND THE LATEST EDITION OF THE UNIFORM BUILDING CODE(U.B.C.),CHAPTER 33. O LAKE ELSINORE 6"CURB(PVT)..2.A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT,CITY OF LAKE ELSINORE,PRIOR TO ANY OPERATIONS. IMPROVEMENT SYMBOL QUANTITY 3.THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND U.S.A.ALERT(1-800-422-4133)FORTY-EIGHT(48) 8"CURB&GUTTER(OFFSITE)............................................................................................. 350 LF HOURS PRIOR TO GRADING. CITY STANDARD SIDEWALK(OFFSITE).............................................................................. y.t,::g•i->";F�,.-'=<r.r> 2,000 SF 4.THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST TWENTY-FOUR(24)HOURS IN ADVANCE OF BEGINNING CITY STANDARD SIDEWALK(PVT)...................................................................................... 5t:�::Y•s-ry;r��:,. <a..-.?> 425 SF GRADING OPERATIONS. GRADING & IMPROVEMENT PLANS FOR 2,997SF PERMEABLE PAVEMENT(PVT)............................................................................................ ............ PCC PAVING(PVT-THICKNESS PER PLAN)...................................................................... ;.:'s 25,060 SF 5.DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER. /�� DRYWELL(PVT)..................................................................................................................... 2 EA 6.CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE APPROVED,AND SHALL BE SHOWN ON THE PLAN. TO RSP O R 1TS BROOKS CATCH BASIN(PVT-SIZE PER PLAN).................................................................. 4 EA MASON M O 1 DURASLOPE TRENCH DRAIN............................................................................................... 7.FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE APPROVED,SHALL BE SHOWN ON PLAN,AND SHALL NOT RPDA BACKFLOW PREVENTOR........................................................................................... FS® HAVE LESS THAN 90%RELATIVE COMPACTION OUT TO THE FINISHED SURFACE. GATEVALVE.......................................................................................................................... 8.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. SANITARY SEWER(SIZE PER PLAN)................................................................................... -SS SS- OWNER/APPLICANT DOMESTIC WATER(SIZE PER PLAN).................................................................................. -DW DW- 9.FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS,SCARIFIED,AND INSPECTED BY THE GRADING INSPECTOR AND APPROVED SOILS FIRE WATER(SIZE PER PLAN)............................................................................................. Fw Fw TESTING AGENCY PRIOR TO THE PLACING OF FILL. AYLI,LP-A CALIFORNIA LIMITED PARTNERSHIP STORM WATER(SIZE PER PLAN)........................................................................................ -SD SD- 10.ALL FILL MATERIAL SHALL BE CLEAN EARTH.NO FILL SHALL BE PLACED UNTIL PREPARATION OF GROUND IS APPROVED BY THE SOILS ENGINEER. GREG HAMANN 00<<q SEWER CLEANOUT............................................................................................................... • 2 EA 11.FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN''/z"PER FOOT FOR A MINIMUM OF THREE(3)FEET,THEN 1% 1000 PIONEER WAY,EL CAJON,CA 92020 Cc.Q9G yy THRUST BLOCK..................................................................................................................... (MINIMUM)TO FLOW LINE OF EARTH SWALE. (619)440-7424 F �S GREGG@HAMANNCO.COM TRANSFORMER W/PAD....................................................................................................... ' 12.MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%IF CUT OR FILL SLOPE IS LESS THAN TEN FEET(10'),AND 2%IF CUT OR FILL IS ��il, GREATER THAN TEN FEET(10').DRAINAGE SWALES SHALL BE A MINIMUM OF 0.5'DEEP AND CONSTRUCTED A MINIMUM OF TWO FEET(2')FROM THE TOP OF T/y / FLOWLINE............................................................................................................................... --------- CUT OR FILL SLOPES. ASSESSORS PARCEL NUMBER OQyS) , SITE HOPE DETENTION PIPE(SIZE PER PLAN).......................................................................... --------- 13.PROVIDE 5'WIDE BY V HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5'HIGH. APN 377-430-016 I� O���i�' SCREEN WALL....................................................................................................................... 6 RETAINING WALL(BY SEPARATE BUILDING PERMIT)...................................................... 25 LF 14.PROVIDE A BROW DITCH,DESIGNED TO HANDLE ONE HUNDRED(100)YEAR STORM FLOWS ALONG THE TOP OF CUT SLOPES. BROW DITCH.......................................................................................................................... 15.NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. SITE ADDRESS RIP RAP ENERGY DISSIPATOR............................................................................................ y y y 1 EA TRASH ENCLOSURE............................................................................................................. 16.A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER,TO SUPERVISE GRADING AND PROVIDE A FINAL SOILS REPORT WHICH INCLUDES CHANEY ST.&COLLIER AVE.,LAKE r J r 1 FOUNDATION REQUIREMENTS(SUBDIVISIONS)AND EXPANSIVE CHARACTERISTICS OF THE SOIL. ELSINORE,RIVERSIDE COUNTY,CA 92530 VICINITY MAP L J L J 17.GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL COMPACTION REPORT BY A SOILS ENGINEER SHALL BE SUBMITTED TO THE N.T.S. BUILDING AND ENGINEERING DEPARTMENTS PRIOR TO ISSUANCE OF BUILDING PERMITS. �� EXISTING IMPROVEMENTS TM 18.THE SOILS ENGINEERING&GEOLOGIC INVESTIGATION DATED AUGUST 3,2021 PREPARED BY CONSTRUCTION TESTING&ENGINEERING,INC SHALL BE ITEM SYMBOL CONSIDERED A PART OF THIS GRADING PLAN AND SHALL BE IN COMPLIANCE. GRADING&GEOTECHNICAL SPECIFICATIONS LEGAL DESCRIPTION 19.A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATION.WHERE SPECIFIC SEWER MANHOLE................................................................................................................. OS 1.ALL GRADING SHALL BE CONDUCTED UNDER THE OBSERVATION AND TESTING BY A QUALIFIED PARCEL 27 OF PARCEL MAP 21297,AS SHOWN BY MAP RECORDED IN BOOK 135,PAGES FIRE HYDRANT....................................................................................................................... as ELEVATIONS ARE REQUIRED,THE ELEVATION(WITH RESPECT TO MEAN SEA SHALL BE GIVEN.IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND PROFESSIONAL ENGINEER AND,IF REQUIRED,A QUALIFIED PROFESSIONAL GEOLOGIST.ALL 57 TO 59 INCLUSIVE,OF PARCEL MAPS,RECORDS OF RIVERSIDE COUNTY,CALIFORNIA. SURFACE IS REQUIRED,THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. GRADING MUST BE PERFORMED IN ACCORDANCE WITH APPLICABLE CITY ORDINANCE AND THE UTILITY BOX........................................................................................................................... 0 RECOMMENDATIONS AND SPECIFICATIONS SET FORTH IN THE PRELIMINARY GEOTECHNICAL EXCEPT ALL MINERALS CONTAINED IN THAT CERTAIN 3000 FOOT STRIP OF LAND, UTILITY VALVE........................................................................................................................ . 20.ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. INVESTIGATION REPORT(S)ENTITLED: INCLUDING WITHOUT LIMITING AND GENERALLY THEREOF,OIL,GAS AND OTHER STREET LIGHT....................................................................................................................... tt 21.STABILITY CALCULATIONS WITH A SAFETY FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE BUILDING AND ENGINEERING GEOTECHNICAL INVESTIGATION,PROPOSED COMMERCIAL DEVELOPMENT NWC HYDROCARBON SUBSTANCES,AS WELL AS METALLIC OR OTHER SOLID MINERALS, STORM DRAIN PIPE............................................................................................................... -SD SD- DEPARTMENTS FOR CUT AND FILL SLOPES OVER THIRTY FEET(30')IN VERTICAL HEIGHT. COLLIER AVENUE&CHANEY STREET LAKE ELSINORE,CALIFORNIA,DATED AUGUST 3, PROVIDED THAT SANTA FE SHALL NOT HAVE THE RIGHT TO GO UPON OR USE THE WATER LINE........................................................................................................................... -WV wM- 2021(CTE JOB NO.:40-3977G) SURFACE OF SAID LAND,OR AND PART THEREOF,FOR THE PURPOSE OF DRILLING FOR, SEWER LINE........................................................................................................................... SS S5 22.A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE(1)FOOT. MINING,OR OTHERWISE,REMOVING,ANY OF THE SAID MATERIALS,SANTA FE MAY, THESE DOCUMENTS WILL BE FILED IN THE RECORDS SECTION OF DEVELOPMENT SERVICES UNDER HOWEVER,AND HEREBY RESERVES THE RIGHT TO REMOVE AND OF SAID MINERALS OVERHEAD LINE.................................................................................................................... -OH OH- 23.IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED,IT MUST BE CLEARED,KEYED AND BENCHED INTO FIRM NATURAL SOIL FOR FULL THE PROJECT NUMBER INDICATED IN THE TITLE BLOCK OF THESE PLANS. FROM SAID LAND BY MEANS OF ACCESS TO SAID WELLS,SHAFTS,TUNNELS OR ANY CENTERLINE.......................................................................................................................... - SUPPORT.PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL.SLOPES GREATER THAN 5:1 ARE OTHER MEANS OF ACCESS TO SAID MINERALS WHICH MAY BE CONSTRUCTED,DRILLED PROPERTY LINE.................................................................................................................... REQUIRED TO BE KEYED AND BENCHED. 2.ALL FILL SOIL SHALL BE COMPACTED TO A MINIMUM OF 90%OF THE MAXIMUM DRY DENSITY AS OR DUG FROM OTHER LAND,PROVIDED THAT THE EXERCISE OF SUCH RIGHTS BY SANTA DETERMINED BY THE MOST RECENT VERSION OF A.S.T.M.D-1557 OR AN APPROVED ALTERNATIVE FE SHALL IN NO WAY INTERFERE WITH OR IMPAIR THE USE OF THE SURFACE OF THE EASEMENT LINE.................................................................................................................... _------- 24.THE SOILS ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES: STANDARD. LAND HEREBY CONVEYED OR OF ANY IMPROVEMENTS THEREON,AS RESERVED BY THE RIGHT OF WAY....................................................................................................................... 3.AT THE COMPLETION OF THE GRADING OPERATIONS FOR THE EARTHWORK SHOWN ON THIS ATCHISON,TOPEKA,AND SANTA FE RAILWAY COMPANY,A DELAWARE CORPORATION,AS EARTH SWALE........................................................................................................................ A.UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BACKFILL OF ALLUVIAL,COLLUVIAL AND TERRACED AREAS AND ANY PLAN,AN AS-GRADED GEOTECHNICAL REPORT SHALL BE PREPARED IN ACCORDANCE WITH THE INSTRUMENT NO.238977,RECORDED OCTOBER 23,1985,OFFICIAL RECORDS. SUBSTRUCTURES. MOST RECENT EDITION OF THE CITY OF LAKE ELSINORE GUIDELINES FOR GEOTECHNICAL MONUMENT SIGN.................................................................................................................. REPORTS.THE FINAL"AS-GRADED"GEOTECHNICAL REPORT SHALL BE SUBMITTED IN ACCORDANCE THE ABOVE DESCRIBED PROPERTY IS THE SAME AS DESCRIBED AND DEPICTED IN"FIRST B.DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION,BENCHING AND FILLING OPERATIONS. WITH THE GENERAL NOTES ON THESE PLANS WITHIN 30 DAYS OF THE COMPLETION OF GRADING. AMERICAN TITLE COMPANY"COMMITMENT FOR TITLE INSURANCE,TITLE COMMITMENT WHERE GEOLOGIC INSPECTION IS INDICATED IN THE PERMIT,PLANS,SPECIFICATIONS,OR NUMBER:NCS-1049951-ONT1,WITH A COMMITMENT DATE OF JANUARY 22,2021.THE C.DURING INSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER MATERIAL. GEOTECHNICAL REPORT(S),THE FINAL"AS-GRADED"GEOTECHNICAL REPORT MUST ALSO BE RECORD DESCRIPTION OF THE SUBJECT PROPERTY FORMS A MATHEMATICALLY REVIEWED AND SIGNED BY QUALIFIED PROFESSIONAL GEOLOGIST. CLOSED FIGURE. D.WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION. 4.THE COMPANY OR COMPANIES REPRESENTED BY THE INDIVIDUALS SIGNING ITEM NO.5 OF THIS CERTIFICATE IS/ARE THE GEOTECHNICAL CONSULTANT(S)OF RECORD.IF THE GEOTECHNICAL APN 377430-016 25.EROSION CONTROL:ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT OR ANOTHER APPROVED GROUND COVER,AT TWELVE INCHES(12") CONSULTANT OF RECORD IS CHANGED FOR THE PROJECT,THE WORK SHALL BE STOPPED UNTIL BENCHMARK ON CENTER.SLOPES OVER FIFTEEN FEET(15)IN VERTICAL HEIGHT,IN ADDITION TO GROUND COVER,SHALL BE PLANTED WITH APPROVED TREES,SHRUBS THE REPLACEMENT HAS SUBMITTED AN ACCEPTABLE TRANSFER OF GEOTECHNICAL CONSULTANT OR COMBINATION THEREOF.SHRUBS SHALL BE PLANTED AT TEN FEET(10')ON CENTER;TREES AT TWENTY FEET(20')ON CENTER;COMBINATIONS FIFTEEN OF RECORD DECLARATION PREPARED IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE AT INTERSECTION OF CHANEY ST.AND COLLIER AVE.,34'E'LY OF THE CENTERLINE INTERSECTION,43'N'LY OF THE FEET(15')ON CENTER.SLOPES OVER THREE FEET(T)IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACK FLOW PREVENTION CITY OF LAKE ELSINORE GUIDELINES FOR GEOTECHNICAL REPORTS.IT SHALL BE THE DUTY OF THE SHEET INDEX ABBREVIATIONS CENTERLINE OF COLLIER AVE.,71'E'LY OF THE CENTERLINE OF A CONCRETE DRIVEWAY,2'S'LY OF A STREET LAMP,A DEVICES PER U.B.C. PERMITTEE TO NOTIFY THE RESIDENT ENGINEER AND THE GEOLOGY SECTION OF DEVELOPMENT CHISELED SQUARE IN THE TOP OF CURB. SERVICES IN WRITING OF SUCH CHANGE PRIOR TO THE RECOMMENCEMENT OF GRADING. Sheet Number Sheet Title BW BOTTOM OF WALL 26.APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING THE 5.THESE GRADING PLANS HAVE BEEN REVIEWED BY THE UNDERSIGNED AND FOUND TO BE IN DWG DRAWING ELEVATION:1286.66 USSF DATUM:CITY OF LAKE ELSINORE GRADING PROJECT. CONFORMANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN THE 1 TITLE SHEET 27.APPROVED EROSION PREVENTIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY SEASON AND SHALL BE IN PLACE AT THE END OF REFERENCED GEOTECHNICAL REPORT(S)PREPARED FOR THIS PROJECT. 2 DETAILS EL ELEVATION FG FINISHED GRADE REFERENCE DRAWINGS EACH DAY'S WORK. cTE/ues,mc.,has reviewed Grading and Improvement Plans,sheets f,6,and s, 3 DETAILS for Mason Motorsports,Lake Elsinore,CA,Prepared by Were Malcomb,dated 0 6/2 012 0 2 3,received by email from Lustre Salazar dated 7/27/2023. FL FLOWLINE ALTA/NSPS LAND TITLE SURVEY:PREPARED BY COFFMAN LAND . DATED MAY 26,2021 4 HORIZONTAL CONTROL PLAN � � � � 28.ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS. This review is for general compliance with requirements from a geotechnical report.Geotechniml Job#40-3977G dated May 17,2022. 5 GRADING PLAN FS FINISHED SURFACE not eve from anoe with of the 29.THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMITTEE. Comments made.pon.thesedrawings dot.h.11 not theceited t rl-ti-,pdimen ions,erequlrementsation plans andspf bH,tlons.The FW FACE OF WALL TOPOGRAPHY SOURCE contractors responsibility shall cover,but shall not be limited to:elevations,dimensions,quantities,information pertaining to fabdcation processes 6 UTILITY PLAN s and methods of constroction,and coomination ofwodewith all othertrades. GB GRADE BREAK 30.AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIME. mean 7 BMP PLAN TOPOGRAPHIC DATA AND PLANIMETRICS SHOWN HEREIN WAS OBTAINED BY CONVENTIONAL TRIGONOMETRIC SURVEY OFEBgy 8 BMP DETAILS HP HIGH POINT METHODS.MAPPING DATA IS DETAILED AT 1"=30'SCALE FOR ENGINEERING USE.A FULL BOUNDARY RETRACEMENT SURVEY 31.SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION OF GRADING OPERATION. W,ES y 9 EROSION CONTROL PLAN IE INVERT ELEVATION WAS COMPLETED AS PART OF THIS ALTAINSPS LAND TITLE SURVEY,AS SHOWN HEREIN. q"F Dash Amin,MS,PE,GE 32.ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR ALL SLOPES IN EXCESS OF THREE(3)FEET VERTICAL HEIGHT Prinm ipcipal engineer 10 EROSION CONTROL DETAILS LP LOW POINT CONVENTIONAL SOURCE:COFFMAN LAND CONSULTING,INC. WITHIN NINETY(90)DAYS AFTER COMPLETION OF ROUGH GRADING AND SHALL BE IN ACCORDANCE WITH CITY OF LAKE ELSINORE GRADING ORDINANCE NO. UES.LEA#202 rr� 2553 m pq PLANTING AREA DATE:MAY 26,2021 882 PRIOR TO THE APPROVAL OF FINAL INSPECTION. a Job#453nzzo3577o9oo dated s/z/zoz3 s, 0p`+t PL PROPERTY LINE BASIS OF BEARINGS 33.ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND BE SOLELY RESPONSIBLE FOR ANY DAMAGE Ph(951)5714oa1 �OF RIM RIM ELEVATION TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS,WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. THE BASIS OF BEARINGS IS IN TERMS OF THE CALIFORNIA COORDINATE SYSTEM,ZONE 6,NAD-83(NA2011),EPOCH 2O10.00 ROW RIGHT OF WAY AND BASED UPON THE CALIFORNIA SPATIAL REFERENCE SYSTEM CONTINUOUS OPERATING REFERENCE STATIONS"BILL" 34.THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE(1)BLUE TOP PER FINISHED PAD,PRIOR TO ROUGH GRADE APPROVAL. STD STANDARD (NGS P.I.D.AF9684)AND WFRP"(NGS P.I.D.DH7093).ALL DISTANCE AND COORDINATE ARE REFERENCED TO CCS83,ZONE 6 DECLARATION OF RESPONSIBLE CHARGE GRID AN ARE EXPRESSED IN U.S.SURVEY FOOT UNITS. 35.APPROXIMATE DATE OF:BEGINNING OPERATION: JULY 2023 COMPLETION: MAY 2024 TC TOP OF CURB R EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT,THAT I HAVE TG TOP OF GRATE THE COMBINE SCALE FACTOR IS 0.99991681 AND THE SITE CONVERGENCE ANGLE IS-0"35'44.7". 36.NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER THAN THREE INCHES WILL BE PLACED IN FILLS WITHIN ROADBED AREAS OR THREE FEET(3')OF FINISH GRADES,UNLESS THE LOCATION,MATERIALS,AND DISPOSAL METHODS ARE SPECIFICALLY APPROVED BY THE SOILS 6703 OF THE BUSINESS AND PROFESSIONS CODE,AND THAT THE DESIGN IS CONSISTENT WITH TW TOP OF WALL GRADING QUANTITIES ENGINEER. CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND 37.THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION BEFORE APPROVAL. SPECIFICATIONS BY THE CITY OF LAKE ELSINORE IS CONFINED TO A REVIEW ONLY AND DOES GRADED AREA 1.56[ACRES] MAX.CUT DEPTH 4.96[FT1 REMEDIAL GRADING:200 CYD NOT RELIEVE ME,AS ENGINEER OF WORK,OF MY RESPONSIBILITIES FOR PROJECT DESIGN. 38.GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE APPROVED BY THE BUILDING DEPARTMENT. CUT QUANTITIES 1,600[CYD] MAX CUT SLOPE RATIO(2:1 MAX)2:1 39.THIS SITE HAS OBTAINED A NATIONAL POLLUTION PREVENTION ELIMINATION SYSTEM(NPDES)PERMIT TO REGULATE MUNICIPAL AND INDUSTRIAL STORM WARE MALC OMB FILL QUANTITIES 1,600[CYD] MAX.FILL DEPTH 3.60[FT] WATER DISCHARGES.NPDES WDID#8 33C401299 DATE PERMIT ISSUED: 7/24/2023 IMPORT/EXPORT 0 [CYD] MAX FILL SLOPE RATIO(2:1 MAX)2:1 90818 08/04/2023 CIVIL ENGINEERING 40.DRAINAGE EASEMENTS WILL BE KEPT CLEAR OF ALL OBSTRUCTIONS.NO BUILDINGS OR WALLS SHALL BB7IAC EPLACEDy/WIITHIN EASEMENT LIMITS.TEMPORARY SAMUEL BEL OMIO R.C.E.NO. DATE THIS PROJECT PROPOSES TO EXPORT/IMPORT 0 CUBIC YARDS OF MATERIAL FROM THIS SITE.ALL EXPORT MATERIAL SHALL IMPROVEMENTS ARE SUBJECT TO REMOVAL AT OWNER'S EXPENSE V Y V /O 3391 sorrento valley blvd.suite 120 san diego,r 92121 BE DISCHARGED TO A LEGAL DISPOSAL SITE.THE APPROVAL OF THIS PROJECT DOES NOT ALLOW PROCESSING AND SALE OF p 858.638.7277 waremalcomb.com THE MATERIAL.ALL SUCH ACTIVITIES REQUIRE A SEPARATE CONDITIONAL USE PERMIT. MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL TITLE SHEET SHEET 1 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE WARE MALCOMB - SAMUEL BELLOMIO QpOFESS/ONq�Pyc CITY OF LAKE ELSINORE LAWS AND HAVE BEEN FOUND ACCEPTABLE 3911 SORRENTO VALLEY BLVD. #120 yyP��CHAE( SAN DIEGO, CA 92121W� ���yA BENCHMARK, GRADING & IMPROVEMENT PLANS OF 10 �-i7 }I No.90818 O AT INTERSECTION OF CHANEY 5T.AND COLLIER SHEETS 9/19/2023 3 AVE., ER E'LY OF THE CENTERUNE INTERSECTION FOR 77 08/04/2023 *6 '� 43'N'LY OF THE CENTERLINE OF COLLIER AVE., AMON HABIB, RCE No. 83156 DATE `� 71'E'LY OF THE CENTERLINE OF A CONCRETE MASON MOTORSPORTS FILE No. 8r CIVII �P DRIVEWAY 2'S'LY OF A STREET LAMP A CITY ENGINEER SAMUEL BELLOMIO, RICE 90818 DATE q e,� CHISELED'SQUARE IN THE TOP OF CUlte. CHANEY ST. & COLLIER AVE. q CITY OF LAKE ELSINORE EXPIRATION: DECEMBER 31, 2023 1p OF CALIF DATE: 2023-06-20 ELEVATION: 1286.66 USSF DAKEM:8 CITY OF LAKE ELSINORE, CA 92530 23-27$ NPDES I STORM WATER POLLLITHON NOTES WHITE PAINT ~6" USE ONLY DURASLOPE CLASS"C" 1.FOR PROJECTS THAT REQUIRE COVERAGE UNDER THE GENERAL CONSTRUCTION PERMIT, 12" 24" , THE PROPERTY OWNER IS RESPONSIBLE FOR ENSURING THAT A QUALIFIED SWPPP PAINT BLUE EQUAL TO GRATES WITH THIS APPLICATION. IN SAW CUT PRACTITIONER COLOR No.15090 IN 6„ M . SECTION AT DURASLOPE CHANNEL (QSP)AND QUALIFIED SWPPP DEVELOPER(QSD)IMPLEMENT AND MAINTAIN THE FEDERAL STANDARD NEW FELT EXPANSION JOINT SWPPP-APPROVED,PRE-QUALIFIED BMP'S FROM THE CALIFORNIA STORM WATER QUALITY 599b ASSOCIATION(CASQA)HANDBOOK/WEBSITE FOR CONSTRUCTION TO RETAIN SEDIMENTS AND POLLUTANTS OF CONCERN FROM AREAS DISTURBED ONSITE TO THE MAXIMUM EXTENT NOTES: EXISTING OR ° ,4. EXISTING 0I1 PRACTICABLE DURING ANY PHASE OF CONSTRUCTION OPERATIONS.FOR ALL OTHER °NEW CONCR�TE a NEW,CONCRE7Ea PROJECTS, '7 CENTER SYMBOL IN x . SLAB' ° SLgAB.q. BEGIN SLOPE THE PROPERTY OWNER IS RESPONSIBLE FOR ENSURING THAT BMP'S FOR CONSTRUCTION ARE " N EACH DISABLED ° ROUNDING IMPLEMENTED TO RETAIN SEDIMENTS AND POLLUTANTS OF CONCERN FROM AREAS ACCESS STALL N \\// \ ° .°.a. •a / \\//� DISTURBED ONSITE TO THE MAXIMUM EXTENT PRACTICABLE.THE EROSION CONTROL INSTALL SYMBOL \ °4°:e•/ 1�/ _"___-_ MEASURES INCLUDE THOSE SHOWN ON THIS PLAN AS WELL AS ANY ADDITIONAL EROSION FLUSH W/PAVING @ 4 `r\\ \'\\\\• " \�\\\v \' CUT SLOPE i CONTROL MEASURES �\ ACCESSIBLE \yly/, \// \//\ °° ° •./\ \// \ DICTATED BY FIELD CONDITIONS TO PREVENT EROSION AND/OR THE INTRODUCTION OF �, \_� PARKING STALL POLLUTANTS INTO EXISTING PUBLIC STREETS AND/OR ONTO ADJACENT PROPERTIES DURING MF ANY PHASE OF CONSTRUCTION. MIN. N.0 z/ \\// / //\\ _� 2.FOR PROJECTS THAT REQUIRE COVERAGE UNDER THE GENERAL CONSTRUCTION PERMIT, _I Z D 2\ ���,\�;\Y� \ � '• °/\� \ \�\� -C-2000 CONCRETE THE STORM WATER POLLUTION PREVENTION PLAN(SWPPP)SHALL BE KEPT ON-SITE AND MADE 2" 2'-8" 2" LLO�/ Y\/°\///\�/�//\ ap :�' ° /// / / /�/ OR 30 500 PSI,AIR PLACED AVAILABLE UPON REQUEST OF A REPRESENTATIVE OF THE REGIONAL WATER QUALITY T-O" a CONTROL BOARD(RWQCB)-SANTA ANA REGION AND/OR THE CITY OF LAKE ELSINORE. /\ \// \ CONCRETE WITH 1 1/2"X 1 1/2" \ 17 GAGE STUCCO NETTING /y/�\�/ 3.CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT AN ANTICIPATED /`\\�\\� \ \\�\ \ \�\\ {�\�///�/ \\/ / \ \\j\\� BROW D I TC H SZ, STORM DOES NOT CARRY WASTES OR POLLUTANTS OFF THE SITE.DISCHARGES OF MATERIAL /� OTHER THAN STORM WATER(NON-STORM WATER)ARE PROHIBITED EXCEPT AS AUTHORIZED M B L EXISTING SCALE:N.T.S. 6"WIDE CURB BY AN INDIVIDUAL NPDES PERMIT UNDER THE STATEWIDE GENERAL PERMIT-CONSTRUCTION 1 #3 OR#4 LENGTH STAKE SUSPENSION SOIL (SEE PLAN VIEW ACTIVITY. SCALE:N.T.S. METHOD.LENGTH OF STAKE WILL VARY I'-'� FOR LIMITS OF WITH SLOPE OF DRAIN. RETAINING WALL) 4.POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO:SOLID OR LIQUID CHEMICAL SECTION #4 REBAR HORIZONTAL PLACE TOP& PCC PAVING PER SPILLS;WASTES FROM PAINTS,STAINS,SEALANTS,SOLVENTS,DETERGENTS,GLUES,LIME, 8"WIDE BTM.OF CONC.POUR 3"CLR @ BTM. GEOTECHNICAL ENGINEER = PESTICIDES,HERBICIDES,FERTILIZERS,WOOD PRESERVATIVES,AND ASBESTOS FIBERS,PAINT �}CONCRETE FLAKES OR STUCCO FRAGMENTS;FUELS,OILS LUBRICANTS,AND HYDRAULIC,RADIATOR OR "v (TYP) RECOMMENDATIONS I EDGE BATTERY FLUIDS;CONCRETE AND RELATED CUTTING OR CURING RESIDUES;FLOATABLE 1, 1� NOTES: 7.5"PCC WASTES;WASTES FROM NGINE/EQUIPMENT STEAM CLEANING OR CHEMICAL DEGREASING; 1. CHANNELS TO BE INSTALLED WITH BLANK GRATE.GRATE TO BE PROTECTED FROM PAVING 6"PCC PAVEMENT LAYER WASTES FROM STREET CLEANING;AND SUPER-CHLORINATED POTABLE WATER FROM LINE CONCRETE POUR(COVER HOLES WITH TAPE). FLUSHING AND TESTING.DURING CONSTRUCTION,DISPOSAL OF SUCH MATERIALS SHOULD 2. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. J �4"BEDDING LAYER 3 DO NOT SCALE DRAWING FIR OCCUR IN A SPECIFIED AND CONTROLLED TEMPORARY AREA ON-SITE PHYSICALLY SEPARATED . . \ \ \ \ \ OM POTENTIAL STORM WATER RUNOFF,WITH 4. THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS,ENGINEERS,CONTRACTORS, ��\/\/\/\/\/\/ CALTRANS CLASS II ULTIMATE DISPOSAL IN ACCORDANCE WITH LOCAL,STATE AND FEDERAL REQUIREMENTS. CONSULTANTS AND DESIGN PROFESSIONALS FOR PLANNING PURPOSES ONLY. N N 5. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT /\ \\/\\/ 12"RESERVOIR 5.RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED AT CONSTRUCTION MUST BE REVIEWED AND APPROVED BY THE PRODUCT MANUFACTURER TO BE CONSIDERED LAYER SITE AND MUST NOT BE DISCHARGED TO RECEIVING WATERS OR THE LOCAL STORM DRAIN ACCURATE. /\y\y\\/\\/\\/\\j SYSTEM. DARO D /� 6.APPROPRIATE BMPS FOR CONSTRUCTION-RELATED MATERIALS,WASTES,SPILLS OR - ARM DURA SLOPE TRENCH DRAIN SYSTEM RESIDUES SHALL BE IMPLEMENTED TO ELIMINATE OR REDUCE TRANSPORT FROM THE SITE TO OR D STREETS,DRAINAGE FACILITIES,OR ADJOINING PROPERTIES BY WIND OR RUNOFF. ON _v �n�IIII\�VII�V�Q SCALE:N.T.S. 7.MATERIAL STORAGE AND STAGING AREAS SHALL BE ESTABLISHED. FUEL TANK,PORTABLE BMP-1 PERMEABLE PAVEMENT SECTION TOILETS,LIQUIDS,GELS AND POWDERS SHALL HAVE SECONDARY CONTAINMENT AND BE INIMUM SCALE:N.T.S. STORED AWAY FROM ALL PRIVATE/PUBLIC STORM WATER CONVEYANCE SYSTEMS, R99(CA) SIDEWALKS,RIGHTS-OF-WAYS AND FLOW-LINES. �N6 ® Q H N Op 3636 STEEL GRATES-1 PC. 3636 FRAME ONLY 8.ALL PORTABLE MIXERS SHALL HAVE PLASTIC LINERS UNDERNEATH WITH GRAVEL BAGS `a - 2424 CAST IRON GRATE 2424 TOP SECTION(WITH GALVANIZED FRAME) PLACES ON R99C(CA) " N MINIM! PARKWAY 93 lbs. THE DOWN-HILL SIDE OF THE LINERS TO CONTAIN DISCHARGES. I IN6 2424 STEEL GRATES PARKWAY 1121bs. 401r4 9.CONTROLLED STREET WASHING WILL ONLY BE ALLOWED PRIOR TO THE APPLICATION OF ASPHALT SEAL COATS AND ONLY WHEN ALL PERTINENT DRAINAGE INLETS ARE PROTECTED. c N 38" 40112" PARKWAY 481bS. COLOR: R996(CA) TRAFFIC 103 Ibs. u 10.ALL CONSTRUCTION CONTACTORS AND SUBCONTRACTOR PERSONNEL ARE TO BE MADE BORDER&LEGEND-WHITE(RETROREFLECTIVE) N , S" SEE AWARE OF THE REQUIRED BMPS AND GOOD HOUSEKEEPING MEASURES FOR THE PROJECT BACKGROUND-BLUE(RETROREFLECTIVE) .2e• CHART SITE AND ANY ASSOCIATED CONSTRUCTION STAGING AREAS. 35 7/8" 1 11.DISCHARGING CONTAMINATED GROUNDWATER PRODUCED BY DEWATERING GROUNDWATER THAT HAS INFILTRATED INTO THE CONSTRUCTION SITE IS PROHIBITED. ACCESSIBLE SIGNS 3636 EXTENSION(NO FRAME) T 2424 LOWER SECTION(NO FRAME) DISCHARGING NON-CONTAMINATED GROUNDWATER PRODUCED BY DE WATERING ACTIVITIES r1 NOTE:USE 17,18•,24"LOWERS TO MAY REQUIRE A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM(NPDES)PERMIT SCALE:N.T.S. G 26" INCREASE DEPTH UP TO A MAXIMUM OF 77 FROM THE REGIONAL WATER QUALITY CONTROL BOARD. 3636 STEEL GRATES-2 PC. 21M 12.STORM WATER RUNOFF SHALL NOT BE DIRECTED OVER ANY SLOPES WITHOUT PERMANENT TRAFFIC 341 Ibs. 36^ 2424 STEEL COVER DOWN DRAINS INSTALLED. EROSION AND SEDIMENT CONTROLS INCLUDING MAINTENANCE ARE ACCESSIBLE SIGN PER DETAILS 2 ON 36" REQUIRED ON ALL EXPOSED SLOPES UNTIL SUFFICIENT PERMANENT LANDSCAPING HAS BEEN THIS SHEET AND 18 ON SHEET 3l MIN. TRUNCATED DOMES PER AE PARKWAY 81 Ibs. a• u- �... E B STABLISHED. 100%SLOPE PROTECTION MUST BE IN PLACE PRIOR TO THE ISSUANCE OF THE \\\i \4g v4• a" SEE TRAFFIC 1141bs. ' FINAL CERTIFICATE OF OCCUPANCY. CONCRETE CURB 4-4- CHART s � � --!�� � 13.VEGETATION CLEARING AND BRUSHING ACTIVITIES SHALL NOT BE INITIATED DURING THE �/ \ -�-I', \ CHART WET SEASON ON ANY SITES WHICH ARE NOT ADEQUATELY PROTECTED WITH DESILTING ' DETAIL 13 ON THIS SHEET BASINS OR -5%.MAX:: .; y ! 44" 44" jT �s7n•• '-_ OTHER TEMPORARY DRAINAGE OR CONTROL MEASURES. ooa' alra-J zs va•• 2g 1p III, 14.STOCKPILES OF SOIL SHALL BE PROPERLY SECURED WITH BMP'S TO ELIMINATE OR REDUCE 3636 BOTTOM SECTION NO FRAME) 31r 34" SEDIMENT TRANSPORT FROM THE SITE TO STREETS,DRAINAGE FACILITIES OR ADJACENT 0"CONCRETE PROPERTIES. CURB y 4. 3636 3636 STEEL COVER-1 PC. CONCRETE WHEEL STOP PER 2424 BOTTOM SECTION WIT110R WITHOUT FRAME 15.STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO ELIMINATE OR REDUCE M DETAIL 20 ON SHEET 3 ( ) SEDIMENT TRANSPORT FROM THE SITE TO STREETS,DRAINAGE FACILITIES OR ADJACENT PARKWAY 190 lbs. Noyes: PROPERTIES VIA AREA WITHIN THE BLUE TRAFFIC 19D Ibs. 4-WOW 38 36" 1.GRATES-ICOVERBAVAILABLEPAINTEDBLACKORWLVANIZED RUNOFF,VEHICLE TRACKING OR WIND.INACTIVE FOR A PERIOD OF 14 DAYS OR MORE SHALL BORDERLINES 4"WIDE STRIPE THINWALL 2."ADA"GRATES AVAILABLE IN PARKWAY 6 TRAFFIC. PAINTED SHALL BE 4"WIDE STRIPE 1 KNOCK-OUTS "HEEL3. PROOF"GRATES AVAILABLE IN PARKWAY ONLY BE COVERED;ACTIVE STOCKPILES SHALL BE COVERED PRIOR TO A FORECASTED RAIN. PAINTED BLUE OR WHITE T 1 _A TOP SECTION WITH FRAME MUST BE USED IF BOLT DOWN REQUIRED �-4"WIDE STRIPE 1� '1 77T7ipitA u• 16.FOR PROJECT REQUIRING COVERAGE UNDER THE CONSTRUCTION GENERAL PERMIT, NO PAINTED BLUE T#¢#1IIT�;�;¢id1 3" To ECTPI• KNOCK-OUTS 1 SPECIAL ATTENTION SHALL BE GIVEN TO PREPARATION AND INSTALLATION OF THE RAIN EVENT ® PARKIN 1 iH'T z4za O 6" zEo NONE ACTION PLAN(REAP)AS REQUIRED BASED ON SITE RISK LEVEL OR AS MANDATED BY THE WITHIN THE LOADING AND UNLOADING 40 v<" 35718" 41 2424 T72 12" 495 1 (4)6"z IV SEACCESS A SLE PAINT THE WORD SANTA ANA REGIONAL BOARD NPDES PERMIT,GENERAL PERMIT-CONSTRUCTION ACTIVITIES. 9.-0"MIN 9�80"� PERD ETAI 19 IIL "HIGH HEET3 LETTERS MIND 2424 T2a 24- as (4)9" K2" CHART 17.AT THE END OF EACH DAY OF CONSTRUCTION ACTIVITY,ALL CONSTRUCTION DEBRIS AND ACCESSIBLE WASTE MATERIALS SHALL BE COLLECTED AND PROPERLY DISPOSED OF IN COVERED TRASH STALL OR D RECYCLE BINS. L PER L I TE NIIED 8.THIS SITE AS OBTAINED A NATIONAL POLLUTION PREVENTION ELIMINATION SYSTEM BLE STALL N TIES: SYMBOON TIHIS SHEET l BOLT DOWN GE TES AND COVERS gREENOTT AVAILABLE FORA HIS SERIES AVAILABLE �^ �^ 2424 E6 6" 270 NONE WER " 34 1 PERMIT TO REGULATE MUNICIPAL AND INDUSTRIAL STORM WATER DISCHARGES. NPDES WDID# 833C401299 DATE WDID ISSUED: 7/24/2023 TYPICAL ADA PARKING STALLS EXTENSION SECTION�/ 19.THE UNDERSIGNED CIVIL ENGINEER,A QUALIFIED QSP AND/OR QSD WILL REVIEW 3SECTION ° • • z421 L12 12" 495 (4)6"zit" ` SCALE:N.T.S. 3636 E6 6" 525 NONE 2424 L18 18" 745 (4)9"z 12" PLACEMENT OF EROSION CONTROL AND INSURE THAT WORK IS IN ACCORDANCE WITH THE APPROVED 3636 E1z 12" 1050 NONE ■1n9En• 7 2424 L24 2d" Br0 (4)14"z 14" 0-• PRECAST ❑EST.196B 0 BOTTOM 24"x 24„ Jens n❑EST ISMS CATCH BASIN 8 SECTION _ KNOCK-OUTS ��� ln�/j�z�]J,� M CATCH BASIN 5 3636 B36 36" 2,23U (4)30"DIA. �� 2424 B30 36" 1595 (0)18"z 18• �� � 11-23-99 02-14-20 7474 B38 36" 1905 I4)18"z 18" CIVIL ENGINEERING 11-23-99 lii-ia-io 08/04/2023 3391Sorrentovalleyblvd.suite 12 1Sandiego,ca92121 �,� r//�J�I� y/��( BROOKS 3636 PRECAST CATCH BASIN BROOKS 24X24 PRECAST CATCH BASIN NAME RCE EXP DATE � Ap p 858.638.7277 waremalcomb.com &3 SCALE:N.T.S. SCALE:N.T.S. SEAL MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE APPROPRIATE CO DITIONS OFD VLO MENT AND/OR CITY E PREPARED SHEET2 YANDSTATE WARE Op MALCOMB - SAMUEL BELLOMIO DETAILS CITY OF LAKE ELSINORE LAWS AND HAVE BEEN FOUND ACCEPTABLE � 0.0FESS/oyq` 3911 SORRENTO VALLEY BLVD. #120 �Q �cHA E< ey SAN DIEGO, CA 92121 W� o�fm BENCHMARK: GRADING & IMPROVEMENT PLANS QF 10 O ND.90818 O AT.,34 INTERSECTION OF CHANEY ST.AND COLLIER SHEETS • j//(/j (/� 9/19/2023 `s 3 43' 34' F OF THE CENTERLINE INTERSECTION, FOR aL d 'F 43'N LY OF THE CENTERUNE OF COLLIER AVE., 77 08/04/2023 m o REMON HABIB, RCE No. 83156 DATE 71'E'LY OF THE CENTERDNE OF A CONCRETE MASON MOTORSPORTS FILE No. CITY ENGINEER SAMUEL BELLOMIO, RCE 90818 DATE sr clvlL �P DRIVEWAY,2'S'LY OF A STREET LAMP A qrF OF CA DATE: CHISELED SQUARE IN THE TOP OF CUFFB. CHANEY ST. & COLLIER AVE. q CITY OF LAKE ELSINORE EXPIRATION: DECEMBER 31, 2023 DATE: 2023-06-20 ELEVATION: 1286.66 USSF DATUM:KE CITY OF LAKE ELSINORE, CA 92530 23-279 ENG-2023-00282 SEE SPRINKLER PLANS FOR CONTINUATION 0 FINISHED FLOOR 2-WAY FIRE POST INDICATOR DEPT.CONNECTION VALVE ASSEMBLY W/TAMPER SWITCH cr;:'�• y, \ 1 PROVIDE CLEARANCE AROUND RISER 6"PIPE 6"INDICATOR POST PER NFPA-13 1' 1' o STORMWATER DOWNSPOUT i o � RISER ASSEMBLY $ FINISH GRADE \F REMOVE PORTION SHALL BE"ONE PIECE" OF BROW DITCH i o$ 5'-0" STAINLESS STEEL MIN. y �r\\� STARTING 5'OUTSIDE *NEI \\ \` BUILDING AND EXTENDING PROPOSEDSTORM PROPOSED STORM � ,,^ � ABOVE FINISHED FLOOR DRAIN PIPE DRAIN PIPE LANDSCAPE TEE IZE FIRE LINE FLOW CONCRETE TO BUILDING FROM LATERAL �y� N PROPOSED INSTALL \' PROPOSED BROW ROCK SPLASH PAD OR PRECAST PVC/DI THRUST ;\�\ k DITCH BROW DITCH REMOVE PORTION CONRETE SPLASH BLOCK 6"DUCTILE IRON 24" 24" ADAPTER BLOCK PROFILE PLAN OF BROW DITCH FIRE DEPARTMENT ASSEMBLY FIRE RISER DETAIL STORM DRAIN CONNECTION TO BROW DITCH SPLASH BLOCK DETAIL 10 IL SCALE:N.T.S. SCALE:N.T.S. SCALE:N.T.S. I I SCALE:N.T.S. PROPOSED RETAINING CURB *BASE®TOP 8'• (2)#5 HORIZ.REBAR, R=3/4"TYP. CONTINUOUS O O �^j O #5 VERT.REBAR®18"O.C., \ 3.00' OR PER ADJOINING P.C.C. OO O O O f PAVEMENT/SIDEWALK \ PROPOSED PERMEABLE �J E REBAR SPACING F ADJOINING P.C.C. Y CONCRETE PARKING o PAVEMENT OR SIDEWALK, SEAL ALL JOINTS AT e 36" ® ® O O A RS-1 TACK COAT AT I PERREBAR PAVEM®TUT/O.C.,OR� � SCREEN WALL PER 1.6" � 0.12 GAL./Sq.YD. MIN. OO O O O I SIDEWALK REBAR SPACING.ffi a LANDSCAPE PLANS 2.4" NOTES: FINISH GRADE 4 �� PLACE FILTER FABRIC BEHIND WEEP HOLE MAX. 0000 '-1 �'' IF A WALK CROSSES OR "CONCRETE ADDITIONAL$5 HORIZ. I \ P.C.C.CURB PAVING ^ REBAR,CONTIN.,FOR 11, 6"L 2.4"L ADJOINS A VEHICULAR `MIN. w \. MIN. MAX. WAY, AND THE WALKING \ \ \ \ \ \ CURB FACEEXPOSED 2"WEEP HOLE 0 /\/jai SURFACES ARE NOT \/\/\/\/\/\/ \ a \ \ \ SEPARATED BY CURBS, \//\//\//\//\//\/�/ 4'-6"OFF CENTER RAILINGS, OR OTHER \ \ \ \ \//z_ a <� %�\%\\%\\%�\%• ELEMENTS BETWEEN THE PEDESTRIAN AREAS AND \\\\\\\\\\ -- I'\ \\\\\\\\\\ 0.2" HEIGHT THE VEHICULAR AREAS, —J O TAPERED EDGES THE BOUNDARY BETWEEN \\/\\/\\/\\/\\/\\/ / " M \// NMERE EXPOSED THE AREAS SHALL BE //\//\//\//\//\// \ NATIVE SOIL COMPACTED DEFINED BY A CONTINOUS \\\\\\\\\\\\\\\\\\\\\\\\\\\\\�\\/�� TO 95R \ \ \ \ \ \ \ \ \ \ \\//\ \ \\� DETECTABLE WARNING \ \ \ \ \ \ \ \ \ \ \\�\\'��COM ACTED TO 95% \ \� WHICH IS 36" WIDE. TRUNCATED DOMES 13 RETAINING CURB DETAIL 14 CURB OPENING DETAIL WEEP HOLE SCALE:N.T.S. 1`� 1Y SCALE:N.T.S. SCALE:N.T.S. 1 J SCALE:N.T.S. 1 O < 12"X 24 REFLECTORIZED n 2,_0. SIGN. WHEEL CHAIR SHALL 5/8"DIA.DRILLED BE WHITE ON BLUE BACKGROUND a9 HOLES,FILL TOP WITH WITH"MINIMUM FINE$250" SEALANT. UNAUTHOALL LETTERING SHALL pcNn{iD GE BE A MINIMUM OF 1" 11 INCH HEIGHT TYPICAL .I B ylfa urswIc g, WITH 0.5"SPACING. i f NG / ion"% oisn ^� ��Y / / 5 18"MIN. #4 REBAR �i n xe ow�XIAX APPROPRIATE INFORMATION VAN ACCESSIBLE SIGN WITH WHITE 1-1 2" / 0� FLUSH WITH TOP OF owEd d E SHALL RI ADDED R SIGN. BEADED TEXT OR EQUAL ON BLUE / y WHEEL STOP _ BACKGROUND. WHERE OCCURS. e MnT.Ej TI sn�r FINISH GRADE/PAVEMENT f2SI / THE WORDS"NO PARKING" 6 I I e. 2"X 3"X 3/16"GALV. SHALL BE PAINTED IN THE STEEL TUBE AND PAINTED, LOADING AND UNLOADING AREA CAP TUBE END. ��n E / a� 2"X 3"X 3 16"GALV. `,E T WHITE LETTERS NO LESS / O THAN 305 MM(12 INCH)HIGH / FINISH GRADE/PAVEMENT o J STEEL TUBE AND PAINTED, M ON CONTRASTING BACKGROUND Do p_p^ CAP TUBE END. AND LOCATED SO THAT IT IS tiF.I ►`� VISIBLE TO TRAFFIC FINISH GRADE/PAVEMENT ENFORCEMENT OFFICIALS. a CONCRETE ASPHALT T� l� b .� LIII�II�IIII• .. 11- E CONCRETE FOOTING —III— p. -III—III. I— - CONCRETE FOOTING L1,-D"—I -III 1 ' "NO PARKING' PAVEMENT MARKINGS 19 PRECAST CONCRETE WHEELSTOP COLORS: — BORDER&LEGEND-BLACK MITERETROREFLECTIVE COLORS: SCALE:N.T.S. SCALE:N.T.S. BACKGROUND- BORDER& ( ) a BACKGROUND GEN MITE B(RETROREFLECTIVE) WARE Mt�LCOMB UNAUTHORIZED VEHICLE PARKING SIGN ACCESSIBLE SIGNAGE y/�� CIVIL ENGINEERING 3391 Sorrento valley bled.suite re. San b.co.ca 92121 SCALE:N.T.S. SCALE:N.T.S. p 858.638.7277 waremalcomb.com EN 123-00282 SEAL MARK REVISIONS APPR. DATE THESE APPROPRIAITE CONDITIONS OFS HAVE BEEN VD VELD MENTD FOR OAND/ORECITYHANDESTATE WAREARED BY:MALCOMB - SAMUEL BELLOMIO DETAILS CITY OF LAKE ELSINORE SHEET 3 LAWS AND HAVE BEEN FOUND ACCEPTABLE �oppOFESS/Opq 3911 SORRENTO VALLEY BLVD. #120 �P �c1u+Et Fy SAN DIEGO, CA 92121 W W� e��yA BENCHMARK: GRADING & IMPROVEMENT PLANS OF 10 Gam{ }I Np,gpglg p AT INTERSECTION OF CHANTY 5T.AND COWER SHEETS 9/19/2023 i� �c 3 AVE.,34'E'LY OF THE CENTERLINE INTERSECTION, FOR 08/04/2023 * S b* 43'N'LY OF THE CENTERUNE OF COLLIER AVE., EMON HABIB, RICE No. 83156 DATE 71'E'LY OF THE CENTERUNE OF A CONCRETE MASON MOTORSPORTS FILE No. CITY ENGINEER SAMUEL BELLOMIO, RICE 90818 DATE - clvl\. ��P DRIVEWAY,2'SLY OF A STREET LAMP A CITY OF LAKE ELSINORE EXPIRATION: DECEMBER 31, 2023 TFOFCA\.\Fb� ELESELEVATION sou ARE IN THE TOP of CUf{B. CHANTY ST. & COLLIER AVE. q DATE: 2023-06-20 ELEVATION: 1286.66 USSF DATUM: CITY OF LAKE ELSINORE, CA 92530 2J�Z�O LAKE ELSINORE LINE TABLE CURVE TABLE ROW LINE# BEARING DISTANCE CURVE# DELTA RADIUS LENGTH CHORD DIRECTION CHORD LENGTH L1 S43°44'45"W 14.54' C1 89°18'16" 23.91' 37.26' N88°18'54"E 33.60' 38.00, L2 N46°15'15"W 21.07' C2 90*00,001, 2.50' 3.93' N01°15'15'W 3.54' COLLIER AVE. L3 N43°44'45"E 1.00, C3 90,00,001, 2.50' 3.93' N88°44'45"E 3.54' 76.00' L4 S46°15'15"E 15.50, C4 90000,00" 2.50' 3.93' N01°15'15'W 3.54' EXISTING 14.00'EASEMENT TO SO.CAL.EDISON, L5 N43°44'45"E 45.06' C5 90,00,001, 2.50' 3.93' N88°44'45"E 3.54' EXISTING 14.00'EASEMENT TO SO.CAL. EXISTING 10.00'EASEMENT TO SO.CAL.EDISON, FOR OVERHEAD AND UNDERGROUND ELECTRIC EDISON,FOR OVERHEAD AND UNDERGROUND FOR OVERHEAD AND UNDERGROUND ELECTRIC AND COMMUNICATION SYSTEMS. L6 N46°15'15'W 13.50, C6 90*00,001, 2.50' 3.93' N01°15'15"W 3.54' ELECTRIC AND COMMUNICATION SYSTEMS. AND COMMUNICATION SYSTEMS. PROPOSED 12.00'DEDICATION FOR I L7 N43°44'45"E 1.00, C7 84'08'11" 2.64' 3.87' N88°44'45"E 3.54' _ SIGHT 38.00' COLLIER AVENUE PER DO o DISTANCE 93' N01*15'15'W ' s C20 o tO TRIANGLE s ss ss 55 ss ss es ss es- ROW . N061 o R - EX. • �_ y I L11 S43°44'45"W 1.00' C11 90°00'00" 2.50' 3.93' S88°4445"W 3.54' cri OH OH OH off off off OH o-Or EXISTING 1000'EASEMENT TO VALLEY o----------------------------- ---_a---_ --- DEVELOPMENT,INC.D.B.A.WARM SPRINGS - _ - -- - BUSINESS PARK FOR N PURPOSES _ -- L12 N46°15'15'W 1350' C12 90°00'00" 250' 393' N01°15'15'W 354' --_ ____-- -__ ---_ -__- -__--_ -- ------------- -- � L13 S43°4445"W 36.00' C13 90°00'00" 2.50' 3.93' S88°4445"W 3.54' .Y, PROPOSED 26.00'ACCESS EASEMENT PER Ll y .'�{g, PA }. PA 5'75'W •97' PROPOSED ROW Pp' RO SO4 20 08 W 20.54 C14 90 0000 16.00 25.13 S01 1515E 22.63 RECORDED DOCUMENT#2023-0142839 :(.+'` i' 5.00' ..r• E�•-Zt--_ . . � � � y _� � OO L15 N43°44'45 E 19.95, C15 89°59'50" 2.50' 3.93, S88°4445"W 3.54' I �.. C18 r \q0 I PA ,•, i +`�' L48 '_.rp �'.+�4`c:'? L16 N46°15'15'W 54.17' C16 90*00,001, 2.50' 3.93' S01°15'15"E 3.54' .'V.i•T'.. ' + o.. 18.00'".G;. 19 �p \\I ':; L17 S43°4445"W 15.51, C17 90*00,001, 2.50' 3.93, S88°4445"W 3.54' o }; J '('• o y., 1 s I L18 N46°15'15'W 3.83' C18 90°00'00" 2.50' 3.93' S01°15'15'E 3.54' PARCEL 6 L19 N43°44'45"E 15.50'P.M.31901 > ''I,^ • o ' 'Iva C19 89°5T41" 12.00' 18.84' S88°43'36"W 16.96' BK.215,PGS.14-15 ' L ( ) o '��>�:•�,^::.' F L20 N46°1T18"W 23.26' C20 89°43'47" 12.00' 18.79' N01°07'08'W 16.93' '10.00'.`. •'{'• `.;'. . l0 3 �" L21 S88°44'45"W 5.29' ' •• 6.00' N C21 34°52'36" 20.00' 12.17' N28°48'S6"W 11.99, I'!• }• s '' "18.00''r. 13 W L22 N01°15'15"W 5.29' C22 55°10'14" 6.00, 5.78' N16°12'31"E 5.56' PA !' �' • PA iv - L23 N46°15'15"W 28.51' C23 34°56'04" 20.00' 12.19' 863°45'45"E 12.01' 0 a PROPOSED o;r T y L24 S88 4445 W 5.29' C24 55°12'58" 6.00' 5.78' N71°09'44"E 5.56' ! a:::::<:::u .'..:'i,.; .'•'�. :' `t` ''•`:;:';�°�a BUILDING to '. EXISTING 4.00'EASEMENT TO SO.CAL.EDISON, L25 N01°15'15"W 5.29' FF=1279.00 I FOR STUB POLES,ANCHORS,GUY WIRES. L26 N46°13'11"W 23.26' L27 S43°4445"W 13.51' L28 N46°15'15"W 1.00, '.y,:.:.r:.>._„'",. .?• CO EXISTING 10.00'EASEMENT AS •"i•.!G17 SHOWN ON PARCEL MAP NO.21297 : ':_::}'%:;;:.. ..r PA r - lL L29 N43°44'45"E 13.51, FOR DRAINAGE FOR POLE LINE, >•'.''• '�t ! �7 z DRAINAGE AND INCIDENTAL 10.00' li�•:Cte ti �,"Y44 ROW Q L30 N46°17'18'W 23.26' PURPOSES.. 'C4.. EXISTING EASEMENT TO SO.CAL.EDISON,FOR I 2 T L31 S88°4445"W 5.29' '`F' OVERHEAD AND UNDERGROUND ELECTRIC ROW U N J •• PARCEL 27 AND COMMUNICATION SYSTEMS. L32 N01°15'15'W 5.29' P.M.2129 (BK.135,PGS.57-59) 50.00' 50.00' L33 N46°15'15'W 28.51' 1YJJ 0'� L34 S88°4445"W 5.29' I 6.00' m L35 N01°15'15"W 5.29' Z 1 L52 Y ` 30.00' .' •" L36 N46°13'11'W 23.26' PARCEL 3 '`<?: ::f':`.:<i?i.. .:. P.M.31901 '..C15>~ ••`��..:i,: �� "k \ I' "�•' `"'>. S •r•.. 12.00' 38.00 L37 S43°4445"W 75.50' (BK.215,PGS.14-15) <:'':[:`<t;iy.:'`' ..z 1 _ 'y.. ,+•t > ,'• 'ice I PA L38 N46°15'15'W 11.24' Y r • >..• PA : > .•,>. . �•,>.. _ .K ROW j .�: ,Y. •y... •.*� C24 L39 S43°46'15"W 18.48' .. :: .. ..•. PROPERTY LINE !r� > > ' L40 N46°16'51'W 817' •>' r '> �' '18.52' L41 N43°44'45"E 1.00, "." .. ,' > ,>• r• ., SIGHT L42 S46°15'15"E 15.50' :. r !.a•. ' �-. o�•. DISTANCE ' >:. i' I c �''• •� .. _ .>'. TRIANGLE ••> ��� ��•�' :i'�� '�>' �� •10 I'i L43 N43°44'45"E 45.00' '. ;. , .. i. d. ! e: M,. .:::�..::::::;.�:;.:�.::: .•a... ,.r. ... '> r.. �> •�'. . i.'. '>. ..4.. i I' I L44 N46°15'15"W 13.50' 1 L14 �, :ki�9.00, C9 0�0.• '' •9.00'.� r'.�'• + C13. L45 N43°44'45"E 1.00, -. { + S�. •' L38 ° „ , PA ,y' 1 I > L46 S46 1515E 13.50 r m • �. L47 N43°44'45"E 76.00' m Ii t 3Z C22 m, i.. n•-.... i .. .?.... ., i »;.. 3 L48 N46°15'15'W 15.50' \ PA I I _ __ _ _ L16 PA L20 L23 L26 PA L30 L33 136 L49 N43°44'45"E 24.93' Will 294.06' G''" L50 S43°47'02"W 7.00' PROPERTY LINE ROW 100.00, L51 S46°17'43"E 12.52' PARCEL 25 PARCEL 27 P.M.21297 P.M.21297 L52 S43°42'25"W 21.44' (BK.135,PGS.57-59) (BK.135,PIGS.57-59) L53 N43°43'46"E 130.93. L54 N46°17'33"W 205.41' SITE NOTES 1. CONTRACTOR TO FIELD-VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES. ENGINEER WILL NOT BE LIABLE FOR ANY COSTS ASSOCIATED WITH CHANGES TO THE DESIGN WITHOUT PROPER NOTIFICATION. 2. SEE COVER SHEET FOR BENCHMARK,BASIS OF BEARINGS,AND SURVEY INFORMATION. 3. DIMENSIONS ARE TO FLOWLINE/BOTTOM OF CURB AND BUILDING FACE UNLESS OTHERWISE NOTED. WARE MALCOMB 4. PAVEMENT THICKNESS AND DESIGN ARE PER THE GEOTECHNICAL REPORT. I� S/��C / CIVIL ENGINEERING 5. ACCESSIBLE CURB RAMPS SHALL BE CONSTRUCTED WITH DETECTIBLE �(� V/ /O/ 0 10 20 40 WARNING PADS IF REQUIRED BY LOCAL CRITERIA. !!! 6. CONTRACTOR SHALL REMOVE AND REPLACE CURB,GUTTER,PAVING, 3391 sorrento valley blvd.suite 120 san diego,ca 92121 LANDSCAPE,AND ANY OTHER ITEMS DAMAGED DURING CONSTRUCTION. p 858.638.7277 waremalcomb.com SCALE:1"= 20' SEAL MARK REVISIONS APPR. DATE APPROPRIATHESE ITE CONDITIONS OFS HAVE BEEN VD VELD MENTD FOR OAND/ORECITYHANDESTATE WAREARED BY.MALCOMB - SAMUEL BELLOMIO HORIZONTAL CONTROL PLAN CITY OF LAKE ELSINORE SHEET 4 LAWS AND HAVE BEEN FOUND ACCEPTABLE �oQpOFESS1 3911 SORRENTO VALLEY BLVD. #120 vP �c1u+Et Fy SAN DIEGO, CA 92121 W W� e��yA BENCHMARK: GRADING & IMPROVEMENT PLANS of 10 * 9 }I Np,gpglg -1 AT INTERSECTION OF CHANTY 5T.AND COWER SHEETS ��,f/1 (/� 9/19/2023 �c 3 AVE.,34' F T OF THE CENTERLINE INTERSECTION, FOR 08/04/2023 s o'� SCALE: 1: 20 43'N'LY OF THE CENTERLNE OF COLLIER AVE.. EMON HABIB, RCE No. 83156 DATE 71'E'LY OF THE CENTERUNE OF A CONCRETE MASON MOTORSPORTS FILE No. CITY ENGINEER SAMUEL BELLOMIO, RCE 90818 DATE srq crvtL ��P DRIVEWAY,2'SLY OF A STREET LAMP A CITY OF LAKE ELSINORE EXPIRATION: DECEMBER 31, 2023 TFOFCALIFO� CHISELED sou ARE IN THE TOP OF CUf{B. CHANTY ST. & COLLIER AVE. q DATE: 2023-06-20 ELEVATION: 1286.66 USSF DATUM: CITY OF LAKE ELSINORE, CA 92530 2J�2�7 LAKE ELSINORE CONSTRUCTION NOTES I I 1s :. 1za1.744 7 FL rc o : 01 6"CURB PER CITY OF LAKE ELSINORE STD.DETAIL 202 1280.� 4 02 ADAACCESSIBLE CURB RAMP PER DETAIL 3,SHEET 2 a 1279.00�FL O"CURB 03 RETAINING CURB PER DETAIL 14,SHEET 3 D I' p0"CURB N I ��i 1280.64 FL -WM WM WM WM WM WM WM WMWM i-F�WM JVMWM WMW1A WMWM WMINM WMWM- O .> 1279.09 FS TI CONCRETE DRIVEWAY PER CITY OF LAKE ELSINORE STD D 4'I' p RRR o 0 04 DETAIL 118B COLLIER AVE OS HEAVY DUTY 7.5"PCC PAVING PER GEOTECH REPORT SEE DETAIL C THIS SHEET - % / +•:•' O6 6.5"PCC PAVING PER GEOTECH REPORT PERMEABLE CONCRETE W/CONCRETE EDGE RESTRAINTS � > � 1280.01 TW \ \ \ \ \ (1285.27 TC) PER DETAIL 6,SHEET 2 p 1280.01 BW > 1280.36 FS V A 1284.5 TC . g PROPOSED ROW 1281.09 TC 1282.19 TC (1284.77 FL) I• I• I• I• I• _\\ _ OS \ \ 1284.57 FL �/1? 08 CONCRETE WALK PER CITY OF ELSINORE STD.DETAIL 210 .......... \ OS 1280.42 FL 1281.52 FL MATCH EX 88 \ o EX$°VCP-DWG#345 48 a .p Ea_ow p �- 3.8 SS 55 SS ss SS SS SS SS 28 SS S SS 26 SS SS S- -SS SS S SS 5S SS 1280.02 TC' 8.0% 1280 27 FL EX.ROW ADA ACCESSIBLE PARKING&SIGNAGE.SEE DETAIL 3 ON m >. e \ 09 SHEET 2 FOR FURTHER INFORMATION c° 0 1279.52 FS > 3 _. --__ --- - - 00 CURB m 1280.59 FS - --- ---- s........ _ :�::•�.. :.D 1278.89 FS12 � °SO4°2 ' 8"W 20.54' 80.09 TC p 1280.93 TC I. 1279.59 FS 1280.43 FS P TRASH ENCLOSURE PER ARCHITECTURAL PLAN e a; - - wiz I A 84T - - 2 -I- - s 1285.26 FS''A �^ 128t.18 FS 1282.27 FS'} �-s OIHTH"` 0 H 1279.05 FS„y OH^, °�' Oh rl ,ON Y OH-t283 OH OH OH OH D D > I - BMP-2"' rt4 11 PROPOSED BOLLARD PER ARCHITECTURAL PLAN c� e > I- e. -\ �° 17 \ EX.SIDEWALK TO N43°43'18"E 232.56' _ � h---�--- -- REMAIN,PROTECT IN o e > 280.9T_tZaj __ _ 12 PROPOSED GATE PER ARCHITECTURAL PLAN e n I D ? p° W E . I QPLAC � eSCURB OPENING PER DETAIL I5,SHEET 3. 1284.57 TC �,,. HEX.FS)\ (1284.57 FL) SCREEN WALL PER ARCHITECTURAL PLAN.INSTALL WEEP 01 �>� ' I` 1278.00 TG F� F-. .. _y. J 14 . 1279.81 TC 1 ° . D!. \\ sMATCH EX. HOLES THROUGH SCREEN WALL PER DETAIL 16,SHEET 3 e 3 D 1279.31 FS 27.87 F TRANSFORMER PER ARCHITECTURAL PLAN FS �1279.87 9 7 >p '. I 78 74 e 1 1278.72 FL � .3 TC • � ! 12 S 280.03 FS b• 1°+:r j::02 »`�F 1278.90 FL \ 23 \ 2.5% I y 5 % D. 2.0°° D 1279.64 FL .; 1276.59 FS g'1ak �.23 L.. I \�,1°'w D �> ° .0 .5% m 16 EXISTING CURB INLET TO REMAIN.PROTECT IN PLACE _ �. .- = - - r----------------- HP 1278.49 FL a" 1 1278.31 FL �� 17 EXISTING POWERPOLE TO REMAIN.PROTECT IN PLACE ro • '�.'I .05 mtr>;.;.i' \ \ 1278.21 FL \ U m O/lpBgJ` --•-� .1279.22 FS'.P - -_�---- 1279e.73 FS PARCEL 5 _ +- ! ,I , ',.I. 09 : r I \ , 1 1279.72.F ..' N (• ,l \ y 17 a a 18 EXISTING LIGHT TO REMAIN.ADJUST TO GRADE P.M.31901 - m,_, '•'N' y .1279.60 TC BK.215,PGS.14-15 :•' "':} �o. 31°...•: > :::'.'.''..' \ 1278.05 TG \ \ 3„ > o ( ) 41276.07 TC. :�.'S. :��... I \ I >5 O .. !' r . •.I '•03 '°� "' \ 1283.49 FS I k EXISTING SIGN TO REMAIN.PROTECT IN PLACE ., D 1279.10 FS o ea . 19 E r - �•. '- I ¢ ;. .t. _-\-----_-\ \ ° .-`: \ W I 1279.88 TC 1275 57 FS " 01 _ (y278 \ - \ 1282.74 FL _ AIL - 4:1 n9 1283.41 TC'k 1279.38 FS Ip... \ 1275.62 FS I, - -)'° -_ {{ PROPOSED RETAINING WALL PER STRUCTURAL PLANS 'MATCH EX. > .. 1277 39 TC■y ) _ \\ � \ 20 P T o EX.FH EX.FH "'` 1276 89 FS L.:"- DF, - _ ROW DITCH PER STORM DRAIN&UTILITY PLAN ON SHEET 6 G <. h TO REMAIN L oa 2t B N I ' � �27sU2 B 03 21 1275.60 TC I y277.60 TO O6 \ \ ' ` \ o may» 22 ENERGY DISSIPATOR PER STORM DRAIN&UTILITY PLAN ON AIwm I 1274.60 FL' ;,, I, .- °.. :. `r \ \ N :'n ro ro N SHEET6 _ • e: ° 775511. 8 TO REM .'�9 N N NI S43°42'17"W 204.61' r4 iz7s.E1 rc :: 1277.10 FS t, ,,•L,g; I° �. \ o\ •- N . GRADED SWALE PER STORM DRAIN&UTILITY PLAN ON SHEET 1279.56 TC ` .. j ( ,ra... ;•�.,: 1 I .��' 23 1279.06 FS (1279.90 FS) 1279.15 FL SEE DETAIL A THIS SHEET \ I I r y° O 6 MATCH EX. AMATCH EX. >:(2 1) ;::< PROPOSED \ 2s�1'° \ 1278.40 FL 1282.61 FS iTS \ 24 NO TRESPASSING SIGN PER DETAIL 17,SHEET 3 \ >:;'. ! o z7a.za rc BUILDING DETAIL B °,',� 1277.78 FS .r 9 L FF='I 2�9.0C' \ 23 17 1281.86 FL 25 SCALE:1"= 10' t 1274.36 FL _ - AND CURB&GUTTER TO REMAIN. .6 i I 7.00 TC�`.� ,1277.91 TC.. ° ,. .I j rr {1276.50 FS) ...1277.41 FS I. E7.0 - II 1\ �i _ `y;: S 2 (_`\ \ I PROTECT IN PLACE 26 TYPE 8 INTEGRAL CURB AND GUTTER PER CITY OF LAKE \ S e' 1278.80 TG _ 'r'..' PROPERTY "' 1276.87 TCt ';- I > 3 \ = ELSINORE STD.DETAIL 201 _ 1 ..:!:ir.k;';.. \ I .:, 1275.101E IN LINE. " 1276.37 FS','N� 1278.25 TC o r \ , 1--� \ \ 1281.82 TC U CONCRETE DRIVEWAY PER CITY OF LAKE ELSINORE STD. p��7�� 27 1274.60 IE OUT 1278.a7 FS «I: 4a`- " \ 1281.86 FS :.:,;.:. 1281.15 F_L DETAIL 118A •. 1278.92 FS °.1277.75 FS of,. 7.2% \ N ;.,,. ........... •' ;is 28 EXISTING TRAFFIC SIGNAL TO REMAIN.PROTECT IN PLACE t� g0 1278.79 FS _" 1279.00 FS, 1276.92 TC '+ > \ \ 26 Pf 1278.89 TC m 7:t /i 127s.az FS '> 05 - os 01 } \ SEE DETAIL B THIS SHEET I\ I. 1278.3s FS \ :D 9°1° ,•.\', a \ I a NOTE 1278.80Tc o -- ..I ,'• ° ''. 1277.97 TC 1278.71 TG \ �� FVf 1278.30 FS 1278.73 TC'1z0% 1278.94 1274.09 FL ?: \-•.7>. .')277.47 FS v\ I •r N 1. UTILITIES SHOWN FOR REFERENCE ONLY ON THIS SHEET.REFER J. FS - \ F f: 3 1278278 31 FS o I • \ \ TO STORM DRAIN&UTILITY PLAN ON SHEET 6. �': d;1Y/g, 1278.77 FS 1 D r >1276.45 TC­' 07 C��\1277.67 TC 2.0% o 1 •` I I 1278.12 FS 1275.95 FS 1277.17 FS. I. _ m 4.% E- _ _ t�: 1 \ 01 e.1 \ .•ar •I.' .>� ., r•,.:..4 y�, :�.f ■ :,\ .: :9 ��..' \ -e .I" - -- -�---- I,• 1277.58 TC•'. I '��� "� oz, > r :,�>.•: .: . > 1.. � ,0"CURB. �- 1277.08 FS '?"' •�i o `- D 1278.88 TC-o.� �. ". '1278.64 FSkrp>N � ',•' c .., \�I ss SS Ss SS SSSS SS SS T4 4 y1278.29 FS 'J • Y , T,' .r .' 1. ''I,03•' : y.. : I S SS 127637 TC °!.r' 1278.38 FS m rn \. \'� 1277.74 FL 1278.75 TC 07 • 1276.46 TC' BMP-3 "OS \ ( ) c\ 26 3. 1275.87 FS MATCH EX. 1277.91 FL 1278.06 FL 1278.25 FL PARCEL 3 � .�1275.96 FS�♦ 1278.50 RIM'' `. 1 �. I' s 27 � PA w^ I _ � I FF � � 'I'. .,.�'' I� i I � •.1278.04FS.1.1%•`'° rn , a��,sr'I..' I: 38.48'?.� �,d.�•,� ;> ..I'• 3 v P.M.31901 i; '1278.88 TC .> `:I� . i'- '•>: �.I 2s - -- ---- OLL 21 ;6 % r .°•'• �.�. �':. 0"CURB .•.,�' a A .. 'y •4.8°/n 1278.56 TC.'. 9 .> _ Ero. - -_--- a a i (BK.2>5,PGS.14-15) ��, ;Y' 1278.38 FS.''>.' .1. ' :•t'• �' ,.�s�: pmy 11 •,m ••: \ - ---- --- - "Ic. m - .> �' 1278.24 FS.�e O 11 -:.::. o.: .. - :. \ :. 2. o- . . :•; ,• '> V;r, `J' ! i + > 1275.45 FS_ 1 1277.95 FS i 1273.78 FL 1 a .'Y.:. \.. ..•, y .. .° �'• •' 04 a .. .I.N °° .. S .. :. ..>•,^ D DI a > . II> p. rn•:. "01 16 24 1278 82 FSr.'_,. l.; I..' L�,!r .. .. Y 1278.75 TC e > ': 1278.02 TC �'.. ..r.. .. .. I.�. •12'• :.1} 0"CURB 1275.88 TC 1276.07 TC, D -' 127.2 F ^ a \:.i.. �• -1 1275.38 FS * 8 5 S' _ - - . .. :,1277.52 FS' '>'.\ : _', 06 I.' ".. ••!. `. 1278.80 TC O6. > I EX.ROW_ or B •�1278.15 FS 1275.38 FS I :: ,. ° .. 1275.57FS.' . \:: \. 11 � .> ,.I. 1279.17 TC '11 •.' '..\I I I ..• s°.•, ..1278.07 TC 1278.30 FS. \ 0"CURBD 0"CURBL 'I••''' - 1276.13 TC '° 1277.99 TC' (' 1273.36 FL 1 ..p� )-�: �. • ' I H OH H. 1278.40. 'O OH-1278.63 FS OH '- >'•...:' 3 36 1275.63 FS'x 1277.49 FS 1277.57 FS y. 1278.41 TC 1278.69 TC' .''0.7:/ : 0'.7%\.: gl3 I .0 1277.90 FS 1" 1273.65 FL 13 _: .^':.:°•,w':0.7%: 1277.91 FS 1278.19 FS ...,.`.:,'•" �.:`.?;{:;..;;... ,, / - .i:n •, ">' 3 1278.53 FS \ p 1279.19 TC' 1278.91 FS� 0"CURB I .:1276.15 TC 1279.27 TC.',:; ;:,'.;. v_. %�t ��P. ...r.•:..' . WFS .> --- .� 1278.99TC: 4 .. '.: .� 3'!' 127 4 T 01 2 21 0.8% °1275,65 FS .r:}:r.F,.,...: - 8.9 C�/ 78.78 TC "'1279.21 TC'�'"b>•:'i :•1278.77 9.50 7 0 ,. ��- - - - ----- 1279.56 TC Y N I > \ � 1278 69 FS ��:.1278.10 FS.'. \I •. 127E 24 TC •� j .. \ 1279.49 FS 17 �I 0"CURB 7 0 � 07 "`t'. x1277.99 FS3, •'' 1278.71 FS' '-:1279.50 TC i.� 1279.06 FS (�2� p _ -(L-1279.17 TC ems_-- 1 - --- 1273.39FL 2)S,. li, 1276.61 TC •.. 127774 FS.. . ,.1278.28 FS ,, �---I --�- - I 1278.03 FS''' 1i% 24 1279.00 FS \ 1278.67 FS .ar`.1276.11 2.7% "08iD/:.:. :. r .8°1a`.n�! O'Z#°lb '..j .: 08 �: V. y.4 14 ,x; I - e - (- v:. .:. r:» .;1, 3 % I ��-PROPOSED ROW --aGB_ 01 a >? 1 3�_ ?8 1 .. � -1279.36 TC-- .. •. 22 0 1279 06 I rt---- - -ri ,}�>.127781 FS.,.' I» 12j 1276-oi 1277•• I I r t I 1 1279.02 TC \ 1' JI`, 1279.22TC _'.,'•,,, Y V 1275.65 TC 20 1277.71 TC \ 1278:43 TC 1278.72 TC 01 r 4 D Z\ �1 a r•,. 1... 1272.92 FS 11-\ 5 1278.52 FS 15 \ 1279.04 TC e �.� I 4' •; 1278.54 FS 1278.72 FS - 11274.65 FL 1277.21 FS 1278.22 FS _ I '/� I �\ 1277.93 FS GB GB G� PROPERTY MATCH EX. I 1 'N� 1278.98 TC �- EX.FH d \ 10.4 d v h 14 J LINE 14 o >/ .\.... 1_ 6„CURB .. r. ro n m 1278.48 FS TO REMAIN �' 1 f- 1 S46°16'05"E 294.06 �, I I a I II FT �� \\I D C•. D. 1277.96 FS. pose 1278.48 TC � . Q m S - A{ >e PARCEL 25 I 1 \s D a I I �I ., ..\ 4 1277.98 FS P.M.21297 PARCEL 27 (BK.135,PGS.57-59) '� P.M.21297 (BK.735,PGS.57-59) I \ GRADING NOTES DETAIL C DETAIL A I SCALE:1"= 10' SCALE:1"=10' I 1. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES WITH THE ELEVATIONS SHOWN ON THE PLANS. ENGINEER WILL NOT BE LIABLE FOR ANY COSTS ASSOCIATED WITH CHANGES TO THE DESIGN WITHOUT PROPER NOTIFICATION. 2. SEE COVER SHEET FOR BENCHMARK,BASIS OF BEARINGS,AND SURVEY INFORMATION. 3. ELEVATIONS ARE PER THE SURVEY DATUM,NOT PER ARCHITECTURAL FLOOR ELEVATIONS. 4. ELEVATIONS ARE AT FINISHED SURFACE UNLESS OTHERWISE NOTED. 5. EXISTING UTILITY STRUCTURES TO BE ADJUSTED AS NECESSARY FOR PROPOSED GRADING. WARE Mz�LC OMB 6. SIDEWALKS AND LANDINGS SHALL BE 2%MAX CROSS-SLOPE TOWARD ROADS,DRIVE LANES,AND PARKING AREAS UNLESS OTHERWISE NOTED. 7. ACCESSIBLE PARKING STALLS AND LOADING AREAS TO BE 2%MAX SLOPE IN ANY DIRECTION. CIVIL ENGINEERING o 10 20 40 8. REFER TO THE GEOTECH REPORT FOR GROUNDWATER ELEVATIONS. /o/L� I/ �/+•�� / //n 9. GRADING OF LANDSCAPED AREAS AROUND BUILDINGS TO COMPLY WITH GEOTECH.REPORT. I �f/{/ �✓ ✓/ /D/ L►'� 3391 Sorrento valley blvd.suite 120 San diego,ca 92121 10. PEDESTRIAN GUARDRAILS TO BE INSTALLED WHERE REQUIRED BY LOCAL,STATE,OR FEDERAL p 858.638.7277 waremalcomb.com SCALE:1"= 20' REQUIREMENTS.RE:ARCHITECTURAULANDSCAPE PLANS. SEAL MARK REVISIONS APPR. DATE APPROPRIATHESE ITE CONDITIONS OFS HAVE BEENVD VELD MENTD FORO AND/ORECITYHANDESTATE WAREARED MALCOMB - SAMUEL BELLOMIO GRADING PLAN CITY OF LAKE ELSINORE SHEETS LAWS AND HAVE BEEN FOUND ACCEPTABLE �oQpOFESS/Opq 3911 SORRENTO VALLEY BLVD. #120 �Q vcw+Et Fy SAN DIEGO, CA 92121 W W� e��yA BENCHMARK: GRADING & IMPROVEMENT PLANS OF 10 C{7 }I Np,gpglg p AT INTERSECTION OF CHANTY ST.AND COWER SHEETS 9/19/2023 �c 3 43'' 34' OF THE CENTERLINE INTERSECTION FOR s o SCALE: 1: 20 43'N'LY OFF THE HE CENTERUNE OF COLLIER AVE., 08/04/2023 EMON HABIB, RCE No. 83156 DATE 71'E'LY OF THE CENTERLNE OF A CONCRETE MASON MOTORSPORTS FILE No. CITY ENGINEER SAMUEL BELLOMIO, RCE 90818 DATE srq cIv1L ��a, DRIVEWAY,2'S•LY OF A STREET LAMP A CITY OF LAKE ELSINORE EXPIRATION: DECEMBER 31, 2023 TFOFCALtFbW CHISELED sou ARE IN THE TOP of cuF{B. CHANTY ST. & COLLIER AVE. DATE: 2023-06-20 ELEVATION: 1286.66 USSF DATUM: CITY LAKE ELSINORE, CA 92530 23-282 LAKE ELSINOREOF STORM WATER CONSTRUCTION NOTES WM NOTES:UTILITY 01 MAXWELL DRYWELL,STORAGE PIPES AND OVERFLOW STRUCTURE 1. CONTRACTOR SHALL VERIFY THE ELEVATION PER DETAILS ON SHEET 7 OF ALL EXISTING UTILITIES WHERE NEW 0 02 CONNECT EXISTING STORM LINE TO NEW CATCH BASIN GRADING OR UTILITY WORK WILL OCCUR AND NOTIFY THE ENGINEER OF ANY EX.10"STL-DWG#142 03 36"HDPE STORAGE PIPE PER DETAIL ON SHEET 7 DISCREPANCIES OR CONFLICTS. ENGINEER WM WM W WM WM WM WM WM WM}j<F�WM WM WM WM WM WM WM WM WM WM WM WM WM INM WM WM WM WM WM WILL NOT BE LIABLE FOR ANY COSTS T T BROOKS 3636 PRECAST CONCRETE CATCH BASIN PER DETAIL 7, ASSOCIATED WITH CHANGES TO THE DESIGN PROPOSED 2" 04 SHEET 2.INSTALL TRASH CAPTURE BMP PER DETAIL 19&20 ON WITHOUT PROPER NOTIFICATION. IRRIGATION SERVICE c 3 2. SEE COVER SHEET FOR BENCHMARK,BASIS OF SHEET 8 COLLIER AVE. BEARINGS,AND SURVEY INFORMATION. _ _ _ _ _ _ _ _ _ DURASLOPE TRENCH DRAIN SYSTEM W/HS-20 TRAFFIC RATED GRATE 3. PROPOSED DRY UTILITIES ARE SHOWN FOR 05 PER DETAIL 4,SHEET 2.INSTALL TRASH CAPTURE BMP PER DETAIL ON REFERENCE ONLY. REFER TO PLANS BY 1"IRRIGATION METER& o SHEET 8 UTILITY PROVIDERS AND/OR MEP. BFP LANDSCAPE PLANS c W 3 4. EXISTING UTILITY STRUCTURES TO BE o O PROPOSED ROW EX.SEWER MANHOLE O ADJUSTED AS NECESSARY FOR PROPOSED SS1 IE=1270.04 06 DEMO EXISTING STORM DRAIN N N 12.00'DEDICATION FOR COLLIER AVENUE (RIM=1285.87) 16 EX.CURB INLET rc 'a - PER DOC# (IE=1265.95) GRADING. 07 ROOF DRAIN CONNECTION PER PLUMBING PLANS (FL:1277.70)� - � � � 5. REFER TO THE GEOTECH REPORT FOR 3 EX.8"VCP-DWG#3qq M GROUNDWATER ELEVATIONS. ss S S SS Ss 55 Ss SS SS s= 5S Ss SS SSA SS SS SS Ss SS Ss SS SS SS 08 V WIDE 3/4"ROCK LINED SWALE 6. ALL WORK IN THE PUBLIC RIGHT-OF-WAY'TO BE ROW - _ ______ DONE PER IMPROVEMENT PLANS AND 9LA.ROW 09 BROW DITCH PER DETAIL 5,SHEET 2 ASSOCIATED ENCROACHMENT PERMIT. ROCK ENERGY DISSIPATOR PER RIVERSIDE COUNTY FLOOD CONTROL OH I H t o off w 0 off off off off nH off off-o-OH off Y o� off--OH off off 1° STD DWG#JS233 FIRE SERVICE NOTE IE:1275.46 VV TG:1278.000 c \ O6 - -SS3 SSCO RIM:1278.94 3 IE:1274.50 _------_ -S46-W ---------\_ - 11 24"HOPE STORAGE PIPE PER DETAIL ON SHEET 7 1. FOR REFERENCE ONLY.UNDERGROUND FIRE _ INVERT:1270.44- --_ - - _ --- -_ ---- 15 ---------�-------------------- -- � m SERVICE SHALL BEADEFERRED SUBMITTAL. \ S0�20'08" 20.54' BROOKS 2424 PRECAST CONCRETE CATCH BASIN PER DETAIL 8, ANY APPROVAL OF THIS GRADING PLAN DOES ---- 4 ---- SD SD SD SD S0�SD SD-SD 12 SHEET 2.INSTALL TRASH CAPTURE BMP PER DETAIL 18&19 ON NOT CONSTITUTE AN APPROVAL OF ANY FIRE N43°43'18"E232.56' 5 m a IE:1276.06J Y� O 11 ,. 14 ,,. "`JJJ N SHEET 8 SERVICE WATER SUPPLY,UNDERGROUND,OR '- 04 IE:1274.72 �_...�_.. �_... ... ... ... .. \ EQUIPMENT. CONNECT 12"PVC STORM DRAIN PIPE TO NEW BROW DITCH PER 111 OS pg \ IE:1276.30 3 � 13 2. UNDERGROUND FIRE SERVICE PIPING SHALL BE I „� DETAIL 11,SHEET 3 / SS2 BMP-2 DRYWELL 01 y \ 18.89' C-900IN ACCORDANCE WITH 2016 O' y RIM:1279.00 W �p \\1 14 ROOF DRAIN SPLASH BLOCK CONNECTION PER PLUMBING PLANS IE:1274.50 J- �-- - ---------------------- � ti \ 3� �Z' 15 DEMO EXISTING STORM DRAIN 6 � `� ❑ N yO j Q 16 ADJUST EXISTING CURB INLET TO GRADE r(�TTRENC_H DRAIN \�SO SS4 12 TG:1278.05 3 N TG:1275.57 11 --- -- IE:1276.55 IE:1275.07 ral _ SS3 SSCO SS2 IE=1271.50 IE=1271.22 30.65' o 1 W FIRE SERVICE KEY NOTES a 1 CONNECT TO EXISTING 12"WATER MAIN W/6"X 12"TEE, °. / I ® CONCRETE THRUST BLOCK,6"GATE VALVE,AND GATE WELL 00 se; 31.06' EX.FH 1 e; a1 3 © 6"AWWA PVC C-900 DR18 PRIVATE FIRE 19.35' y 0 NEW 6"FIRE SERVICE PER EVMWD STD.DETAIL W-23 i PROPOSED to W ® PRIVATE 6"X 6"TEE AND CONSTRUCT THRUST BLOCK 1 BUILDING r 08 3 Q !o FF=1279.00' ROW Z ." 1-- V I 5 IN-BUILDING RISER DETAIL 10,SHEET 3 PROPERTY LINE FDC PER DETAIL 9,SHEET 3 V43 SS PIV PER DETAIL 9,SHEET 3 !j 20 22 DOMESTIC WATER SERVICE KEY NOTES e j 21 3 W1 PROVIDE NEW 2"DOMESTIC WATER SERVICE PER EVMWD STD. 19 DETAIL W-10 I W ® 2"WATER METER AND 2"REDUCED PRESSURE BACKFLOW 1 I 1 04 TG:1278.54 7 17 M� W PREVENTOR PER EVMWD STD.DETAIL W-21A AND W-21B 09 I IE:1274.00 p7 1 3 ®W CAP END FOR CONNECTION BY BUILDING PLUMBER I I g' I m o l ! 1 F- SANITARY SEWER KEY NOTES 1 03 8 r-11 6 1 3 SS1 CONNECT TO EXISTING SANITARY SEWER I I L_J 0 SS2 4"PVC SDR-35 PRIVATE SANITARY SEWER 11 3 93 SANITARY CLEANOUT PER EVMWD STD.DETAIL S-12 I BMP-3 DRYWELL 01 100.00' SS 1 RIM:1278.50 L o 4 CAP END FOR CONNECTION BY BUILDING PLUMBER IE:1274.00 l 1 3 50'00'm 50.00' 11 1 1 0 1 j 30.65' STORM DRAIN DATA TABLE I 13 3 19.37'- PIPE# SIZE LENGTH SLOPE DESCRIPTION 0910 6" 24.9' 1.0% PVC STORM IE:1273.32 1 02 6" 22.2' 1.0% PVC STORM 3 1 30 6" 127.0' 1.2% PVC STORM S48°1(705"E 294.06' s> ® 24" 46.5' 0.0% HDPE STORM PROPERTY LINE EX.FIRE HYDRANT TO BE UPDATED 3 ip 4'X6'RIP RAP W/NO.2 BACKING PER EVMWD STANDARD W-7 p Q 12" 27.5' 0.8% PVC STORM Q100=4.6 CFS o 19 28' © 6" 70.4' 0.5% PVC STORM V100=4.0 FT/S 3 Q 36" 8.9' 0.0% HDPE STORM o ® 36" 18.9' 0.0% HDPE STORM 90 12" 4.1' 1.0% PVC STORM 10 12" 213.5' 1.0% PVC STORM FIRE WATER DATA TABLE PIPE# SIZE LENGTH DESCRIPTION 17 6" 19.3' PVC AWWA C-900 DR18 FIRE WATER DATA TABLE SEWER DATA TABLE 18 6" 26.0' PVC AWWA G-900DR18FIRE PIPE# SIZE LENGTH DESCRIPTION PIPE# SIZE LENGTH SLOPE DESCRIPTION 19 6" 5.9' PVC AWWA C-900 DR18 FIRE 1/ /M� WARE MALCOMB 14 2" 67.0 PVC SCH80 WATER 'I 4" 14.0' 2.0% PVC SDR-35 SEWER 20 6" 3.6' PVC AWWA C-900 DR18 FIRE �v ✓/ /D/ CIVIL ENGINEERING 0 10 20 40 15 2" 38.2' PVC SCH80 WATER 12 4" 51.7' 1.5% PVC SDR-35 SEWER 21 6" 6.9' PVC AWWA G-900 DR18 FIRE !!! !!! 3391 sorrento valley blvd.suite 120 san diego,ca 92121 i6 2" 18.8' PVC SCH80 WATER 13 6" 26.9' 1.5% PVC SDR-35 SEWER 22 6" 13.6' 1PVC AWWA C-900 DR18 FIRE p 858.638.7277 waremalcomb.com SCALE:1"= 20' SEAL MARK REVISIONS APPR. DATE THESE APPROPRIAITE CONDITIONS OF S HAVE BEEN VD VEOLO MENT COMPLIANCE CITYNTH ANDTHE STATE WAREPREPARED MALCOMB - SAMUEL BELLOMIO STORM DRAIN & UTILITY PLAN CITY OF LAKE ELSINORE LAWS AND HAVE BEEN FOUND ACCEPTABLE SHEET 6 �oQpOFESS/Opq 3911 SORRENTO VALLEY BLVD. #120 �Q �c1u+Et Fy SAN DIEGO, CA 92121 W W� e��yA BENCHMARK: GRADING & IMPROVEMENT PLANS OF 10 * 9 }I Np,gpglg Q AT INTERSECTION OF CHANTY 5T.AND COWER SHEETS ��'f/I ( 9/19/2023 �c 3 4AVE3'' 34' F T OF THE CENTERLINE INTERSECTION FOR *Q SCALE: 1: 30 43'N'LY OF THE CENTERUNE OF COLLIER AVE., 08/04/2023 s o EMON HABIB, RCE No. 83156 DATEA 71'E'LY OF THE CENTERDNE OF A CONCRETE MASON MOTORSPORTS FILE No. CITY ENGINEER SAMUEL BELLOMIO, RCE 90818 DATE srq CIVIL ��P DRIVEWAY,2'S'LY OF A STREET LAMP A CITY OF LAKE ELSINORE EXPIRATION: DECEMBER 31, 2023 TFOF CAL1Fp� CHISELED SQUARE IN THE TOP OF Cuf{B. CHANTY ST. & COLLIER AVE. DATE: 2023-06-20 ELEVATION: 1286.66 USSF DATUM: CITY OF LAKE ELSINORE, CA 92530 23-283 LAKE ELSINORE Mini icW O ITEM NUMBERS LEGEND ell IV 1. MANHOLE CONE-MODIFIED FLAT BOTTOM. PERVIOUS DRAINAGE SYSTEM DETAILS AND SPECIFICATIONS 2. BOLTED RING&GRATEICOVER-DIAMETER&TYPE AS Mason Motorsports SHOWN. CLEAN CAST IRON WITH WORDING"STORM IMPERVIOUS-ROOFS WATER ONLY"IN RAISED LETTERS. BOLTED IN 2 Lake Elsinore,CA LOCATIONS AND SECURED TO CONE WITH MORTAR. MPERVIOUS-FLATWORK RIM ELEVATION±0.02'OF PLANS. wM wM wM wM - wM T wMwM V 17 2 30"0 SOLID COLLIER AVE. � 6 1 3. STABILIZED BACKFILL-TWO-SACK SLURRY MIX. - _ - _- - - 3- - 3 _\ - T - - PERMEABLE PAVEMENT 7 4. PRE-CAST LINER-4000 PSI CONCRETE 48"ID.X 54"OD. r>z 24"HDPE STORAGE CENTER IN HOLE AND ALIGN SECTIONS TO MAXIMIZE �s� FOR DMA-2 DMA BOUNDARY BEARING SURFACE. ��,... FGP-2 UJI d F 8 5. INLET PIPE(BY OTHERS(. ----- FEATURES TO MINIMIZE IMPERVIOUSNESS: iL Of �. F Of if9 r SEE SEPARATE PLAN FOR INVERT ELEVATIONS. - - - PAVEMENT WIDTHS ARE KEPT TO MINIMUM DESIGN STANDARDS V 5 - .. CH RUNOFF IS TREATED BY INFILTRATION W Z BMP2 127� 7zg0 -1283--_\\ \,�\ Z } 2 W 6. GRADED BASIN OR PAVING(BY OTHERS). j>2 - - __ __ __ - _9-___ __�=-1282 _ - PROJECT SITE INFORMATION 16 a 8� I���1 - - - �a sD _ I ❑ 1261- �� �a �(�2e5� SOIL GROUPS _ --1280 � Do T COMPACTED BASE MATERIAL,IF REQUIRED(BY --- �'2j> f FGP-a --- -FGP-3 ~ ✓ 127s THE SITE IS UNDERLAIN BY SOIL GROUP"B. ) I . Z NO EXISTING NATURAL HYDROLOGIC FEATURES y _ DO w 8. FREEBOARD DEPTH VARIES WITH INLET PIPE 11 -- ® r - - '1J a pl' N NO CRITICAL COURSE SEDIMENT AREAS TO BE PROTECTED 9 10 O DO ¢ DMA-2 1 DEPTH TO GROUNDWATER EXPECTED TO BE 25 F Q g ELEVATION.INCREASE SETTLING CHAMBER DEPTH AS FGP-5 ,o I F a = Of NEEDED TO MAINTAIN ALL INLET PIPE ELEVATIONS �„ = W U a ABOVE RISER PIPE. aMi+�Si - '`• > AO "Nwm Ur 11 0 (7 aK215, cs+<-+s, ��e FGP-1� W Z O a 22378 TOTAL - w 3 ~ 9. NON-WOVEN GEOTEXTILE SLEEVE-MIRAFI 140 NL.MIN. 2 o Z ---J-�- 11959 IMP I- 6 FT 0.HELD APPROX.10 FEET OFF THE BOTTOM OF 4 uJ z - ) SOURCE CONTROL U EXCAVATION. III FI N ID SOURCE CONTROL IMPLEMENTATION 10. PUREFLO®DEBRIS SHIELD-ROLLED 16 GA.STEEL X 24" �BOJ � I I I� REQUIREMENT 19 � LENGTH WITH VENTED ANTI-SIPHON AND INTERNAL III14 12 UU 0.265"MAX.SWO FLATTENED EXPANDED STEEL SCREEN oDMA-4 \\ - - - - DMA-3 PROPOSED o N y PREVENTION OF ILLICIT USE LI EFFECTIVE IRRIGATION INCLUDES IN THE DESIGN AND Z SC-1 UTILIZATION OF EXISTING RUNOFF COLLECTION POND FOR 20 UJ X 12"LENGTH. FUSION BONDED EPDXY COATED. o DISCHARGES MONITORING RUNOFF AND REUSE 11. MIN.6'0 DRILLED SHAFT. N __ o.aa BUILDING ,`N N Q _ - Q STENCIL EVERY INLET WITH PROHIBITIVE LANGUAGE"NO 3881 TOTAL � --�, -. . AC. rn - />2 = SC-2 STORM DRAIN STENCILING DUMPINGI LEADS TO WATERWAYS"AND"NO CONTAMINE"IN H 36"HOPE STORAGE_. 14785 TOTAL FF-12 j9.00 \ro 82J\ V OR SIGNAGE SPANISH 14 12. RISER PIPE-SCH.40 PVC MATED TO DRAINAGE PIPE AT \ --- FOR DMA-3 N 14785 IMP BASE SEAL. \ L=20.5 ) I PROTECT TRASH STORAGE L" a 13. DRAINAGE PIPE-ADS HIGHWAY GRADE OR SCH.40 PVC SC-5 AREAS FROM RAINFALL, ALL TRASH AREAS WILL BE PROTECTED AND TRASH CANS UJ FGP 6 )'' O RUN-ON,RUNOFF,AND EQUIPPED WITH HINGED LIDS. 0 WITH TRI-A COUPLER.SUSPEND PIPE DURING BACKFILL ,y` WIND DISPERSAL Q OPERATIONS.DIAMETER AS NOTED. _- 136"0 r J DMA-1 TRASH CAPTURE CALCULATIONS 14. ROCK-WASHED SIZED BETWEEN 3/8"AND 1-1/2", . / �'` '�i .r _ F '?�� N Paecei s - 6i DAC. fig% TRASH DESIGN FLOW TRASH CAPTURE 0 °'"s+a0' / DMA ID INLET ID UJ 15. FLOFAST®DRAINAGE SCREEN-SCH.40 PVC 0.120" (eK.s+s,Pcs.ra->s) \ ( BMP-3 / L CAPTURE ID RATE(CFS)" CAPACITY(CFS)-' 9 Q SLOTTED WELL SCREEN WITH 32 SLOTS PER ROW/FT. \BMP-1 27006 TOTAL FGP-1 24X24 CATCH BASIN FGP-36F 0.498 6.1 H 9 OVERALL LENGTH VARIES,UP TO 120"WITH TRI-B �� 1278 278131MP ' _ F FGP-2 24X24 CATCH BASIN FGP-36F 0.498 6.1 COUPLER. a Io ti UU I.. m f \ w FGP-3 36X36 CATCH BASIN FGP-36F 1.650 11.5 f_ 16. ABSORBENT-HYDROPHOBIC PETROCHEMICAL _ FGP-4 36X36 CATCH BASIN FGP-36F 2.390 IRS SPONGE. MIN.128 OZ.CAPACITY. TYPICAL,2 PER FGP5 12'TRENCH DRAIN FG- CHAMBER. - - TDOA18 2.390 3.0 n �L FGP-6 36X36 CATCH BASIN FGP-36F 1.268 11.5 17. FABRIC SEAL-U.V.RESISTANT GEOTEXTILE-TO BE - N ^ •DESIGN FLOW RATES ARE BASED ON THE HYDROLOGY AND HYDRAULIC REPORT REMOVED BY CUSTOMER AT PROJECT COMPLETION. / m N PREPARED BY WARE MALCOMB FOR MASON MOTORSPORTS " GRATED ONLY. CAPTURE CAPACITY AND SPECS PROVIDED ON SHEET 8. PARCEL 15 \ s \, 18. MIN.6'0 DRILLED SHAFT. Pm.212" PARCEL D \ s j\ BK135,-s-9) POG-1 (aK. 57-M) P SOURCE CONTROL 19. BASE SEAL-CONCRETE SLURRY. ID SOURCE CONTROL REQUIREMENT IMPLEMENTATION 15 MAINTAIN NATURAL DRAINAGE PATH AND SITE WAS DESIGNED TO MIMIC AND HYDROLOGIC FEATURES r• / 20. 6 PERFORATIONS MINIMUM PER FOOT,2 ROWS SD-1 MINIMIZE CHANGES TO EXISTING AND _ \\/ MINIMUM. NATURAL DRAINAGE PATH 18 \/ SD 2 CONSERVE NATURAL AREAS,SOILS,AND EXISTING SOIL AND VEGETATION WILL BE VEGETATION CONSERVED. PAVEMENT WIDTHS ARE KEPT TO MINIMUM SD-3 MINIMIZE IMPERVIOUS AREA DESIGN STANDARDS. V\�A��A Manufactured and Installed b7 MINIMIZE SOIL COMPACTION TO FSD-41 MINIMIZE SOIL COMPACTION LANDSCAPED AREAS 2.,1Lm I,re,"N mtl,eM ,g"h"�"s.W.NM,NV,(M.TX.UT.a,tl WA TORRENT� ® SD-7 LANDSCAPING WITH NATIVEOR DROUGHT LANDSCAPING WILL USE NATIVE OR TOLERANT SPECIES DROUGHT TOLERANT SPECIES. U.S.PekM N"a,923.330-'"T,Mnne,k 1974,t990.290a RESOURCES oETaL: REVISED BY An evolution of McGuckin Drilling IV-6-SS-CA RJA www.torrantmsources.co. CALIFORNIA 909-829-0740 DRAWN ON: 05-14-19 REVISED DATE:05-26-22 SCALE: N.T.S ARIZONA 602-268-0785 DRYWELL DETAIL, BMP-2 &3 Z PROPOSED FINISHED GRADE SCALE:N.T.S. DRYWELL SUMMARY TOTAL# DRYWELL TOTAL TOTAL VOLUME PIPE AREA OF LENGTH VOLUME VOLUME DETENTION DETENTION TOTAL VOLUME ��j�\j •�,/� �,/��j' j�\,��\�j'��j� �\,����j' j�\,/ \,��C�j' j\\,��\�j'�\�j\,�\\, �j DMA ID OF DIAMETER DEPTH IN DRYWELLS SIZE PIPE(SF) OF PIPE REQUIRED PROVIDED REQUIRED PROVIDED INFILTRATED WITHIN/VA/ /VA/VA/VA/�A/VA/VA/VA/�A/�A/VA/VA V/VA/VA/�A/�A/VA/VA/VA�/VA; DRYWELLS (FT) (FT) (CF) (IN) (CF) (CF) (CF) (CF) 72 HOURS(CF) DMA-2 1 6.0 17.0 211.0 24.0 12.56 41.5 705.6 732.2 494.6 1 521.2 738.0 DMA-3 1 6.0 17.0 211.0 36.0 28.26 20.5 790.3 790.3 579.3 1 579.3 802.0 �/� 36"BROOKS 72"DRYWELL W/ CATCH BASIN HDPE PIPE FOR STORAGE INTERNAL SETTING DMA SUMMARY TABLE j\\ PURPOSES.SEE DETENTION CHAMBER.SEE THIS TABLE FOR SIZES. SHEET FOR SPEC. /\\/\\ \ \ \% DMA ID AREA(ACRES) ISF) IMPERVIOUS AREAS(SF) PERCENTAGE(%) TREATMENT MET OD POLLUTANT CONTROL BMP ID TYPE _ j ✓/\\%�\%�\%�\%�\% DMA-1 0.62 27,006 21,825 5,181 80.8% DRAINSTOBMP PERMEABLE PAVEMENT B WARE N1�LCOMB / / / //\//\//\//\//\� DMA-2 0.51 22,378 11,962 10,416 53.5% DRAINS TO BMP DRYWELL(BMP-2) B ��j� \ A�/j(EXISTING SOIL) /j�/ %j\�/j\�j�f %�/%�/%\/%�/%�j DMA-3 0.34 14,785 14,785 0 100.0% DRAINS TO BMP DRYWELL B ��V�/V�/V�/\�\� CIVIL ENGINEERING V DMA-4 0.09 3,881 395 3,486 10.2% SELF-TREATING - B 0 15 30 60 DRYWELL CROSS SECTION, BMP-2 & 3 TOTAL 1.56 68,050 48,967 19,083 72.0% g/ /D/ 3391 Sorrento valley blvd.suite 120 San diego,ca 92121 8 ! ! p 858.638.7277 waremalcomb.com SCALE:1"= 30' SCALE:N.T.S. SEAL MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE APPROPRIATE CO DITIONS OFD VLO MENTAND/OR NTH E PREPARED SHEET 7 CIYANDSTATE WAREMALCOMB - SAMUEL BELLOMIO BMP PLAN CITY OF LAKE ELSINORE LAWS AND HAVE BEEN FOUND ACCEPTABLE �DQpOFESSloNq 3911 SORRENTO VALLEY BLVD. #120 ve- \erV+E( Fy SAN DIEGO, CA 92121 W W� Iym BENCHMARK: GRADING & IMPROVEMENT PLANS OF 10 ggglg 0 A AT INTERSECTION OF CHANEY ST.AND COLLIER SHEETS 9/19/2023 i� 3 AVE.,34' F T OF THE CENTERLINE INTERSECTION FOR *Q- SCALE: 1: 30 43'N'LY OF THE CENTERUNE OF COLLIER AVE., 7 08/04/2023 s o REM ON HABIB, RCE No. 83156 DATE 71'E'LY OF THE CENTERLNE OF A CONCRETE MASON MOTORSPORTS FILE No. CITY ENGINEER SAMUEL BELLOMIO, RICE 90818 DATE i1Tq OlV IL ��a DRIVEWAY,2'S'LY OF A STREET LAMP A CITY OF LAKE ELSINORE EXPIRATION: DECEMBER 31, 2023 TEOF CAUFOR DATE: 2023-06-20 ELEVATTIION50128fi fib USSF TOP DATUM BCITY OF CH LAKE ELSINORE,COLLIER E 25 OE 23-284 LAKE ELSINORE U.S.PATENTn6.00.02386.8)],029 o CONCRETE CURB. NO OUTLET GALLERY. 0 0 o SIDEWALK. 0 o d d OUTLET ADAPTER & BYPASS WEIR. a CRATE i 'uLa LoU aYPA88 FEATURE J J (LOUVER6 4t OPENINGS) "ULTIMATE" BYPASS sEc oEruL c vLnrarE'arPAss FEATURE - LL LL FEATURES (Louvats a OPENINGS) CONCRETE TRENCH DRAIN. �. (SHOWN) GASKET- BYPASS FLOW OUTLET STANDARD E�20 INCHES FILTER ELEMENT FILTERED FLOW STAINLESS STEEL- SHALLOW=12 INCHES a PAVEMENT. ° WITH GEOTEXTILE SLEEVE. CUSTOM SUPPORT BASKET a s° Fossil ROck ABSORBENT POUCHES v DETAILA •- : SECTION VIEW BYPASS PVC TEE. LINER - DETAIL ' SCALE: tx SECTION VIEW DETAIL C r J FloGard®FILTER 'ULTIMATE' - SUPPORT -INSTALLER BYPASS FEATURES BYP�FLOBASKET FILTER ELEMENTERED FLOW ._OUTLET. WITH GEOTEXTILE SLEEVE. \ _ / RUBBER MANY OTHER STANDARD 8 CUSTOM SIZES 8 DEPTHS AVAILABLE UPON REQUEST. GASKET / EARTH. \ •°%/ MATERIAL. DETAIL B CATCH BASIN SPECIFIER CHART // OUTLET ADAPTOR SECTION VIEW (FLAT GRATE STYLE) STANDARD 8 SHALLOW STANDARD DEPTH SHALLOW DEPTH ° / k BYPASS WEIR. ALTERNATE ADAPTER CONFIGURATION DEPTH` -201nrJ1as- -121- MODEL NO. SCALE. 1X REMOVABLE CAP i o,•,• y„e•„ MODEL NO. \ -/° FILTER ELEMENT SHEATHED IN GEOTEXTILE oN1o4sFlul� STANDARD SOLIDS FILTERED SHALLOW SOLIDS FILTERED FOR PERIODIC SLEEVE. DEPTH INLET ID GRATE00 TOTAL DEPTH MAINTENANCE. SPECIFIER CHART Insi4e Oulsi4a BYPASS STORAGE FLOW STORAGE FLOW Dimension Dimension CAPACITY CAPACITY CAPACITY / \\y \/ DETAILA 0nrn.ircal> pnrn.ircn) (w.n.rsec.) Iw.n.) (w.n.laec.) (w.nJ I—n.l-) MINIMUM SOLIDS FILTERED TOTAL TRENCH TRENCH STORAGE FLOW BYPASS EXPLODED VIEW FOSSIL ROCK"ABSORBENT POUCHES. MODEL FILTER WIDTH'ID' pEpTH CAPACITY FGP-12F 12 X 12 12 X 14 2.8 0.3 OA FGP-12F8 .15 .25 TYPE CAPACITY CUBIC FEET FGP-16F 16 X 16 16 X 19 4.7 0.8 0.7 FGP-16FB .45 .4 OPENING) I IF GRKTE CUBIC FEET (SECOND CUBIC FEET FG118F 16X1a 18X20 4.7 0.8 0.7 FG118FB A5 .4 •• /SECOND FGP-1824F 16X22 18X24 5.0 1.5 1.2 FGP-1824F8 .85 .7 NOTES: FG-TDOF3 PIPE 3.0 6.5 0.1 0.5 0.1 FGP-1836F 18X36 18 X40 6.9 2.3 1.6 FGP-1836F8 1.3 .9 FG-TDOF4 PIPE° 4.0 6.5 0.2 0.5 0.1 FGP.2024F 18 X 22 20 X24 5.9 1.2 1.0 FGP.2024F8 .7 .55 1 Filter insert shall have a high flow bypass feature. FG-TDOF6 PIPE 6.0 6.5 0.4 0.5 0.2 FGP-21F 22 X22 22 X24 &1 2.2 1.5 FGP-21FB 1.25 .85 FG-TDOF8 PIPE 8.0 6.5 0.7 0.5 0.3 FGP-24F 24 X24 24 X27 6.1 2.2 1.5 FGP.24F8 1.25 .85 2. Filter outlet adapter shall be constructed from stainless steel Type 304. FG-TDOF10 PIPE 10.0 1 6.5 0.9 1 0.5 0.5 NOTES: FGP-2430F 24 X 30 26 X 30 7.0 2.8 1.B FGP-24WF8 1.6 1.05 Alternate outlet adaptor for shallow installations shall be PVC SCHAO.See detail B,sheet 2 of 2. FG-TDOF12 PIPE 12.0 6.5 0.9 1.0 0.6 FGP-2436F 24 X 36 24 X40 8.0 3.4 2.0 FGP-2436F8 1.95 1.15 3. Filter medium shall be Fossil Rock-,installed and maintained in accordance FG-TDOF18 PIPE 18.0 6.5 1.3 1.5 1.1 1. Filter insert shall have a high flow bypass feature. FGP-2448F 24 x 4826 X 48 9.3 4.4 2A FGP-2448F8 2.5 1.3 with manufacturer specifications.5 FG-TDOF24 PIPE 24.0 6.5 1.8 2.0 1.5 2. Filter support frame shall be constructed from stainless steel FGP-28F 28 X 28 32 X 32 6.3 2.2 1.5 FGP-28FB 1.25 .65 FG-TDOA6 PANEL 6.0 4.5 0.4 0.2 0.2 Type 304. FGP-30F 30 X 30 30 X 34 8.1 3.6 2.0 FGP-3OF8 2.05 1.15 4. Storage Capacity reflects 80%of maximum solids Collection prior to impeding filtering bypass. FG-TDOA8 PANEL 8.0 4.5 0.7 0.2 0.3 FGP-36F 36X36 36 X40 9.1 4.6 2A FGP-36F8 2.65 1.35 FG-TDOA10 PANEL 10.0 4.5 0.8 0.3 0.5 3. Filter medium shall be Fossil Rock',installed and FGP-3648F 36 X48 40 X48 11.5 6.8 32 FGP-36C8F8 3.9 1.85 5. For alternate outlet adapter Configurations used for extremely shallow trench drains FG-TDOAl2 PANEL 12.0 4.5 1.0 0.4 0.6 FloGard®FILTER maintained in accordance with manufacturer specifications. 7GP-48F 48 X48 48 X54 13.2 1 9.5 3.9 1 FGP48FB 5.45 2.25 Contact Oldcastle Stormwater Solutions for engineering assistance. FG-TDOA18 PANEL 18.0 4.5 1.4 0.8 1.1 -INSTALLED INTO CATCH BASIN- 4. Storage capacity reflects 80%of maximum solids collection FGPSD24F 24 x24 28X28 6.1 2.2 1.5 FGP-SD24FB 1.25 .85 FG-TDOA24 PANEL 24.0 4.5 1.8 1.1 1.5 prior to impeding filtering bypass. 6. Filter element should be a minimum of one half the length of trench.Confirm flow rate upon order. •ALTERNATE ADAPTER CONFIGURATION.SEE DETAIL B. U.S.PATENT#6,00,023 8 6,877,029 -CAPACITY PER 5-FT.SEGMENT USED. FloGard® ` FloGard R e FloGard® ` FloGard® '� Oldcastle � 0Oldcastle '� Oldcastle" 'w Oldcastle Stormwater Solutions , Stormwater Solutions Stormwater Solutions Stormwater Solutions Catch Basin Insert Filter °�1 - �°I .N.°°IaG1�IP^awsa661a1°°� Catch Basin Insert Filter Catch Basin Insert Filter °I­11Rew5e­1­­ Catch Basin Insert Filter °I6G1�IP awss6alal - Ece-0142 n Ece-0142 �oawcan�snecvsr xc.unonsissw.m. •.� NECO-0142 wa �wee�sr_xc� �. .• - ECO-0142 FiNelion Grated Inlet Style "FGP-0001 mrG JPR]13 18 •1JPR 11/3/06 SHEET 1 OF 2 Grated Inlet Style "FGP-0001 mrG JPR]13 16 •JPR 11/3/06 SHEET 2 OF 2 Trench Drain Style Fc=Ll=-000z H oA JPR 2 21 07 SHEET 1 OF 2 y JPR]13 16 / / Trench Drain Style FGLP-0002 H JPR 7/1 3 16 •JPR 2/21/0] SHEE 2 OF 2 CATCH BASIN INSERT FILTER (GRATED INLET) 19 CATCH BASIN INSERT FILTER (TRENCH DRAIN) SCALE:N.T.S. G V SCALE:N.T.S. WM E MALCOMB CIVIL ENGINEERING✓ V/ /O/ 3391 sorrento valley blvd.suite 120 San diego,ca 92121 /// p 858.638.7277 waremalmmb.wm SEAL MARK REVISIONS APPR. DATE THESE APPROPRIATE AND HAVE BEEN FOUND ACCEPTABLE PLANS CONDITIONS OF VD VELD MENTD FOR OAND/ORECITYHANDESTATE WARE AMALCOMB - SAMUEL BELLOMIO RED BY. BMP PLAN CITY OF LAKE ELSINORE SHEET 8 L �oQpOFESS1opq/ 3911 SORRENTO VALLEY BLVD. #120 Et Fy SAN DIEGO, CA 92121 W W� e��yA BENCHMARK: GRADING & IMPROVEMENT PLANS OF 10 9 gpglg O AT INTERSECTION OF CHANTY ST.AND COWER SHEETS R7*�'�'/(/l� ��aJD (/� 9/19/2023 i� 3 AYE.,34'E'LY OF THE CENTERLINE INTERSECTION FOR 08/04/2023 * s O* 43'N'LY OF THE CENTERUNE OF COLLIER AVE.. EMON HABIB, RCE No. 83156 DATE 71'E'LY OF THE CENTERUNE OF A CONCRETE MASON MOTORSPORTS FILE No. CITY ENGINEER SAMUEL BELLOMIO, RICE 90818 DATE srq CIVIL �\P DRIVEWAY,2'S'LY OF A STREET LAMP A CITY OF LAKE ELSINORE EXPIRATION: DECEMBER 31, 2023 TFOFCAUFDF CHISELED sou ARE 6 THE TOP of cM:e. CHANTY ST. & COLLIER AVE. DATE: 2023-06-20 ELEVATION: 128fi.fi6 USSF DATUM: CITY OF LAKE ELSINORE, CA 92530 23-285 LAKE ELSINORE CONSTRUCTION BMP LEGEND BMP TITLE SYMBOL QUANTITY EC-1 SCHEDULING EC-3 BONDED FIBER MATRIX SE-1 SILT FENCE O 867 LF SE-5 FIBER ROLL - FR 207 LF SE-6 GRAVEL BAG BERM OCDCDCDC 420 LF vI SE-7 STREET SWEEPING AND VACUUMING COLLIER AVE. SE-10 STORM DRAIN INLET PROTECTION ® 7 EA TC-1 STABILIZED CONSTRUCTION ENTRANCE/EXIT ® 2 EA SE-7 I WE-1 WIND EROSION CONTROL 5E-10 O NS-3 PAVING,SEALING,SAWCUTTING&GRINDING OPERATIONS FR NS-(8-10) EQUIPMENT FUELING,CLEANING AND MAINTENANCE _ I WM-1 MATERIAL DELIVERY&STORAGE 0 0 OH OH OH OH nH OH OH OH OH OH 0 \ OH OH OH OH SE 10 S46°15'15"E 280.97' WM-2 MATERIAL USE N43°43'18"E232.56' 0 1 _ TC-1-- --- _ _ _ -----_ _________ _____ L¢— SO4°20'08"W36.08' SE-1 _ — _— ---_ -—--- — ---- -- ———— ———— ---- SD—SD—SD—SD—SD—SD—SDSE-6 SE-6 ——— —— , WM-3 STOCKPILE AREA E 6 S WM-4 SPILL PREVENTION AND CONTROL I B � ° I SE-10 SE-6nm' 9i �S -6�\ I WM-5 SOLID WASTE MANAGEMENT ® \ WM-6 HAZARDOUS WASTE MANAGEMENT / s WM-8 CONCRETE WASTE MANAGEMENT PARCEL 6 5E-10 `• s• / ® I P.M.31901 , � ••> WM-9 SANITARY/SEPTIC WASTE MANAGEMENT (BK 215,PGS.14-15) o sE-10 o I EROSION CONTROL NOTES 1. SEE SHEET 10 FOR EROSION CONTROL DETAILS FOR �S./• N ❑ I THE BMPS. (l�� p _ 2. CONTRACTOR TO INSPECT AND MAINTAIN EROSION f. >•.�... ISE-6 S43°42'17"W 204.61' CONTROL MEASURES THROUGHOUT THE COURSE OF CONSTRUCTION,INCLUDING INSTALLING, REPAIRING,REPLACING,RELOCATING,AND •.,'.'. .• SE-6 {` I MODIFYING AS NECESSARY FOR CONSTRUCTION '• AND TO ENSURE THE SITE IS IN COMPLIANCE WITH PROPOSED _ STATE AND LOCAL REQUIREMENTS. ' BUILDING I ti 3. ADDITIONAL EROSION CONTROL MEASURES NOT 1:,;> '. I FF=1279.00 r SHOWN ON THIS PLAN MAY BE NECESSARY TO PREVENT EROSION AND SEDIMENTATION. • ) 2 4. AREAS THAT ARE TO REMAIN IN A DISTURBED SE-6 I Q CONDITION FOR AN EXTENDED PERIOD SHALL BE (xl TEMPORARILY SEEDED IN ACCORDANCE WITH STATE .' AND LOCAL CRITERIA. • p'. • 5. REFER TO THE APPROVED LANDSCAPE PLAN FOR FINAL STABILIZATION INFORMATION.AREAS NOT STABILIZED BY PAVEMENT,BUILDING FOOTPRINT, PERMANENT LANDSCAPING,OR OTHER PERMANENT _SE-10 STABILIZATION SHALL BE PERMANENTLY SEEDED I PER STATE AND LOCAL REQUIREMENTS. 1?.• 6. ALL INLETS WITHIN 10O'OF SITE WILL BE PROTECTED. I• SE-6 1 x ' o I I r -.,.,. se-s I I I o I I TC-1 P R 3EL 3 1 WMA WM-5,WM-6,WM-8,WM-9,NS-(8-10) I I (BK.215,PGS.14-15) .I SE-7 WM-1 1 I I( I 11 I SE-6 SE-6 I L L SE-6� --- -- --�— o SE-1 5E-10 I n S '16'05' 294.06' n ( n ISE-1 SE-1 SE-1 4 o I PARCEL 25 P.M.21297 PARCEL 27 (BK 135,PGS.5759) P.M.21297 O (BK 135,PGS.57-59) WARE MALC OMB I I CIVIL ENGINEERING 0 10 zo ao 3391 Sorrento valley bled.suite 120 San lb ca 92121 re/// p 858.638.7277 wamalcomb.com.com ENG-2023-00282 SCALE:1"= 20' SEAL MARK REVISIONS APPR. DATE THESE APPROPRIAITE CONDITIONS OF S HAVE BEEN VD VEOLO MENT COMPLIANCE CITYWITH ANDTHE STATE WAREPREPARED MALCOMB — SAMUEL BELLOMIO EROSION CONTROL PLAN CITY OF LAKE ELSINORE SHEET 9 LAWS AND HAVE BEEN FOUND ACCEPTABLE �DQpOFESS/Opq 3911 SORRENTO VALLEY BLVD. #120 �Q �cw+Et ry SAN DIEGO, CA 92121 W W� e��yA BENCHMARK: GRADING & IMPROVEMENT PLANS OF 10 �9�}II NO.gpglg -1 AT INTERSECTION OF CHANTY ST.AND COWER SHEETS (/� 9/19/2023 3 AVE.,34'E'LY OF THE CENTERLINE INTERSECT ON FOR 08/04/2023 s 0'� SCALE: 1: 20 43'N'LY OF THE CENTERUNE OF COLLIER AVE., EMON HABIB, RCE No. 83156 DATE 71'E'LY OF THE CENTERUNE OF A CONCRETE MASON MOTORSPORTS FILE No. CITY ENGINEER SAMUEL BELLOMIO, RCE 90818 DATE srq civlL ��P DRIVEWAY,2'SLY OF A STREET LAMP A CITY OF LAKE ELSINORE EXPIRATION: DECEMBER 31, 2023 TFOFCAL1Fp4 CHISELED SOUARE IN THE TOP OF cuF{B. CHANTY ST. & COLLIER AVE. DATE: 2023-06-20 ELEVATION: 1286.66 USSF DATUM: CITY OF LAKE ELSINORE, CA 92530 23-286 LAKE ELSINORE EROSION CONTROL NOTES ALL EROSION CONTROL PLANS SHALL BE IN ACCORDANCE WITH CITY OF LAKE ELSINORE ORDINANCE N0S.1237,772,529,1004,CONSTRUCTION SITE BEST BACK OF SIDEWALK MANAGEMENT PRACTICES(BMP'S)AND STANDARDS OUTLINED WITHIN THE o� SANDBAGS/GRAVEL BAGS TO CURB INLET LAKE ELSINORE DESIGN MANUAL.NO GRADING PERMIT SHALL BE ISSUED �� WITHOUT AN EROSION CONTROL PLAN APPROVED BY THE CITY ENGINEER. �0 OVERLAP ONTO CURB B BACK OF CURB THE EROSION CONTROL PLAN SHALL INCLUDE DETAILS OF PROTECTIVE ¢ CATCH BASIN MEASURES,INCLUDING DESILTING BASINS OR OTHER TEMPORARY DRAINAGE OR CONTROL MEASURES,OR BOTH,AS MAY BE NECESSARY TO PROTECT THE .y\ WATER QUALITY OF RECEIVING WATER BODIES OR TO PROTECT ADJOINING PUBLIC AND PRIVATE PROPERTY FROM DAMAGE FROM EROSION,FLOODING OR THE DEPOSITION OF MUD OR DEBRIS WHICH MAY ORIGINATE FROM THE SITE OR RESULT FROM SUCH GRADING OPERATIONS. D D 1.ALL EROSION CONTROL PLANS SHALL BE IN ACCORDANCE WITH CITY OF 50 LF OF STEEL PLATES WITH RUMBLE LAKE ELSINORE ORDINANCE NOS.529,772,1237,1004,CONSTRUCTION SITE STRIPS OVER MIN 4"COARSE AGGREGATE I SPILLWAY BEST MANAGEMENT PRACTICES(BMP'S),AND STANDARDS OUTLINED WITHIN D THE LAKE ELSINORE DESIGN MANUAL 2.THE DEVELOPERICONTRACTOR IS RESPONSIBLE FOR ANY DISCHARGES BY SUBCONTRACTORS. STABILIZED ENTRANCE/EXIT DETAIL PER CASQA TC-1 k„ 3.IN CASE OF EMERGENCY,CALL PAUL GIESE AT(619)440-7424. NOT TO SCALE C_1 B GRAVEL BAGS 4.DEVICES TO REDUCE EROSION DAMAGE SHALL NOT BE PLACED MOVED ���� STACKED TIGHTLY MODIFIED WITHOUT THE APPROVAL OF THE QUALIFIED SWPPP DEVELOPER,, �- CITY ENGINEER,OR IN AN EMERGENCY,BY THE PERSON RESPONSIBLE FOR GRADING OPERATIONS. 8"MIN.PONDING HEIGHT 5.AREAS THAT ARE CLEARED AND GRADED SHALL BE LIMITED TO ONLY THE CURB INLET SIDEWALK PORTION OF THE SITE THAT IS NECESSARY FOR CONSTRUCTION.THE CONSTRUCTION SITE SHALL BE MANAGED TO MINIMIZE THE EXPOSURE TIME .',.SPILLWAY OF DISTURBED SOIL AREAS THROUGH PHASING AND SCHEDULING OF ^` GRADING AND THE USE OF TEMPORARY AND PERMANENT SOIL STABILIZATION. \ \ /// CONCRETE ;7CATCH \/\/6.ONCE DISTURBED,GRADED SLOPES EXCEEDING A 3:1 RATIO AND/OR TEN WASHOUT (10)FEET IN HEIGHT(TEMPORARY OR PERMANENT)SHALL BE STABILIZED IF AREATHEY WILL NOT BE WORKED WITHIN 7 DAYS.DURING THE STORM SEASON,ALLSLOPES SHALL BE STABILIZED 24 HOURS PRIOR TO A PREDICTED STORM / BASIN EVENT.CONSTRUCTION SITES SHALL BE REVEGETATED AS EARLY AS FEASIBLE AFTER SOIL DISTURBANCE AND WITHIN 7-DAYS OF COMPLETION. SECTION B-B 7.FILL SLOPES AT THE TRACT PERIMETER MUST DRAIN AWAY FROM THE TOP NOTES OF THE SLOPE AT THE CONCLUSION OF EACH WORKING DAY. ,�i<•:,•,�.s�. ..:.'r Y, Y` .*r5t.t,;•M,t,,rt 1. CATCH BASINUINLET PROTECTION SHALL BE INSTALLED WHEREVER THERE IS A POTENTIAL OF STORMWATER OR NONSTORMWATER BEING 8.THE CONTRACTOR SHALL BE RESPONSIBLE AND HAVE SIGNS POSTED ON DISCHARGED INTO IT. THE SITE TO WARN AGAINST PUBLIC TRESPASS INTO AREAS WHERE WATER IS s•,.r.';.�' 1�* . . IMPOUNDED. 2. INLET PROTECTION IS REQUIRED ALONG WITH OTHER POLLUTION PREVENTION MEASURES SUCH AS:EROSION CONTROL,SOIL STABILIZATION,AND MEASURES TO PREVENT TRACKING ONTO PAVED SURFACES. 9.DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER. BERMED CONTAINMENT 3. MODIFY INLET PROTECTION AS NEEDED TO AVOID CREATING TRAFFIC HAZARDS. 10.PLACEMENT OF DEVICES TO REDUCE EROSION DAMAGE WITHIN THE NOTES: AREA 4. INCLUDE INLET PROTECTION MEASURES AT HILLSIDE V-DITCHES AND MISC.DRAINAGE SWALES. DEVELOPMENT SHALL BE SHOWN ON THE APPROVED PLAN. 1. EXCESS AND WASTE CONCRETE SHALL NOT BE WASHED INTO STREET OR A DRAINAGE SYSTEM 5. INLET PROTECTION SHALL BE PROTECTED AND ACCUMULATED SEDIMENTS REMOVED.SEDIMENT SHALL BE DISPOSED OF PROPERTY AND IN A MANNER THAT ASSURES THAT THE SEDIMENT DOES NOT ENTER THE STORM DRAIN SYSTEM. 11.DESILTING FACILITIES AT ALL DRAINAGE INLETS FOR THE GRADED SITE 2. FOR WASHOUT OF CONCRETE AND MORTAR PRODUCTS,A DESIGNATED CONTAINMENT FACILITY OF SUFFICIENT SHALL BE DESIGNED FOR A TWENTY-FIVE(25)YEAR,SIX(6)HOUR STORM CAPACITY TO RETAIN LIQUID AND SOLID WASTE SHALL PROVIDED ON SITE. 6. DAMAGED BAGS SHALL BE REPLACED IMMEDIATELY. INTENSITY.THEY MUST BE DETAILED ON THE PLANS.DESIGN AND SPECIFIC RECOMMENDATIONS SHALL BE SUBMITTED FOR THE FOLLOWING:A) 3. SLURRY FROM CONCRETE AND ASPHALT SAW CUTTING SHALL BE VACUUMED OR CONTAINED,DRIED,PICKED UP 7. ADDITIONAL GRAVEL SEDIMENT TRAPS SHALL BE PLACED AT INTERVALS AS INDICATED ON SITE PLANT. DESILTING BASIN VOLUME BASED ON GRADIENT AND NATURE OF SOILS.B)THE AND DISPOSED OF PROPERTY. EXTENT OF ALL GRADED AREAS AND IDENTIFICATION OF ANY TEMPORARY SOIL STABILIZATION MEASURES.C)SIZE OF DESILTING BASIN OUTLET PIPE AND CATCH BASIN/INLET PROTECTION(SE-10) OVERFLOW.D)DIKE REQUIREMENTS.SHOW MINIMUM WALL WIDTH,SLOPE OF E_'� WALLS,PERCENT COMPACTION,ETC.E)OUTLET CONDITIONS FROM THE CONCRETE WASTE MANAGEMENT(WM-8) NOT TO SCALE DESILTING BASIN SHALL NOT EXCEED DOWNSTREAM LIMITATIONS,WITH THE M- EXCEPTION OF OVERFLOW,WHICH IS TO BE DESIGNED TO PROVIDE CAPACITY NOT TO SCALE OF 1.5 TIMES THE MAXIMUM DESIGN FLOW. 12.NECESSARY MATERIALS SHALL BE AVAILABLE ON-SITE AND AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF R.O.W. TEMPORARY DEVICES OR TO REPAIR ANY DAMAGED EROSION CONTROL STOCKPILED MATERIAL GRAVEL BAG SPEC NOTES: MEASURES WHEN A 50%CHANCE OR GREATER OF RAIN WITHIN A 48 HOUR 15"K30"POLYPROPYLENE GRAVELBAGS PERIOD IS FORECAST FOR LAKE ELSINORE BY THE NATIONAL OCEANIC AND ATMOSPHERIC AGENCY(NOAA). ','y�� ;r :. WOVEN POLYPROPYLENE-CONSTRUCTED TO 13.PR RESIST 6" SHALL BE MAINTAINED AND INSPECTED DAILY TO MINIMIZE AND/OR PREVENTVENT THE ENTRAINMENT OF SOIL IN RUNOFF FROM DISTURBED SOIL SPLITS AND LEAKAGE.WITH ANTISKID DESIGN. AREAS ON CONSTRUCTION SITES.ALL REMOVABLE PROTECTIVE EROSION CONTROL DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH 10 X 12 WEAVE -PUBLIC R.O.W., WORK AREA WORKING DAY WHEN THE FOUR(4)DAY RAIN PROBABILITY FORECAST 950 DENIER EXCEEDS FORTY PERCENT(40%). 1200 HOURS UV RATING a.. MILKWHITE COLOR 6'HIGH CHAINLINK FENCE WITH 14.AFTER A RAINSTORM,ALL PROJECT GENERATED SILT AND DEBRIS SHALL 1000 PER BALE FABRIC SCREEN BE REMOVED FROM CHECK BERMS,ONSITE PUBLIC DRAINS AND PIPES, DRAINS AND PIPES OF ADJACENT PROPERTIES AND DESILTING BASINS AND \�\ THE BASINS PUMPED DRY.ANY GRADED SLOPE BMP'S DAMAGED DURING A PLACE BAGS FIRMLY IN PLACE 1 BAG MIN. RAINSTORM SHALL ALSO BE IMMEDIATELY REPAIRED.FAILURE TO PROVIDE EFFECTIVE MAINTENANCE MAY RESULT IN PENALTIES. .DISCHARGING OF CONTAMINATED SOILS VIA SURFACE EROSION IS PROHIBITED. 16.CONSTRUCTION ACCESS POINTS SHALL BE STABILIZED WITH A GRAVEL BAG EROSION PROTECTION(SE-6)&CHAIN-LINK PERIMETER FENCE �� COMBINATION OF ROCK AND SHAKER PLATES YEAR-ROUND TO PREVENT GRAVEL BAGS TRACK-OUT. ROUTINE STREET SWEEPING SHALL BE PERFORMED ON ALL PLACE TIGHTLY TOGETHER NOT TO SCALE PAVED STREETS WHERE TRACKING IS OBSERVED.VACUUM SWEEPERS SHALL ALL AROUND MATERIAL BE USED WHEN STREET SWEEPING BECOMES INEFFECTIVE. MATERIAL STORAGE DIRT AND OTHER CONSTRUCTION RELATED MATERIALS PLACED IN THE STREET OR ON OTHER IMPERVIOUS SURFACES MUST BE CONTAINED WITH GRAVEL TO PREVENT TRANSPORT TO THE STORMDRAIN SYSTEM. ANY CONSTRUCTION MATERIAL STORED OR STOCKPILED ON-SITE SHALL BE PROTECTED FROM BEING TRANSPORTED BY THE FORCE OF WIND OR WATER. MATERIAL STORAGE(WM-1) IFA WARE MALCOMB NOT TO SCALE I V'- CIVIL ENGINEERING �✓ V//D/ 3391 Sorrento valley bled.suite 120 San ra 92121 re/// p 858.638.7277 wamalcomb.comcom ENG-2023-00282 SEAL THESE PLANE CONDITIONS OFS HAVE BEEN VD VELD MENTD FOR OMPLIANC AND/ORE CITYHAND THE STATE WAREAMALCOMB RED BY: - SAMUEL BELLOMIO EROSION CONTROL DETAILS CITY OF LAKE ELSINORE SHEET 10 MARK REVISIONS APPR. DATE APPR0PRIA LAWS AND HAVE BEEN FOUND ACCEPTABLE �oQpOFESS/Opq 3911 SORRENTO VALLEY BLVD. #120 �Q �c1u+Et Fy SAN DIEGO, CA 92121 W W� A BENCHMARK: GRADING & IMPROVEMENT PLANS OF 10 gpglg p AT INTERSECTION OF CHANTY 5T.AND COWER SHEETS 9DATE 23 08/04/2023 �c 3 AVE.,34' OF THE CENTERLINE INTERSECTION FOR * s O* 43'N'LY OFF THE HE CENTERUNE OF COLLIER AVE., EMON HABIB, RCE No. 83156 DATE 71'E'LY OF THE CENTERUNE OF A CONCRETE MASON MOTORSPORTS FILE No. CITY ENGINEER SAMUEL BELLOMIO, RCE 90818 DATE srq CIVIL ��P DRIVEWAY,2'S'LY OF A STREET LAMP A CITY OF LAKE ELSINORE EXPIRATION: DECEMBER 31, 2023 TFOF CALtFO� CHISELED sou ARE 6 THE TOP of c M:B. CHANTY ST. & COLLIER AVE. 1 DATE: 2023-06-20 ELEVATION: 128fi.fi6 USSF DATUM: CITY OF LAKE ELSINORE, CA 92530 23-28/LAKE ELSINORE