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HomeMy WebLinkAboutENG-2022-00206 PGP PLAN NO 22-136-22-142 MODEL PRECISE GRADING PLAN PROJECT LOCATION RIVERS/DE COUNTY GRADING NOTES- TRACT 37305 L O TS 54 TO 59 N/Cy0(S o 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF LAKE ELSINORE MUNICIPAL COD£, CHAPTER CITY Of LAKE ELSINORE NICHOLS RV Q 15.72 AND APPLICABLE STANDARDS AND SPECIFICATIONS AND THE LATEST EDITION OF THE UNIFORM BUILDING CODE Enc0 / , yr (U.B.G),CHAPTER 33 TM 37305 2 A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT, CITY OF LAKE ELSINORE, PRIOR TO ANY C717 OF W a e� �� CIS`• O'ERATHE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL U77LITY COMPANIES AND USA. ALERT COUNTY OF RIVERSIDE, CALIFORNIA LAKEQSINORE (1-800-422-4133)FORTY-EIGHT(48)HOURS PRIOR TO GRADING. ADVANCE THE OF TRACTOR GRA MALL OPE H CITY ENGINEERING DEPARTMENT AT LEAST TWENTY-FOUR(24)HOURS IN EROSION CONTROL NOTES.• PRIVATE ENGINEER'S NOTICE TO CONTRACTOR NS 5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER. 6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO I VERTICAL, UNLESS OTHERWISE APPROVED,AND 1. ALL EROSION CONTROL PLANS SHALL BE IN ACCORDANCE WITH CITY OF LAKE ELSINORE ORDINANCE NOS. 529, 772, 1237, 100A C0NS7RUC77ON SITE 1. CONTRACTOR AGREES THAT HE.MALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR `\- SHALL BE SHOWN ON THE PLAN BEST MANAGEMENT PRAC77CES(BMP S),AND STANDARDS OUTLINED WITHIN THE LAKE ELSINORE DESIGN MANUAL ,GIB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION, INCLUDING SAFETY OF ALL 7. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL, UNLESS OTHERWISE APPROVED, 2 THE DEVELOPER/CONTRACTOR IS RESPONSIBLE FOR ANY DISCHARGES BY SUBCONTRACTORS. PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CQVBNUOUSLY AND NOT BE SHALL BE SHOWN ON PLAN, AND SHALL NOT HAVE LESS THAN 90X RELATIVE COMPACTION OUT TO THE FINISHED J. IN CASE OF EMERGENCY, CALL K42MIER MEAN(RESPONSIBLE PERSON)AT Coy)537-0B66(24-HOUR PHONE NUMBER). LIMITED 70 NORMAL MaNINC HOURS THE CONTRACTOR SHALL DEFEND, IND0,0NIFY AND SURFACE. 4. DEVICES TO REDULE L7ROSION DAMAGE SHALL NOT B£PLACED MOVED OR MODIFIED NIHOUT 771E APPROVAL OF THE OUALIflEO SWPPP DEVELOPER, HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND AL LIABILITY REAL OR @ FILLS SHALL BE COMPACTED THROUGHOUT TO BOX DENSITY AS DETERMINED BY THE MODIFIED THREE(J) CITY ENGINEER,OR IN AN EMERGENCY,BY THE PERSON RESPONSIBLE FOR GRADING OPERATIONS ALLEGED,IN CONNECTION NTH THE PERFORMANCE OF WORK ON THIS PROECT EXCEPTING VICINITY MAP LAYER A.S.TM. D-1557-70 TEST METHOD. 5. AREAS THAT ARE CLEARED AND GRADED SHALL BE LIMI7ED TO ONLY THE PORTION OF THE 577E THAT IS NECESSARY FOR CONSTRUCTION. THE FOR LIABILITY ARISING ETCH THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. NOT TO SCALE 9. PILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS,SCARIFIED,AND INSPECTED BY THE GRADING CON57RUC77ON 517E SHALL BE MANAGED 70 MINIMIZE THE EXPOSURE 77ME OF DISTURBED SOIL AREAS THROUGH PHASING AND SCHEDULING OF GRADING AND 2 ALL UNDERGROUND UTILITIES OR SIRUCNRESS REPORTED OR FOUND ON PUBLIC RECORDS INSPECTOR AND APPROVED SOILS TESTING AGENCY PRIOR TO THE PLACING OF FILL THE USE OF TEMPORARY AND PERMANENT SOIL STABILIZA770N. ARE INDICATED NTH THEIR APPROXIMATE LOCATION AND EXTENT THE OWNER, BY THOMAS GUIDE,PAGE 836, GRID 07,2006 10. ALL ALL MATERIAL SHALL BE CLEAN EARTH. NO FILL SHALL BE PLACED UNTIL PREPARATION OF GROUND IS 6. ONCE DISTURBED, GRADED SLOPES EXCEEDING A.X 1 RATIO AND/OR TEN(10)FEET IN HEIGHT(TEMPORARY OR PERMANENT)SHALL BE STABILIZED IF ACCfPTTNG THESE PLANS OR PROCEEDING NTH ME IMPROVEMENTS HEREON, AGREES TO SAN BERNARDINO&RIVERSIDE COUNTY EDITION APPROVED BY THE SOILS ENGINEER. THEY WILL NOT BE WORKED NTHIN 7 DURING THE STORM SEASON, ALL SLOPES SHALL BE STABILIZED 24 HOURS PRIOR TO A PREDICTED STORM EVENT. ASSUME LIABILITY AND HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES RESUL77NG 11. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN)4"PER FOOT FOR A CONSTRUCTION SITES SHALL BE REVEGETATED AS EARLY AS FEASIBLE AFTER SOIL DISTURBANCE AND WITHIN 7-DAYS OF COMPLE770N. FROM THE EXISTENCE OF UNDERGROUND U17LI77ES OR STRUCTURES NOT REPORTED OR MINIMUM OF THREE(J)FEET, THEN 1%(MINIMUM)TO FLOW LINE OF EARTH SWALE 7. FILL SLOPES AT THE TRACT PERIMETER MUST DRAIN AWAY FROM THE TOP OF THE SLOPE AT THE CONCLUSION OF EACH WORKING DAY. INDICATED ON PUBLIC RECORDS OR THOSE CONSTRUCTED AT VARIANCE NTH REPORTED OR 12. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%IF CUT OR FILL SLOPE/S LESS THAN TEN It THE CONTRACTOR SHALL BE RESPONSIBLE AND HAVE SIGNS POSTED ON THE SITE TO WARN AGAINST PUBLIC TRESPASS INTO AREAS WHERE WATER IS RECORD LOCA77ONS THE COVTRAC70.R IS REQUIRED 70 TAKE DUE PRECAU77ONARY MEASURES TO PROTECT THE U17LI77ES OR STRUCTURES SHOWN AND ANY 07HER FOUND AT PLAN LEGEND ABBREVIAT/ NS FEET(10),AND 2%IF CUT OR FILL IS GREATER THAN TEN FEET(10).DRAINAGE SWAGES SHALL BE A MINIMUM OF IMPOUNDED. THE SITE.IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO N077FY THE OWNERS OF ALL A.0 ASPHALT CONCRETE 0.5'DEEP AND CONSTRUCTED A MINIMUM OF TWO FEET(2)FROM THE TOP OF CUT OR FILL SLOPES 9 DUST SHALL BE CONTROLLED BY WATERING OR 07HER METHODS APPROVED BY THE CITY ENGINEER UTILITIES OR STRUCTURES CONCERNED BEFORE STAR77NG WORK. - CENTERLINE AC AC ACRE 13. PROVIDE 5'VIDE BY P HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5'HIGH 10. PLACEMENT OF DEVICES TO REDUCE EROSION DAMAGE NTHIN THE DEVELOPMENT SHALL BE SHOWN ON THE APPROVED PLAN. PROPERTY UNE A.B. AGGREGATE BASE 14. PROVIDE A BROW DITCH, DESIGNED TO HANDLE ONE HUNDRED(100) YEAR STORM FLOWS ALONG THE TOP OF 11. DES/L77NG FACILITIES AT ALL DRAINAGE INLETS FOR THE GRADED SITE SHALL BE DESIGNED FOR A TWENTY-FIVE(25) YEAR, SIX(6)HOUR STORM 3. THE ENGINEER PREPARING THESE PLANS NLL NOT BE RESPONSIBLE FOR, OR LIABLE FOR - - RIGHT OF WAY UNAUTHO]ZED CHANGES TO OR USES OF THESE PLANS ALL CHANGES TO THESE FLANS 8C BEGIN OF CURVE CUT SLOPES. INTENSl7Y. THEY MUST BE DETAILED ON 771E DESIGN AND SPECIFIC RECOMMENOA BONS SHALL BE SUBMITTED FOR THE FOLLOWING• O)DESIL BNG BASIN PROPOSED LO7UNE 15. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. VOLUME BASED ON GRADIENT AND NATURE OF SOILS.b) THE EXTENT OF ALL GRADED AREAS AND IDEN77FICA BON OF ANY TEMPORARY SOIL STABILIZA B B ON MUST BE IN MRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS PROPOSED WATER BS BOTTOM S STEP IN 16. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER, TO SUPERVISE GRADING AND PROVIDE A FINAL MEASURES c)SIZE OF DERL7711G BASIN OUTLET PIPE AND OVERFLOW. d)DIKE R£OUIRFUrdVM SHOW MINIMUM WALL WIDTH, SLOPE OF WALLS: PERCENT 4. QUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY. CONTRACTORS ® PROPOSED STORM DRAIN Gl i GE NTERLINE 50ILS REPORT WHICH INCLUDES FOVNDA77ON REQUIREMENTS(SUBDIVISIONS)AND EXPANSIVE CHARACTERISTICS OF COMPACTION, ETC. e) OUTLET CONDITIONS FROM THE DESIL77NG BASIN SHALL NOT EXCEED DOWNSTREAM LIMITATIONS, NTH THE EXCEPTION OF OVERFLOW, SHALL BE RESPONSIBLE FOR WRIF)ING ALL QUANTITIES PRIOR TO BIDDING FOR PROPOSED SEVER � CURB AND GUTTER THE SOIL, WHICH IS TO BE DESIGNED TO PROVIDE CAPACITY OF 1.5 TIMES THE MAXIMUM DESIGN FLOW. CON57RUCTION. r PROPOSED RECYCLE WATER PROPOSED GRADING CER77F'7C477OV BY THE DEVELOPERS CIVIL ENGINEER AND A FINAL COMPACTION REPORT BY A SOILS 12. NECESSARY MATERIALS SHALL BE AVAILABLE ON-Ill£AND AT CONVENIENT COCA 77ONS TO FACILITA IF RAPID CONSTRUCTION OF TEMPORARY DEVICES 015% GRADE RATE&FLOW DIREC17OV CY CUBIC YARD ENGINEER SHALL BE SUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENTS PRIOR 70 ISSUANCE OF BUILDING OR TO REPAIR ANY DAMAGED EROSION CONTROL MEASURES WHEN A 50%CHANCE OR GREATER a'RAIN NTHIN A 48 HOUR PERIOD IS FORECAST FOR LAKE OF DEEPENED F0007ING ELSINORE BY THE NATIONAL OCEANIC AND A7MOSPHERIC AGENCY(NOAA). ^7oD�PROPOSED CONTOUR PERMITS DWY DRIVEWAY 18. THE SOILS ENGINEERING INW577GA77ON DATED OCTOBER 22, 2019 PREPARED BY�-M, ALONG NTH 13. BLIPS SHALL BE MAINTAINED AND INSPECTED DAILY TO MINIMIZE AND/OR PREVENT THE ENIRAINMENT OF SOIL IN RUNOFF FROM DISTURBED SOIL PLUMBING PLAN NOTES ^703 £LISTING CONTOUR EA.,EA EA CH SUBSEQUENT REPORTS BY PETRA GEOSCIENCES INC SHALL BE CONSIDERED A PART OF THIS GRADING PLAN AND AREAS ON CONSTRUCTION SPIES ALL REMOVABLE PROTECTIVE EROSION CONTROL DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY TOP OF SLOPE EC END OF CURVE SHALL BE IN COMPLIANCE. CALIFORNIA PLUMBING OWE(GP.C)-DRAINAGE OF FIXTURES LOCATED BELOW THE NEXT 2.'1 SLOPE RA710 Fp END CIE PAVEMENT 19. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING PAD WEN THE FOUR(4)DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT(40%). UPSmEAM sExER MANHOLE oR BELOW MAIN S£fWx LEVEL. --- --- O`GIGUE EG FOISTING GROUND 14. AFTER A RAINSTORM,ALL PROOECT GENERATED SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS,OIVSYIE PUBLIC DRAINS AND PIPES DRAINS ELEVATION. MERE SPECIFIC ELEVATIONS ARE REWIRED, 771E ELEVATION(NTH RESPECT TO MEAN SEA SHALL CE AND PIPES Of ADJACENT PROPERTIES AND DESIL71NG BASINS AND THE BASINS PUMPED DRY. ANY GRADED SLOPE BMPS DAMAGED DURING A RAINSTORM ® PROPOSED RETAINING WALL EX,ENST. EVS77MG OVEN. IF AN ELEVATION NTH RESPECT TO ADJACENT GROUND SURFACE/S REWIRED, THE ACTUAL DISTANCE DRAINAGE PIPING SERVING FIXTURES NH/CH HAVE FLOOD LEVEL RIMS LOCATED BELOW THE FF FINISHED FLOOR SHALL ALSO BE IMMEDIATELY REPAIRED.FAILURE TO PROVIDE DETECTIVE MAINTENANCE MAY RESULT IN PENALTIES' ECEVATI(IN OF 771E NEXT UPSTREAM MANHOLE COVER OF THE PUBLIC SL-WER SERVING SUCH ABOVE THE PROPERTY GROUND SHALL BE OVEN. 15. DISCHARGING OF CONTAMINATED SOILS VIA SURFACE EROSION IS PRONIB17ED. � PROPOSED STREET LIGHT FH FIRE HYDRANT 20. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY DRAINAGE PIPING SHALL BE PR07ECTID FROM BACKFLOW O' SEWAGE BY INSTALLING AN GRADING. 16. CONSTRUCTION ACCESS POINTS SHALL BE STABILIZED NTH A COMBINA71ON OF ROCK AND SHAKER PLATES YEAR-ROUND TO PREVENT TRACK-OUT. APPROVED TYPE BACKWATER VALVE. FIXTURES ABOVE SUCH ELEVATION SHALL NOT BE PROPOSED FIRE HYDRANT FG FINISHED GRADE CONSTRUCTION/ ROURN£STREET SWFEPINC SHALL BE PERFORMED ON ALL PAVED S7REET5 WHERE TRACKNG IS OBSERVED. VACUUM SWEEPERS SHALL BE USED WHEN DISCHARGED THROUGH THE BACKWATER VALVE. PROPOSED FLONJNE 21. STABILITY CALCULATIONS NTH A SAFETY FAC70R OF AT LEAST /.5 SHALL BE SUBMITTED BY A SOILS STREET SWEEPING BECOMES INEFFECTIVE FS FINISHED SURFACE ENGINEER TO THE BUILDING AND ENGINEERING DEPARTMENTS FOR CUT AND FILL SLOPES OVER THIRTY FEET(30)IN BACKWATER VALVE SINGLE SYSTEM PER SECTION NO OF THE CAC. --^ DA KIC14T LINE GB GRADE BREAK VERTICAL HEIGHT. OF GARAGE FLOOR 22. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE(1)FOOT. flXTURES ON THE FIRST FLOOR CONNECTING TO 771E BACKWATER VALVE.• ------ PAD LIMIT LINES 23. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED AND NPDES/STORM WATER POLLUTION NOTES.• LOTS TRACT J7305:54-55,56-59(4 TOTAL) HP HIGH FONT BENCHED INTO FIRM NATURAL SOIL FAR FULL SUPPORT.PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS DIRECTION OF FLOW LF.,IF LINEAL FEET ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. SLOPES GREATER THAN 5:1 ARE REQUIRED TO BE KEYED AND 1. FOR PROJECTS THAT REQUIRE COVERAGE UNDER THE GENERAL CONSTRUCTION PERMIT THE PROPERTY OWNER IS RESPONSIBLE FOR ENSURING THAT A FIXTURE HEIGHT ABOVE FINISHED aM LP LOW POINT BENCHED. QUALIFIED SWPPP PRACTITIONER AND QUALIFIED SWPPP DEVELOPER(00)IMPLEMENT AND MAINTAIN THE SWWPP-APPROVED, PRE-QUALIFIED BMPS FROM 5HOMER a17 FEET o000000 o PATH OF IRAVEL LS LANDSCAPE 24. THE SOILS ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES- a. UPON COMPLETION THE CALIFORNIA S70RM WATER QUALITY ASSOCIATION (CASQA) HANDBOOK/ WEBSITE FOR CONSTRUCTION TO RETAIN SEDIMENTS AND POLLUTANTS OF WAS CLOSET 1.2 FEET MAX MAXIMUM OF CLEARING AND DURING EXCAVATION AND BEFORE BACKRIL OF ALLUVIAL, COLLUWAL AND TERRACED AREAS AND CONCERN FROM AREAS D157UREED ONS/TE TO THE MAXIMUM EXTENT PRACTICABLE DURING ANY PHASE OF CONSTRUCTION OPERATIONS FOR ALL OTHER CONCRETE MIN MINIMUM ANY SUBSTRUCTURES b. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION, BENCHING PROLECTS, THE PROPERTY OWNER IS RESPONSIBLE FOR ENSURING THAT BMPS FOR CONSTRUCTION ARE IMPLEMENTED TO RETAIN SEDIMENTS AND MH MANHOLE AND FILLING OPERATIONS c. DURING INSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER MATERIAL. POLLUTANTS OF CONCERN FROM AREAS DISTURBED ONS/TE TO THE MAXIMUAN EXTENT PRACTICABLE. THE EROSION CONTROL MEASURES INCLUDE THOSE AC PAVING N.A.P. NOT-A-PART d WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION. SHOWN ON TH15 PLAN AS WELL AS ANY ADDITIONAL EROSION CONTROL MEASURES DICTATED BY FIELD CONDITIONS TO PREVENT ER05/01V AND/OR THE N75 NOT TO SCALE 25. EROSION CONTROL* ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT OR ANOTHER APPROVED INTRODUCTION OF POLLUTANTS INTO EXISTING PUBLIC STREETS AND/OR ONTO ADJACENT PROPERTIES DURING ANY PHASE OF CONSTRUC77M PE PAD ELEVATION GRWND COVER, AF TWELVE INCHES(129 ON CENTER. SLOPES OVER FIFTEEN FEET 05)IN VERTICAL HEIGHT IN 2 FOR PROJECIS THAT REQUIRE COVERAGE UNDER THE GENERAL CONSTRUCTION PERMIT THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) TRAP PACE PL PROPERTY LINE ADDITION 70 GROUND COVER, SHALL BE PLANTED WITH APPROVED TREES SHRUBS OR COMBINATION THEREOF. SHALL BE KEPT W-SITE AND MADE AVAILABLE UPON REQUEST OF A REPRESENTATIVE OF THE REGIONAL WATER QUALITY CONTROL BOARD(RN7CB) - PROP. PROPOSED SHRUBS SHALL BE PLANTED AT TEN FEET (10) ON CENTER,- TREES AT TWENTY FEET (20) AV CENTER' SANTA ANA REGION AND/OR THE CITY OF LAKE ELSINORE. VINYL FENCE R/W,RW RIGHT OF WAY COMBINATIONS FIFTEEN FEET(15) ON CENTER. SLOPES OVER THREE FEET(3)IN VERTICAL HEIGHT SHALL HAVE 3 CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A COND17I NN THAT AN ANTICIPATED STORM DOES NOT CARRY WASTES OR POLLUTANTS OFF THE EARTHWORK QUANTITIES SO STORM DRAIN PERMANENT IRRIGA77ON SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.B.C. 517E DISCHARGES OF MATERIAL 07HER THAN STORM WATER (NON-STORM WATER) ARE PROHIBITED EXCEPT AS AUTHORIZED BY AN INDIVIDUAL NPDES BLOCK WALL S SEX R 26. APPROVED PR07FC77E MEASURES AND TEMPORARY DRAINAGE PROWSIONS MUST BE USED TO PR07ECT PERMIT UNDER THE STA7ENDE GENERAL PERMIT-CONSTRUCTION ACTIVITY. RAW OUT600 CY S'F,SF. SQUARE FEET ADJOINING PROPERTIES DURING THE GRADING PIROEC7 RAW FILL: T. CY 27. APPROVED EROSION PREVENTIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY SEASON 4. GENTS,AL POLLUTANTS INCLUDE BUT ARE NOT FERTILIZERS, T0.' SOLID OR LIQUID CHEMICAL CAL SPILLS, WASTES 5; P PAINTL STAINS SEALANTS SOL E£NIS NET EXPORT. O CY SW 70P O SIDEWALK AND SHALL BE IN PLACED AT THE END OF EACH DAYS WORK. FUELS, OILS GLUES LIME, PESTICIDES HERBICIDES FERTILIZERS WOW PRESERVATIVES AND ASBESTOS F7BER5 PAINT FLAKES OR STUCCO FRAGMENTS, IC TOP OF STEP 28. ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS FUELS, OILS LUBRICANTS, AND HYDRAULIC, RADIATOR OR BATTERY FLUIDS,' CONCRETE AND RELATED CUTTING OR WRING-CHLOf$ TEDFLOATABLE WASTES;- NOTE.- STORES DETERMINE FOR P£RAIDPoRPoSES ONLY.CONIITACTOR IS TOP O'STEP 29. 714E LOCA77ON AND PR07EC77ON OF ALL U77LI77ES IS 774E RESPONSIBILITY OF THE PERMIT7EE. WASTES FROM FLUSHING AND 7ES77 STEAM CLEANING CONSTRUCTION,CHEMICAL DEGREASING,• WASTES FROM STREET CLEANING,•AND SUPER-ND C N TRO POTABLE WATER WxuMES TD LYE DE7£RMINEO INDEPENDE7NTLY. W TYPICAL 30. AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB S17E AT ALL DIME FROM UNE FLUSHING AND TESTING. DURING MP07ENALDISPOSAL TE SUCH MATERIALS SHOULD OCCUR IN A SPECIFIED AND CONTROLLED LOCAL TEMPORARY W WATER 31. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION OF GRADING AREA ON-SITE PHYSICALLY SEPARATED FROM POTENTIAL STORM WRIER RUNOFF, NTH ULTIMATE DISPOSAL /N ACCORDANCE NTH LOCAL, STALE AND OPERATI(N. FEDERAL REQUIREMENTS J2. ALL SLOPES SHALL BE PLANTED AND IRRIGAO(kJ FACILITIES SHALL BE PROVIDED FOR ALL SLOPES IN EXCESS 5. RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED AT CON57RUCIION SITE AND MUST NOT BE DISCHARGED TO RECEIVING WATERS QU THREE(J)FEET VERTICAL HEIGHT WITHIN NINETY(90)DAYS AFTER COMPLE7K1/OF ROUGH GRADING AND SHALL 6. THE LOCAL STORM DRAIN SYSTEM. OWNER /APPLICANT WORK TO BE DONE BE IN ACCORDANCE NTH CITY OF LAKE ELSINORE GRADING ORDINANCE NO.882 PRIOR TO THE APPROVAL OF FINAL T APPROPRIATE PUPS FOR CONSTRUCTION GE F49 IDS,MATERIALSAD WASTES SPILLS OR RESIDUES SHALL BE IMPLEMENTED TO ELIMINATE OR REDUCE INSPEz'1/(1N. TRANSPORT FROM THE 577E TO STREETS DRAINAGE FACILITIES, OR ADJOINING PROPERTIES 8Y WIND OR RUNOFF. HERITAGE HOMES THIS PLAN INCLUDES THE PRECISE GRADING OF LOTS 1 JJ. ANY CONTRACTOR PERFORMING NORK ON THIS PROTECT SHALL FAMILIARIZE HIMSELF NTH THE 97E AND BE 7 MATERIAL STORAGE AND STAGING AREAS SHALL BE ESTABLISHED. FUEL TANK, PORTABLE TOILETS LIQUIDS, GELS AND POWDERS SHALL HAVE 5 PETERS CANYON,SU17F 310 THROUGH J4 OF 7R 37305-1 AND LOTS 1 THROUGH 53, SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACIL177ES RESULTING DIRECTLY OR INOIREC7LY FROM HIS 'SECONDARY CONTAINMENT AND BE STORED AWAY FROM ALL PRIVATE/PUBLIC STORM WATER CONVEYANCE SYSTEMS, SIDEWALKS, RIGHTS-OF-WAYS AND IRVINE,CA 92802 55,57 AND LOTS 60 THROUGH 134 OF IR 37305 PRETYSE OPERATION$ NHETHER OR NOT SUCH FACIL177ES ARE SHOWN ON THESE PLANS FLOW-LINES PHONE, (949)299-3834 GRADING PROVIDES FOR THE PROPER DRAINAGE OF EACH 34. 771E DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE 1 BLUE TOP PER FINISHED PAD,PRIOR TO ROUGH 8. ALL PORTABLE MIXERS SHALL HAVE PLAS77C LINERS UNDERNEATH NTH GRAVEL BAGS PLACES ON THE DOWN-HILL SIDE OF THE LINERS TO CONTAIN LOT IN ACCORDANCE NTH THE REQUIREMENTS OF THE CITY () DISCHARGES GRADE APPROVAL. 9. CONTROLLED STREET WASHING NLL ONLY BE ALLOWED PRIOR TO THE APPUCATION OF ASPHALT SEAL COATS AND ONLY MIEN ALL PERTINENT OF LAKE ES AF G AGENTH DOORS, DEEONSPENED FOR YARD SWAGES, 35. APPROXIMATE DATE OF.• DRAINAGE INLETS ARE PROTECTED. CIVIL ENGINEER SIDE STOOPS AT GARAGE DOORS DEEPENED FOOTINGS AND BEGINNING OPERATION:MARCH.2022 COMPLETION:DECEMBER.2024 10. ALL OON57RUC7/0N CONTACTORS AND SUBCONMAC70R PERSONNEL ARE 70 BE MADE AWARE OF THE REQUIRED BMPS AND GOOD HOUSEKEEPING K&A ENGINEERING,INC DRIVEWAY GRADES 36. NO ROCK OR OTHER IRREDUCIBLE MATERIAL NTH A MAXIMUM DIMENSION GREATER THAN THREE INCHES(39 MEASURES FOR THE PROD ECT SI7E AND ANY ASSOCIATED CONSTRUCTION STAGING AREAS. J57 N.SHERIDAN STREET,SUITE 117 NLL BE PLACED IN FILLS WHIN ROADBED AREAS OR THREE FEET(J)W FINISH GRADES UNLESS THE LOCA77M 11. DISCHARGING CON7AMINATE7 GROUNDWATER PRODUCED BY DEWATERING GROUNDWATER 774AT HAS INFILTRATED INTO THE CONSTRUCTION SITE IS CORONA, CA 92880 MATERIALS AND DISPOSAL METHODS ARE SPECIFICALLY APPROVED BY THE SOILS FNGINEER. PROHIBITED. DISCHARGING NON-CONTAMINATED GROUNDWATER PRODUCED BY DEWATERING ACTIVITIES MAY REWIRE A NATIONAL POLLUTANT DISCHARGE PHONE. (951)279-1800 37. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION BEFORE EL/MINA TION SYSTEM(NPDES)PERMIT FROM THE REGIONAL WATER QUALITY CONTROL BOARD. APPROVAL 12. STORM WATER RUNOFF SHALL NOT BE DIRECTED OVER ANY SLOPES NTHOUT PERMANENT DOWN DRAINS INSTALLED.EROSION AND SEDIMENT CONTROLS 38. GRADING PLANS NLL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE APPROVED BY THE BUILDING INCLUDING MAINTENANCE ARE REWIRED ON ALL EXPOSED SLOPES UN77L SUFFICIENT PERMANENT LANDSCAPING HAS BEEN ESTABLISHED. IO0%SLOPE SOILS ENGINEER DEPARTMENT. PROTECTION MUST BE IN PLACE PRIOR TO THE ISSUANCE OF THE FINAL CER77RCATE OF OCCUPANCY. PETRA GFOSCIENCES INC. J9. THIS SITE HAS OBTAINED A NATIONAL POLLU77ON PREVENTION ELIMINATION SY57EM (NPDES) PERMIT TO 1.1 VEGETATION CLEARING AND BRUSHING ACTIVITIES SHALL NOT BE INITIATED DURING THE WET SEASON ON ANY S17ES NRCH ARE NOT ADEQUATELY 40B60 COUNTY CENTER DRIVE,SU17E M REGULATE MUNICIPAL AND INDUSTRIAL 57ORM WATER DISCHARGES NPDES LIVID 10-33C389646 DATE PERMIT PROTECTED NTH DEYL77MG BASINS OR OTHER TEMPORARY DRAINAGE OR CONTROL MEASURES TEMECULA, CA 9259E ISSUED:MARCH 5.2021 14. STOCKPILES OF SOIL SHALL BE PROPERLY SECURED NTH BMPS TO ELIMINATE OR REDUCE SEDIMENT TRANSPORT FROM THE S17F TO STREETS, CONTACT JM LARWOOD-PRINCIPAL GEOLOGIST 40. DRAINAGE EASEMENTS NLL BE KEPT CLEAR OF ALL OBSTRUCTIONS NO BUILDINGS OR WALLS SHALL BE DRAINAGE FACILITIES OR ADJACENT PROPERTIES SHEET INDEX PLACED NTHIN EASEMENT LIMITS TEMPORARY IMPROVEMENTS ARE SUBJECT TO REMOVAL AT OWNERS EXPENSE. 15 STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO ELIMINATE OR REDUCE SEDIMENT TRANSPORT FROM THE 517E TO STREETS, DRAINAGE (951)600-9271 FACLI77ES OR ADJACENT PROPERTIES VIA RUNOFF, VEHICLE 7RACKlNG OR NND. INAC77W FOR A PERIOD OF 14 DAYS OR MORE SHALL HE COVERED,ACTIVE SHEET 1 TIRE SHEET AND GENERAL NOTES STOCKPILES SMALL BE COVERED PRIOR TO A FORECASTED RAIN. SHEETS 2-3 INDEX MAP,DETAILS,SECTION AND CONSTRUCTION NOTES 16. FOR PROJECT REWIRING COVERAGE UNDER THE CONSTRUCTION GENERAL PERMIT SPECIAL ATTENTION SHALL BE GIVEN TO PREPARATION AND SOILS ENGINEER'S CERTIFICATE SHEET 4 SITE PLAN NTH ACCES98LE ACCESS INSTALLATION OF THE RAIN EVENT ACTION PLAN(REAP)AS REWIRED BASED ON 517E RISK LEVEL OR AS MANDATED BY THE SANTA ANA REGIONAL BOARD SHEEIS 5-6 PRECISE GRADING PLANS BENCH MARK NPDES PERMIT GENERAL PERMIT-CONSTRUCTION ACTIVITIES THESE GRADING PLANS HMV£LTffN REVIEN£D BY THE UNDERSGN�D AND FOUND 70 9IEET 7 EROSION CONTROL PLAN NQ?- 17. AT THE END OF EACH DAY OF CONSTRUCTION ACTIVITY, ALL CONSTRUCTION DEBRIS AND WASTE MATERIALS SHALL BE COLLECTED AND PROPERLY BE IN COMFORMANGE NTH THE RECOMMENDATIONS OUTLINED IN THE SOILS AND toBM B-95-61 DISPOSED W IN COVERED TRASH OR COVERED RECYCLE BINS GEOLOGICAL RECONNAISSANCE REPORT PREPARED FOR THIS DEVELOPMENT.�^^^^ AVENUE AND CHDLS ROAD INTERSECTION SW COLLIER RLY 18. THIS SITE HAS OBTAINED A NATIONAL POLLUTION PREWN77O✓ELIMINATION SYSTEM PERMIT TO REGULATE MUNICIPAL AND INDUSTRIAL STORM WATER oRpOFES$/ ALONG COLLIER AND 38 fIFT 75 FEE NORTHEASTERLY 70 DISCHARGES NPDES WDID f8-33C3B9646.DATE VOID ISSUED: MARCH 5.2020 ��,Ec�pNRV Y0 BENCHMARK 10 FEET SOUTHERLY OF A LIGHT STANDARD 19. THE UNDERSIGNED CIAL. ENGINEER, A QUALIFIED QSP AND/OR QSD NLL RENEW PLACEMENT OF EROSION CONTROL AND INSURE THAT WORK IS IN �' �y� THIS PROJECT IS SUBJECT TO CLOMR.• DAYS MORE AND 10 FEET SO/7NERLY Or END OF CURB.SET CHISELED ACCORDANCE NTH THE APPROVED PLANS. BEM] �^ CASE N0. 19-09-046IR YOU DIG SQUARE DIV NORTHEASTERLY CURB. DATED: 9-23-2019 0-422-4133 ELEVATION• 1271.76'(NGED 199 �/) �yam, RCE 36996,EXP.06/2022,DATE 05/2022 .( / * �p� t DATUM' NAND 29 A PUBLIC SERVICE BY Y' �--lam Cti �� s'r a� 5/23/2022 UNDERGROUND SERVICE ALERT (SIGNATURE) (RCENO.) (EXP) (DATE) ERSC 06/02/2022 MB CRAYSONR.WALKER GE.N0.871 DaTF GRADING PERMIT NO. EGPC-2022-0014 WDID # 8-33C389646 MARK REWSIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE NTH THE APPROPRIATE PREPARED BY., SEAL SHEET NO.. CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN ENGINfDUNC 357 N.SHERIDAN STREET CITY OF LAKE ELSINORE FOUND ACCEPTABLE. SUI7E 117 oea°Fln'VgN im[MAID P/~4C CORONA, CAUFORNIA 92860 p�� Go SDP MODEL PRECISE GRADING PLAN I TEL (951)279-1800 m r 9s m "VEYIAR; FAX(951)279-4J80 N..36996 A FOR TRACTS 37305 LOTS 54 TO 59 OF 7 SHTS //�}✓ 6/15/2022 * *Engineering,Inc. sr avl� �e SCALE.,AS SHOWN L1£NCH MARK FILE NO. GI ENONFFR RCE Na 83156 DATE ' 05-23-2022 gTEOr cn��Foe SEE GENERAL N07£S SHEET 1. 7/TEE SHEET DATE MARCH 2O22 7 K&A REVISE SECTION'A' A-ON SHEETS 4, 5&6 YT 07/06/2022 CITY Of LAKE EL51NORE KEIIH G.OSBORN R.C.E. No.36996 DALE 22-136 Oraxsg'R:.1tlTS63 m'Oadv,g Pr Yse�Ymkl 9ie HP 643-P!N-Itl(J1"P-3].AS-Ol.tlp ( .'.SENT I-14c'0 L Saret.F/10/Z021&52 AY PbthJ'S/IO &3T AM B):Rereily Mmxivs �PAD PARCEL 2,PM 37465 APN:3B9-200-036 u —— PARCEL 1,PM 37465 VACANT -- MCr+� a e9 zoo 035 ROAD APN 3 z OR PER PLAN FLOWL/NE AT BLOCK WALL - - - LOT tar o3 15'TYP -- _ 49 46 I " I 2' j Q 10'MIN BERM 1 FT HIGH 23 - �� 15 TYP. UNLESS 47 za z7 2s 25 z4 21 z0 -'�Ks — Qe �� NOTED OTHERWISE g FINISHED ONADE FlNISFIED GRADE _-�> 46 P�aexr a tJ r6 5 Robs - - 1% MIN � F 1 a MIN Q 1� MIN � RG PAD � �E4LANFSLOPEf�:4 $ $ 4 30 BB WAY 14 13 z oT 142 -- (TYP) I I (TYP) (TYP) o 0 97 ---1 I I r-------� r------T C--7 - ------ - - -- s 44 31 a 119 11 1O 9 � � U I T FG_ _________ QUIT ONE WALL BLOCK AT 3 95 98 120 8 ] yj I- 10' MIN. N g 29,MIN 19 MIN DRAINAGE SWALE FLOBUNE 0 4 Lrc a3 32 �e 94 99 ita 12t 6 5 a AI f��I'_II III I 1 5' MIN. �J20%MAX . -:, a m I I A B I B I 20%MAX M.H.C. TEMP. 1 az 33 93 lOO 1 n] 1z2 0 weer WAr�_ I 1 I I 3' TYP. UNLESS SECTION CC g v 4 5 TRAILER SITE 116 @ 1s3 �d{�7§¢ PAD I I= I PAD I I PAD j NOTED OTHERWISE NTS CONCRETE WALL FOOTING' ° _ FUTurt�2bfiYMCRcuL I�{J7� 132 LOr 143 1 G5.D I I I I 1 00.0 99.0 I 9 a . 40 35 91 /02 115 124 PARK SITE I+I I I COA4P£X S 1 3y 36 90 703 114 125 131 \L°T 745 1 3a aJ 89 1D4 na r30 I r-- r-- I r-- 26 w� I I �� TYPICAL SIDEYARD WALL DRAINAGE OPENING "Si=_= - 112 9 9 °""05 I I IGARAGEI ��� NTS - a�rRono as 10� n1 zza �ftI'T 3T'6,4 16' 61- -� 7 - r I---�--- -r�Z-r - - 60 J3 7a I 11O PAD LIMIT JI r\TI PAD LIMT� I ^g O 61 ]5 \ 86 10i 'B 'R� 07/460 FACT 37305-123- 17 I — I R/�y 24- 'Q� 22-1 1B- PVC PIPE GRATED CAP(REMOVABLE) 62 71 7s rs e4 109 � 5-1 Pi-1 2 r 63 ]0 77 \ � 1p� 6-1 Ob p n - - - - _ P�C�7435 64 Q 69 J8 1- 82 51�0 'P 28-i DIRECTION OF FLOW R/W 85 66 Rye PARK SITE CURB FACE 6 LOT f4O PLAN VIEW I \ ss b S / 31-1 32 N rs LOT 136 OS81 5' jj 3'DIA. SLY1. 40 PVC PIPE 67 a� 7C SENER LIFT t`�9 TEMESCAL CANYON 34' STA77ON 10 / HIGH SCHOOL TYPICAL LOT GRADING PER PLAN 2' TG APN 389-210-039 PER PRECISE GRADING PLANS INVERT 2'HIGH MIN =TC+0.24 4 g WL°O e 51N =TC-0.42 BERM IF Ff 5'MIN. PL =TC-0.50 2.0% NEEDED I -INVERT 45'WYE LELBOW / \ INDEX MAP FL TC-0.36 3"PVC PIPE II � a � SCALE 1 =200 �3'MIN. o � 3'PVC PIPE 4"TEE WITH `�� 1' 6"CURB AND GUTTER GRATE INLET - BW SEWER BACKWATER VAL RG o SLOPE (REF.- EVMWD WO#20-003) n CURB DRAIN. RES/DENT/AL 3"DIA. SCH 40 PVC PIPE' 2 ~ `� REF. CITY STANDARD PLAN N0.303(MODIFIED) INVERT ELEV.PER PLAN CONSTRUCTION NOTES & QUANTITY ESTIMATE I I PAD JJJ o I ro g I (105_O) i FL NTS n CLLANOUT IL 11 F.G. 5'MIN. it MIN. TRENCH WIDTH NTS N0. DESCR/P770N UNIT QUANTITY II PER RECOMMENDED 22Z MIN 0%MAX FL ELEV.PER PLAN(TYP) 3'MIN. PVC SPECIFICATION to- INSTALL 3"DIA.PVC DRAIN PIPE(0.5%MIN. SLOPE) LF 1180 I RETAINING WALL(IF REQUIRED) I `��!�/ /\/\f\/ o- INSTALL 6"DIA. YARD DRAIN INLET PER DETAIL ON SHEET 2 EA 33 II � RG I PAD µ 3 INSTALL CURB DRAIN., RESIDENTIAL PER CITY STD. PLAN N0. 303 MODIFIED AND EA 8 Z BACKFILL SHALL BE DETAIL ON SHEET 2 SECTION A A ----(1010)---------- -- g- COMPACTED TO A RELATIVE COMPAC7701V OF NOT LESS o- INSTALL CLEANOUT PER DETAIL ON SHEET 2 EA 8 SCALE.' i"= 2' N g THAN 90$EXCEPT FINAL 2 FOR SIDEYARD GRADING WHERE PAD 29,MIN L_ FEET OHICH WILL BE NOT DIFFERENCE 15 GREA 7ER THAN 1.0' F.Q 207 MAX LESS THAN 95% So- CONSTRUCT 3"AC THICK PA NNG OVER COMPACTED SUBGRADE SF 2985 90%RELATIVE COMPACTION 2X4 REDWOOD HEADER IN PAVEMENT AREAS PVC PIPE PER OR 2-1X4 0 RADIUS Go- CONSTRUCF 4"TEMPORARY PCC SIDEWALK PER LANDSCAPE PLANS SF 1229 (SIZE PLAN) PL Z Q To- INSTALL DELECTABLE WARNING(TRUNCATED DOMES)PER DETAIL ON SHEET 4 EA 1 Q� SAND OR/4 MAX—" BEDDING NTH SAND OR - - CRUSHED ROCK /-f 2 Bo- INSTALL ACCESSIBILITY PARKING STRIPING PER DETAIL ON SHEET 4 EA 2 5'MIN. OTHER GRANULAR MATERIAL FL 5'MIN �g (MIN. S£.=30)AND SHALL ASPHALT PAVNG-REFER go- INSTALL ADA COMPLIANT SIGN AND POST PER DETAIL ON SHEET 4 EA 2 II 3'MIN. II BE COMPACTED TO NOT o o TO PLANS AND/OR II' FL II TYP/CAL P.V.C. PIPE TRENCH DETAIL LESS THAN 90%RELATIVE SPECIRCA77ONSFOR RG NTS 7HICKN£SS _ 3'MIN DENSITY 10 PAINT PARKING SPACE MARKINGS&S7R1P1NG PER DETAIL ON SHEET 4 LF 200 I i r II � � � PAD o 0 o BASEF7LL WHERE OCCURS /rOA� INSTALL WHEfLSTOPS PER D£FAIL ON SHEET 4 EA 8 RG �� -----�, �I g (10-- PAD II /� 3- 10d GALV,NAILS FENCE AND BLOCK WALL PER LANDSCAPE PLAN. PROVIDE SIDEYARD WALL o 1 Z DRAINAGE OPENING PER DETAIL ON SHEET 2 EA 4 ---(104.3)---- ---- - --------- ---- 2q_MIN. USE 6"ATRIUM GRATE IN USE 6"ATRIUM GRA IF IN N g PLANTER AREAS PLANTER AREAS 12 INSTALL REDWOOD PAVING HEADER PER DETAIL ON SHEET 2 LF 157 _J F C 2:1 MAX ? x 2X4X7B"LONG MIN. r ADS 6'FLAT r NDS 6-FLAT REDWOOD STAKES® CONSTRUCT RESIDEN77AL DRIVEWAY WITH SIDEWALK AT CURB(AF PARKING)PER `^" g / � GRATE(OR EQUAL) /PLAN GRATE(OR EQUAL) 4'-O"O.C. 13 COUNTY STD.PLAN NO 207A(MODIFIED)&DETAIL ON SHEET 3 EA 1 2%MIN FL ELEV PER FG � - 2%MIN TG ELEV PER PLAN FINISH GRADE TG 'MAX PLAN(TYP) 209 209 MAX - l /PER FINISH GRADE 14 CONSTRUCT RESIDEN77AL DRNEW4Y WITH SIDEWALK AT CURB PER COUNTY SID. EA 4 FL ELEV PER PLAN(TYP) PLAN NO 207 SECTION B-B 3"DIA. PVC L-----J REDWOOD PAVING HEADER (TEMPORARY) 15 CONSTRUCT 6"PCC DRIVEWAY, COLOR AND FINISH PER LANDSCAPE PLANS SF 1606 OUTLET PIPE 1 L NTS SCALE: I"=2' _ - - I I 16 GRAVEL LAYER AT 5/DEYARD PER LANDSCAPE PLANS FOR S/DEYARD GRADING WHERE PAD NDS 6'SPEE-D BASIN DIFFERENCE/S LESS THAN OR EQUAL TO 1.0' 1 I (OR EQUAL) 6'DIA.PVC OUTLET 1 / I I PIPE OVER MAINLINE17 CONCRETE FLATWORK DETAILS AND FINISH PER LANDSCAPE PLANS _ 3'DIA. OUTLET(S) (SEE NOTE 2) 1B AR77FICIAL TURF PER LANDSCAPE PLANS - - lf ELfV.PER PLAN CASE A SIDE OUTLET PIPE CASE B. OUTLET PIPE OVER MAINLINE 19 VINYL SCREEN FENCE PER LANDSCAPE PLANS LF 70 O NOTES fUEL MODIRCA77ON NOTE' 02� TUBULAR STEEL 7RAP FENCING PER LANDCSAPE PLANS LF 455 I"I��� 1 INSTALL ALL FITTINGS AND CATCH PLAN SYMBOL FUEL MODIFICATION ZONE 1 PER HOMEOWNER S RANCH/7R THINJ7305T E L PRO7EC70N PLAN IRRIGATION BASINS PER MANUFACTURER SPECS SOTS TG AND LANDSCAPING 70 BE HOMEOWNER MAINTAINED WITHIN THE LOT. 21 TUBULAR STEEL MAINTENANCE ACCESS GATES PER LANDSCAPE PLANS EA 2 2.CASE B: CONNECT 6'DIA. OUTLET PIPE 50.00 INV ZONE 1 INCLUDES THE ENTIRE PAD AREA. NO COMBUSTIBLE PLAY SETS, GAZEBOS, ETC, AND TO 3'DIA.MAINLINE USING REDUCER NO TREES OR RESTRICTED PLANT MATERIALS TO BE LOCATED WITHIN 10 FEET OF THE 22 ACCESSIBLE PORT-POT77E PER LANDSCAPE PLANS EA 1 DWL TWO WORRING AND 90'WYE(OR EQUAL). PROPERTY LINE OR WITHIN 10 FEET OF THE HOUSE SEE BUYER LOT DISCLOSURE EXHIBIT AND BEFORE DAYS BEFORE THE CC&R S FOR THE RESTRICTED PLANT MA TER/ALS 23 CONSTRUCT 3'X7'SIDE STOOP PER DETAIL ON SHEET 3 6 EA 4 YOU DIC W YOU DIG " DIA YARD DRAIN INLET FUEL MODIRCA 77ON ZONE 1 APPLIES AT THE FOLLOWING LOTS TOLL FREE 1-800-422-4133 2 NTS 24 INSTALL DRAIN FOR P07S PER LANDSCAPE PLANS&DETAIL ON SHEET 3 EA 13 A PUBLIC SERVICE BY TRACT 37305: 54-59,INCLUSIVE UNDERGROUND SERVICE ALERT ERSC 06/02/2022 MB EGPC-2022-0014 MARK REVISIONS APPR. DATE 7HESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY SEAL CITY Of LAKE ELSINORE SHEET NO. FOUND OF DEVELOPMENT AND/OR CITY AND ST47f LAWS AND HAVE BEEN iM ENGINEERING SUITE N. SHfRIDAN STREET FOUND ACCEPTABLE SUl7E 117 OQftOFGSS01pA,q( LAND PLANNING CORONA, CALIFORNIA 92880 FQ to Seo y MODEL PRECISE GRADING PLAN TEL. (951)279-1800 SURVEYING FAX(951)279-4380 t No.36996 y s FOR TRACTS 37305 LOTS 54 TO 59 OF 7 SHTS �} 6/15/2022 Engine g,Inc. Ir ciw� �°' SCALE AS SHOWN BENCH MARK. R ON HABIB,RCE No.83156 DATE �� ��^ 05-23-2022 9TE°F cnUF°A SEE GENERAL NOTES SHEET 1. FILE N0. CITY CITY OF ENGLAKINEER ELSINORE KEl7N G. OSBORN R.C.E.No.36996 DA7f [TA TE' MARCH 2O22 INDEX MAP,DETAILS AND SECTIONS 22-137 OrvwnA R:\382663\G d\Cra4in9 P.�,.w IN°a"I Afe PCY'\663-P!N-MOLPC-0-37305-014wB Caput-11--I Saw?1111 11 I JI PM .11.5/IO/2022.54 AM Br Bew1Y Mmmas w RESIDENTIAL 1y MIN.30'MAX. LL UZO PEZ W W .10 Nitg • NEAI�NED PIANE 2 \ JdIMAT& 7 W O RNV INTERVALS U 4J 2 RNV O I�� 'B' .B. yT GIB� i OIL y 1 4' __�l !: Di PROPOSED _-� CF ro 2 � d li RI W i ru FF � d H W UNE F.L bo� -4 10 VARIES 19.2'- 19.7' SEE 'LL PARKWAY TEMPORARY PARKING DITAILI LL O MIN. RIT N0z g' 4' I w I� SECTION•BA' L B.C. Y 5'MIN. SIDEYARD w<j m T.C. wwv VARIES FS=FL+LIP m 3 I 5 (PER PLAN) 3'WIDE STOOP FL rw0 4.33� 4 F.L. '�y� LIP 008 �' //\\\/ // \/� 3'M/N CLR. TO FL NOTES: DETAIL 777, - i/\\� \ 1.ALL CONSTRUCTION SHALL BE CLASS"W CONCRETE. �\\ 2.2U OF FULL-HEIGHT CURB REQUIRED BETWEEN DRIVEWAYS WITHIN ANY ONE PROPERTY FRONTAGE. \j/\ \ 3.USE 6 MIL PLASTIC SHEETINGWHEN ABUTTING SOIL HAS A HIGH SULFATE CONTENT,SPECIAL CONSIDERATIONS ARE REQUIRED.SEE SPECIFICATIONS(SECTION 16.04). �/\ �_ 6"MIN. GARAGE FINISH FLOOR 4.CONSTRUCT THE PROFILE GRADE OF THE PRIVATE ON-SITE DRIVEWAY$O THAT IT PROVIDES / 29 SMOOTH VEHICLE ACCESS OVER THE DRIVE APPROACH. �! i Strn EXTEND SLAB EDGE W, �3 RESIDENTIAL DRIVEWAY W/SIDEWALK AT CURB (AT PARKING) DETAIL Q 6 MlN BELOW FL REF. COUNTY STANDARD PLAN NO.207(MODIFIED) 2 0 NTS y o - NOTES J YXT SIDE STOOP DETAIL y. 1. ALL 6 MIL LAS77C SHALL BE CLASS B CONCRETE. NTS SEE STD N0.213 FOR 2.USE 6 MIL PLASTIC SHEETING WHEN ABUTTING SOIL HAS A HIGH SULFATE CONTENT,SPECIAL RESIDENTIAL DRIVEWAY CONSID£RA77ONS ARE REQUIRED.SEE SPECIRCA77ONS(SECTION 16.04). NOT TO SCALE WITH SIDEWALK AT RNV J. CONSTRUCT THE PROFILE GRADE OF THE PRIVATE ON-SITE DRIVEWAY SO THAT IT PROVIDES SMOOTH VEHICLE ACCESS OVER THE DRIVE APPROACH. APPROVED BY: COUNTY OF RIVERSIDE Q DATE:1111504 GEORGE .JORCE4232B ••••` WITH SIDEWALK DRIVEWAY H , AT CURB REVISIDNS It BY: A D DATE REV. BY: AM DATE 6T1.6TT I 11L4 111 4 mm 1 11 z s STANDARD NO.207 zi 11 9 B 14 RESIDENTIAL DRIVEWAY RW/SIDEWALK AT CURB REF COUNTY STANDA PLAN NO.207 NTS PLANTER POT PER LANDSCAPE PLA IRRIGA]ION LINE PER LANDSCAPE PLAN rG PER PLAN 2'DIA.PERFORATED PIPE 3"X2"REDUCER O O INV PER \\ PLAN J14"AGGREGATE 24 CONCRETE POT DRAIN DETAIL 9!0800-422-4133 1WiYSBEFIZE RE A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ERSC 06 02 2022 MB EGPC-2022-0014 MARK REVISIONS APPR. DA IF THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY SEAL SHEET NO. COND177ONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN ENGINEERING 357 N. SHERIDAN STREET CITY Of LAKE ELSINORE FOUND ACCEPTABLE SUITE 117 OQftOFGSSinnq( K' LAND PLANNING CORONA, CALIFORNIA 92880 e tH 0 Seo MODEL PRECISE GRADING PLAN 3 TEL. (951)279-1800 iM SURVEYING FAX(951)279-4380 No.36996 A FOR TRACTS 37305 LOTS 54 TO 59 of 7 stirs �} 6/15/2022 Engine g,Inc. sr clw� c SCALE. AS SHOWN BENCH MARK. FILE N0. R ON HABIB,RCE No.83156 DATE ��� 05-23-2022 9TEor c^UeoR� SEE GENERAL N07ES SHEET 1. CITY ENGINEER DATE' MARCH 2O22 DETAILS AND SECTIONS CITY OF LAKE ELSINORE KE17H G. OSBORN R.C.E.No.36996 DATE 22-138 OrvwnA R:\382663\G d\Cratlin9 PrmnlNodel Afe PGa\663-P!N-MDLPC-0-3)305-03tlwg Caput SH£EI3-24x35 L Saw.3/22/2022 218 PN P10 5/10/2022 d hN BX Bewry;7 I CONSTRUCTION NOTES ---- CONSTRUCT J"AC THICK PA WNG OVER COMPACTED SUBGRADE wD •Z1M •Z!M N To- INSTALL DETECTABLE WARNING(TRUNCATED DOMES)PER DETAIL ON SHEET 4 IM INSTALL ACCE-10BILITY PARKING STRIPING PER DETAIL ON SHEET 4 _ - - --- - INSTALL ADA COMPLIANT SIGN AND POST PER DETAIL ON SHEET 4 BEDROCK ROAD N JO PAINT PARKING SPACE MARKINGS&STRIPING PER DETAIL ON SHEET 4 0®- INSTALL WHEELSTOPS PER DETAIL ON SHEET 4 o_ -------- LOT 1410.5 3 r _---- 06:i9'S1 E 54.57' -- JJ09.3B34 E 53.5J'- -- L TOP OF PAVEMENT PROPOSED L N0335'12"E 54.57'- N703601'E 50.00'- -- -NI03607 E S000'- �- -- m + _ Q 6717'- = _ 2-/ REBARS CF 0 �� L •N0037'54`E ^`.s q __ PARK 3 10WAY ------ �`'v i^ $ N $ L N LOT 56 $ i PRECAST CONCRETE BUMPER W `�`i LOT 57 $ i O' i M E / I o 31.2' 30.4' i > 0; I k C7 � i O w i . A• ` IL_ tli om+ goo M ;;/•i' •••• SALES TRAILER o` ,❑ i�-Oa OO_� o TUBULAR TRAP FENCE@ �.+ ❑ ' (PER LANDSCAPE I ti I -- ------ OFFICE W I -___-- - ®13 oJ� 9" 6' 4 Ll PLANS) h I 1-w _70.7' T LO 8 • - g L y1 45 REBAR W/2'-0"EMBED INTO PAVING SW 59 PE-1 11. ftATT595. PE=1 4. fin 4'-0"15L •_ 4"CONCRETE 131. 1. • 1315.07 r W� I ff=1311.1 Y ••�••e '•� 8-CR ^ I� SIDEWALK(PER I� `� 9 7 - 9 = 11 STREET PLAN) 29 6"CURB& 60, I •❑ e e e e e GUTTER(PER %/�\ `❑ 0 g' STREET PLAN) 10' 20' 20' 10" � � ❑ 5 q' f0 5 10 TYP. t I n it 5 ❑ T 10' S' S_' 15 REBAR W/2'-0-EMBED INTO PAVING \ l I I RW&PL Lrbi - 'v e (...�R N RW� B L RNi. .R�- WHEEL STOP DETAILNIS SECTION "A" - "A" o 4=037)4;T9" d=0JD4'40"m-d=0223'50" j n R=916.00' R=916.00' gM�It L=4920' L=49.21' R=916.00' N10360fE" N am L-38.32' I 11.02' INTERNATIONAL SYMBOL 9M ��916.00' - OF ACC£SSIBILITY RG=58.72' - HANGING ROCK ROAD - -- - S8 BLUE BACKGROUND s8 SIGN REFLECTORI UC7ID ACCESSIBILITY 516N CONSs OF PORCELAIN WHITE SYMBOL Ar, M STEEL WITH BEADED M 9" TEXT OR EQUAL 45" N AN PLAN LEGEND MODEL HOME SITE / H \ TRUNCATED ACCESSIBLE], CENIERLWE DOME DETAIL #9 PROPERTY LINE SITE PLAN WITH ACCESS/BLE ACCESS l SCALE. NTS WARNING SIGN SCALE: 1"=20' RIGHT OF WAY \ TRUNCATED DOMES SHALL COMPLY NTH W/ PROPOSED LOTUNE CBC 118705.1.1 UNAUTHORIZED VEHICLES -� PROPOSED WATER PARKED IN DESIGNATED 0 20 40 60 80 a PROPOSED S704M DRAIN \ _ i/ 77FRI14GMHEIGHT ACCESSIBLE SPACES NOT •' PROPOSEO SEWER DISPLAYING DISTINGUISHING PROPOSED RECYCLE WATER PLACARDS OR SPECIAL LICENSE PLATES ISSUED FOR PERSONS GRADE RATE&FLOW DIREC77ON SIDEWALK FINE SANDBLAST 65" WITH DISABILITIES WILL BE _700�PROPOSED CONTOUR PER PLAN TEXTURE 2.3" MIN. 2"DIAMETER TOWED AWAY AT THE OWNER'S ^703--- "EAIS77NG CONTOUR ' ` GAL VAN12FD PIPE EXPENSE. TOWED VEHICLES MAY '' .a.-..�:-®. �^.. ®: :.�. IN TOP OF SLOPE ... SET IN CONCRETE BE RECLAIMED AT 2:1 SLOPE RA DO '.@l::® ®�''�."=®"�,'�..�::®;®.'•�"'Y� �'..:®:`.l9--:¢ l8'BELOW GRADE COMPANY NAME _ OR BY - --TILE OF SLOPE O SEE ACCESS SIGN POST "' N TELEPHONING—_—�LLL IN APPROPRIATE ®: �O;O�:b'.:�.'.@, 40.0':;�_,.0..10 �. ®.®_: 2 TELEPHONE NUMBER ® PROPOSED RETAINING WALL DETAIL HEREON TRUNCATED DOMESO h 7 MINIMUM $250 FINE PROPOSED STREET LIGHT PROPOSED FIRE HYDRANT O®TIRE/WNEEL STOP a d s�..; .'�'�..�_,.:®-..'.,�.'.�,.�,.. .,. NOTE.• SIGN SHALL E I MEPOSTEDAT IN A -��;;®:�l."ryl;®, ti CONSPICUOUS PLACE IMMEDIATELY - ADJACENT TO AND WSIBLE FROM —- DAKI6HT LINE 3"WDE U£STRIPES .• `` `:'��. �;:®'.,�;� � '®<®':.�..'�,-'�'' ,e I' EACH ACCESSIBLE STALL OR SPACE i� .:".... �' a AND MEET ALL REQUIREMENTS OF ------ PAD LIMIT LANES DOUBLE J"W 17F STRIPES •' •- CBC 1109A.B.B DIREC77ON OF FLOW 36XJ6" ,®.-,.®:'�.._®:.:®..;®�. BLUE BACKGROUND TH O ® - .$ •••••••••- PA OF IRA W/WHNE SYMBOL REFER TO SITE PLAN ;'Ta•::__'i CONCRETE 9' B' PAINT NO PARKING" FOR LOCARGN&OVERALL NDIHMARK D O u� W 177EE LETTERS SE 12" .a � - AC PAVNG TRAP FENCE _ -�• REFER TO 1RUNCA7ED DOME DETA/C 1 ACCESSIBILITY SIGN AND POST Dla nvo wallwc WNK FENCE TRUNCATED DOMES 9 R£F. ADA/CCR TITLE 24 ACCESSIBILITY REGULA77ONS mm R£F.ADA/CCR RRE 24 ACCESSIBILITY R£GULA nONS N75 YOU DIC w Y01T DIG "-^•"-^•'-"•"-"• BLOCK WALL 10 8 ACCESSIBILITY PARKING STRIPING NTS TOLL FREE 1-800-422-4133 A PUBLIC RVICE BY UNDERGROUND SERVICE ALERT ERSC 06/02/2022 MB EGPC-2022-0014 MARK REWSIONS APPR. DA IF THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE NTH THE APPROPRIA7E PREPARED BY.' SEAL SHEET NO.. CONOITTONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN fNCJNEBP/NC J57 N.SHERIDAN STREET CITY Of LAKE ELSINORE FOUND ACCEPTABLE. SUITE 117 OPR0F9( 1 [Twn PUNANWC CORONA, CALIFORNIA 92BB0 6,p Lnk Seo Fy MODEL PRECISE GRADING PLAN 4 TM (951)279-1800 SURVEYING FAX(951)279-4360 N..36996 A FOR TRACTS 37305 LOTS 54 TO 59 Engne frog,Inc. OF 7 S"7S} 6/15/2022 *sr CNII Vie* SCALE.,AS SHOWN BENCH MARK., FILE NO. REIMON HABIB,RCE No. 6JI56 DATE 05-23-2022 9rFOFCAUF°R SEE GENERAL NOTES SHEET 1. CITY ENGINEER DATE., MARCH 2O22 SITE PLAN WITH ACCESSIBLE ACCESS 7 K&A REVISE SECTION"A"-A" YT 07/06/2022 CITY OF LAKE ELSINORE KEITH G.OSBORN R.C.E. No.J6996 DATE 22-139 (baxsg:R JBZfi63Nnd O°dm9 PreYssIYa1N 9Ye PfP b43-MN-Y0L_HP-J]30.5-01.My LapuL 9lEEI 9-P4°I6 L Saret 5 10/LY1I 8'JI RY Plansd'S/I6 20ZI BSS AN BY Nerety Ibnas BEDROCK ROAD CONSTRUCTION NOTES o- INSTALL 3-DIA.PVC DRAIN PIPE(0.5%MIN.SLOPE) o- INSTALL 6'DIA. YARD DRAIN INLET PER DETAIL ON SHEET 2 0 INSTALL CURB DRAIN:RESIDENTAL PER CITY STD.PLAN NO.303 MODIFIED AND DETAIL ON SHEET 2 INSTALL CLEANOUT PER DETAIL ON SHEET 2 CONSTRUCT 3"AC THICK PAVING OVER COMPACTED SU96RADE CONSTRUCT 4"7EMPGRARY PCC SIDEWALK PER LANDSCAPE PLANS LOT 1410.5 I To- INSTALL DEIECIABLE WARNING(TRUNCATED DOMES)PER DETAIL ON SHEET 4 FENCE AND BLOCK WALL PER LANDSCAPE PLAN.PRONDE 51DEYARV WALL -----------1-1----------pL ---------L-1-----------PL ------ 11 DRAINAGE OPENING PER DETAIL ON SHEET 2 PL 12 INSTALL REDWOOD PAVING HEADER PER DETAIL DN SHEET 2 ljo 12•3 FG FG 130 CONSTRUCT RESIDENTIAL DRIVEWAY WIN SIDEWALK AT CURB(AT PARKING)PER FIG FG 13 COUNTY SID.PLAN NO 207A(MODIFIED)&DETAIL ON SHEET 3 1L5 11.00 7G 2 FG FG z \\ z \� 10.5 FG 09.82/NFIG g LOT T 56 ��� /4 CONSTRUCT RESIDENTIAL DRIVEWAY WIN SIDEWALK AT CURB PER COUNTY SID. PL FG L 0 T 57 k PLAN NO 207 10.5 10.20 TG "� ^ N 10 5 II FG _-_--_ 2-al INV $ry </ PL I 15 CONSTRUCT 6"PCC DRIVEWAY,COLOR AND FINISH PER LANDSCAPE PLANS vs I FG 0.50' c I ,\11 ©, ,^ `'90 10.90 TG `��"; 2 11.00 TG 11.44 16 CRAVl1 LAYER AT 5/DEYARD PER LANDSCAPE PLANS 1 0.70�`„ INV 2 10.09 INV FL P L A S `. .� ^.� �� 10.01 INV 1%MIN 1%MIN 1 DD IG }" •_ 19.83" S=0.0100 I 2 I I 09/NV 2 1000 �50o fo.4 1157' 17 CONCRETE FZAIWURK DETAILS AND FIN/SH PER LANDSCAPE PLANS I 2 FG M h hlit 6,9.17 INV ; 1 b 18 ' "• 2 - `�' I $ 1 Na I_ \ '1140 18 AR7nOAL TURF PER LANDSCAPE PLANS 10.4 � 11.60 0 120 11.2 � 11.2 ' m A W&P� - / \ FG �`, 1.2 F u IL66 FS I FG 79 fL p FL WNK SCREEN FENCE PER LANDSCAPE PLANS I o f0.61 IS 1 6, 20' 10 I H 10.3 FG S ry+�h 18 ^ g k 10.1 11.3 FG_----- -- R 102 � ,0 1 '} INV ---- -� I/.88 2 SALES TRAILER 5, C 10 TUBULAR STEEL TRAP FENCING PER LANDCCAPE PLANS I i T. FG © 09.06 10.70 FS I 1 PC 1.5$ FS 1.m FS c d 30' I N 10.3 FG i 11.3 FG ''� ____-_-- - TUBULAR STEEL MAINTENANCE ACCESS GATES PER LANDSCAPE PLANS �a 4 FG k FF 1311 54 11.fo rG C o 10.5 ' r-------- a 11.811 TG 11.5 i 11-85 09.9 /NV 2 10.26 INV 2 21 I \s 1 fo.79-Te- c\ $ 1® 10.80IN, 16 ~' e FS ce PlT SET o g N ----C I ^I 109/N F I o ' 11 f0 1G z S N o of --o- ACCESSIBLE PORT-POT77F PER LANDSCAPE PLANS I- OU• lJ o Is 1217IF Ito, NV �$ "1l $ 1 it 11.3 13.0 ! 1L54 11.54 1L54 FG fG o I i INV 1 2 09.29 INV 8 " ILL'STEP LOT 58 11.2 o n IF FF IF o- CONSTRUCT 3'X7'SIDE S700P PER DETAIL ON SHEET 3 O 10.5 11.17 FF 16 PE=1311.5 FL P '^ 1 FS2 5 "�\11_1 10.18 INV 2 O I O 2 08. I NV FG 10.4¢sFP LOT 5 9 19 FG �46 ,� 11.46 1%MlN _ 24 INSTALL DRAIN FOR P07S PER LANDSCAPE PLANS&DETAIL ON SHEET 3 fs " $ 2 FF=1312.17 16 11.00 TG 10.90 TG 11.2 Ix, -_11.8 PE=1310.5 n.00 rG f0.2 z 09.42 IN 2 / 09.91 INV f1 P 1 R P y I P t� 4022-ER 11.fD TG I 09.78/N 5=0.0050 1 -P 1FS 2X i I• FF=1311.17 FL o p 2 09.95 INV `� <- --T� I a g lo.10 TG °� so.96 It D.14 LEGEND � /6 4026-BR 009.21INV 11.3 11 0 ,° INV Q 11.4D 1'1 1 y 1227 1 L28 11.28 -i 11.37 INV \� � CAC I $ FL P FS GB FS FS GB 6 FS f5 12.6 �A FIRE HYDRANT-PROTECT IN PLACE W f0.2P 3 12.17 FF 6 0 0 �.. FS P FL I 11.67 F5 11.63 75 $ 12 �_ v o 0 3.3R o w © STREERIGHT-PROTECT IN PLACE I x 11.17 11.10 TG 1-6"STEP Is j1'Sl STEP a 10.90 1� w Ia61 STEP 10.63 IS Og,22 IN 2 0 1L3 4 > 10.90 12 FS GB 1L08 11.20 12 1210 C WATER MEIER-ADJUST TO GRADE f0.99 I o 1-6 k 10.2j 8S FS / FS 1 FS FS/GB F5 6 = ❑ 1_5 51EP FG P o k�� ae 2 I ~ 5 o f0.3 FG/HP 12.17 FF I 1 fS 12 N ❑p INSTALL TRAFFIC RATED COVER 2-0.00 TG FG P 1n o - 5 � aeI .76 INV 1 19 il_a4 STEP CfF=131L50 3� "'+' �I °' ry+ w 11.17 FF 3 11.74 15 4 10.9 `O` G� 5 y! w ❑E SENt37 LYEANOUT-ADA/ST 7T7 GRADE $ 11.170. f3f0.50 " /.34 1FG G f_4 STEP GFF -qt T79.9 3' 1�64 STEP kl j �� r(15}� �� FLJ°�+ L•- - --GRADE BREAK^ GRADE BREAK FS FG (n ao --N 1/ _ $ - ---- --- - L------- 12.10 • 10.5 ,ai, 10.9 - 6 c 1. 7 T0.23 10.59 )0.78 10.97FSAGS M I 15 11.1E 7S - d- 11.35 1 I FG 10.68 75 '� . FG 10.6§BS °i�' FS GB FS GB FS GB FS GB FS/GB I 1 1-6 STEP ' '�G2 P 11 1_g�515EP - _ v -'1.6%'- f FS6 0.61 N L _ o 0 0l o �27X PROPOSED �09.78� - 10.53 FS<y INV GB N ti cy++ �i o CF R W I 0.1 N- r'• V o- 3'2�� 10. 4" FS i 0� mil 1 w&PL I I 0970 7� os.6a es " v�a os.4s TG , W -- D \\ f0.11 K O• 09.86 5 W L 1-6 STEP 09.6 �. 4 4 - �- \ 1 4 0 0 FS 4.09.43 08891N E 6 �09,51 NV 0 C FS W E D PARKWAY \\ o&83,.- L W - 1FS0 W E D _ p6.59 6 Q o U, 1t 0 10.2,E ° 70.42 00.61 po 10.98 B S-0.0200 INV - f "- - o VV 09.4f e+• 09.B4. - 'y 70 FS W FS W FS W D ° wi f5 BW ee - �\� W _ of o e a s m P C W ee C FS W- N m 09.5 09.07 fG av � W � � � 09� TUBULAR TRAP FENCE 2D 4 08.47 INV 0• 4W 09.96 C 09.76 10.08 1045 10.64 O 09.30 FL FL FL (PER LANDSCAPE $ 09.07 0$.46 FZ FL 1 23 7C 1TC 6 4 PLANS) o 08.61 ,52 TC FL FL 6 C- gM ^g 7C SW , 09.25 TC 3 & 1.44% 1.44X B'CURB M FI'09.17 IC 08.83 fNV .02 FL BM 09.87 TC N 80' •B 08.30 0g,37 FL '' a"CONCRETE 0g.83 TC 08 08.67 FL M 1."IT 3 09.22 Q o9.87 TC ,"���y SIDEWALK(PER I Og 41 1NV 7C M 3 0 ,a 1.65% 08.77 IN TC m 3 09.45 INV STREET PLAN) _1� R add �� 6'"CURB& 2% _ 7C 07. BM -- 08.1vi TFL N 1 GUTTER 3.97X �^ 14 - _ - - - STREET PLAN) aM �14 ------ HANGING ROCK ROAD \" ZL - _ �-- 1 o SECTION "A" - "A" DRAIN PIPE TABLE DRAIN PIPE TABLE N75 Q LENGTH Q LENGTH FUEL MODIFICA77GW NOTE Oa 6.00' OI 19.50' FUEL MODIFICATION ZONE I PER NIONOLS RANCH/IR 37305 FIRE PROTECTION PLAN. IRRICARON 13.51' Qg 5.25' AND LANDSCAPING TO BE HOMEOWNER MAINTAINED WITHIN IRE LOT. Ok TWO WORIOIC ZONE 1 INCLUDES THE EN77RE PAD AREA. NO COMBUS7/BLE PLAY SETS GAZEBOS ETC., AND I� DAYS BARE 0 9.14' Q 10.00' NO TREES OR RESTRICTED PLANT MATERIALS TO BE LOCATED WITHIN 10 FEET OF THE SCALE: 1°=f0` PROPERTY LINE OR WITHIN 10 FEET OF THE HOUSE. SEE BUYER LOT DISCLOSURE EXHIBIT AND TOLLL FREE 1-800-422-4133 YOU DIG Qd 9.05 Q 7.68 THE CC&RS FOR THE RESTRICTED PLANT MATERIALS UNDE A PUB IC SERVICE E ALERT 15• ERSC 06/02/2022 MB o 0 20 EG PC-2022-0014 FUEL MODIFICA77ON ZONE 1 APPLIES AT THE FOLLOWING COTS THIS SHEET 56-59.INCLUSNE OUNMARK REVISIONS APPR. OA7E THESE PLANS HALE BEEN RENEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY., SEAL SHEET No. CONDI BONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HA VE BEEN ENL.-NLnULNC J57 N.SHERIDAN STREET CITY Of LAKE EL51NORE FOUND ACCEPTABLE. SUITE 117 aeROFs. ia, m LAND PUNANNC CORONA, CALIFORNIA 92860 Seo Fy MODEL PRECISE GRADING PLAN 5 TEL (951)279-1800 't ay m SURVEYING FAX(951)279-4360 Nu.36996 A FOR TRACTS 37305 LOTS 54 TO 59 Engineering,Inc. OF 7 SFITS } 6/15/2022 ^/ *sr c vlI Vie* SCALE.,AS SHOWN BENCH MARK., FILE NO. R25MON HABIB,RCE No. 6JI56 DATE I OF cA kk SEE GENERAL NOTES SHEET 1. TRACT 37305 CITY ENGINEER tVV� ����"` 05-23-2022 DATE.• MARCH 2022 PRECISE GRADING PLAN 7 K&A REVISE SECTION"A' A"ON SHEETS 4, 5&6 YT 07/06/2022 CITY OF LAKE ELSIINORE KEITH G.05YORN R.C.E. No.36996 DATE 22-140 (baxsg:R JBZfi63�m OWn9 rrecssluwm 9Ye PfP b43-P!N-Ib)L_HY-J]30.5-L5.Rq LapuL 9lEEI 5-P4cI6 L Saret 5 10/L�22 8'S6 AV Pbfte?5/16/M22 8 SS AAI HY Lkre.'LY Yainas CONSTRUCTION NOTES fo- INSTALL 3'D/A.PVC DRAIN PIPE(0.5X MIN.SLOPE) BEDROCK ROAD to- INSTALL 6'DIA. YARD DRAIN INLET PER DETAIL ON SHEET 2 - -- INSTALL CURB DRAIN.-RESIDENTIAL PER CITY STD.PLAN NO.303 MODIFIED AND -_--------- DETAIL ONSHEET2 0 4o- INSTALL CLEANOUT PER DETAIL ON SHEET 2 - _ - - - 6o- CONSTRUCT 4'TEMPORARY PCC SIDEWALK PER LANDSCAPE PLANS FENCE AND BLOCK WALL PER LANDSCAPE PLAN.PRONDE S/DEYARD WALL DRAINAGE OPENING PER DETAIL DN SHEET 2 -------------------------- 14 CONSTRUCT RESIDENTAL DRIVEWAY WITH SIDEWALK A T CURB PER COUNTY SID. ------------- ----------1---- r- I PLAN NO 207 15 CONSTRUCT 6'PCC DRIVEWAY,COLOR AND FINISH PER LANDSCAPE PLANS LOT 141 O.S. I 16 GRAVEL LAYER AT SIDEYARD PER LANDSCAPE PLANS 17 CONCRETE FLATWORK DETAILS AND FINISH PER LANDSCAPE PLANS ----- 13.7 ------13.7 --- 137 14.41 ------- L------------1- ------------- 18 ARDFICYAL TURF PER LANDSCAPE PLANS FG--- FC-- FC--- - 1423 TO 19 VNYL SCREEN FENCE PER LANDSCAPE PLANS 130 13.30 TG 1.I30 7G a I4.4 FG 11.92 INN 2 O 2 11.34/NV 13.23/dNV` --' ----------- i FG o- TUBULAR STEEL TRAP FENCING PER LANDCCAPE PLANS 0 FG 14.00 7G 2 1 \ O 71 TUBULAR STEEL MAINTENANCE ACCESS CATES PER LANDSCAPE PLANS .''(,E6 13.6�'�, 1 $ 12.54 INV 12.70 "y1 1390 TG 2 ' FG I 2.6 y INV 12.84 INV S \\ `1 `�i o S=0.0100 o- CONSTRUCT 3'X7'Six STOOP PER DETAIL ON SHEET 3 "1111N� 10.47' 1 14.08' t� 2 1.I10 TG 5=0.8508 1 / I .�,' y INSTALL DRAIN FOR P015 PER LANDSCAPE PLANS$DETAIL CN SHEET 3 IL97 INV 14.38 TG S=R7816 21.50' S=0 $ 1J.J8 INV 1 14.22 FS S=0.0100 . 14.2-Fr, 0 1 2 1 L� o' 1 i i 14.3 o 14.3 O btlF� 9 I 7 fG 2� 13.86 FS N '/sit, 134, � �^F"--------J J ! ---------------- LEGEND o. 13.5 FG o l f 1. 6 TC JJ 12Y ;' 1.L56/NV 1 A❑ FIRE HYDRANT-PR07ECT IN PLACE X `-,FG © 6 h� INV ----14.70 1G 1 ----------� 14.4 o c ''2 1520 TG ❑ 4.4 ; 13.70 INV w �`s�• FG © STREETUGHT-PROTECT IN PLACE 13.10 IC 2 y0�1314.00 TG 132-.�7 INV FG 1507 FF 13.90 TG C WRIER METER-ADJUST 7O GRADE 11.55 INV i,I00/NV FG ® $ 13. TG 2 1-41 S� 2 12.94 INV g 14.37 FF ��123�IN LOT 54 1 D❑ INSTALL TRAFFIC RATED COVER 14.OL FS 3' g ee W L s LOT 55 1-4 STEP �i 2v PE=1314.4 �i'P E❑ SEWER CLEANOUT-ADJUST TO GRADE ,� 134 1 h; 5' 2 LOT" 53 PE"R = o PE=1313.7 FF=1315.07 16 g 2 16 FF=1314.37 16 1.0o TG 2 3528-CR SEPARATE PAN cf) '� 1".12/NV 2 14.00 TG PROPOSED 1.4 3526-BR 21.01 _ I 6 re.7s lNv Prl D�1315.1 OF R/w W FL P 1701/N 16 10' W0, FS P 2 1 11 14.2 15.07 FF PARKWAY N 14.37 FT P 1 c 5z FS iS 07 FT- 1-6 STEP F� IT.,B INV 14.4 1-4 T 13. 0 TC 1-6ZS 1 i-44STEP 14.53 75 N 1 14.37 FF k� 134(BS 13.83 IS FG 145�BS '' o 14.Of FS Gj 1-5 STEP [ +1 14.2 w 0 1S4 1-4 STEP 135 $ p�l FG;HI 3' ; TUBULAR TRAP FENCE@ ++ (PER LANDSCAPE FG P o- h 14.0 h j 1390 IS 1J.1 o 1a.46 LTF=1314.40 FG ".� 1 SW DRAIN PIPE TABLE 1.34 FL P 6 4 PLANS S id BS It 3.9¢BS ... Q LENGTH 1.35 11 1-STEP N` GFF=1J1370 14.461 /-6 S k '> ` 4"CONCRETE `\FG H o SIDEWALK(PER O 12.92' 12.10" � - I 1 13.4 - -- - - �� sv�-�� ❑ FS 12 13.34 75 I of - ,15 - oS+ FG 13.90 kI 1 STREET PLAN) © 10.42' ai 12.81 BS 1 - 13.49 BS - NI I,T4*, g 29 1-6 STEP - 1296 -6 STE 0.85X,.S ° 6"CURB& Qc 8.55' 270X FS-�, 1.67X> _ - ,. . a GUTTER(PER 2.80 �t ° STREET PLAN) 1287 u Od 9.05' 11.58 TG 6 FS/GB 6 FS P 4 12.20 IS 6 4 4 4 f0.98 INV ° 11.60 NV 6 1230 TG �- Oe 8.99' £ w - 11.70 INV 4 W .73X Qf as/ - - - ® e W a: Fs w g W E D W W 12.00' $ - 1f ff fs a! B 1150 :r - 0 12 36 12. 1 11.44 - a SECTION A - A Qh 9.79" C FS W ° "+ A D C FS W FS19W /BW -�i Zo NTS N Qi l551' 11.3 11.87 11.27 11.34 TC 3 11.16 FL 12.06 TC 3 12.32 TO 12.f0 126E TC Tc iO 92 INV FL 11.64 INV 11.82 FL FL FL 12.68 INV 3 M 11.94 TC .eM ,eM 1.44 fL eeM M12.66 TC gM oeM se - 1.44X 11.60 TC 11.99 1.44X 12.16 FL 11.10 FL 3 11.54 TC TC > N 3 11.54 INV 3 SCALE- 1" 10' 7 _ _ _ _ _ 0 10 20 30 40 A 58. 5g., 58., 58. D ° FUEL MODIFICATION N01E --t HANGING ROCK ROAD FUEL LANDSCAPING ZONE 1 PER NICK M NTAIN0IR THIN37JO5T FIRE PR07ECDON PLAN. lRRIGARON o AND LANDSCAPING TO BE HOMEOWNER MAINTAINED WITHIN THE LOT. QNO ZONE 1 INCLUDES THE EN77RE PAD AREA. NO COMBUS77BLE PLAY SETS, GAZEBOS ETC, AND TREES OR RESTRICTED PLANT MATERIALS TO BE LOCATED WITHIN 10 FEET OF THE PROPERTY LINE OR WITHIN 10 FEET OF THE HOUSE. SEE BUYER LOT DISCLOSURE EXHIBIT AND TOLL FREE 1-800-422-4133 THE CC&RS FOR THE RESTRICTED PLANT MATERIALS UNDEA PUBLI DSERVICEEBY ALERT ERSC 06/02/2022 MB EGPC-2022-0014 FUEL MODIFICA77ON ZONE 1 APPLIES AT THE FOLCOWiNG COTS THIS SHEET 54-55.INCLUSIVE MARK REVISIONS APPR. DA7E THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY.' SEAL SHEET NO. CONDI77ONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN ENCJIVEE�//NC J57 N.SHERIDAN STREET CITY Of LAKE ELSINORE inNq( FOUND ACCEPTABLE. SUITE 117 oeR°FG p 1 LANn PUNANWC CORONA, CALIFORNIA 978BO Seo Fy MODEL PRECISE CRADINC PLAN 6 TEL. (951)279-1800 SURVEnArC FAX(951)279-4360 Nu.36996 A FOR TRACTS 37305 LOTS 54 TO 59 Engne frog,Inc. OF 7 SHIS 1 6/15/2022 /�^/ *sr c vlI Vie* SCALE.,AS SHOWN BENCH MARK.' FILE NO. R OV HABIB,RCE No. 6JI56 DATE I Y I p OF cA kk SEE GENERAL NOTES SHEET 1. TRACT 37305 CITY ENGINEER tVV E moo.J6996 05-23TE DATE: MARCH 2022 PRECISE GRADING PLAN 7 K&A REVISE SECTION"A' A"ON SHEETS 4, 5&6 YT 07/06/2022 CITY OF LAKE ELSINORE KE/IH G.OSBORN R.C.E. No.36996 DATE 22-141 Oraxsg:R JBZfi63�m OWn9 PreYss�Yadsl 9Ya PfP 643-P!N-I6)L_HY-J]30.5-L6.Rq LapuL 9lF£I6-P4c'b L Saret 5 I6/L�22 8'S2 AV Pbfte?5/16/M22 8 SS AAI HY��Y Yainas BEDROCK ROAD -- -- -- --- ----------- ----------- ------- --------- - -- 01 ( ------ ---------- o) -----------I LOT 57 LOT 56 ----i 51 --- ED 51 TM ID :E= 0 SALES TRAILER 51 TW -- 0 W ito ------- OFFICE 11 51 TYP 4 - 1--- HOMES PER LOT59 51OT58 L Ji LOT 55 LO 54 SEPA RA TE PLAN :z TYP 51 TIP D Cl D 0 Ej '10 51 z 51 TYP I 52 HANGING ROCK ROAD 101— SCALE.- 1"--20' 0 20 40 60 80 ADDITIONAL BAYS A. SCHEDULING PER CASOA EC-1 STAGGER BAG PLACEMENT ON B. WATER CON,1TRVA770N PRACTICES PER CASOA NS-1 7'�6��0�4�ko�p&BOTTOM ROWS —12" C. CONCRETE CURING PER CASOA NS-12 EROSION CONTROL CONSTRUCTION NOTES D. MAID EROSION CONTROL PER CASOA KE-1 50 CONSTRUCT GRAlR BAG BERM(2 BAGS HIGH)PER CASOA BMP SE-6 AND DETAIL HEREON E. STOCKPILE MANAGEMENT PER CASOA W-3 0— CONSTRUCT STORM DRAIN INLET PER CASOA BMP SE-10 F. SOLID WASTE MANAGEMENT PER CASOA WY-5 52 IMPLEMENT STREET SWEEPING PER CASOA BMP SE-7 GRAVEL BAG DETAIL INSTALL STABILIZED CONS7RUC77ON EN7RANCEAXIT PER CASOA BMP FC—1 U0,�'—lkTG71mo&T' G. SANITARY/SEPTIC WASTE MANAGEMENT PER CASOA WM-9 014 DAYS BEFORE YOU DIG YOU DIG 'wo"0"", BEFORE - TOLL FREE I—800-422-4133 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ERSC 06/02/2022 MB EGP -2022-0014 MARK REVISIONS APPR DA IF THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY SEAL SHEET NO. COND177ONS OF DEVELOPMENT AND/OR CITY AND ST47E LAWS AND HAVE BEEN ENGINEERING 357 N. SHERIDAN STREET CITY OF LAKE ELSINORE FOUND ACCEPTABLE SUITE 117 OF S in LAND PLANNING CORONA, CALIFORNIA 92880 G os' MODEL PRECISE GRADING PLAN 7 TEL. (951)279-1800 SURVEYING FAX(951)279-4380 N..36996 A FOR TRACTS 37305 LOTS 54 TO 59 Engine ing,Inc, OF 7 stirs 17 A70 i 6/15/2022 SCALE. AS SHOWN BENCH MARK. FILE NO. R2YON HABIB,RCE No 83156 DATE 05-23-2022 SEE GENERAL N07ES SHEET 1. CITY ENGINEER DATE. MARCH 2022 EROSION CONTROL PUN 22-142 CITY OF LAKE ELSINORE G. C.E.TH OSBORN R. No.36996 DATE Saw.1111=21— .11.111QI2022656 AM