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HomeMy WebLinkAboutEGPC-2021-0013 RGP Plan No 21-369-21-391 GENERAL NOTES.- ROUGH GRADING PLAN 1. ALL WORK SHALL BE DONE/N ACCORDANCE WITH THE C17Y OF LAKE ELSINORE MUNICIPAL CODE, yO�s�o SITE P.0' N/CHOPS Ro. CHAPTER 15.72 AND APPLIC48LE STANDARDS AND SPEC/F/C477ONS AND THE LATEST EDIT/ON OF THE - -AGO yt UN/FORM BUILDING CODE(US C.), CHAPTER 33. TRA C T NO. 282 114 9 m - 2. A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT, C/TY OF LAKE ELSINORE, PR/OR p UNiAIN`�P TO ANY OPERATIONS. CITY OF LAKE EL SINORE. CAL/FORK/A 3 THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPAN/ES AND U.S.A. ALERT (1(1-800-422-4f33)FORTY-E/GHT(4B)HOURS PR/OR TO GRADING 4. THE CONTRACTOR SHALL NOTIFY THE C17Y ENGINEERING DEPARTMENT AT LEAST TWENTY-FOUR(24) CONSTRUCTION NOTES AND QUANTITY EST/MATE.• QTY. SHO'�F RIVERsmE HOURS/N ADVANCE OF BEGINNING GRADING OPERATIONS. EST/DATED EARTHWORK QUANT/T/ES.• 5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE C17Y ENGINEER. r CONSTRUCT DOWNOR4/N PER DETAIL ON SHEET 4. z,34r [.F. oP 2 CONSTRUCT TERRACE DRAIN PER DETAIL ON SHEET 4. 14,52J [.F. VICINITY MAP 6. CUT SLOPES SHALL NO STEEPER THAN 2 HORIZONTAL TO 1 VERT/CAL, UNLESS OTHERW/SE ,� CONSTRUCT 6"THICK CONCRETE PAVED ACCESS ROAD. 7,0 ,�F .+ror m scue APPROVED, AND SHALLLL BE SHOWN ON THE PLAN. ON-SITE EARTHWORK QUANTITIES 7. ALL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL, UNLESS OTHERWISE 4A CONSTRUCT RETAINING WALL PER DETAIL ON SHEET 4. (UNDER SEPER47E PERMIT) 1587 L.F GRADING SUMMARY CUT(C.Y.) ALL (C.Y.) APPROVED, SHALL BE SHOWN ON PLAN, AND SHALL NOT HAVE LESS THAN 9OX RELATIVE COMPACTION 46 CONSTRUCT RETAINING WALL PER DETAIL ON SHEET 4. (UNDER SEPER47F PERMIT) 1,275 [.F RAW EXCAVATON 2,253,555 2,043,226 OUT TO THE FIN/SHED SURFACE. 4c CONSTRUCT RETAINING WALL PER DETAIL ON SHEET 4. (UNDER SEPER47E PERMIT) 170 t.F _ •'RAW OVER EXCAVAl10N(f'/N CUT, 4'/N F/LL) - 8. FILLS SHALL BE COMPACTED THROUGHOUT TO 90%OENS/7Y AS DETERMINED BY THE MOD/PIED THREE s CONSTRUCT 3"A.C. PAVEMENT OVER 4"CRUSHED A.B. PER DETAIL ON SHEET 4. IL to S.F (3)LAYER A.S.T.M. 0-1557--70 TEST METHOD. EXPORT 210,329 - OWNER /DEVELOPER.• c CONSTRUCT 3'CONCRETE V-DITCH PER DETAIL ON SHEET 4. L,7a7 t.F 9. ALL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS, SD4RIF/ED, AND INSPECTED BY THE CONSTRUCT TERRACE DRAIN&DOWN DRAIN/NTERSECAON TOTAL - - GRADING INSPECTOR AND APPROVED SOILS TESTING AGENCY PR/OR TO THE PLACING OF RU. PER DETAIL ON SHEET 4. jo �' „ A2671H HI DEVELOPMENT, LLC ABOVE ES7IMW7FO OUAN7771ES ARE FOR C17Y PURPOSES ONLY. QUANTITIES MA Y 12671 HIGH BLUFF OR/VE, SUITE 150 10. ALL F/LL MATERIAL SHALL BE CLEAN EARTH. NO ALL SHALL BE PLACED UNTIL PREPAR4TION OF O REMOVE EXISTING TERRACE DRAIN&DOWNORA/N. 2 SA VARY DEPENDING ON ACTUAL RELD COND177ONS SAN D/EGO, CA 92130 GROUND IS APPROVED BY THE SOILS ENGINEER. 9 CONSTRUCT DOWNDR4/N TO PIPE TRANSITION PER DETAIL ON SHEET 4. 9 NOTE THE ABOVE QUART/T/ES HAVE BEEN ES77MATE0 BY THE ENGINEER FOR CONTACT GREGORY LANS/NG It. RNISH GRADE SHALL BE M OF THREE SLOPED AWAY FEET, fROV ALL (Af/EXTERIOR XTERI ROWALLS AT FLOW LINE T L ES r SWA,.PER FOOT �a CONSTRUCT SPECSHSECT/ONEGTYPE ' T MIN/MUM THICKNESS AND STIFFNESS PER � �F PERMIT PURPOSES ONLY.l THE CONTRACTOR SHALL DETERM/NE HIS OWN QUANTITIES AND HE/S SOLELY RESPONSIBLE FOR DETERMINING THE AMOUNT AND COST OF IMPORT/EXPORT AND OTHER GRADING OUANT/T/ES FOR THIS PROJECT. ENG/NEER.• 12. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE I--IF CUT OR F/LL SLOPE/S LESS n CONSTRUCT PARKWAY CULVERT TYPE :4"TYPE//PER C/TY OF LAKE ELSINORE STD300A. 16 EA 7H4N TEN FEET(10), AND 23-/F CUT OR FILL /S GREATER THAN TEN FEET(10). DR4IA44GE SHALES KWC ENGINEERS SHALL BE A MIN/MUM OF 0.5'DEEP AND CONSTRUCTED A MIN/MUM OF 7WO FEET(2)FROM THE TOP CONSTRUCT 8"C&G PER 017Y OF LAKE ELSINORE STD. 201. 11196 IF 1880 COMPTON AVENUE, 31117F Z109 OF CUT OR F/LL SLOPES. i3 DOWNDRA/N TO CURB TRANSIT/ON PER DETAIL ON SHEET 4. 2 FA INDEX.• SHEET NO. COROAK G4. 92881-JJ70 (951) 734-2130 13, PROVIDE 5'MDE BY f'H/GH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' 1i INSTALL 16 X16 ✓ENSEN PRE045T INC. DROP INLET OR APPROVED EQUAL PER 4 FA 777ZE SHEET 1-2 CONTACT THOMAS M. C4SELD/NE, P.E. HIGH DETAIL ON SHEET 5. s CONSTRUCT 6"A.C. CURB PER C17Y OF LAKE ELSINORE STD. 207 60 L.F INDEX MAP&STREET SECTIONS 3 >4. PROVIDE A BROW DITCH, DESIGNED TO IiANOLE ONE HUNDRED(f00J YEAR STORM fLOWS ALONG THE TOP OF CUT SLOPES 16 CONSTRUCT VEROURA WALL PER SEPARATE PLAN UNDER SEPARATE PERMIT - - CROSS SECTIONS AND DETAILS 4-5 SOILS ENGINEER.• >5. NO OBSTRUCT/ON OF FLOOD PLAINS OR A447UR4L WATER COURSES SHALL BE PERM/TTED CONSTRUCT 12"H.D.P.E. 1,426 [.F PLAN SHEET 6-16 PETRA GEOTECHN/CAL, INC.PRIVATE STORM DRAIN IMPROVEMENTS 17 40880 COUNTY CENTER DRIVE, SUITE R i6 Ea. 16. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER, TO SUPERVISE GRADING AND PROVIDE CONSTRUCT B/O-RETENT/ON 845IN PER DETAIL ON SHEET 16 r E A EROSION CONTROL 18-23 TEMECULA, CA 92591(951) 600-9271 RNAL SOILS REPORT WHICH INCLUDES FOUNDA77ON REOU/REMENTS(SUBDMS/ONS)AND EXPANSIVE CONTACT -9271 WALKER, G.E. CHARACTER/STTCS OF THE SOIL. NOTE THE ABOVE OVAN7717ES HAVE BEEN ES77MA7ED BY THE ENGINEER FOR 17. GRADING CER77RC477ON BY THE DEVELOPER'S 0114L ENGINEER AND A FINAL COMPACTION REPORT BY A PERMIT PURPOSES ONLY. THE CONTRACTOR SHALL DETERMINE HIS OWN OUAN171ES UTILITY NOTESSOILS • LEGEND & SYMBOLS.• ISSUANCE OF GER SHALL BE BU/LD/NG PERMITS/TlFO TO THE BUILDING AND ENGINEERING DEPARTMENTS PR/OR TO GENERAL NOTES CONTINUED.' WATER.• ELSINURE VALLEY MUNICIPAL WATER D157R/CT = EXISTING CONTOUR ELEUA710N J13118. THE SOILS ENGINEERING/NVESAGA7TON.• 060MCHN/CAL UPDATE REPORT, 346 LOTS COMPRISING OF LARF SWORE STREET TRACTS 28214-9, 28214-10, 28214-11, 28214-12, 28214-13, 28214-14, 28214-15, 28214-16 35.APPROXIMATE D47F OF BEGINNING OPER4770N.• LAKE ELSINORE CA. 92331 -1200- = PROPOSED SURFACE ELEVA77ON AND 28214-17, ALBERH/LL RANCH DEVELOPMENT DATED SEPTEMBER 9, 2016 PREPARED BY PETRA COMPLE7TON.• (951) 674-3146 B.S.L. =BUILDING SET940K LINE GEOSC/ENCES, INC SHALL BE CONSIDERED A PART OF THIS GRADING PLAN AND SHALL BE/N SEWER* ELSINORE VALLEY MUNICIPAL WATER D/S7R/CT CSP = CORRUGATED STEEL PIPE COMPLIANCE. 36.NO ROCK OR OTHER IRREDUCIBLE MA7ER14L WITH A MAX/MUM DIMENSION GREATER THAN THREE INCHES 3/315 CHANEY STREET (39 WILL BE PLACED/N FILLS WITHIN ROADBED AREAS OR THREE FEET(3) OF FINISH OR40ES, LAKE ELSINORE CA. 92331 D.G. =DECOMPOSED GRAN/7E 19. A REG/57ERE0 C/V/L ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CER77f7CA770N OF UNLESS THE L00477ON, MATERIALS, AND D/SPO.£4L METHODS ARE SPEC/F/CALLY APPROVED BY THE SOILS (951) 674-3146 BUILDING PAD ELEVA77ON. WHERE SPECIFIC ELEVA77ONS ARE REOU/RED, THE ELEVA77ON(WITH RESPECT ENGINEER. EG =EDGE OF GIJ77ER TO MEAN SEA LEVEL)SHALL BE GIVEN. IF AN ELEVA77ON WITH RESPECT 70 ADJACENT GROUND SURFACE/S REOU/RED, 7HE ACTUAL DISTANCE ABOVE THE AD.44CENT GROUND SHALL BE GIVEN. 37.THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPE077ON BEFORE GAS' SOUTHERN CW FORN/A G4S CO. ELEV =ELEVATION APPROVAL. 1981 W. LUGON/A AVE. FG = FIN/SH GR40E 20.ALL PROPERLY CORNERS SHALL BE CLEARLY DEL/NEA7F0/N THE FIELD PR/OR TO COMMENCEMENT OF REDLANDS, CA. 92374 ANY CONSTRUCTON/GRAD/NG. 38.GRADING PLANS WILL NOT BE APPROVED UN77L ALL RETAINING WALLS ARE APPROVED BY THE BUILDING (909)335-7828 FL = ROWL/NE DEPARTMENT. 21.STABILITY CALCULA77ONS WITH A SAFE7Y FACTOR OF AT LEAST 1.5 SHALL BE SUBMI77FD BY A SOILS SBC/PAC/F/C BELL GTE(VER/ZON) FS = RN/SHED SURFACE ENGINEER 70 7HE BUILDING AND ENGINEERING DEPAR7MENTs'FOR CUT AND F/LL SLOPES OVER THIRTY 39.THIS SITE HAS OSMINED A N4770NAL POLLU77ON PREVEN7ON ELIMINA77ON SYSTEM(NPDES)PERMIT TO PHONE 1265 N. VAN BUREN 150 S. ✓UAN/TA 57REET FEET(30)/N VERTICAL HEIGHT REGULATE MUNICIPAL AND INDUSTRIAL STORM WA7ER DISCHARGES. ANAHEIV CA. 92807 HEMET, CA. 92543 GB = GRADE BREAK 22.A RNAL COMPA077ON REPORT WILL BE REOU/RED FOR ALL RUS'GREATER THAN ONE(1)FOOT. NPDES WD/D/ 8 33C395213 DATE PERMIT ISSUED' 9-24-2021 (714) 666-5423 (951) 672-6518 HOW =HOME OWNERS ASSOCIATION 40.DRAINAGE EASEMENTS WILL BE KEPT CLEAR OF ALL OBSTRUCTIONS. NO BUILDINGS OR WALLS SH4LL BE SO. CAL. ED/SON CO. HDPE =HIGH DENS17Y POLYETHELENE 23./F STEEP SLOPING 7ERRA/N OCCURS UPON WHICH RLL /S TO BE PLACED, /T MUST BE CLEARED, ELECTRIC.• PLACED W/TH/N EASEMENT LIMITS TEMPORARY IMPROVEMENTS ARE SUBJECT TO REMOVAL AT OWNERS MENEFEE ROAD KEYED AND BENCHED INTO F/RM NATURAL SOIL FOR FULL SUPPORT. PREPARA77ON SHALL BE EXPENSE. ROMOL ROMOL AND, CA. 925825B5 /NV =INVERT APPROVED BY A REG/S7ERED SOILS ENGINEER PR/OR TO PLACEMENT OF F/LL AM7ERL4L. SLOPES (951)928-8207 L= = LEN07H GREATER THAN 5.1 ARE REOU/RED 70 BE KEYED AND BENCHED. (951)820-5498 24.THE SOILS ENGINEER SHOULD INSPECT THE CONSTRUCTION/N THE FOLLOWING STAGES• "DECLARATION OF ENGINEER OF WORK' FIRE RIVERSIDE COUNTY FIRE DEPARTMENT MIN. = MIN/MUM A. UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BACKF/LL OF ALLUVIAL, 4080 LEMON STREET 2N0 FLOOR MOC = MIDDLE OF CURVE COLLUVLAL AND TERRACED AREAS AND ANY SUBSTRUCTURES. /HEREBY DECLARE THAT THE DESIGN OF THE IMPROVEMENTS AS SHOWN ON THESE PLANS COMPLIES WITH RIVERS/DE, 04. 92502 PL = PROPERTY LINE B. DURING ALL ROUGH GRADING AND OPER47701VS INCLUDING PRE-COMPAC7ON, BENCHING AND PROFESSIONAL ENGINEERING STANDARDS AND PRACTICES. AS THE ENG/NEER/N RESPONS/BLE CHARGE OF (951)955-4777 FILLING OPERATIONS. THE DESIGN OF THESE IMPROVEMENTS. /ASSUME FULL RESPONSIBLE CHARGE FOR SUCH DES-/GN. / PP =POWER POLE C. DURING INSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER MATERIAL. UNDERSTAND AND ACKNOWLEDGE THAT THE SIGNATURE OF THESE PLANS BY B&H FOR THE C17Y OF LAKE LEVEL 3 COMMUNIC477ONS RIW = RIGHT OF WAY D. WHEN ANY UNUSUAL GRADING COND177ONS ARE ENCOUNTERED DURING CONSTRUCT/ON ELSN/ORE, AND THE REVIEW OF THE PLANS BY THE C17Y OF LAKE ELSINORE, If A REVIEW OF GENERAL FIBER CPT`.* NE7WORK RELOO417ONS DEPARTMENT 25.EROS/ON CONTROL:ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT OR ANOTHER COMPLIANCE W/TH D/STR/CT STANL7AROS. THIS APPROVAL /S NOT A DETERM/NAAON OF THE IECHN/04L 1025 ELDORADO BLVD BLDG 334-522 S= = SLOPE , AT 7WELVE INCHES(12) ON CENTER. SLOPES OVER FIFTEEN FEET ADEQUACY OR ACCURACY THE DESIGN THE IMPROVEMENTS, SUCH APPROVAL DOES NOT, THEREFORE, APPROVED GROUND COVER RELIEVE ME OF MY RESPOMS/B/L/IY FOR THEE BROOMFRZO, CO 80021 DESIGN OF THESE/MRROMEN7S TC = TOP OF CURB (15)/N VERTICAL HEIGHT /N ADDITION TO GROUND COVER, SHALL BE PLANTED WITH APPROVED (720)888-5688 TREES, SHRUBS OR COMBIN477ON THEREOF. SHRUBS SHALL BE PLANTED AT TEN FEET(10) ON SO =STORM DOWN CENTER, TREES AT 7WENIY/SET(20) ON CENTER,• COMB/NATIONS 1-77FEN FEET(15) ON CENTER. �(n NOTE• TF = TOP OF F0077NG SLOPES'OVER THREE FEET(3)IN VERT/C4L HEIGHT SHALL HAVE PERMANENT IRRIC477ON SYSTEMS Mad 09-14-21 WITH B4 OWL OW PREVENTION DEVICES'PER U.B.C. THOMAS M. CASELD/NE CA 7W = TOP OF WALL 26.APPROVED PROTECTIVE MEASURES'AND TEMPORARY DRAINAGE PROV/S/ONS MUST BE USED TO P.E. No. 79048 FOR KEY MAP/ND/CA71NG SHEET COVERAGE SEE SHEET 3. /y = WIDTH PROTECT ADJOINING PROPERTIES DURING THE GRADING PROJECT. = SLOPE 27.APPROVED EROSION PREVENTIVE DEVCES SHALL BE PROV70ED AND MAINTAINED DURING THE RAINY SOILS ENGINEER.• BENCH MARK.• SEASON AND SHALL BE IN PLACE AT THE END OF EACH DAY'S WORK. BENCH MARK NO. C-95-JJ REV = f356.45 MSL (1929 DATUM) D / = DAYL/GHT LINE 28.ALL WORK SHALL CONFORM TO THE 017Y AND STATE CONSTRUCTION S4FE7Y ORDERS THESE GRADING PLANS HAVE BEEN REY/EWED HY THE UNDERSIGNED AND FOUND TO HE FROM THE/N7ERSEC770N OF LAKESHORE DRIVE AND ORYDEN STREET 40 FEET E IN CONFORMANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS OUTLINED /N THE = CHAIN LINK FENCE 29.THE LOCA77ON AND PR07FCAON OF ALL U77LI77ES IS THE RESPONSIBILITY OF THE PERM177FE. SO/LS AND GEOLOGICAL RECONNAISSANCE REPORT PREPARED FOR THIS DEVELOPMENT. SOZ17HEA57FRLY ALONG LAKESHORE AND 40 FEET NORTHEASTERLY TO THE QpOFESSxI„_ CHISELED 150UARE"/N TOP OF CURB AT BCR. 30.AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB S/TE AT ALL TTME. 4T�+ K' = FENCE BY ARCH17FCT 31.SANITARY FACILITIES SHALL BE MA/NTA/NED ON THE SITE FROM BEGINNING TO COMPLET70N OF ��M � `� 29807 871 N/A BASIS OF BEARINGS.• -y = FLOWUNE o GRADING OPER4T/ON. • + THE BASIS OF BEAR/NG FOR THIS MAP WAS TAKEN FROM THE STATE PLANE XXX.XX = TOP OF CURB ELEVATION SOIL GINEER: RCEI/ GE# EXP. COORDINATE SYSTEM, CCS 83 ZONE 6 845E0 UPON NGS POINT ALEER" 32.ALL SLOPES SHALL BE PLANTED AND/RRIG4770N FACIL177ES SHALL BE PROVIDED FOR ALL SLOPES' �OFc AND POINT "WALKER", BEING N 522530"W. = RETAINING WALL IN EXCESS OF THREE(3)FEET VERTICAL HE/GHT WITHIN N/NE7Y(90)DAYS AF7FR COMPLETION OF ROUGH 1897 N/A ORD NCEND.G AND SH4LL B82 PR/OR TOE IN 7T/E APPROVALCE WITH OF FINAL/7Y OF LAKE-SPEC ON. ELSINORE GRADING F+�ceet o-----o-- = CUT/FILL L/NE o� ffVGINEERKG GOELOG/ST. CEG# EXP.- GRADING GENERAL COMMENTS.• 33.ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE y+A�uA.uEwom r LOT NO. o CERTIFIED THIS 517E HAS OSMINED A N4T/ONAL POLLU77ON PREVENTION EL/M/A1477ON SYSTEM(NPDES) 1,4-f5 SITE AND BE SOLELY RESPONS/BLE FOR ANY DAMAGE TO EXISTING FAC/L/71ES RES'ULT/NG D/REC7ZY CERTIFIED c�2 OR INDIREC7LY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FAC/L/TIES ARE SHOWN ON 7RESE * °E;,OOE;'T • LEGAL DESCR/PT/ON.• PERMIT TO REGULATE STORM WATER DISCHARGES. PK4SE NO. i PLANS s PARCEL 2 OF N077CE OF LOT LINE AD/U57MENT NO. /6-560 RECORDED MAY 12, 2016 NPOES WD/D� 8 33C395213 D47E PERMIT ISSUED* 9-24-2021 PHASE BOUNDARY 34.THE DES/ON ENGINEER SHALL PROVIDE A MIN/MUM OF ONE(1)BLUE TOP PER RN/SHED PAD, AS INSTRUMENT NO. 2016-0194119 OFFICIAL RECORDS. i PR/OR TO ROUGH GRADE APPROVAL. CITY OF LAKE ELS/NORE 6R4DIA4 PERMIT NUMBER ERSC 10/28/2021 M8 EGPC-2021-0013 WD/D NO. 8 JJCJ95213 i MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY: SEAL CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN oFESSI , CITY �F LAKE ELSINORE SHEET 1 0 FOUND ACCEPTABLE a IN.cq '2 ENO/NEERS i CIVIL ENGINEERS,PLANNERS,SURVEYORS p ,E l9 m 18W COMPTON AVENUE,SUITE 100,CORONA,CA.9 2881-3370 1 951-734-2130 TRACT NO. 28214-9 OF 2J 'Q//�- ///n��-�^� F C 79048 10-29-2021 J,G o 4 l..(A6�� BENCH MARK: SHEETS 09->4-2> * * SCALE: ROUGH GRADING PLAN r ciw� 1=40 C=95-33 R ONE�B, RCE No. 83156 DATE THOMAS M. CASELDINE DATE q <`P FILE No. -MiNG CITY ENGINEER P.E. No. 79048 r``oFcnuF� ETEYAI70N. IJ56.45 MSL TITLE SHEET DATE: 09-14-21 SEE SHEET NO. 1 FOR DESC. 21-369 MATERIAL HAULING NOTES.- MATERIAL HAULING NOTES CONTINUED.- A. ANY PERSON, FIRM, ASS0014T/ON OR CORPORATION(HEREINAFTER PERM177FE J MOVING 11. BONDS FOR GRADING TO INCLUDE STREET REPAIRS. ANY BONDING REOU/RED OR CAUSING TO BE MOVED MORE THAN 2,500 CUBIC YARDS OF EARTH MATERIAL PER PURSUANT TO THIS CHAPTER SHALL BE/N AN AMOUNT SUFF/C/ENT TO CODER THE PROJECT FROM OR TO THE S/TE OF A GRADING OPERATION ON ANY PUBLIC ROADWAY WITHIN COST OF REPAIR OF ANY DAMAGE TO THE C17Y ROADWAYS AND ANY PUBLIC THE 017Y OF LAKE ELSINORE SHALL BE SUBJECT TO THE FOLLOWING REOU/REMENTS: FAC/L/TIES THEREIN AND THE COST OF REMOVAL OF ANY EARTH MATERIALS OR OTHER DEBRIS DEPOS17FD THEREIN REASONABLY EXPECTED 70 RESULT FROM 1. HAUL ROUTE. THE PERM177FE SHALL FILE A COMPLETED "HAUL ROUTE PERM177FE'S OPERATIONS. THE COIVD177ONS OF THE BOND SHALL GUARANTEE QUEST/ONNA/RE'/N THE FORM APPROVED BY THE 017Y ENGINEER THE 017Y PAYMENT TO THE C17Y FOR ALL COSTS AND EXPENSE IN REPAIRING 771E DAMAGED ENGINEER SHALL APPROVE ANY PROPOSED STAG/NG AREA AND THE ROUTE TO BE STREETS OR OTHER PUBLIC FACIL177ES AND THE REMOVAL OF ANY DEPOSITS OF USED IN TRANSPORTATION OF THE EARTH MATERIALS ON PUBLIC ROADWAYS EARTH M47ERLALS OR 07HER DEBRIS RESUL771VG FROM THE PERM177FD OPERA7701VS. DEM770N FROM THE DES'/GNA7ED STAGING AREA AND HAUL ROUTE SHALL /N LIEU OF A BOND, THE PERM177FE MAY DEPOSIT CASH W17H THE C17Y UPON 771E CONS777U7F A WIOLA77ON OF THE COIVD177ON OF THE PERMIT ISSUED UNDER THIS SAME TERMS AND COND177ONS AND/N AN AMOUNT EQUAL TO THAT WHICH WOULD CH4P7FR. WHEN 771E CITY ENGINEER APPROVES A ROUTE HE OR SHE SHALL DO BE REOU/RED IN THE BOND. SO/N WRI77NO ON THE PERMIT DOCUMENT, AND SHALL IMMEDIATELY NOTIFY 771E 1R4FF/C DN/S/ON OF THE LAKE ELSINORE POLICE DEPARTMENT THAT SUCH HAUL 12. OTHER COND17701VS ANY PERMIT SUBJECT TO THE PROVISIONS OF THIS SE077ON ROUTE HAS BEEN SPEC/FIFO AND APPROVED. MAY SPECIFY OTHER NECESSARY COND07ONS OR RES7RIC77ONS WHERE THE USE OF C17Y ROADWAYS WOULD DISRUPT 771E NORMAL TRAFFIC ACTMAES OR CAUSE A 2. ACCESS ROADS. ACCESS ROAD TO THE GRADING SITE SHALL BE ONLY AT POINTS PUBLIC INCONVENIENCE. DES'/GNA7ED ON THE APPROVED GRADING PLANS. AT A MIN/MUM, THE FIRST 50 FEET OF ACCESS ROAD ADJACENT TO THE INTERSECT/ON WITH THE PUBLIC B. HAULING/N EXCESS OF 5,000 CUBIC YARDS /N AD0/770N TO THE REOU/REMENTS SET ROADWAY SHALL HAVE A GRADE NOT TO EXCEED FIVE PERCENT. THERE MUST BE A FORTH/N SUBSEC77ON(A) OF THIS SEC77ON, A PERM177FE MOVING OR 04US/NG R7 BE 300-FOOT CLEAR, UNOB57RUCTED SIGHT DISTANCE TO THE/NTERSEC77ON FROM MOVED MORE 7H4N 5,000 CUBIC YARDS OF EARTH MA7FRIAL PER PROJECT ON ANY PUBLIC B07H THE PUBLIC ROADWAY AND THE ACCESS ROAD IF THE FIVE PERCENT GRADE ROADWAY SHALL BE SUBJECT TO THE FOLLOWING REOUIREMEN75• OR 300-FOOT SIGHT DISTANCE REOUIREMEN7S CANNOT BE OBTAINED DUE TO SITE CONSTRMN72; THEN A FLAGMAN SHALL BE POSTED AT THE ACCESS ROAD AND 1. C17Y COUNCIL APPROVAL. HAULING/N EXCESS OF 5,000 CUBIC YARDS REOUIR/NG SHALL REMAIN FOR THE EN77RE DUR47/ON OF EARTH-MOVING/MATERIAL THE USE OF C17Y ROADWAYS SHALL BE APPROVED BY 771E C17Y COUNCIL AT A EXPORT/TRANSPORTA770N OPER477ONS. A STOP SIGN CONFORMING 70 THE PUBLIC MEETING OF THE C17Y COUNCIL. THE C17Y COUNCIL MAY IMPOSE ADD177ONAL REOU/REMENTS OF 771E CALIFORNIA VEHICLE CODE SHALL BE P057FD AT 771E EXIT COND177ONS OR RES7RIC77ONS OR MAY WAIVE PROVISIONS OF THIS CHAP7ER SO OF THE ACCESS ROAD 70 771E PUBLIC ROADWAY. LONG AS SUCH MOOWA5AT70NS ARE/N THE/N7ERES7S OF 771E CITY AND ARE NOT DETRIMENTAL TO THE HEALTH SAFETY, OR WELFARE OF RESIDENTS OR THE GENERAL 3 SIGNS ADVANCED WARNING SIGNS ALONG W172Y 7RAF77C CONTROL AND SAFETY PUBLIC. DEVICES SHALL BE REVIEWED AND APPROVED BY THE C17Y ENGINEER AND SHALL 2 NOT/F/C4770N OF C17Y COUNCIL MEETING TO ADJACENT PROPERTY OWNERS. BE POSTED BY THE PERM177FE ON THE PUBLIC ROADWAY IN 771E WCINI7Y OF THE ACCESS IN7FRSECTION CONSIS7E14T WITH THE CURRENT STATE OF 04LIFORNI4 PROPERTY OWNERS WITHIN A MIN/MUM OF 300 FEET OF THE ACCESS R04D(S) TO DEPARTMENT OF 7RANSPORTAT ION MANUAL OF 7R4F77C CONTROL -WARNING SIGNS, THE 6240ING SITE AND AS ADD/TONALLY DEEMED APPROPRIATE BY 77IE C17Y LIGHTS AND DEVICES FOR USE/N PERFORMANCE OF WORK UPON HIGHWAYS."THE ENGINEER SHALL BE N077RED AT LEAST 10 DAYS IN ADVANCE OF THE DAY, 77ME SIZE, SHAPE, COLOR, NUMBER, SPACING, AND OTHER DETAILS OF ALL SUCH SIGNS AND PLACE OF THE C17Y COUNCIL MEE77NG AS PROVIDED IN 5118SEC77ON(8)(1) OF AND DEVICES SHALL CONFORM TO 777E STANDARDS CONTAINED 77-IEREIN AND/N 7HE THIS SECTION. CURRENT STATE OF CAL/FORMA DEPARTMENT OF 7RANSPORTA77ON "7RAFRC MANUAL."7HE ADVANCED WARN/NG SIGNS AND OTHER DEVICES SHALL BE COVERED 3. /NDEMN/F/CAT/ON. A WRI77FN AGREEMENT, APPROVED AS TO FORM BY THE C17Y OR REMOVED WHEN THE ACCESS INTERSECTION/S NOT/N USE. ATTORNEY, SHALL BE FILED BY THE PERM17TEE PROV/D/NG THAT 77IE C17Y OF LAKE ELSINORE AND ALL OFFICERS EMPLOYEES; AGENTS AND REPRES'ENTA77VES THEREOF 4. INSPEC77ON. EVERY DRIVER OF A VEHICLE, COMBINA77ON OF VEHICLES MOB/LE SH411 BE INDEMNIFIED AND HELD HARMLESS BY 77IE PERM177FE FROM ANY EQUIPMENT OR LOAD SUBJECT TO 7HIS CHAPTER SHALL STOP AND SUBMIT TO AN LIAR/CITY OR RESPONS/8IL17Y FOR ANY ACC/DENT, LOSS OR DAMAGE TO PERSONS INSPE077ON OF THE SIZE, WEIGHT, EQUIPMENT AND SAFETY OF SUCH VEHICLE, OR PROPERTY HAPPENING OR OCCURRING AS THE PROX/MATE RESULT OF THE USE COMBINA77ON OF VEHICLES, MOB/LE EQUIPMENT OR LOAD AT ANY LOC477ON WHERE OF STREETS/HIGHWAYS UNDER THE TERMS OF THE APPL/G4T/ON AND THE PERMIT ANY OFFICER OF THE LAKE ELSINORE POLICE DEPARTMENT IS COIVDUC77NG TESTS GRANTED/N RESPONSE THERETO, AND THAT ALL OF SAID L14SIL177ES ARE HEREBY AND IIVSPEC77ONS OF SUCH VEHICLES; COMBINA77ON OF VEHICLES; MOB/LE ASSUMED BY 771E PER411177EE. EQUIPMENT OR LOADS AND WHEN SIGNS ARE DISPLAYED REQUIRING THE STOP. 4. CER771-7C47F OF INSURANCE. A VALID POLICY OF BODILY INJURY AND PROPERTY 5. 77ME OF HAULING OPERA7ONS EXCEPT AS PROVIDED HERE/NBELOW, HAULING ON DAMAGE INSURANCE FOR VEHICLES OPERARNG ON C17Y ROADWAYS. THE MIN/MUM 017Y ROADWAYS SHALL ONLY BE PERM177FD BE7WEEN 771E HOURS OF 8.•00 A.M. POLICY LIMIT/S$500,000 COMBINED SINGLE LIMIT COVERAGE AND S114LL NAME THE AND 4:00 P.M., MOND4Y 7HROUGH FRIDAY, EXCLUDING HOLIDAYS. NO HAULING 017Y OF LAKE ELSINORE AS AN ADD177ONAL INSURED. VEHICLES MAY BE PARKED ON C17Y ROADWAYS ADd4CENT 70 771E JOB S/TE W1771 MOTORS RUNNING PRIOR TO 8.•00 A.M. THE C/7Y ENGINEER SHALL, HOWEVER, 5. CASH DEPOSIT. FIVE THOUSAND DOLLAR CLEAN-UP/DAMAGE CASH DEPOSIT SHORTEN 771E PERM17TED HOURS OF OPERA7ONS SUCH THAT THE PERM177FD REFUNDABLE UPON 771E COMPLETION OF HAULING AC77V/77ES AND INSPE07701V BY HOURS SHALL NOT INCLUDE THOSE 77MES WHEN CHILDREN ARE LIKELY TO BE THE 017Y. PRESENT AT THE BEGINNING AND END OF 771E SCHOOL D4Y IF 7HE HAUL ROUTE PASSES A SCHOOL ZONE OR FOR SUCH 07HER PREVIOUSLY UNFORESEEN EFFECT C. EXPORT OF PROCESSED MATERIAL. ALL EXPORT MATERIAL SHALL BE DISCHARGED INTO A ON 7HE HEALTH, SAFETY, OR WELFARE OF THE SURROUNDING COMMUN/7Y. 771E C17Y LEG& DISPOSAL S17F NO PERM177FE SH4LL PROCESS, INCLUDING, BUT NOT LIM17FD TO, COUNCIL MAY EX7FN0 7HE HOURS OF HAULING OPERA7ONS UPON APPLIC477ON BY CRUSH, S/FT, OR SEGREC:,A7E EXCAVATED EARTH MA7ERIALS ON SITE FOR EXPORT AND 771E PERM177FE AND UPON A FINDING BY THE C17Y COUNCIL THAT SUCH HAULING COMMER014L SALE WI7HOUT FIRST OBTAINING A PERMIT PURSUANT 70 CH4P7FR 14.04 LEMC OPERA770NS ARE NOT DE7R/MENTAL 76 THE HvL7H S4FF7Y, OR WELFARE OF REGARDING SURFACE MINING AND RECZAA647701V RESIDENTS OR THE GENERAL PUBLIC. D. EXEMP77ON. MINING AND RECLAM477ON A077077ES WHICH ARE SUBJECT 70 AN APPROVED 6. NOTF7CA7TON. THE PERM177FE SHALL N077FY THE C17Y ENGINEER IN WRI77NO AT OR VESTED MINING PERMIT OR AN APPROVED RECZAA6477ON PLAN ARE NOT SUBJECT TO 771E LEAST 24 HOURS BEFORE HAULING IS TO COMMENCE. PROVISIONS OF THIS CHAP7FR. [ORD. 1271 $2, 2010,7 7. DUST CONIROL. EITHER WA7FR OR DUST PREYENwIVE SPRAY MATERIAL (OR BOTH) SHALL BE CONS/STENTLY APPLIED FOR PREVEN77ON OF DUST RESUL77NG FROM THE LOADING OR 7RANSPORTA77ON OF EARTH MATERIALS TO OR FROM THE PROJECT 517F ON C17Y ROADWAYS. 77IE PERM177FE SHALL BE RESPONSIBLE FOR MAINTAINING C17Y ROADWAYS USED FOR TRANSPORTING MATERIALS/N A COND177ON FREE OF DUST, EARN OR DEBRIS. THE PER4#77EE WILL BE RESPONSIBLE FOR OBTAINING ALL CLEARANCES AND PERM/7S, /F ANY, D/REC7LY FROM THE SOU77T CG4ST AIR QUALITY MANAGEMENT 0437R/CT(SCAOMD). 8. DEBRIS ON C17Y ROADWAYS CAL/FORMA VEHICLE CODE SEC77ON 23112(8)FORBIDS 771E PLACING, DUMPING OR DEPOSITING OF DIRT AND ROCKS ON PUBLIC STREETS OR ANY POR77ON OF THE PUBLIC RIGHT-OF-WAY. ALL VEHICLES ENGAGED IN HAULING EARTH MATERIALS UNDER THE PROVSIONS OF THIS CHAPTER SHALL REFRAIN FROM DEPOSITING DIRT OR DEBRIS ON C17Y R04OWAYS BY ANY MEANS, INCLUDING, BUT NOT LIMITED TO, SPILLAGE FROM 77IE BED OF A 7RUCK OR OTHER VEHICLE AND DEBRIS COLLECTED ON 77IE WHEELS OF THE HAUL VEHICLE. THE PERM177FE CONDUCTING ANY EARTH-MOWING OPERA7ON UNDER THIS CHAPTER SHALL BE RESPONSIBLE FOR THE COMPLETE REMOVAL OF SUCH A647FR14LS IF SPILLED, DUMPED OR DEPOS17FD ON A C17Y RO4OW4Y WITHIN 24 HOURS OF N07FD SPILL, DUMPING OR DEPOSITION. /F THE PERM177FE FAILS TO REMOVE SUCH SPILLAGE, DUMPING OR DEPOS17FO A647FR14L WITHIN THE N07FD 77ME FRAME, AND IT/S NECES54RY FOR THE C17Y TO COMPLETE 77IE REMOVAL, THE PERM177FE SHALL BE LIABLE TO PAY THE C17Y THE FULL COST OF SUCH REMOVAL WORK. 77IE C17Y ENGINEER MAY REQUIRE A CASH DEPOSIT UP TO$5,000 TO INSURE THE CLEAN-UP OF PUBLIC STREETS 9. LOAD LIMITS. THE 017Y ENGINEER MAY FURTHER SPECIFY LOAD LIM/7S WHERE, /N HIS E OR HER OP/N/ON, 771E STANDARD LOAD 04PA017Y OF VEHICLES USED/N SUCH HAULING WOULD CAUSE DAMAGE TO STREETS ON THE DES/GNA7ED ROUTE 10. FINANCIAL RESPONS/BIL17Y FOR DAMAGE TO S7REE7S: ANY GRADING OR HAULING CONTRACTOR OR PROJECT S17F OWNERIPERM177EE MOWING EARTH MATERIALS ON 017Y ROADWAYS SHALL BE FINANCIALLY RESPONSIBLE FOR ANY D4MAGE TO 771E o PUBLIC STREETS 041,SED BY THE HAULING VEHICLES; AND SHALL PAY TO 771E 0/7Y OF LAKE ELSINORE 771E COST, AS DETERMINED BY 771E C17Y ENGINEER, OF REPAIRING SUCH DAMAGE, OR SHALL REPAIR 771E DAMAGE IN OUES77ON TO THE S477SFAC77ON OF 771E C17Y ENGINEER. i 0 ERSC 10/28/2021 M8 EGPC-2021-0013 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY: SEAL CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEENpFESSIg1, CITY �F LAKE ELSINORE SHEET 2 0 FOUND ACCEPTABLE M cq '2 �ENG/NEERS i CIVIL ENGINEERS•PLANNERS SURVEYORS /Jp/J�/ n //f l9 m 18W COMPTON AVENUE,SUITE 1001CORONA,GA.92881-3370 1 951-734-2130 TRACT NO. LVL 14-9 OF L-T 'Q//�- ///n��-�^� F C 79048 10-29-2021 J, o"n C BENCH MARK: SHEETS os->4-2> * * SSE' ROUGH GRADING PLAN " r ciw� 1=40 C=95-33 R ONE�1 HABIB, RICE No. 83156 DATE THOMAS M. CASELDINE DATE q <`P FILE No. -0 IC CITY ENGINEER P.E. No. 79048 r``oFcnuF� ELEVATION. IJ56.45 MSL T/TLESHM" DATE: 09-14-21 SEE SHEET NO. 1 FOR DESC. 21-370 TRACT 28214-8 TRACT 2- 20' R/W 50'(PUBLIC) R/W 20' FUTURE BLDG SETBACK LINE' !L' BLDG SETBACK LINE PROP. PROP. 5' 75' 25' 25' R/W R/{Y 7' 18 18' 7' 90'(PUBLICJ I ! ! LANDSCAPE LOT 45' 45' ! FIN/SH GRADE VA ! !/AR/ES 5=60'MAX. VARIES 10' 35' 35' 10' L VAR/ES PAD ELEV. +002 +0.00 +002 PAD I I OW- SEE LAN I ! 2.0% +0.00' 3.0' TYR 7YP/CgL ROUGH GRADE SEC710N FOR 1 %i I ry0ry L/LAN CIRCLE FROM STA. 12+37.32 7t7 STA 15t58.31, 14'PAINTED & MADONNA CIRCLE fROM STA. 20*31.58 TO STA. 20*82.45 MEANDERING MEDIAN MEANDER/NG _---, AZz p 6 \ I 6 SIDEWALK (SEE LANDSCAPE PLANS) 6'SIDEWALK NTS TERRA GOTTA RQAD 20' R� RAW 50'(PUBLIC) 20' FROAf STA. 10*00.00 TO STA. 21*99.24 BLDG SETBACK LINE CC SLOG SE7&4CK LINE lc 2s 5' 15' 25' 25' 15' 5' 1 17 T.L=7.5 24 2 p Nam. 17' 18' 18' 7' 6 12 23 28 \\ KNISH GRADE !29. +0.02 GO +0.02RRAW 54'(PUBLICJ R/W PAD ELEV. +0. 2 LPADEV. 2.0z 27' � 27' 3.0' _. �' �.® •� s2 91 9c B9 ea a � � 39 as � 4 7' 20' 20' T 14 6 TYPICAL ROUGH GR40E SECTION FOR DOUGLAS CIRCLE, LADRILLO STREET, cowry a,RlysmvR 3 PUBLIC 5 5 3 PUBLIC a 96 95 94 / as 41 1� IAO"�i UTZ17Y ESMT. sioE SIDE UTILITY ESMT. L/LAH CIRCLE FROM STA. 10+00.00 TO STA. 12t37.32, u 9r 6 85 42 wALK WALK MADONNA CIRCLE, EMPRESS4 CIRCLE FROM STA. 10*00.00 TO -0.02 +0.00 -002 STA. 13-1-08.99 & STA 18*91.08 TO STA 21+56.96 2. r 2.0% •> TO MEET NTS 46 �� I - XIST. GRADE 1 164 144 � 041", � 20• R� 54'(PUBL/C) R� 20i I16-1 4LANDSCAPE BLDG SETBACK L/NE (E' BLDG SETBACK L/NE 16" PARKWAY. PARKWAY 5' 15' 27' 27' 15' S' - 1 a� I I 16J 149 ® 1aJ z9 474E �� � 7' 20' 20' 7' G/NA LYNN LANE, HUDSON LANE, LADRILLO STREET, MERRIRELD STREET, PIONEER LANE, LARCHWOOD LANE, _ 03 I 59 21 v 3 77 MYRTLE STREET, AND EMRPESSA CIRCLE I I I STA. 13*08.99 772 STA. 18*91.08 J04 119 13B 2.PAD ELEV. -0. +0.00 -0.02 PAD ELEV. T.I.=5.0 2% 202' 2.OX• N75 l07 � 15s � 11s 1 d� 73 f� 1 53 09 < , n4 7 72 I s5 R/W 50'(PUBLIC) R/W TYPICAL ROUGH GR40E SECTION FOR 0 GINA LYNNE LANE, HUDSON LANE, LADRILLO STREET, 25' 25' z J73 2a 3 71 s6 I PHASE O _- MERRIRELD STREET, PIONEER LANE, LARCHWOOD LANE, J s9 I B I fi�R ARAT__ Ei4_ 7' 18' 18' T MYRTLE STREET FROM STA. 10+00.00 TO STA 17+49.60 132 3'PUBLIC 5' 5' X PUBLIC �✓/ai d • 172 6a NTS 57 5i 1E UTILITY ESMT. SIDE SIDE. UTILITY ESMT. •������!-282f�- ../� 232336 65\ l 17 ! 66 Ilo 63 p 6c I ( WALK WALK \ 715 +0 02 +0 02 S +0.00' 2 V 20' R/w 54'(PUBLIC) RAW 20' �� .t W / 23B z64 344 ➢J=9 - 3 BLDG SETBACK LINE BLDG SE784CK LINE / 6 24c 2s2 � ' 2sa 1so I LANDSC 5' 15' 27' [a 27' 15' S' LANDSCAPE APE 4' 2s1 2s9 542 0 it 7BJ ��_� PARKWAY PARKWAY T 20' 20' 7' �_-- _4 / h�l � � -�_ _ I -_ 2.•1 TO MEET EXIST. GRADE 225 al 45 25 i 271 Sao 1 1B3 DOUGLAS CIRCLE, LADRILLO STREET, LILAH CIRCLE, 1 22a 2s e 2a7 2a s �� 2n STA. 101 CIRCLE TO STA 13 CIRCLE INDEX MAP LEGEND.• m 222 \� � 33 3J9 1�� 1B4 g Ad400NNA C/RCLE, EMPRE3'SA C/RCLE - 2 -0.02 5. 4z73 33 oa 4", 7as I 9 PAD ELEV. 2X O.0 +0.002.0$ 2B' 'PAD 227 25 25 _ INDICATES PLAN SHEET NUMBER & STA. 18*91.08 TO STA. 21*56.96 Z�0% 197 30, I� II� 278 282 281 80 333"� =�7 307 i1 188 TL=5.0 INDICATES PR/DATE STORM DRAIN ti f❑ IMPROVEMENT SHEET NUMBER 7YP/CAL ROUGH GRADE SECTION FOR GINA LYNNE LANE, HUDSON LANE, 3 216 ' 2as 7 9 � _LADR/LLO STREET, MERRIRELD STREET, PIONEER LANE 325 314 TOS l N� 286 37 _ O 18 215 _ - - - - _ INDICATES PLAN SHEET LIMIT ROM STA 9 08 EMPRESSA C 8T , 214 �X 2B7 31B ac 92� MYRTLE S7REET FROM STA 17*49.60 70 STA 30t07.71 I 213 2BB 23 371 213 c 31 av ac ao / 9 g ---------- RECORDED MAP PHASE BOUNDARY NTS -- 272 2Bg 9 �s- oN i�` 19619 o I SZY NZY W'LY&N'LY E'LY&SZY R W R zso zsl v 29 29 19 I R� 90'(PUBVC) R� 120' 1v 9 a 216 e 01 9a /.- HOA LANDSCAPE LOT, s5 45' 1 209 \ 2� \ % �f 12 48 41 12 no 8 �� !/AR/ES 5-60 MAX. VARIES 18' 27' 27' 1B' !/AR/ES O 5 ! VAR/ES 4=14' I 0 - 'S ! ! II�I, 6 ,f`\\ --- - �. SEE PLAN 1 2•� 2 .1 0 ' Nilill- -:_: 2X 20% _ _ 20% Z0z 2.0% 0.41' 20% -0.41' RAISED MEANDERING MEDIAN MFY4NDER/NG �`�' NpERING RA/SED�MED/AN 250 0 250 500 750 6 SIDEWALK df 6 SIDEWALK M SIDEWALK NICHOLS ROAD ALBERH/LL RANCH RaW E�lT/ - 9.0 SCALE/N FEET rN-75 NTS U 0 ERSC 10/28/2021 MB MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY: SEAL CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN �ypFESS/pN CITY OF LAKE ELSINORE SHEEP FOUND ACCEPTABLE e� Mc VENG/VEERS i pj CIVIL ENGINEERS•PLANNERS•SURVEYORS p/J�J/ n /A n 1880 COMPTON AVENUE,SUITE 1001 CORONA,CA.92881-3370 951-734-2130 TRACT NO. 28 14-J `J �/ //�' a 09-14-21 *g c�soaa m* SCALE: O} 10-29-2021 �,V�fnA4 1�01df'�O,UM. BENCH MARK: OF SHEETS sr CTVT� 1•'=40' C-95-33 ROUGH GRADING PLAN R ON HABIB, RICE No. 83156 DATE THOMAS M. CASELDINE DATE 9r � FILE No. -A6iN G CITY ENGINEER P.E. No. 79048 FOFCquF ELEVAAON.•1356.45 MSL INDEX MAP AND STREET DATE: 09-14-21 SEE SHEET NO. 1 FOR DESC. SECTIONS 21-371 (WHERE APPLICABLE) *TEMP 4'WIDE BY I'HIGH BERM PL X 12"BENCH 12" AC BERM 4" 31 4" FL 14'FOR 12'7ERRACE L/p FL 6:r6"W 1.4xW 1.4 WWM FL TERRACE CENTERED ° 2 REAR YARD A A ^� PAD EL PER PLAN 2' 3' 3'FOR 6'TERRACE TO PER PLAN E 12" �� P9'FOR 12'TERRACE ' —-- 6" Z4 RS CONT. O DOWN DRAIN ANCHOR S CONCRETE OR CONCRETE BLOCK _ DIVER7FR(SPLASH) WALL N BE RA O `µ � 2 r CONSTRUCTED WHERE GOWN DRAIN I I TERM/NOTES AT TERRACE DRAIN. SEE FUTURE F.G. PLAN FOR LOCATIONS PAD ELEV. PER PRECISE _ L/P GRADING PLAN o j'I�44 0 24�D.C. v 6" r A",, BOCEN DIN SCOPE PLAN WEW o, Z4 BARS- FL-r / L_ LEVEL LINE AJ� .Y *MAKE BERM 5'W/DE ON F/LL SLOPES OVER 5'HIGH. ° 2 -------- ------- ,' ��------ PER PU1 N ,4 BARS DOWN DRAIN ANCHORS CONSTRUCTED SECT/ON X—X f EVERY 10'/N VERACAL HEIGHT AND TYPICAL REAR YARD GRADING ¢4 BARS CONT. 2oz NITS AT TOP AND TOE OF DOWN DRAIN. .I 3"CONCRETE WITH r- --- DOWN DRAIN NTS .- -• ;: 6:r6"1.4x1.4 WWM CENTERED �y ACCESS R0,40 DOWNORA/N DETAIL 6" CUr�ouB SECTION 4-A" NTS n TERRACE DRAIN DOWNDRA/N TO CURB TRANS/T/ON 4" 36" 4" NTS NOT TO SCALE PL SIDE YARD D/MENSON 18" 18" NOTES FOR O AND PER PRECISE GR40/NG PLAN 'y 2 O 1. CONCRETE SHALL HAVE A MIN/MUM ULTIMATE 12"BENCH TEMP 2'WIDE BY 6"HIGH BERM 70 SLOPE/ ��4-,,IONIREZF STRENGTH AT 28 DAYS OF 2500 PS/. CONCRETE MAY BE REMOVED AT WALL CONSTRUCT/ON 2 \\� ONS17F NA77VE SOIL CAP BE PNEUMATICALLY PLACED AND SHALL CONFORM TO COMPACTED TO 90%MDD SECTION 2621 OF THE UNIFORM BUILDING CODE. STRUCTURE STEM HOR/Z STEEL WITHPAD ELEV. JJ4 (IYPf .\. `�' (2"THICK) \ PER PLAN PLAN6x6">. x>.4 WWM CENTERED 2. REINFORCING SHALL BE 6:r6"- W1.4xW1.4 WELDED TOP OF SIDE YARD SLOPE 6" ?> FF I 'h 1 ®EVERY 1/3L ��� ACCESS ROAD WIRE MESH(W.W.M.) OR APPROVED EOUAL. PER PLAN 8"x 8"x 16"CONIC BLOCK ON-EXPANSIVE/M(PORTE/Q 2'MIN' I µl COMPAOCTEORTOE90-- 0 �� � 3"A.C. PAVEMENT OVER J. GROUND SHALL BE PRE-WE77ED TO THE S477SFAC77ON I - El WATERPROOFING 1 2.OX 4"CRUSHED A.B. 3 CONCRETE V-DITCH OF THE ENGINEER PR/OR TO PLACEMENT OF CONCRETE - DRAINAGE ROCK 1 ff4 e 32'" 1 CF�LF OF 8"C&G 6 MAX MOISTURE LOSS RETARDENT SHALL BE USED WHEN `� 6"MIN 8 - -I 3/4 AGGREGATE —1 NITS REOU/RED BY THE C17Y ENGINEER. 2 b fir= FUTURE F.G - - - FILTER FABRIC PER PRECISE _ _ = 5 25" - GRADING PLAN -_ _ 4'PERFOR47FD TRANS/STION FROM DOWN DRAIN PAD EZEV. FOOT%GSL(ryP)STEEL P '� a >�'M/N. SLOPE PIPE TRIANGULAR SE077ON 70 Y4 0 32" CIRCULAR SECTION 3"CLEAR_n­ N CONNECT TO DRAIN PIPE TYPICAL ACCESS ROAD DETAIL TYPICAL SIDE YARD GRADING <rYP) 5 6" NOT TO SCALE {--{�6{ NTS v b 2 = AT BASE OF WAL4 THE NON-EXPANS/liE BACKF/LL a MA7ER"LS SHOULD EXTEND 70 A MIN. DISTANCE OF 2' OR TO A HORIZONTAL D/STANCE EQUAL TO THE HEEL / W/OTH OF THE FOOTING, WHICHEVER/S GREATER c 3 4"" MAX. RETAINING WALL b Nor TO SCALE AE'p'2' 3'-8" NOTE,A SEPARATE PERMIT MUST ALSO BE OBTAINED PR/OR TO WALL CONSTRUCTION. AC9y l DO{YN DRAIN SECT/ON "G-G" SECT/ON 71-H" I 99 1 H 2 E FLOWL/NE IN PER PLAN .,p SLOP H WELD WASHERS TO REMOVABLE GR47E(2 TOTAL)FOR TERRACE DRAIN H 2 CONNE077ON 70 Y2"X 4%r"GAL V. ANCHOR BOLTS W= / STEM HOR/Z. STEEL �\ - ONS/TE NATIVE SOIL CAP e R .a - a .. p 1 5/OP 14 (-F) a COMP,42 TDh'/CK)90%MOD ONS17F NATIVE SOIL CAP G FZ G f7FR2 STEM HOR/Z. STEEL COMPACTED TO 90X MDD PER PLAN 14 SUPPORT RS /�/ O30 = #4 (lYP) d' (12'THICK) II 4"PVC DRAIN PIPE W/6'ROUND GRA1E aea- j O y O V V 1 0 EVERY 1/3L I 1 0 EVERY 1/3L FL OWL/NE/N 3 y ry'i TOP OF NI O 8"x 8"x 16"CONIC BLOCK II - 1 DOWN DRAIN Q SLOPE V 8"x 8"x 16" I II__ ___ NON-EXPANSIVE IMPORTED II NON-EXPANSIVE/MPORTEq 5 ® 8" SAND OR GRAVEL SE>30 CONCRETE HEADWALL / /8" : Q a _ _ CONC BLOCK I II- - I a SANG OR GRAVEL (SE>30) COMPACTEO To 90%MOD ip COMPACTED TO 9OX MDD II ro o Z4 GALV. SUPPORT -- - WATERPROOF/NG 8ARS AT 10"O.C. WATERPROOFING 2 M/M, I ORONACE ROCK II 2'MIN. DRAINAGE ROCK t 1 CFLFOF 12"M I - 1 CFLFOF 8" ANCHOR - SEE DOWNDRA/N DETAIL O (NIP.) O 2 G Z4 ®32" l 4 [;4LV BARS AT 4" °ry 6" 8 'I 3/4 AGGREGATE I 3/4"AGGREGATE O.C. WELDED TO G4LV. _ �1R4NS/AON V - - - F/L TER FABRIC P ° - FILTER FABRIC //�J ,44 SUPPORT BARS = _ = , 525" SECTION "C-C" ANCHORS = _ PLAN VIEW O b F0077N5LgC)STEEL '� ry >"MN SLAOPE PIPE FOOTING ON. STEEL $pMNFO LS OPD PIPE (( Z4 0 32"CJNNEC7 TO DRA/N P/PE #4 �n'P) %4^ 32" 3� R DAYLIGHT INTO SLOPE 3 NOTES, PLAN VIEW "CLEAR a I (TYP) o' 1. GROUND SHALL BE PRE-WETTED PER SOILS ENGINEERS INS7RUCTTO445 PR/OR TO PLACEMENT OF CONCRETE. -- -- 9" 1'-0 2. GR47E SHALL BE BOL7E0 TO%2"X 4%Z"L:ALV ANCHOR BOLTS SET/N CONCRETE ANCHOR BOLTS SHALL BE DOWN DRAIN *N07F.1' 6 2'-9" \ THREADED AT THE TOP FOR FASTEN/NG TO REMOVABLE GRATE 3•_2" AT BASE OF WALL, 7HE NON-EXPANSIVE BACKF/LL 12 *N01E MA7ERMLS SHOULD EXTEND TO A MIN DISTANCE OF 2' rn 3 MA7ERIAL FOR CONSTRUC7ION OF DOWNDRA/N SHALL BE CONCRETE REINFORCED WITH 6"X 5"W/. 4 WELDED AT BASE OF WALL, THE NON-EXPANSIVE 84CKRLL OR TO A HORIZONTAL D/STANCE EQUAL TO THE HEEL o WIRE FABRIC. MATER14LS SHOULD EXTEND TO A MIN. DISTANCE OF 2' W/D7H OF THE FOOANG, WH/CHEYER/S GREATER o OR TO A HORIZONTAL O/STANCE E004L 70 THE HEEL 4. DOWNDRA/N TO PIPE 7RANS/T/ON SHALL BE SET 2'MIN. FROM ROAD RIGHT-OF-WAY. C` WIDTH OF THE FOOTING, WHICHEVER/S GREATER 5. GRATE SHALL BE HOT DIP GALVANIZED AFTER FABRICATION. 4-B" MAX. RETAINING WALL ,n 6_O" M.4X. RETAINING WALL 49 NOT TO SCALE NOT A0 SCALE DOWNDRAIN TO PIPE TRANSITION TERRACE DRAIN & DOWNDRA/N INTERSECT/ON N07E•A SEPARATE PERMIT MUST ALSO BE OBTAINED PR/OR TO WALL CONSIRZIC77ON. NOTE.-A SEPARATE PERM/T MUST ALSO BE OBTAINED PR/OR TO WALL CONS7RU0770N. z 9 NITS NTS i ERSC 10/28/2021 MB EGPC-2021-0013 z MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY: SEAL "-' CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN OFESSTg1, CITY OF LAKE EL.SINORE SHEET 4 0 FOUND ACCEPTABLE o gM CA '2 �E/bC 'y_._.ms i pp CML ENGINEERS"PLANNERS•SURVEYORS /J p/J�/ n 23 n �2 1880 COMPION AVENUE,SURE 100°CORONA,GA.92881-33J0°951-)34-2130 TRACT NO. LVL/4-J OF '/ � //�" �y(�,v- C 79048 10-29-2021 jko&nQ l�lldCfCJ.N/UG- BENCH MARK: SHEETS 09-14-21 * * SCALE: ROUGH GRADING PLAN y Clw� P 1=40 C=95-33 RR ONd�B, RCE No. 83156 DATE THOMAS M. CASELDINE DATE q <` FILE No. -0"NG CITY ENGINEER P.E. No. 79048 OFCp11F_ EZEYAAON. IJ56.45 MSL DETAILS DATE: 09-14-21 SEE SHEET NO. 1 FOR DESC. 21-372 7RICT BWA04RY COT? PC \KJ WUDSON LANE R� Q R/y 27' 27' TRACT FL A.�. G/N4 Q NE LANE qvµ• EX/S71NC GROUND \ \ BOUNLARY \�J PROP. GROUND \ PROP (''ROUND LOT 149 \ LOT 228 PAO_l670.8 LOT 279 LOT 226 T PAD= 1599.E LOT 229 PAD= 1814.7 PAD 1615*9 IX/S71NG GROUND PAD= 1595.7 DAYLIGHT- — bIK/G/!T PROP. GROUND L/M/TSOAn OF C"Rr�IX/571NG GROUND UM/7S OF GRADING LIMITS OF GRADING SECT/ON A A SECT/ON B-B SECT/ON C-C N.T.S N.T.S N.T.S SEE SWEET 6 SEE SHEET 6 SEE SWEET 6 RL LOT 174 PAD 15512 PROP. GROUND a EX/57. GRID/NG COT 204 PL'R PAO= 152&8 P( RL PROP. GROUND F p• PL PROP CROUND I DAK/GWT LOT 197 24' CDT 796 LOT 193 LOT 792 LIMBS OF GRAD/NG \ PAD= 1"..2 PAD= 15[M.1 PAD= 7577.4 PAD 1512.3 IX SCE _ ACL'ESS ROADA T BOUNLMRY ExbwAG GROUNOJ r IX/SANG GROUND gQgpCCES$� IX/ST/NG GROUND J \ - I O6,T'aWWAIAGE 0-STORM ORMN `l SECT/ON E-E SECT/ON F-F N.T.S SECTION D—D 8 8 N.Ts SEE SHEET B 14' /2' IERRICE 2 RL COT 185 14'BL7VC.Y1 p PAO= 1517.8 - °°"° SECT/ON 2� 8'BENCH 2 PC IXLS7lNG GROUND N.T.S 20'ALL^E55 SEE SWEET 10 ROOD 5 TRACT BOUNDARY 6' L n/GWT IERRIGE 2 UMRSOFF GRID/NCI J SECT/ON G-G GALVANIZED EI GR47E 64L✓AN/ZED FRAME 36" N rs CAST INTO RISER z \\\\% CONCRETE V—DITCH SEE SWEET 9 6"x 8"x 16"CONC BLOCK I II FP Tc Y LL7T I II 16 a'76'✓ENSEN PRECAST INLET I II I II i P TF Ila = = Lor 117 PAD= 7471.0 E � II II 14:1'16"WALL o KNOCKOUT AS 12"HOPE P/PE ��,o REQUIRED SLOPE PER PLAN �s zfi DETAIL T4> M NOT TO SCALE n DROP INLET N.T.'. 0 ERSC 10/28/2021 MB EGPC-2021-0013 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY: SEAL CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN �pFESs/pn, CITY OF LAKE ELSINORE SHEEP ,>FOUND ACCEPTABLE Mcgy,F'Q �ENG/NEER3 01 �p CIVIL ENGINEERS.I NERSOSURVEYORS p/J�J/ n /A Z 18M COMMON AVENUE,SUITE 1001COWNA,CA.92881-3370 1 951-734-2130 TRACT NO. 28 /T-9 `J �n/ (7 F C 79048 m 10-29-2021 J, f"n 1.,01df'4TLQ-- BENCH MARK: OF SHEETS 09-14-21 * * SCALE: ROUGH GRADING PLAN sr CroA� P 1""=40' C=95-33 R ONEM HABI RE No. 8315E DATE THOMAS M. CASELDINE DATE 9r � FILE No. -A6i1NC CITY ENGINEER P.E. No. 79048 FOFCAUF ELEVARON.•1356.45 MSL SECTIONS AND DETAILS DATE: 09-14-21 SEE SHEET NO. 1 FOR ZSC. 21-373 - l � j . J .•� I �'�1��11�� •711,� — � ..ram.. / ,/ - �S� t4► �s .•�► ;�� _ - ��+-` -=:, Yam` � � .,, aim � -• .. � _ - ' r � ,/ � .:� � •-i ,ii � ram • 9�0���1���' �i�a�; � �:; .r ''��•>i����f jE. -e��.:.ram � ��\ \`,. r. .IN rNME' ReNum NMI � �I THESE HAVE BEEN REVIEWED FOR COMPLIANCEPREPARED BY: CITY OF LAKE ELSINORE SHEET „ - - , 23 10-29-2021 CoAlw— BENCH MARK: SHEETS E No. 83156 DATE THOMAS M. CASELDINE , �� OF E NO. 6 160366 1599195 i �16oa.a �HWpprcl,0 - � �Ai r 28 - TC TC i 3 NO, 6 Er PAD=1603 2 I x 16745 \ c_i.4\ ( 284 4.97 J 6 6 PAD=1607.3 tiry - i 1 M0471 h60 PID=1560 6 Z w to x167s9 'M \ \ 28 .o� �o4z j 1 ti. . c 2 _�� 329 ' m o m 16r4,P 1: F � / N 327 AD=1sss.s \\v � PAD=7600 �'\ "- Ao' oo P — 9 � %j". � 6. 1575.1 - �: _ L,78. 0 �. L �� 1576 1 h 3g 66 o p4 F 2 OOWN (P/P) - ^� EIN,, -2 ,_..� { `�' \�. � A7 I . 1YP SAO=7604.6� �� 286 1i157 54 � 03 "� x 157354 1s7354� 15 ONNq C/R E — 757.3 si .54' I �� �� 287 0 1564� 3.� V , m /I \ , d 5 A — � � ,�, � � O �I, t� � _ +a • 1_�� �i <,� � �V��' �� 321 - � 'PAD=1577:9 O 6 PAD-—1575.1_ PD 7 1 PAD B 5. _ m _ DOWN pRA/N Y1P. g6.70'70 I' 9 7 fIf i a 2 / 57E x 16 96 4 Q 95.20 ItJ✓1 a 4.0 \ z o ' e R 15 9 .4 yy0 U I � SAIL 212 � DHE�a, 922 I ►� ON v PAD=y6,520 T� � 69s.6 , H04 MA//VTA/NED SLOPES PAD=1595.9 0 �� � o 2 , � 752 4 I� Q I `� �, , '� , , �I�� � � � 7528.0 0 � , 210 0 P N LTG 1 ? � XIST OOP) &1.90,IMI PAD=1578.8 7 RAIN I TyP• PAV - - xz 00,7 a, �1., � ' ,SE���, 106.64' , 20-0 o PAD � .. ��� �o•_ .�•�� 1528G ti ? '' o aT� >� HUDSON LANE 154204 o F,- 1534 x 1701 a h ';h,;, ,a. J,;, 6• x 17o1.z CONSTRUCT/ON /VOTES O2 CONSTRUCT TERRACE DRAIN PER DETAIL ON SHEET 4. o 2 / O CONSTRUCT RETAINING WALL PER DETAIL ON SHEET 4. (UNDER SEPSNATE PERMIT) CONSTRUCT RETAINING WALL PER DETAIL ON SHEET 4. (UNDER SEPER47E PERMIT) o PA 5 9 CONSTRUCT RETAINING WALL PER DETAIL ON SHEET 4. (UNDER SEPERATE PERMIT) CONS7RUCT 12'HOPE PIPE TYPE S'. MIN/MUM THICKNESS AND S77FFNESS PER - ` 0 CALTRANS SPECS SE077ON G4-1.03. N CONSTRUCT PARKWAY CULvERT TYPE :4'TYPE It PER CITY OF LAKE ELSINORE S7D. 306W 'IIdU.SIIlI1I'III INSTALL 16X16'✓ENSEN PRECAST INC. DROP INLET OR APPROVED EQUAL PER 40' 0 40' 80' a DETAIL ON SHEET 5. j \ J SCALE 1'=40' - � ,.,..,..., �.�,�„ ,,.��.� � a ERsc >,o/zs/zou Ma EGPC-2021-0013 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY: SEAL CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEENpFESS1p1, CITY OF LAKE EL_SINORE SHEET 7 0 FOUND ACCEPTABLE Mcq '2 AMP, NG/NEERS i � 6 CIVIL ENGINEERS•-NNER-SURV-S p �/ //] l9 m 18W COMPTON AVENUE,SUITE 1001CORONA,CA.9 2881-3370 1 951-734-2130 TRACT NO. 2V2/��9 OF `J 'Q//I- ///n��-�^� F C 79048 10-29-2021 J, o"n C0eJ BENCH MARK: SHEETS 09->4-2> * * SSE' ROUGH GRADING PLAN sr clw� P 1=40 C=95-33 R ONE�1 HABIB, RICE No. 83156 DATE THOMAS M. CASELDINE DATE q <` FILE No. -A6i1NG CITY ENGINEER P.E. No. 79048 �`oFcnuF� ETEYAITON. 1356.45 MSL DATE: 09-14-21 SEE SHEET NO. 1 FOR DESC. 21-375 - , z-- CONSTRUCT/ON NOTES O /o E N Oi CONSTRUCT DOWNDRA/N PER DETAIL ON SHEET 4. G � A1, O2 CONSTRUCT TERRACE DRAIN PER DETAIL ON SHEET 4. C N I� S O CONSTRUCT 6"THICK CONCRETE PAVED ACCESS ROAD. C E E CONSTYUCT RETAINING WALL PER DETAIL IVO 5 ON SHEET 4 O CONSTRUCT-T'AC.CPAV E ENT 0V PER CRUSHED ON SHEET 4. (UNDER SHEET 4.PERMIT) ,J 1 C �/ 1Tu 9-- �s CONSTRUCT 3"A.C. PAI�EMENT OILER 4"CRUSHED A.B. PER DETAIL ON SHEET 4. V-D TCH DETAI CONSTRUCT TERRACE DRAIN&DOWN OR4/N INTERSECT/ON 6 ' PER DETAIL ON SHEET 4. 5 PAD— 1550.7 �9 CONSTRUCT DOWNDR4IN TO PIPE TRMNS/T/ON PER DETAIL ON SHEET 4 fig / `W .. CONSTRUCT 12"HOPE PIPE TYPE S" MINIMUM THICKNESS AND STIFFNESS PER � �89 � ��j,�' � �' — !'7y • - � i /"� / / !0 CAL7R4NS SPECS SECTION G4-1.03. 1 r,�6Pi -� / / 31 I h 9 g"SO ae �� iC f y9• _ � ��0 PAD=1513 1 l7 CONSTRUCT 6"C&G PER C/TY OF LAKE ELS/NORE STD. 201. M:2 66� o � � 6 z �.. L� 17 ��6 >9 .' �5ti 1 fG x 1486,4/ i n9 �� ' 1� / o 318 2d >?> t FG , N PAD=15 / V qo a 92 F h o0 , PAD=j5123 �� q � g 3 4 f oaa G 5 PAD=156 meter i ( J PAD=1509. 95 � � ��(,' 15111.1 PAD 5d. / �G� t`1G .� r �N 299 t' �5°otG i 194' ti 1 �1 PAD=7510, �/ � D1 58 / — lJ 298 5 n NE z/ �6 trC �8#Z6 k B/ P195 AD 1510.0 PAO �510.71 N 036 6 �oj o o 29,2 s 2 0 A05130 6 i .9q1' U�S�% 1rG499.3 L o� — N 196 D 150 .1 � PAD—1574.E i � g.B�3y � � t`�1 � / a PAD= 17..4 o- �� 2 6 fP8 2 0 40' eo' � •�, �D, - / �540' 7 a o_ / - ' t ',L SCALE 1"=40 00 199- $D� .� � o 3 7• N fi HUOSOrV[q 26 F 2034 _ PAD �- N o _ 204 1 �,.'�` ��� �- 1'�4 _. � -- 6t•0�o .�rr t , vRoiEG - - �/ z l - _ - � � t- � SEE STORM ND P ` dR 1542.E - L - L o ' (Z5OX) ;_ — — —— o 1 a 7 PRO. /SRO✓EMENTS 36557 ,...1 EX SCE ACCE N88'45 50 W 1955.16' " �` - � SSfM� 7EN I -- _ - — — c NG PLANS 1 ERSC 10128PO21 nne EGPC-2021-0013 Y MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY: SEAL Fu CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN pFEs 1- CITY OF LAKE ELSINORE SHEET 8 0 FOUND ACCEPTABLE Mcq '2 �ENG/NEERS i � 6 CIVIL ENGINEERS•PLANNERS SURVEYORS p �/ //] l9 m 1880 COMPTON AVENUE,SUITE 1001 CORONA,GA.92881-3370"951-734-2130 TRACT NO. 28214-9 TO —1/ OF L 3 'Q//�- ///n��-�^� F C 79048 10-29-2021 Jkfna4 l.�(� VYW- BENCH MARK: 1. 09-14-21 * * SSE' ROUGH GRADING PLAN SHEETS In sr P 1=40 C=95-33 R ONE1 No. 8315E DATE THOMAS M. CASELDINE DATE q civic <` FILE No. oFcnuF� ELEYAAON,1356.45 MSL -A6�W7C CITY ENGINEER P.E. No. 79048 DATE: 09-14-21 SEE SHEET NO. 1 FOR DESC. 21-376 CONSTRUCT/ON NOTES SEE SHEET /10. 10 SEE SHEET NO. 0 CONSTRUCT DOWNDRAIN PER IL ON SHEET 4 OE DRAIAl PER DETAIL ON SHEET 4 CONSTRUCT RETCONSTRUCT N�NG WALL PER DETAILON SHEET 4. UNDER SEPERATE PERM/T �O �ry� /I '^ 'ro, // 9• '� `�'�`' ! Cam^ O 79A 0. PA VEAII � �s CONSTRUCT 3�CONCRETE V�D/OCH PER DETAIL ON SHEET 40ETA/L ON SHEET 4. - CONSTRUCT 3l� H 7 4� PAD=1524.E ° Q �j CONSRUCT TERR4CE DRAIN&DOWN DR INTERSECTION '5�� _ � .3 1 ,_ "j.1,� ! I TL'76� I PER DETAIL ON SHEET 4. _ �,,¢.h 110.21' CONSTRUCT CONSTRUCT�2wHOPE P/PENDRA11V TO P/PE ETR4NS/77ON PER DETAIL ON M/N/MUM 7N/CKNESS ANOEET 4ST/FFNESS PER � )�� �'�sr/ c�Q �� h `� fG 7 �II�'. TC 1 m \ �� ¢ of 180 f� CAL SPECS. SECAON G4-1.03. � ;, �/ � / n CONSTRUCT PARKWAY CUL INERT TYPE :1"TYPE//PER C17Y OF LAKE ELSINORE STD 3004 �,, I _ i 1 / 9 -15 I� M PAD=1922 5 _- i2 CONSTRUCT 8'C&G PER CITY OF LAKE ELSINORE STD. 201 'r la DOWNORA/N TO CURB 7R4NS/T/ON PER DETAIL ON SHEET 4. �,11 � � �y- �� h �• � A I � 1 � '� 15 CONSTRUCT 6"A.C. CURB PER C17Y OF LAKE ELSINORE STD. 207 /h� -, 1 10406' IP�D- 15555� e 'In L., 181 -rt� �¢, 20 II. ��' �� I`o �;,, 152115 15 FG 260 �'y � � III � 18z D 1558.6 �� _ PAD 156E 6 11 PA / s 8 PAD- 1520.6 QQ 1 FG' I t-� ��?59 D 1569.5 71 �Q .��� .55 I I i PA = Fc 1519.9PAD=1 1519.6 /1 } � 9g.51 � I . =15659 II i � 4f � 152Z. GB u I} _ 1� 0� � ✓'37 �� � 15� ��93� I�1 �Pd = 5 � � 5.1 Z 1I0=1 PAD=152E j o i 6 4i E i 5 1 i - z 8 ro 315 CB> 9'?,ate, ` _� "s 1 I �\ - �_ eG' `�$. °II�IIII,I M Ilk Jul' 1i I z 0 g0i 6 � 1 fob PAD=1536.1 187 1" 33¢ 5- 1 v j PAD 1515 8 �I P,a,� 1.�a 1.0, � E� r� � .3da �• _ i2B. /�j� o \ 1 10 ii/�, �� i PAD��s J07 41 PAD- 1515.7 I P D �5 �j o1i acetss Roan � I �I M � Imo-- • -� i 'rn PA z1550.8 x 1486.6 = .73 .x 14 � ✓'�� - _ � .�-�P 1��/� = 1538.1 ''��, � �� ,I I h � �� �'%%�%'% � V':,�Nai � s �I ��;i� I � �- PAD7z�/ J=/ P06=Ass/LJj \f / -IRG�/ / ` - �� /, 0�9 - Kh_ os• vvE �� M ' ✓ 7.90 9 C� �� wore 0 /��) ��g�III o � e 1 �� lo I13.8 15t4. h a 40' 0 40' aa' cA SCALE 1=40' ERSC 10/28/2021 Ma EGPC-2021-0013 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY: SEAL CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN pFESSI CFTY OF LAKE ELSINORE SHEET 9 0 FOUND ACCEPTABLE M.C,q '2 AMC, NG/NEERS i CIVIL ENGINEERS PLANNERS,SURVEYORS /Jp/J n //f l9 m 18W COMPTON AVENUE SUITE 1001CORONA,EA.92881-3370 1 951-734-2130 TRACT NO. 28 14-9 OF L 3 'Q//�- ///n��-�^� F C 79048 jt/(7I p} 10-29-2021 J, o"I C0 BENCH MARK: SHEETS os->4-2> * * SCALE: ROUGH GRADING PLAN sr civic P /-•� CC-95-33 R ONE 1 No. 8315E DATE THOMAS M. CASELDINE DATE •9 <` FILE No. oFcnuF� ELEYAAON. 1356.45 MSL -A6�W7C CITY ENGINEER P.E. No. 79048 DATE: 09-14-21 SEE SHEET NO. 1 FOR DESC. 21-377 • • • . - ., . , ��II�, I�jrB.1, O y.� �� ;11�� / �•0 ��0,\/ /1�. . �ya r 1 J � 0 WWI KENN SMA t tiny/�.�„�,i�lii��iw �� �� � \.., �I/ �II� r - c,- � ,�. I- • 1 , Zm fflAfflffiffi • �� iI '\ ill � \ � � � • - :,. - �� � _. �.��.o � � � ,,� �:_ � ,� , •• .., ..,, .g NOW j�►1o�► -�������►����� ���1 `�` ..� i �� ;� ��-,. ;�s�.:���l�� �� r � q % Ill '�. ,, \ _ ,n,.a '.. yj �� G,:�� �01:�i.►�i�yi���si� � L ... lsI `. ,� '�� ,. ��',. mom✓ � . _ -- ',' .. _ ,� .. V Aso _ � ►��i�' '1��� g' ��� �� �- �� r0 6Q�Jj �. • ®� ' ' PREPARED : CITY OF •- • 'lull ACCEPTABLE OF 2J- P.E. No. 79048 Sff SHEET NO. I -� 11G01 1 1, SZT HE III e`� h ! �� 1 \w hl S 1 4, r' PAD 1436.3 >. / c CONSTRUCTION NOTES CONSTRUCT DOWNOR4/N PER DETAIL ON SHEET 4. >_ �� ICI =74260 hl v CONSTRUCT TERRACE OR4/N PER DETAIL ON SHEET 4. 1 M O CONSTRUCT 3'A.C. PAt/EMENT OIiER 4"CRUSHED A.B. PER DETAIL ON SHEET 4. ^� voi Q CONSTRUCT 3'CONCRETE V-DITCH PER DETAIL ON SHEET 4. u I `'�� I 1, �. ! �� / �j CONSJRUCT TERRACE OR4/N e@•00{4'N ORA/N/NTERSECJION 11 �, B i / l`V / /s8 .T I ^ PER OETA/L ON SHEET 4. !/ '�V l 1428,70 1 p /•` 2 -. ' "N� / a CONSTRUCT PARKWAY CULVERT TYPE A"TYPE//PER 111 rcU�. I _�o25.4 V / C/7Y OF LAKE ELS/NORE STD. 300A. PER STREET/MPROIIEMENT PLANS()YP/CAL) 1 �7` T J � TC l l N I l �I / _ � Iz CONSTRUCT 8"C&G PER C/TY OF LAKE ELS/NORE STD. 201. 40' 0 40' 80' � / 9`p� - "% 1 ?i^` 1 �� '( 71 j S I 75 CONSTRUCT 6'A.C. CURB PER C17Y OF LAKE ELS/NORE STD. 207 1� p6/tiV SC4LE 1=40' o, h/ of � �� � I� zp 56 �' �� \ ' F o- l I 43146 I I� �1 143978�J�1439 _ �� `•I ',' .a 1 6 11� -- h �, I 144007144p k arc C�rc PAD=144� � l a �i� 7 13 DETAIL A - PAD=1441.E / des' / Y'�' / �a, 00, aL I 45' LOT 178 PAD' 1447�8 130 �yg 5 P,40- 44 . ' a _•� '�� o II PAD=>429. •ate `� ��V` fo ��x j• � N Exrsmvc caouuo� • I� IMQ I �. j431.79 PA34F'- PAD- - `_ PAD � PTO II ti _ 14�Tc I r L=Z-15 e.16 7 ti ' ' 1a2rc kli� _ I FG o o � �143 rG --- �' '�1?8 (1 v / a a � n ' � i^i >�• I 1 / v' 62 x1311 �.. 2 12 1T \ 7�39 / �%- 6J / 1 1 11/ s fL E I 6¢ n >tx�a PAD - e� 3 7.86R' 65 � da' 1, I ��1; 27 PAD- 1434.3d I Try F / 6 4x 4 1 6 SECTION J— k ' 1 n ° (� � I PL f LOT 129 V �' a�o 75 — LE / P _ f I N (n '/ �� 'b� °� �" N8845d11-W 186.96' - I -�'�IPRESS4 JRACT BOUNDARY 1 SEE SHEET NO. 9 r ERSC 10/28/2021 MB EGPC-2021-0013 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY: SEAL M CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN �oFFSS/qy CITY OF LAKE EL.SINORE SHEET I I o FOUND ACCEPTABLE �Q, Mcq '� ��ENG/NEEf7S i /// CIVIL ENGIIEERS.PRN gERS.SURVEYOR5 /] //f `J F C79048 T 1880 COMPTON AVENUE.SUITE 100.00 ON,CA.92881-3370I981-734-2130 TRACT NO. 28214-9 p} JL04d �S SCALE: BENCH MARK: OF SHEETS 10-29-2021 09-14-21 * * ROUGH GRADING PLAN >` cmll- 1=40 C-95-33 R�E'10N HABIB, RICE No. 83156 DATE THOMAS M. CASELDINE DATE q>FOF FP FILE No. -146AN�CITY ENGINEER P.E. No. 79048 cnu T ShE/ON.•1356.45 MSL DATE: 09->4-21 SEE SHEET N0. 1 FOR DESC. 21-379 r � -- 11►l��Vlallll�N ._ -« 1 �1 :� ��'-r►`�^i».--- C ��� � �� \���\-���•i��'-�+' �alc� r u PEI NOR 41111 Il �2_•r�r_�ri�i ' ®�I� mu� +� ��/11, � •if ,� �IV1 ' o;� � . ......• '� ',� �IiI�I/�Gl Iim-��1�AI ram- �■ , , .`-• ,y.�r.:► INS ' ���II�II� �'�1��r1 ����lj� ° r �;/say.,�r,ii►ii����'� i `�V ""'' .- ' 1� � s o w \• ME 63 ►� III 11 I !I � ., I.. -� ��a ���AIt;►r'�1j��111 ,� —����r % ,�. \1����,5�11;�� % � � I °,_ i;, •``�r �i11■�► ,� . " , �, . �� 01r . ilk. •�•,�� ,� \ '� i 1 . swill qgl Hu ►� pis • - , I . .. ��; �r����, ����� -- • ►. WMITA TAE APPROPRIATE PREPARED BY: CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN �I�►� 11 O •,� -q,�/� ii% ? r i ; �1� �, � I® N '�" � r — mmnnnn nr. =r. , �, �I�►fit �� � i ��� �r✓,, - ;;• , ,, I/I���•\ � `, ✓J, � . is -' �, .��"���._ .. .. ., 1� , 11� 11 '1�►N/I p �% ,- ;•o -- „ t � .��; ��I'.� � . :1��*It::'�'�� .ems i .. ' ' - • •- - -� CONSTRUCT/ON NOTES Qi CONSTRUCT DOWNDR41N PER DETAIL ON SHEET 4. 2 CONSTRUCT TERRACE DRAIN PER DETAIL ON SHEET 4. CONSTRUCT RETAINING WALL PER DETAIL ON SHEET 4. (UNDER SEPER4TE PERMITJ �IA CONSTRUCT RETAINING WALL PER DETAIL ON SHEET 4. (UNDER SEPER47E PERMIT) 7 CONSTRUCT TERRACE DRAIN&DOWN DR41N IIVTERSE077ON PER DETAIL ON SHEET 4. n CONSTRUCT PARKWAY CULVERT TYPE it"TYPE//PER � 00 `, � �� � Pt C17Y OF LAKE ELSINORE STD. 306W 16 CONS7RUCT VERDUR4 WALL PER SEPAR47F PLAN UNDER 44` V LOT 49 SEPARA7E PERMIT PAD=1391.B PAD = 1415.oj 45 PAD 392 �9 x \ 46 � 0 0 . -y cam-'>, Coo 105• 1c-' 36, -� V _ `FX. 1 I F p,-80 o% �� \ \ PAD .- 9 .5� 47 ���•'t- 7Q7��,� ,, ti !�' 6 PAD=7407.,E • a 10612 gh39 N o\ �� \ 108, �0' �` 0 �3 �e 79 \ \ \ 48 \ 1k1 0 �? PAD=140d.2 PAD=1412.0 70 7 DAYUCHT g �' 0 ` 2 0 Ok _ i AD=1470.4 \ V D- 41 .0 0 14198 E' � I � -- ,I�I� Q r70 ; \�:—EX/S77NG GROUND FO 141521 � C�1 > A 14.�M)�I ' 14 �� N1 \6A 2 27 �W 3 � / �6 7 I I J�-• __ \ TRACT 12 27, 20' �pUt' 1�' v �= f \BOUNDARY 12' M ' 1 FG I a I 1 FG M� o n CY 4 NICCHAOLS M 7420.2 _ o I �I )� �� ox �` SECT/ON IV—IV N.T.S I i Jo � I CP ley'60T h ud'� /� x1322.3 s 4 I I O 0' M l I \ / ro � � 0 51i 0 k h "A\A n 1 u I � Igo xi I \PAD 1 23.9 9' x 353,8 � � h ti o a o o x p5"'Ll ?it I \y� 1 h PAD'' 4 40' 0 40' 80' °!�1 r o o SCALE >=40' � ,SyE T y O a \ l i v� _ _ - - l� _ E P 2 21 1 - G C 0 00 3 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY: SEAL CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEENpFEss/q1, CITY �F LAKE ELS�N�RE SHEET �.3 0 FOUND ACCEPTABLE Mcq '2 �ENG/NEERS i CIVIL ENGINEERS•—NNER—SURV—S /Jp/J�/ //] l9 m 1880 COMPTON AVENUE,SUITE 100�CORONA,CA.9 2881-3370 1 951-734-2130 TRACT NO. 28 /4-9 OF L—T 'Q//�- ///n���-�^��� �F C 79048 10-29-2021 Jkfna4 l..(16��� BENCH MARK: SHEETS 09->4-2> * * SSE' ROUGH GRADING PLAN sr clvl� P 1=40 C=95-33 R ONE�1 HABIB, RICE No. 83156 DATE THOMAS M. CASELDINE DATE q <` FILE No. OFcnuF� ELEYA770N. 1356.45 MSL -A6iWlC CRY ENGINEER P.E. No. 79048 DATE: 09-14-21 SEE SHEET NO. 1 FOR DESC. 21-381 a �s° ,E WENT. - WIN I I Ig IN MR. N OR INN .,. I •I fib '� %r je��V�': \,III�� �� S��S1 W �'��: - ��� ��j�iiiisir"'���iJ�- E••���'� s_ 'la�t /�I�� `'` ,t 1 �� ,a ?`� .,� '�� it - ®s_pa—„iir -=���_��� �i,7�I►' ��� S�i_ * ���, '�` 'Q1 AM iW �' �.• ��� �, �._ i1 � !��� ergo ��� - I��`�����l,�+ .., � \ �� � i��� I p _111 W Kill ®��ll/V \l� = -ors � ►�t► �'�;,.�»�L� � - � J� � ',, �,;, :. , NIA . ®r • , ♦.. ,�� � --� III 1 11 � a\ S '•.. /, -:��.®, � �Y �\, ��' ��1,�`,��nr I' ,, lip n ,� ►fir � '' - :�.:� � ,__1)//v� '' �.,� ,, �ta►II/Ilnl Nam WA I PREPARED CITY 11�III/N����II�r � _ ll�� ' �11i.I��'�� �' �" • i © 1 ,-' ��!'• .f 1 ,, ��,��, II'\1''��Ilili1i14 II�'I III IIIIII�I\\�II IIIIII �Ilhl�l��u•���,I "I I� � •7.• , i • '�®'�ryrr�e;� \ ��' I �. � i� \\�\1 i`` • �- ' - • •- —� �� 79048 CONSTRUCT/ON NOTES CONSTRUCT DOWNDR4IN PER DETAIL DN SHEET 4. CONSTRUCT TERRACE OR41N PER DETAIL ON SHEET 4. CONSTRUCT RETAINING WALL PER DETAIL ON SHEET 4. (UNDER SEPER4TE PERMIT) O CONSTRUCT RETAINING WALL PER DETAIL ON SHEET 4. (UNDER SEPER4TE PERMIT) .f CONSTRUCT TERRACE 9R4IN&DOWN DRAIN INIERSECAON PER DETAIL ON SHEET 4. Ii CONSTRUCT PARKWAY CULVERT TYPE :4"TYPE//PER CITY OF LAKE ELSINORE STD. 3004 x13 9. SOP o \ \ TOP TEMPORARY BERM TRACT LOT 4 B OUNL1aRY P TB' AOPAD=14129 ALBERHILL IV RANCH RE I �V X PAD=1473.9 zoo �� i 0 EX/S77NG SECT/ON Q-Q 1¢T� N.r5 I An- ,14�74.7 - x1418 •�+.\ ,gyp i q1 65 1C � / � o � 3\ tS �� � �q-o \ , TRA BONaaRr ALBERHrzL PL ?s o 50•p0 6 ► �� �; �� v RavCH Ra4G 15 ���4G ti G i 05 PAD=7412.E 2.0 LOr 1s �Ih�_i AD=14135 110 uzsz � 0 I• �p'�'�0 �h ��� PAD 1416. PAD=y4J5. n X EX1STING SECT/ON P-P z N.rs _ �- _A Tpv�yl �� I ga ,� �. PAD=1421.3 t 4z x Q-i �ati17C1 - v II LGr 25 � ,�s I 1 � T.rg ti ^�' 1.�70 � a � � � PAO= 1l33.0 415.9 n� - - ��I0 2 h? S PAD 1422 1419.2 \ a I I � - . '� �24 2.0 I Asph, AD=1417.E 2.0 a 1 CB >4>9.44 1 9.LET 0� A ^ M/N EXsrzuc GROU,ua h� U 17 I p I PA =1420.7 �E`I -. 18 h 17T0 7W B �G' 0 1pOj x �o% 2 TERRA PAD=1420.� '� �o.�� `saa• 1� .�� l�' OQ5 � 27 ► ���r ,� 0 I V 1 ���G PAD=142 .6 P T 2�j 1 � ��� 2>24� 1�ltrm• � fg5' � 4.`\ � _ - / Av'� �� A 1r0. 13 I 1434 xy429.5 =1425.3 SECTON O-O BO/J�RY j ' Tc6 O 35 � SEE sHEEr 14 ICHOcs w' / 13 2d zoz4D PAD- 1425.7 PA' 1432. ^ FG PAD=1433.5 ' - � D= II _ - 0 7W 2990 'nR FAO=7431. I 0 1 2520 IF ( 14 1 ti 47�H7 � I 3p D PAD=1 vz4�8,3 0 , 1 6-- I 5 1 O 36.32 4.7B' 67. �N 0.5 In 1 g. m x 1^ 20 PAD 143� 13a2 �• I x 1429.1 \n• 11B 4 4E S^ h 1 40' 0 40' i SCALE 1"=40 SEE SHEET NO. 14 ERSC 10/28/2021 MB EGPC-2021-0013 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY: SEAL CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN �pFESS/pN CITY OF LAKE EL_SINORE SHEET 15 0 FOUND ACCEPTABLE P M.c,q '9! Of/VolNGINEERS i pj CIVIL ENGINEERS•PLANNERS•SURVEYORS p �J/ n //f n p 5 1880 COMPiON AVENUE,SUITE 1001 CORONA,CA.92881-33701951-734-2130 TRACT NO. 2CJ214-J `J �^.n/ 09-14-21 *� cTsoaa m* SCALE: } 10-29-2021 JAWMQ4 l.�l�'� BENCH MARK: ROUGH GRADING PLAN OF SHEETS sr civic- P 1=40 C-95-33 R ONEM HABIB, RICE No. 8315E DATE THOMAS M. CASELDINE DATE 9 �' FILE No. -A6T�CTTY ENGINEER P.E. No. 79048 �`OFCAuF LLEYAAOV IJ56.45 MSL DATE: 09-14-21 SEE SHEET NO. 1 FOR DESC. 21-383 SEE SHEET NO SFT- SHEET NO I STEEL STRAP (T4ypB1CAALS 112 X 2 WITH 318-BOLT WELDED BARS TOP OF BASIN (Typ-) ---- ------ x 70 flfv ll� --------- PER PLAN CSP RISER AND GRATE ---- ------- 0 ASSEMBLY SHALL HE GAL BAN/ZED ID14. PER 12 GAUGE MIN OR AN ALTERIV477VE APPROVED BY THE OWNER. M91R TO INCREASER TABLE FOR DETAILED RISER INFORMA77ON HOLES CUT WITH A WELDING TORCH ARE ACCEPTABLE 1306.0 FG TEASE- SAME S/ZE OV7ZfT P/pf�4: SECTION '-BASIN FLOOR < SET T IN WET 10llR OUTLET PIPE SIZE PER PLAN FOOTING AND TROWEL INSIDE 70 DRAIN. MIN. -AMOHOR&OCWMX 5 SACAICY CONCRETE METHOD APPROVED BY CORONA Df-S11-TING RlSf-R Df-TA11- NOT TO SCALE INLET D14 OF OF TOTAL OF ORIFICES - {'OF ORIFICES®, OF ORIFICES RISER ORIFICE ORIFICES ORIFICE AREA ROW 3 LOCATED OA. (FT) REOURED REO. (FT'2) 12'ABODE FG 124-ABOVE FG 36"ABOPE iG 5 1 1.5" 1 21 1 0.21 1 if a 8,O.C. I I g' j T DETENTION BASIN STAGE STORAGEA&f ELEV (sq fr.) (ft) (c- ft) (c- ft) (cu. ft) (c- ft.) ll.W6.00 <940.59 NIA NIA 0.00 AIIA 0.00 1,.TO7.00 46,916.25 1.00 45428.42 45428.42 45420.JO 45420.JO my ("m 15M 11".00 49,210.81 1.00 4806153 93491.95 48058.97 93479.26 1IM9.00 51,420.79 1.00 50315.80 143807.75 50371.76 143791.02 1-710.00 5J,6LT7.9J 1.00 52529.36 1,96M7.11 52525.46 196376.48 5X5'114 AV 1IJ11.00 56,06Y.84 1.00 5485J.88 251191.00 54849.39 251165.87 1,JI2.00 58,JY7.55 1.00 5723369 308424.89 57229.75 JWJ95 62 ilili.00 60,782.95 1.00 59590.25 368014.94 59586.27 367981.89 1,JI4.00 63,177.67 1.00 61980.31 429995.25 81976.48 429958.J4 Mr.srO of s fo-m'w 29 i Mz Q� 1,JI5.00 48,4UO.04 1.00 25.12 4J0020.J7 19.67 42997801 �9N&44 AC-FT W7�-Joe,0 IIJ16.00 20,502.83 1.00 105.15.96 440556 JJ 8162.58 4J8140.59 -r i, CO y 1.00 18"7.88 5.12 1 457015.72 7,J7&.CV 74,786.69 1.00 157.T9.81 475194.02 15774.2D 472729.92 ARa 77JI9.00 11,184.11 1.00 12685.40 48782Y.41 12655.68 :9760 1,320.00 42M 19 1.00 97J4.65 497814.06 9898.48 084.77 1,321.00 3 1.74.15 1.00 5709.87 50MJ.7.7 5505.04 50aW9.12 WOPOSED BfO-RE7EWCN BASIN(2:1 LENG7H 70 WD7H R4770) -ljKoo BOTTOM ELEVATION PER PLAN llI m'�j /jig OUTLET STRUCTUREFREEBOARD I'MIN. L fs 1R-X12-"ANCHOR - - - - - J J ENGINEERING SOtL MEDIA 12"MAX PONDING SLOPE(Typ.) 2-1- ASx-OP4 MULCH �y TT. OF BASIN lim '6"OF SEE NOTE 1 -ENGINEERING SOIL MEDIA -1-OF PROP. 12'SO J'8 LIMIT OF SURGAADE CLEAN GRAVEL IAASHTO 157 NON-WOWEN OR APPR%E)EQUAL) INVERT PER PLAN CS WATER TIGHT IT0 GRAVEL 6'PERFORATED P.V.C. 12'S9 DRAINS INTO NOTE: 10'O.C., 5=0.5Z MIN. EX. DETDETENTION84SIN 1. INVERT OF PERFORATED PIPE SHALL NOT BE GREATER MAN 30"FROM BASIN BOTTOM MINIMUM 2" GRAVEL SEC77ON ABOVE TOP OF PIPE AND BELOW BOTTOM OF PIPE L 2. CLE4110LIT ON UNDERORAIN NOT SHOWN FOR CLARITY. CONSTRUCTION NOTES 9/0 RfTf-NTION BASIN Df 7A11- 74 INSTALL 161(16" IENSEN PRECAST INC. DROP INLET OR O APPROVED EQUAL PER DETAIL ON SHEET 5 NOT TO SCALE CONSTRUCT 12-ROPE 78 CONSTRUCT,910-fiFTENTION BASIN PER DETAIL HEREON A41NERAL COMPONENT RANGE REQUIREMENT PERCENT RANGE OIL MEDIA RZOWREMEA'75* 50' 0 50' /Do' 70-80 SAND 7HE ENGINEERED SOIL MEDIA SHALL BE COMPRISED OF 85Z MINERAL COMPONENT AND 15%ORSANIC COMPONENT, BY VOLUME, DRUM MIXED PRIOR 15-20 SILT TO PLACEMENT. THE MINERAL COMPONEVT SHALL BE A CLASS A SANDY LOW TOP 5-10 CLAY SOIL THAT MEETS THE RANGE SPECIFIED IN TABLE BELOW 7HE ORGWIC COMPONENT SCALE I'!=r50' SHALL BE NMI STABILIZED COMPOST ERSC 10/28/2021 IAB EGPC-2021-0013 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY: SEAL CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN CITY OF LAKE ELSINORE SHEET 16 .. FOUND ACCEPTABLE c CIVIL ENGINEERS I P-NERS.SURVEYORS C 79048 1880 COMPTON AVENUE.SUITE 100.CORONA,CA.92881-337DI951-734-2130 TRACT NO. 28214-9 2J OF Ri SCALE: BENCH MARK: SHEETS 10-29-2021 JL04'� ClW&TUl-_ 09-14-21 1�40' C-.95-,U ROUGH GRADING PLAN RE!MON HABIB, RICE No. 83156 DATE THOMAS M. CASELDINE DATE FILE No. 0'r or 0'r or AgQ1119 CITY ENGINEER P.E. No. 79048 EzfvArION•IJ56 45 MSL DATE: 09-14-21 SEE SHEET NO 1 FOR DESC 21-384 CONSTRUCT/ON NOTES UNE/CURI�TABLE N0. BE4R/NG DELTA RAD/US LENGTH TANGENT n CONSTRUCT 12'N.D.P.E. A 6.N522445� - 31' - B 562439" 45..00' 44.31' 24.14' C 27'34'18" 373.00' 179.49' 91.52' D 18'0705" 90.00' 28.46' 14.J5' E N526;582- - 128.51' - F 13'14'17" 557.00' 128.69' 64.63' G 1147-47'18'W - 29.78' - H 1028 41" 213.00' 38.95' 19.53' 10'3956" 117.00, 21.78' 10.92' J N758J3'W - 2368' - K 16'11'14" 323.00' 91.25' 45..93' L 10'32 46" 463.00' 85..22' 42.73' M N18'4527"f - 5.73' - N 28'38'12" 43300' 216.42' 110.52' 0 N4723:79-f - 54.20' - P 325408" 49.00' 28.14' 14.47' Q 434546" 45..00' 34.J7' 18.07' R N36*320f E - 44.93' - S 23'2639" 45..00' 18.42' 9.34' T N595860"f - 182.96' U 35''58'13" 22.50' 14.13' 7.30' V N840247V - 27.94' - X V N 9� ea 2 N0 of OOSI-__ o e0. /Ar 019, \ \ \\ o\o \ \ PROJECT BOUNDARYo e h \ \ °°/ \ nh 64 S m r ^.� h M ^ 191 192 s o \°\ IQ W N �l\ o 190 9 g 2 T oo 19965 ^ b \ SEE TRACT 28214-9 STORM DR4/N PLAN - O OGV .o. W r / 187 / 195 ^ --- -------- \ `� STORM DRAIN PLANS 185 1,96 197 1194 18.E E i 40' 0 40' 80' o ERSC 10/28/2021 M8 EGPC-2021-0013 SCALE 1""=40' z MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY: SEAL CITY OF LAKE ELSINORE SHEET 17 CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEENOFESSGg1, 0 FOUND ACCEPTABLE M.C,qp'2 Afflj NGmn-a9s i � 1C6j CIVIL ENGINEERS•PLANNERS,SURVEYORS /Jp/J �/ //] l° m 1880 COMPiON AVENUE,SUITE 1001CORONA,CA.92881-3370.951-734-2130 TRACT NO. 28 14-9 TO -1/ OF `� 'Q//�- ///n��-�^� F C 79048 10-29-2021 J, o"n C BENCH MARK: SHEETS os->4-2> * * SSE' ROUGH GRADING PLAN r clw� f=40 C=95-33 R ONE�1 HABIB, RICE No. 83156 DATE THOMAS M. CASELDINE DATE q <`P FILE No. -ARNG CITY ENGINEER P.E. No. 79048 r``oFcwu R"AAON. 1356.45 MSL PRIVATE STORM DRAIN DATE: 09-14-21 SEE SHEET NO. 1 FOR DESC. IMPROVEMENTS 21-385 NPDES/ STORM WATER POLLUTION NOTES Cl T Y OF L AKE EL SINORE 1. For projects that require coverage under the Genera/ Construction Permit, the property owner is responsible EROSION CONTROL PLAN for ensuring that a Qualified SWPPP Practitioner (QSP) and Quo/ified SWPPP Developer (QSD) implement and (CASOA) the SWPPP-approved, pre-qualified BMP's from the California Storm water Quality Association T�A C T NO. �����- (CASQAf handbook/website for construction to retain sediments and pollutants of concern from areas disturbed onsite to the maximum extent practicable during ANY phase of construction operations. For al/ other projects, the property owner is responsible for ensuring that SMP's for construction ore implemented to retain sediments and pollutants of concern from areas disturbed onsite to the maximum extent practicable. The erosion control measures include those shown on this plan as well as any additional erosion control measures dictated by field conditions to prevent erosion and/or the introduction of pollutants into existing public streets and/or onto adjacent properties during ANY phase of construction. 2. For projects that require coverage under the Genera/ Construction Permit, the Storm Water Pollution Prevention Plan (SWPPP) shall be kept on-site and made available upon request of a representative of the EROS/ON CONTROL NOTES.' NOTES Regional Water Qua/ity Control Board (RWQCB) - Santo Ana Region and/or the City of Lake Elsinore. J. Construction sites shall be maintained in such a condition that on anticipated storm does not carry wastes All erosion control pions shall be in accordance with City of Lake Elsinore Ordinance Nos. 1237 772, 529, 1. REFER TO HYDROLOGY STUDY FOR STORM FLOW CALCULATIONS. or pollutants off the site. Discharges of material other than storm water (non-storm water) are prohibited 1004, construction site Best Management Practices (BMP's) and standards outlined within the Lake Elsinore except as authorized by on individual NPDES permit under the statewide Genera/ Permit -Construction Design Manual. No grading permit shall be issued without on erosion control plan approved by the City 2. REFER TO EROSION CONTROL PLAN FOR APPLICABLE BMP S Activity. Engineer. The erosion control plan shall include details of protective measures, including desi/ting basins or other temporary droinoge or control measures, or both, as may be necessary to protect the water quo/ity 3. ALL CONTRIBUTORY DRAINAGE CONVEYED AWAY FROM THE SITE/N A SAFE 4. Potential pollutants include but are not limited to: so/id or Iiquid chemical spills,• wastes from paints, stains, of receiving water bodies or to protect adjoining public and private property from damage from erosion, AND NON-DESTRUCTIVE MANNER TO AN STORM DRAIN INLET AS SHOWN ON sea/ants, so/vents, detergents, glues, lime, pesticides, herbicides, fertilizers, wood preservatives, and asbestos flooding or the deposition of mud or debris which may originate from the site or result from such grading THE MAP. fibers point flakes or stucco fragments, fuels, of/s lubricants, and hydraulic, radiator or battery fluids, operations. concrete and related cutting or curing residues; floatabfe wastes, wastes from engin%quipment steam 4. BUILDING WASH WATER, LOT IRRIGATION WATER, OR OTHER WATERS USED c%on/ng or chemical degreasing, wastes from street cfeon/ng,• and super-ch/or/ncted potable water from line 1. Al/ erosion control plans shall be in accordance with City of Lake Elsinore Ordinance Nos. 529, 772, ON LOTS DURING CONSTRUCT/ON WILL INFILTRATE INTO EACH INDIVIDUAL flushing and testing. During construction, disposal of such materials should occur in o specified and 1237 1004, construction site Best Management Practices (BMP's), and standards outfined within the LOT. ANY EXCESS WILL FLOW TO THE STREET AND INTO THE STORM DRAIN controlled temporary area on-site physical/y separated from potential storm water runoff, with ultimate Lake Elsinore Design Monuol. SYSTEM. THE CONTRACTOR SHALL USED APPLICABLE BMPS TO PREVENT disposal in accordance with local, state and federal requirements. SED/MENT FROM ENTERING THE PUBLIC RIGHT-OF-WAY. ANY SED/MENT 2. The deve%per/contractor Is responsible for any discharges by subcontractors. DEPOSITED IN THE PUBLIC RIGHT-OF-WAY SHALL BE PROPERLY CLEANED 5. Runoff from equipment and vehicle washing sho/I be contained of construction site and must not be AS SPEC/F/ED AS SOON AS POSSIBLE AFTER THE OCCURRENCE. discharged to receiving rooters or the loco/ storm drain system. 3. In case of emergency, call Kevin Seals (responsible person) at (951)-245-0476 (24-hour phone number). 5. THE CONTRACTOR SHALL PROVIDE STREET CLEANING/SWEEPING AS NEEDED TO 6. Appropriate BMPS for construction-related materials, wastes, spills or residues sho// be implemented to KEEP THE PUBLIC RIGHT-OF-WAY FREE OF SED/MENTS, TRASH, DEER/S, AND eliminate or reduce transport from the site to streets, drainage facilities, or adjoining properties by wind or 4• Devices to reduce erosion damage shall not be placed moved or modified without the approval of the OTHER FOREIGN MATERIAL. runoff. Quo/ified SWPPP Developer, City Engineer, or in an emergency, by the person responsible for grading operations. 6 FLUSH WATER FROM WATERLINE CONSTRUCTION SHALL BE OUTLETTED SO AS 7Moteriol storage and stog/ng areas shall be established. Fuel tank, portable toilets, liquids, gels and NOT TO CAUSE EROS/ON, AND MAY FLOW TO THE PUBLIC STORM DRAIN powders shall have secondary containment and be stored away from o/I private/public storm water 5. Areas that are cleared and graded shall be limited to only the portion of the site that is necessary SYSTEM. conveyance systems, sidewo/ks, rights-of-ways and flow-fines. 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 use of temporary and permanent soil 7. THERE ARE NO ANTICIPATED OR EXISTING SOURCES OF TOXIC MATERNAL. 8. Al/portable mixers shall hove plastic liners underneath with grove/ bags places on the down-hill side of the stabilization. liners to contain discharges. 8. POST CONSTRUCT/ON SUPS' INCLUDE (AS SHOWN) 6. Once disturbed, graded slopes exceeding a 3.•1 ratio and/or ten (10) feet in height (temporary or -PAVED STREETS 9. Controlled street washing will only be allowed prior to the application of asphalt seal coots and only when -STORM DRAIN FACILITIES (CITY MA/NTAINFO) all pertinent drainage inlets are protected. permanent) shall be stabilized if they will not be worked within 7 days. During the storm season, a// -STORY DRA LANDSCAPING (PRIVATE A PUBLIC MAINTAINED) slopes shall be stabilized 24 hours prior to a predicted storm event. Construction sites shall be 10. All construction contactors and subcontractor personnel ore to be made aware of the required SUPS and revegetoted as ear/y as feasible after soil disturbance and within 7-days of comp/etion. good housekeeping measures for the project site and any associated construction staging areas. LEGEND 7 Fi// slopes at the tract perimeter must drain away from the top of the slope of the conclusion of 11. Discharging contaminated groundwater produced by dewatering groundwater that has infiltrated into the each working day. PROPOSED CURB & GUTTER construction site is prohibited. Discharging non-contaminated groundwater produced by dewatering activities 8. The contractor shall be responsible and hove signs posted on the site to worn against public trespass may require a National Pollutant Discharge Elimination System (NPDES) permit from the Regional Water into areas where water /s impounded. EXISTING CURB & GUTTER Ouol/ty Control Board. 12. Storm water runoff shall not be directed over any slopes without permanent down drains installed. Erosion 9. Dust shall be contra/led by water/ng or other methods approved by the City Engineer. PROPOSED RIGHT OF WAY and sediment controls including mo/ntencnce ore required on al/ exposed slopes unt//sufficient permanent 10. Placement of devices to reduce erosion damage with/7 the development shall be shown on the EXISTING EDGE OF PAVEMENT Iandscap/ng has been established. 100%slope protection must be in place prior to the Issuance of the approved plan. final certificate of occupancy. EXISTING PROPERTY LINE 13. Vegetation clearing and brushing activities shall not be Initiated during the wet season on ony sites which 11. Des//t/ng foci//ties at al/ droinoge Inlets for the graded site shall be designed for a twenty-five (25) - - EXISTING RIGHT OF WAY are not adequately protected with desi/ting basins or other temporary drainage or control measures. year six (6) hour storm intensity. They must be detailed on the plans. Design and specific recommendations shall be submitted for the following.- EXISTING CENTERLINE 14. Stockpiles of so/7 shall be proper/y secured with BMP's to eliminate or reduce sediment transport from the o) Desi/ting basin volume based on gradient and nature of so/Is. site to streets, drainage foc///ties or adjacent properties. b) The extent of al/graded areas and/dent/f//cation of any temporary soil stab///zotion measures. PROPOSED PAVEMENT c) Size of desi/ting basin out/et pipe and overflow. EXISTING PAVEMENT 15. Stockpiles of soil shall be properly contained to e/im/nate or reduce sediment transport from the site to d) Dike requirements. Show min/mum wall width, slope of walls, percent compact/on, etc. streets, drainage foc///t/es or adjacent propert/es via runoff, veh/cfe tracking or wind. /noct/ve for o period e) Out/et conditions from the desi/ting basin shall not exceed downstream limitations, with the exception ® EXISTING PAVEMENT TO BE REMOVED of 14 days or more shall be covered- active stockp/Ies shall be covered prior to a forecasted rain. of overflow, which /s to be designed to provide capacity of 1.5 times the maximum des/gn flow. 16. For project requ/ring coverage under the Construction General Permit, special attention shall be given to 12. Necessary materials shall be available on-site and at convenient locations to facilitate rapid MS4 MATERNAL STORAGE AND preparation and installation of the Roin Event Action Plan (REAP) as required based on site Risk Level or as construct/on of temporary devices or to repair any damaged erosion contra/ measures when o 50� LOADING/UNLOADING AREA mandated by the Santa Ana Regional Board NPDES Permit, Genera/Permit -Construction Activ/ties. chance or greater of rain within a 48 hour period k; forecast for Lake Elsinore by the National EMA EOU/PMENT MAINTENANCE, WASH 17. At the end of each day of construction activity, o// construction debris and waste materials shall be Oceanic and Atmospheric Agency (NOAA). AND FUELING AREA collected and proper/v disposed of/n covered trash or covered recycle bins. 13. BMP's shall be maintained and inspected dolly to minimize and/or prevent the entrainment of soil in CWA CONCRETE WASHOUT AREA runoff from disturbed soil areas on Construction Sites. All removable protective erosion control devices E 18. This site has obto/ned a National Pollution Prevention Elimination System (NPDES) permit to regulate shown Shall be in place at the end of each working day when the four (4) day rain probability WSA WASTE STORAGE AREA municipal and Industrial storm water discharges. forecast exceeds forty percent (40X). NPDES WDID Z8 33C333722 DATE WD/D ISSUED: 10-07-2010 ❑T ONS/TE SANITATION AREA (TO/LETS) 14. After a rainstorm, a//project generated silt and debris shall be removed from check berms, onsite ® GRAVEL34GS a 19. The undersigned civ// eng/veer, a qualified QSP and/or QSD w//I review placement of eros/on control and public drains and pipes, dro/ns and pipes of adjacent properties and desi/ting basins and the basins rr SILT FENCE insure that work is in accordance with the approved plans. pumped or Any graded slope BMP's damaged during a rainstorm shall also be /mmed/ate/y repa/red. Failure to provide effective maintenance may result in pena/ties. = PROPOSED SLOPE Jkmm C0.64-a 15. Discharging of contaminated soils via surface erosion is prohibited. PROPOSED SHEET FLOW ------as_74=2>---- EXIST. EXISTING SHEET FLOW M THOMAS M. CASELD/NE P.E. No. 79048 Date 16. Construction access points shall be stabilized with a combination of rock and shaker plates year-round to prevent track-out. Rout/ne street sweep/ng shall be performed on a//paved streets -4.25CFS FLOW QUANTITY TO where track/ng /s observed. Vacuum sweepers shall be used when street sweeping becomes Ineffective. STORM DRAIN INLET/ 0 ERSC 10/28/2021 MB EGPC-2021-0013 WD/D NO. 8 33C3952IJ MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY: SEAL CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN ESsi CITY OF LAKE ELSINORE SHEET JB o FOUND ACCEPTABLE �9 SMCq '4 AMAENG/NEERS CIVIL ENGINEERS•PLANNERS•SURVEYORS m 1880 COMMON AVENUE,SURE 1001CORONA.CA.92881-33J01951-)34-]130 TRACT NO. 28214-9 2,3 II/W1 A'�IfV'lll C 79048 SCALE: BENCH MARK: OF So 10-29-2021 09->4-21 SHEETS s 1••=4a' C-95-33 ROUGH GRADING R ONE�B, RCE No. 83156 DATE P.E. No. 79048 DATE q olvl� � FILE No. oFcnuFo� ELEYrIAON. 1356.45 AfSL -A6i1Nf CITY ENGINEER SEE SHEET NO 1 FOR OESC. EROSION CONTROL PLAN 21-386 CITY OF LAKE ELSINORE DATE: 09-14-21 200'MAX GRAVELBAGS(/YP.) FLOdYBY 2 BAGS M/N. TCH BAS/ --CURB FACE 77FR FIBER ROLL 0 k O FIBER ROLL B"MIN 914. II DIRECTION OF - 45• �' (j8FYP) F FLOW 7YPI04L TYP/CAL ^Q lii A SLOP 3 3 SECTION ELEVA7701V j Q 5'IN PALED STREETS 2"MIN 4"M4X =R/ES H 2 EI4GS HIGH 4 M"4.1' 4'MAX DEEP 4"MAX W000 STAKE i I VfLOC/TY REDUCER n FLOWBY CATCH SAS/N PROTECTION WOO A FIBER ROLL 3/4"x 3/4"WOOD STAKE N.Ts. MAX 4 SPACING NTS PLAN t//EW SECT/ON A A n FIBER ROLLS N.T.S SV P CURB FACE TCH BAS/ 3"M/N OPEN/NG BETWEEN /NTOP ROW ►A 10'MIN OR AS REQU/REO %af TO ACCOM00,17E GRAVEL ERGS ANTICIPATED TRAFFIC, SECTION A-A WHICHEVER IS GREATER. Mrs o `-A o "A" "A" a o n SUMP CATCH BAS/N PROTECT/ON 4 R R�Waypd w�"3/B?BOSTEEL T STRAP N.T.S. h 7�OF ry WELDED BARS CURB LEVEZ ^ 67REET W o STREET UNDERCUT 1 UNDERCUT >G REV PER PLAN C.S.A.RISER AND GROIE ASSEMBLY SHALL BE 50'MIN. s�o G4LVAAMD(DR PER PLAN),12 G4UGE MIN. OR AN now ALTERNA7/I"E APPROI ED BY THE OWNER.REFER TO OR FOUR TIMES THE CIRCUMFERENCE OF >O GA. W/RE 2"X 2"NO. TABCE FOR DETAILED R/SER INFORMATION.HOLES CUT II 7NE LARGEST CONSTRUCTION VEHICLE 77RE, TIES 3 EA. IYTH A WELDING 7ORCH ARE ACCEPTABLE. WHICHEVER IS GREATER. I I N INCREASER CRUSHED AGGREG47E GREATER THAN 3" FABRIC FG PER PLAN 10:1 BUT SMALLER THAN 6" CORRUGATED 57EEL PANELS 2 TEE SAME SYZE 64.5/N FLOOR ORIGINAL y�qgq� y ,sEr TEE sEcn/ GRADE %AAMOCD>.380 ^ AS ourzET P/PE SILT STOP W ANCHOR FABRIC 6" IN WET CONCRETE ouTLEr RAF MIN. F0077NO AND TROWEL 12"M/N. UNLESS OTHERWISEF/L7ER FABRIC Ih PAD '72F PER PLAN /NS/OE M AWN. SPECIFIED BY A SOILS ENGINEER gill III IpV. - 2*" SECTON ii"- "4" all = III J P w MIN OR BLOCK MIN. 5 N.T.S. II B" S4cvI CONCRE7E EE,,����gg FRpp/O/77NT IOEW 6"S0. 7YP. CXY OFOR CO�PRDVEO BY 121 STABIL/ZED CONSTRUCTION ACCESS DETAIL PRO;OSED GROUND SIDE 17EW N.T.S n S/L T FENCE VARIES PER PLAN N.T.S. CROSS SECT/ON DETA SEDIMENT BASIN 4 BARS s" 1/2" X 2"STEEL STRAP 5' TYPICAL) WITH 3/8 BOLT WELDED BARS A A 70P OF 84SIN (TYP.) PHASE SEDIM. INLET DIA OF 4 OF TOTAL 4 OF ORIFICES 4 OF ORIFICES 4 OF ORIFICES AREA BASIN RISER OR117CE ORIFICES ORIFICE AREA®ROW 1 LOC47E0 ®ROW 2 LOCATED ®ROW 3 LOCATED C0NCENI7T47E0 FLOW FROM 12"MIN. NO. 91A. (FT) REQU/RED REO. (FT"7) 12"ABODE FG 24"ABOVE FG 35"ABOVE FG V-D/TCH" DOWNDR9/N" ETC. + T ELEy e 13-77 11 4 1.5" 2 0.02 20 18"O.C. NONE NONE 77 PER PLAN C.S.P. RISER AND GRATE ASSEMBLY SHALL BE 13-17 12 4 1.5" 2 0.03 30 18"0.C NONE NONE i G4LVAN/ZED(OL4. PER PLAN),12 GAUGE M/N. OR AN GRAVEL BAGS 2.1 s�0- AL 7F AFOR DETAILED TIVE DSER/NFORMAT/BY 7NF OWNER REFFR TOUT 13-17 13 4 1.5' 4 0.03 3® 18"0..C. NONE NONE TI&SLOPE WITH A WELDING TORCH ARE ACCEPTABLE. 13-17 14 4 1.5" 7 0.08 70 18"0..C NONE NONE PLAN VIEµ• INCREASER 13-17 15 4 1.5" 7 0..08 70 18"O.C. NONE NONE FG PER PLAN BASIN FLOOR 13-17 16 4 1.5" 3 0.04 3® 18"O.C NONE NONE 3"MIN OPENING BETWEEN 5 BAGS IN TOP ROW 9-12 7 3 1.5"' 6 0.07 60 18"0.C NONE NONE ALL AROUND _ TEE- SAME SIZE 9-12 2 3 1.5" 3 0.04 30 18"O.C. NONE NONE £ " AS OU7ZET PIPE SET TEE SEC77ON 24 /N WET CONCRETE 9-12 3 4 1.5" 2 0.03 2 ® 18"O.C. NONE NONE- 6" OUTLET PIPE M/N FOOTING AND TROWEL SIZE PER PLAN INS/DE TO DRAIN. 9-12 4 4 1.5" 2 0.03 20 18"0.C. NONE NONE FIN/SHED DOWNORA/N/ INV• POo;N � R: MN 9-12 5 3 1.5" 4 0.05 4 ® 18"0.C. NONE NONE a GRADE SECT/ON A A V-DITCH PER ANCHOR BLOCK MIN. 5 9-12 6 3 1.5" 2 0.03 20 18"0..0 NONE NONE n CHECK DAM 6" S4CK/CY CONCRETE IYP. OR METHOD APPROVED BY 9-12 7 4 1.5"" 4 0.05 4 ® 18"O.C. NONE NONE C17Y OF CORONA N.T.S. 9-12 B 3 1.5" 3 0.03 30 18"O.C. NONE NONE 9-12 9 4 1.5"' 4 0.05 4 ® 18"0.C. NONE NONE n DES/L T/NG R/SER DETA/L 9_12 70 1 1.5"' / 0.07 10 18"0.C. NONE NONE NOT TO SCALE o ERSC 10/28/2021 MB EGPC-2021-0013 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY: SEAL CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN ESSigt, CITY OF LAKE ELSINORE SHEET 9 a FOUND ACCEPTABLE W Cq 11 �ENG/NEERB i CIVIL ENGINEERS"PLANNERS"SURVEYORS 7 1880 COMMON AVENUE,SUITE 1001CORONA,CA,92SSI-33701951-734-2130 TRACT NO. 28214-9 2✓ I//V1AWIfV�_A',u C 79048 IIIAAAnnn �Z•_ j,j� }I � 1pq,� "� SCALE: BENCH MARK: OF SHEETS RE fON ABIB,RC 7/Np (6 10-29-2021 09-f4-2> * * 1=40' C-95-33 ROUGH GRWING sr civiv �P FILE No. R ON HABIB, RCE No. 83156 DATE P.E. No. 79048 DATE 9�OF�AU1' ELEVA77ON.•IJ56.45 MSL -CITY OF LA ENGINEER SEE SHEET NO. 1 FOR DESC. EPOS/ON CONTROL PLAN CITY OF LAKE ELSINORE DATE: 09-f4-21 21-387 I , % EROSION CONTROL CONSTRUCT/ON NOTES: °i° I I �j INSTALL GRAVEL BAG VELOCITY REDUCER /N STREET PER DETAIL ON SHEET 19 I \ 223 I 2❑ INSTALL STAB/L/ZED CONSTRUCT/ON ENTRANCE PER DETAIL ON SHEET 19 \ 222 ® HYDROSEED/MULCH SLOPES. i° 221 INSTALL FLOWSY CATCH BASIN PROTECT/ON PER DETAIL ON SHEET 19 ° P20 ' !- ® INSTALL DES/LT/NG RISER PER DETA/L ON SHEET 19 I 219 _ I- � 9❑ INSTALL F/BER ROLLS PER DETAIL ON SHEET 19 278 % 2.20% ��� ° 10 WE-1 WIND EROSION CONTROL I °—° 217 / I 11 SE-7 STREET SWEEPING O 216 % ' ,, , - 214 215 , 224 225 ° 213 226 v . SLOPES NOTE 212 I 227 7. SLOPE INCLINATION OF 4:1 OR FLATTER F/BER ROLLS SHOULD SE PLACED AT A MAX/MUM INTERVAL OF 20 FT. 249 2. SLOPE INCLINATION BETWEEN 4.1 AND 2.•1 - FIBER ROLLS SHOULD / BE PLACED AT A MAX/MUM INTERVAL OF 15 FT. (A CLOSER SPACING / 284 c I I /S MORE EFFECT/VE) I 210 285 v I J. SLOPE INCLINATION BETWEEN 2-7 AND GREATER - FIBER ROLLS I 286 250 SHOULD BE PLACED AT A MAX/MUM INTERVAL OF 10 FT (A CLOSER j 2 FG TOP OF BA f 248 I SPACING /S MORE EFFECTIV 1 5 OF SPILL E) 1 5 WAY i 287 4. TEMPORARY GRADED SLOPES SHALL BE SPRAYED WITH HYDRAULIC i � MULCH (CASOA BMP EC-3), SOIL BINDER (CASOA BMP EC-5) OR 209 288 \ COVERED WITH 8 MIL V/SOUEEN OR SIMILAR PR/OR TO ALL _ 283 251 FORECASTED RAIN EVENTS. 15 TOP OF,-si , - I 5. FINAL GRADED SLOPES SHALL SE HYDROSEEDED (C.4504 SMPEC-5) 1570. SPILLWAY 9. 247 so OR COVERED WITH 8 M/L V/SOUEEN OR SIMILAR PR/OR TO ALL QN . ° I FORECASTED RAIN EVENTS. 208 7YP 289 Ri G - " �"5 6 sgo% 282 252� Z I L T 70' SEDIMENT BAS/N,�Y� 7R/B. A=10.48 AC 246 0 228 RISER DIA-48" L 207 8 9 = �' \BASYN VOL., 1,1B�CY 25 324. 1 A % // 156.3FG P7H= 0 I r. 324 281 \ 253 % / f 7YP / \ r \ 4 229 326 291 4 % /i h 322 � 280 I 1 7YP \ % % 292 321 �ay f0 I 279 243 1 \ �P 5 , 231 7 I o 206 920 328 278 ` 256 I 242 f 7YP r \ \ � 293 319 329 25 233 205 7YP. - I 4 294 �. r 21178 \ LL J. \N 330 \ 240 °1 x 276 % 235 \ 204 \ \ \ % 295 E \ 317 331 275 / 159 \ % o. SEE SHEET NO. 21 60, 0 60' 120' 0 SCALE 1-60' i ERSC 10/28/2021 Me EGPC-2021-0013 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY: SEAL CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN ESSi�, CITY �F LAKE ELSINORE SHEET 20 0 FOUND ACCEPTABLE gMCq '� ENO/NEE/7S CIVIL ENGINEERS•PLANNERS•SURVEYORS C 79048 z ����/p m 1880 COMMON AVENUE,SUITE 1001CORONA,CA ✓ I' "- T`t/UVI� 0i It, 10-29-2021 JILO"4 1.1 i't 09-14-21 * * SCALE: BENCH MARK: OF SHE R ON.1�No. 83156 DATE THOMAS M. CASELDINE DATE sq CrviU. 0-95-33 ROUGH GRADING FILE No. oFCpLIF� ELEYAAON..1356.45 MSL -A6ANCrCITY ENGINEER P.E. No. 79048 DATE: 09-14-21 SEE SHEET NO. 1 FOR DESC. EROSION CONTROL PLAN 21-388 SEE SHEET NO. 20 _ z , \ r 260 1 1238 � Q�r \ 274 f/ 316 332 �� i 237 170 oGG` vk k � k 1 ° 202 \s �� / 261 ? 273 \ s2e 36 297 333 S BAN 1 317YP 7R18. A= lA 7YP 262�\k � k s o r / 171 26 RmFR IA= 272 298 VOL, k�0a y LL� vI k , V DEP7N=2. ` 7552.6 FG 15527 FL OF SP/LLW,4Y 265 •q 14 334 271 1 7YP. 1551.4 FG rOP OF B4S/N J72 1550.9 FL OF �- x \ 299 1 aOJ 264 550.3 FG TOPF B S/rV 1 >O �. ��� 1549.8 FL OF SPIL WAY l ° k 270 \ r 6 k \� 773 0 26,9 -1 ° k 798 r\ �o M 15o8a rc s, 312 1509.0 FG TOP OF SASI 1503 O/NV r i k ," 4 s < iy. 174 SED/MENT BAS/N k +n 267 / 1508.5 FL OF SPILLWAY 301 / ,� t ,t4 ,,'37 Q r ,� 1544.4 FL OF SP/L Y 1 s• RISE?D/A.=4B" BASIN �qL 197 = 1.099 CY 302 " OEP7P/=J O sr 4 �k 110 i � r x 1524.9 G OP OF BASIN `k LL 15 FL OF SPILL WAY k e " _ Q 0�'• �� 15O.2 FG 311 �'� 11 7k r 0 0 B 338 k ° h 0 175 / l 1509.2 TOGS .,k "'O 1 7YP. "�3p �7 1 sso k 310 i k 15037/NV � k k k 15102 FG TOP OF BA5/N - ,� 1520.4 FG Q) ° 1509.7 FL OF SPILLWAY \ \K 304 �0 1 1519. FG TO OF BASIN 8 SEglMEN7'SA.tS'/Nk YY LL 151&9 FC OF SPILLWAY I 941 I 942 343 344 176 y,; IRR/&A`=�03 ACC-- / � 339 340 H {. AA1SER 9IA."4B" � 1518.4 rc B.qSIN MC-804w Y 905 �'� �� 15124 /NV 5 IYP. 15 r k15°32 6 FJ` OE,PTFf- O• 794 306 307 ik 5 7YP 177 15305/ k �� /k 712 ff 8 �� ° „ 3,829 1 14.9 FG _ - T7w`rVw LAN 3 7YP n, ° k 5 TYRSE"O/MEAGTBA.N, f2".%" 192 181 \ 114 sERD/A-48 BA$/NV 140Z 1.096"CYPRIVATE PAR nEP1H�® e192 BASIN 183 180 179 DEPN=3.5 184 EROSION CONTROL CONSTRUCT/ON NOTES: 19/ 185 / � k o � �7 INSTALL GRAVEL BAG VELOCITY REDUCER IN STREET °�° 190 189 188 187 PER DETAIL ON SHEET 19. 1�G k lsza ❑3 INSTALL CHECK DAM PER DETAIL ON SHEET 19. °�� � e w ® HYDROSEEDIMUICH SLOPES. k k�.k 1soM 5 INSTALL FLOWBY CATCH BASIN PROTECT/ON PER DETAIL ON SHEET 19. k k I © IN, SUMP CATCH BAS/N PROTECT/ON PER DETAIL ON SHEET 19. k - r k k k k k k go j i 129 r INSTALL SILT FENCE PER DETAIL ON SHEET 79. F7 ® INSTALL DES/LTING RISER PER DETAIL ON SHEET 19 k k \LL=� LL r k LL e k LL k k V k k k LL k v. k r V k k ` '.....e.-°' ee k V iX50 e M LL r _�>r V/ 130 / -V g❑ INSTALL F/BER ROLLS PER DETAIL ON SHEET 19. e ,, k � ,� e 10 WE-1 WIND EROSION CONTROL r 11 SE-7 STREET SWEEPING % �\ k ° SLOPES NOTE _e° � o ° - i°� _- --- 3 7YP. 131 -� 1. SLOPE INCLINATION OF 4.1 OR FLATTER - FIBER ROLLS SHOULD BE PLACED AT A MAX/MUM INTERVAL OF 20 FT. 65 132 133 2. SLOPE INCLINATION BETWEEN 4.1 AND 2:1 - FIBER ROLLS SHOULD 67 I BE PLACED AT A MAXIMUM INTERVAL OF 15 FT. (A CLOSER SPACING o /S MORE EFFECTIVE) 3. SLOPE INCLINATION BETWEEN 2.•1 AND GREATER - F/BER ROLLS SHOULD BE PLACED AT A MAXIMUM INTERVAL OF 10 FT. (A CLOSER 64 SPACING /S MORE EFFECT/VE) k e 4. TEMPORARY GRADED SLOPES SHALL SE SPRAYED WITH HYDRAULIC SEE SHEET NO. 23 r k MULCH (CASQA BMP EC-3) SOIL BINDER (CASQA BMP EC-5) OR so' 0 60' 120' k \ COVERED WITH 8 MIL V/SQUEEN OR SIMILAR PRIOR TO ALL i FORECASTED RAIN EVENTS. SCALE 1"=60' 5. FINAL GRADED SLOPES SHALL BE HYDROSEEDED (CASQA BMPEC-5) OR COVERED WITH 8 M/L V/SQUEEN OR S/M/LAR PRIOR TO ALL 0 FORECASTED RAIN EVENTS ERSC 10/28/2021 MB EGPC-2021-0013 - MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY: SEAL CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN ESSi CITY OF LAKE EL.SINORE SHEET 21 0 FOUND ACCEPTABLE Mcgy,F'Q �ENG/NEER3 i �p CIVIL ENGINEERS:PLn NERS SURVEYORS I�p/7�J/ n �J Z Z 1830 COMPTON AVENUE,SUITE 100�CORONA,CA.92881-3370 1 951-734-2130 TRACT NO. 28 1 4-r7 2 �n/ �_�^/p (7 F C 79048 m ��`',�"n`",�` } 10-29-2021 �,V�1nAA l."( i' 09-14-2f * * SCALE: BENCH MARK: OF SHEETS RR ONEM HABI RE No. 83156 DATE THOMAS M. CASELDINE DATE 1p cTv;l 2P C=95-33 ROUGH GRADING FILE No. -Mi1NC CITY ENGINEER P.E. No. 79048 FOFCAUF�` ECEYAAON.•1356.45 MSL DATE: 09-14-21 SEE SHEET NO. 1 FOR DESC. EROSION CONTROL PLAN 21-389 15 >6 17 14 2 19 / 527 / 19 e ' \ 7YP. 1 SEDIMENT BASIN v 1 R/SER 4 D/A.=36 9 \ \ ` 1 r LL 10 E r DEPTH=2.0' 12 1< DIME NT B NB A=45 A \� D/A. 36"C 96 / 20 3f CY 1 8 41 .9 FG TOP OF BAS 91 ft/OL. 6 / I � DEPTH=2. 1 4124 FL OF SP/L ` r r 7YP 3 17 MR. 95 1 M 90 22 7 23 � LL 7YP. 3 105 I 104 103 I 97 _ 102 101 1 100 99 I 24 107 409. Fc 1 _ - - i 6 A � I _ 4�_ � _ -+ /• 25 108 _ - - - f 98 94 m 89 26. 5 MM7ZE STREET 6 �o� �LL 93432E FL O /LLW.4Y h 30 ,� nl 7 7YP 83 FG TOP OF BAS SED/MENT BASIN Z9 I- 1 .3 FG TOP OF BAS/ r FL OF SP/LLW.� / 7 20.3`TG 20.8 FL OF SP/LLW.4Y 7R/B. A=8.06 AC I 158 159 -RISER D/A-49" 28 157 414 8 / 160 161 1 162 163 BASIN`YOL._q19 C / 156 \ >O I 164 \ 87 DEPTH=30" (� r 165 33 27 trio M / 1 34ILIA I/ 155 LL e r co r r LL 166 s / r SEY7/ - LL I r � e _ / 35 MENT.BASU�•It'7,�'.. � r 9 �, r s• 2g _ 5 7YP. �sB T�AC I �" �� i ems• �� f � i nano 7YP. SET/MIcNT BASYN,,�B' R/SE D/A.=48" , 167`•S �� =T�E 154 BAS/ VOL.=949 RISER 91A.346AL;a OEP =3.0' 151 1 150 BASIN '- -97 _- 169 153 152 143 DEP o' 23 TG ti 149 1426 37 a IN 4 SLOPES NOTE �qr 443 o F roP of eA 47 4425 of sarLLw 3� M �' %% 1. SLOPE/NCL/NAT/ON OF 4.-1 OR FLATTER - FIBER ROLLS SHOULD 14171 FG O OF BASIN 146 a sx �� FAR lz - �' M 7?R SE PLACED AT A MAX/MUM INTERVAL OF 20 FT. F� � _ _ s F sPiLLWAr 142� � �• i 36 2. SLOPE/NCL/NAT/ON BETWEEN 4:1 AND 2.1 - F/BER ROLLS SHOULD BE PLACED AT A MAX/MUM INTERVAL OF 15 FT. (A CLOSER SPACING f 7YP 148 f /S MORE EFFECTNE) 141�. c TOP OF BAsia 145 �Di+ENi 3 r M J. SLOPE INCLINATION BETWEEN 2-7 AND GREATER - F/BER ROLLS / 115 _ _ Lsl 4 4.8 FL OF sPiLLWAY o 86 rni q=72 SHOULD BE PLACED AT A MAX/MUM INTERVAL OF 10 FT. (A CLOSER y 7YP / R/SER Di SPACING /S MORE EFFECTIVE) 1 116 BASIN VOL.-�'" CY o' 44 / DEPTH=3.5' 4. TEMPORARY GRADED SLOPES SHALL BE SPRAYED WITH HYDRAULIC e 7 MULCH (CASOA BMP f ), SOIL BINDER (CASOA BMP EC-5) OR 118 11 x ,9 0t e / ' COVERED WITH 8 MIL V/SOUEEN OR SIMILAR PR/OR TO ALL 177 41&1 Tc ��' / M� � i I FORECASTED RAIN EVENTS.T>P r�, 85 � 38 � ��ti �` � 143 ��" o m 414.3 T r 5. FINAL GRADED SLOPES SHALL SE HYDROSEEDED (CASOA BMPEC-5) 43sO �.c 120 / OR COVERED WITH 8 MIL V/SOUEEN OR S/M/LAR PRIOR TO ALL an` 6 ` 4123 �{ e FORECASTED RAIN E7 ENTS / 39 C g / TF, OPA EROSION CONTROL CONSTRUCT/ON NOTES- SEE SHEET NO. 23 1 a3.1 Fc� g5� °` �j INSTALL GRAVEL BAG VELOCITY REDUCER /N STREET 1392.8 Fc rOP of BAsiN PER DETAIL ON SHEET 19. 13925 FL OF SPILLWAY N SEE SHEET NO. 23 2❑ INSTALL STAB/L/ZED CONSTRUCT/ON ENTRANCE PER DETAIL ON SHEET 79. �� INSTALL CHECK DAM PER DETAIL ON SHEET 19. 5 3 6 1387 6 FG TOP OF BASIN O. vv / 3az 1 Ft OF SPILLWAY ® HYDROSEEDIMULCH SLOPES. INSTALL FLOWBY CATCH BAS/N PROTECT/ON PER DETAIL ON SHEET 19. © INSTALL SUMP CATCH BASIN PROTECT/ON PER DETAIL ON SHEET 19. �7 INSTALL SILT FENCE PER DETAIL ON SHEET 19. m$ ® INSTALL DES/LT/NG RISER PER DETAIL ON SHEET 19. 60' O 60' 120' INSTALL F/BER ROLLS PER DETAIL ON SHEET 19. S64LE.• 1""=sO' 70 WE-1 WIND EROSION CONTROL 0 ERSC 10/28/2021 MB 11 SE-7 STREET SWEEPING EGPC-2021-0013 _ MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY: SEAL 6 CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN ESSi CITY OF LAKE ELSINORE SHEET 22 0 FOUND ACCEPTABLE M cgy- �ENG/NEER3 i CIVIL ENGINEERS,PLn NERS,SURVEYORS C 79048 CQ J/ /] Z� 1880 COMPiON AVENUE,SUITE 1001CORONA,CA.92881-33)01951-J34-2130 TRACT NO. 28214-9 23 ()F m 10-29-2021 1 09-14-21 * * SCALE: BENCH MARK: OF SHEETS nAA RR ONEM HABI RE No. 8315E DATE THOMAS M. CASELDINE DATE qT civic��P C=95-33 ROUGH GRADING FlLE No. FOF�AUF ELEVA77ON.•1356.45 MSL -A6i1NC CITY ENGINEER P.E. No. 79048 DATE: 09-14-21 SEE SHEET NO. 1 FOR DESC. EROSION CONTROL PLAN 21-390 SLOPES NOTE.` SEE SHEET NO. 22 , ma SEE SHEET NO. 22 1. SLOPE INCLINATION OF 4.1 OR FLATTER - FIBER ROLLS SHOULD BE PLACED AT A MAX/MUM INTERVAL OF 20 FT >414.o 1 oP OF BASIN j 127 14135 FL SP/LLWAY 14 8.0 N 2. SLOPE INCLINATION BETWEEN 4.•1 AND 2.•1 - FIBER ROLLS SHOULD ,� � 121 4-08 o INv y��^ BE PLACED AT A MAXIMUM INTERVAL OF 15 FT. (A CLOSER SPACING cV r 0 /S MORE EFFECTIVE) - 126 e 10 � 1 o FG TOP of BA / / p5� „- 1410.o Fc � 40 3. SLOPE INCLINATION BETWEEN 2.1 AND GREATER FIBER ROLLS O � 725 � 123 � 122 7 FL of OF 3 / �'� �, SHOULD SE PLACED AT A MAX/MUM INTERVAL OF 10 FT. (A CLOSER Z 124 7YR SPACING /S MORE EFFECTIVE) T BASIN 4. TEMPORARY GRADED SLOPES SHALL BE SPRAYED WITH HYDRAULIC A=6.27 AC , R R I 28 .E ` 41 SEO , 4$1N�10 MULCH (CASOA BMP EC-3), SOIL BINDER (CASOA BMP EC-5) OR O/A.=36" � B /N VOL.= 697' �� TR/B. A d 93,4C COVERED WITH 8 MIL V/SOUEEN OR SIMILAR PR/OR TO ALL - 141 v� p O TH=3.0' r i R/SER O/A:'�`12" , FORECASTED RAIN EVENTS ?�¢� _ ES BASIN P, .=1 r1 CY 5. FINAL GRADED SLOPES SHALL BE HYDROSEEDED (CASOA BMPEC-5) ��- -- -- �M% - 1474.0 FG �s �%iZF` 42 DEP71•Y=20' OR COVERED WITH 8 MIL V/SOUEEN OR S/M/LAR PR/OR TO ALL - 11 _ 140 62 �A / FORECASTED RAIN EVENTS. 1 133 � y / 1 ---- .." N SHEET 17 / SED/MENT BASIN 5 7YP.-�j 5 TYP � 1473 5 TG 7R/B. A=6.65.�IC I ��. 91 TG p0 472.0 .SEE .SHEET NO. 2 / RISER O/A.=3�" 139 BASIN IDOL.=1695 CY ' DEP7H=3.0'1 1`3'S 136 7385 L OF SP/LLWAY 7 �' / - I 1 • 397.8 FG TOP BASIN 1 -, r 1��• 10 391.3 FL OF \ 68 • -� „ �a/ 3 y 4320 7430.0 90 4 91MENT BASN 0 79 TRIG. A=9 � 63 1 a.o�/N 6 � � � � r .f 7 K � 430 FG TOP OF 69 I70 71 � RBIASSE/R .= 909 CY 25 F W I 72 I I 44 r z>t � i �• ' 4 73 r 74 77 7YP. 1 �' _ 75 76 45 �� 7 62 / I I r I 46 47 - V 4 58 57 � 7 55 I� 60 ' 54 6 <S I 1 53 52 49 /i / 51 50 -1�20 10 , r T`iaooe e e LLLL e LL1amo " v- taro `a 3 7Yj#.l 1390 " r 4390 r / /) u l38 r e i380 v. 390 7YR. ]�JO , " LL13JOr LL 0� // 1 So INTERIM u WOMP BASIN LL e r r • - - - - TER- GOTTA_ROAD r r • r k r I II I I - 13gp LL e • / , I 7YR EROSION CONTROL CONSTRUCT/ON NOTES. \ \ \ \' ' / I INTERIM L I I I I DETENT/ON BASIN I I 1 V I II I �j INSTALL GRAVEL BAG VELOCITY REDUCER /N STREET PER DETAIL ON SHEET 19. \ ❑3 INSTALL CHECK DAM PER DETAIL ON SHEET 19 F41 HYDROSEED/MULCH SLOPES 5❑ INSTALL FLOWSY CATCH BASIN PROTECT/ON PER DETAIL ON SHEET 19. �7 INSTALL SILT FENCE PER DETAIL ON SHEET 79. / / `0^�� r LI I III I I ® INSTALL DES/LT/NG RISER PER DETAIL ON SHEET 19. �/ / I I 6-- o III III I I M i 9❑ INSTALL FIBER ROLLS PER DETAIL ON SHEET 19. 60' 0 60' 120' 10 WE-1 WIND EROSION CONTROL 1 SCALE. >=60' 17 SE-7 STREET SAS,-PING y ERSC io/zs/zoza nne INTERIM WOMP & INTERIM DETENTION BASIN EGPC 2021-0013 0 i MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY: SEAL M CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN „rKESSAD, CITY OF LAKE ELSINORE SHEET 2✓7 o FOUND ACCEPTABLE aC FM g S� ENG/NEEF7S CIVIL ESUITE 10o.oR NA,-288,3oRo TRACT NO. 28214-s 23 �/�• � �r C79048 m to - •sst-73a-zt3o Gip } 10-29-2021 SCALE:80 BENCH MARK: OF SHEETS (L� � m� 09-14-21 * * C-95-33 R�E 1ON HABIB, RICE No. 83156 DATE THOMAS M. CASELDINE DATE `�q IVI%- �P ROUGH GRADING FILE No. -A6i1NC CITY ENGINEER P.E. No. 790480 FcnuF� ELEVATION.•1356.45 MSL DATE: 09-14-21 SEE SHEET No. 1 FDR DEsc. EROSION CONTROL PLAN 21-391