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HomeMy WebLinkAbout801 W. Graham Ave. PGP-Delta 1 Signed ,. • GENERAL GRADING NOTES PRECISEGRADING PLAN FOR EROSION CONTROL NOTES CONT. 1. ALL WORK SHALL BE DONE IN ACCORDANCE NTH THE CITY OF LAKE ELSINORE ORDINANCES NO.801 AND 82 GRAHAM AVENUE 5 UNIT TOWNHOUSE - APN: 374-183-018 6. ONCE DISTURBED,GRADED SLOPES EXCEEDING A 3:1 RATIO AND/OR TEN(10)FEET IN HEIGHT(TEMPORARY OR CHAPTER 33�APPLICABLE STANDARDS AND SPECIFICATIONS AND THE LATEST EDITION OF THE U.B.C., • / PERMANENT)SHALL BE STABILIZED IF THEY WILL NOT BE WORKED WITHIN 7 DAYS.DURING THE STORM SEASON, 2. A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT, CITY OF LAKE ELSINORE,PRIOR CITY OF LAKE ELSINORE, COUNTY OF RIVERSIDE,CA. ALL SLOPES SHALL BE STABILIZED 24 HOURS PRIOR TO A PREDICTED STORM EVENT.CONSTRUCTION SITES SHALL TO ANY OPERATION. BE REVEGETATED AS EARLY AS FEASIBLE AFTER SOIL DISTURBANCE AND WITHIN 7-DAYS OF COMPLETION. 3. THE DEVELOPER ANC/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND U.S.A. ALERT 7. FILL SLOPES AT THE TRACT PERIMETER MUST DRAIN AWAY FROM THE TOP OF THE SLOPE AT THE CONCLUSION OF (1-800-422-4133)FORTY-EIGHT(48)HOURS PRIOR TO GRADING. EACH WORKING DAY. 4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST TWENTY FOUR(24) `\ 8 THESPASSACTOR NTO A SAS WHEREREWATERIBSIMPOUNDED. ANDHE SIGNS POSTED ON THE SITE TO WARN AGAINST PUBLIC HOURS IN ADVANCE OF BEGINNING GRADING OPERATIONS. / - 9. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER. 5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER, 10. PLACEMENT OF DEVICES TO REDUCE EROSION DAMAGE WITHIN THE DEVELOPMENT SHALL BE SHOWN ON THE 6. CUT SLOPES SHALL SHALL NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE f, APPROVED PLAN. APPROVED,AND SHALL BE SHOWN ON THE PLAN. T 7. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE 11. DESILTING FACILITIES AT ALL DRAINAGE INLETS FOR THE GRADED SITE SHALL BE DESIGNED FOR A TWENTY-FIVE APPROVED,SHALL BE SHOWN ON PLAN, AND SHALL NOT HAVE LESS THAN 90%RELATIVE COMPACTION . (25)YEAR,SIX(6)HOUR STORM INTENSITY. THEY MUST BE DETAILED ON THE PLANS.DESIGN AND SPECIFIC OUT TO THE FINISHED SURFACE. RECOMMENDATIONS SHALL BE SUBMITTED FOR THE FOLLOWING: 8. FILLS SHALL BE COMPACTED THROUGHOUT TO 90%DENSITY AS DETERMINED BY THE MODIFIED THREE LLJ (3)LAYER A.S.T.M.D-1557-91 TEST METHOD. A) DESILTING BASIN VOLUME BASED ON GRADIENT AND NATURE OF SOILS. 9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS,SCARIFIED,AND INSPECTED BY THE W 8) THE EXTENT OF ALL GRADED AREAS AND IDENTIFICATION OF ANY TEMPORARY SOIL STABILIZATION MEASURES. GRADING INSPECTOR AND APPROVED SOILS TESTING AGENCY PRIOR TO THE PLACING OF FILL. C) SIZE OF DESILTING BASIN OUTLET PIPE AND OVERFLOW. 10. ALL FILL MATERIAL SHALL BE CLEAN EARTH.NO FILL SHALL BE PLACED UNTIL PREPARATION OF Q D) DIKE REQUIREMENTS.SHOW MINIMUM WALL WIDTH,SLOPE OF WALLS,PERCENT COMPACTION,ETC. GROUND IS APPROVED BY THE SOILS ENGINEER. VICINITY MAP E) OUTLET CONDITIONS FROM THE DESILTING BASIN SHALL NOT EXCEED DOWNSTREAM LIMITATIONS,WITH THE 11. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/2"PER SHEET 2 EXCEPTION OF OVERFLOW,WHICH IS TO BE DESIGNED TO PROVIDE CAPACITY OF 1.5 TIMES THE MAXIMUM FOOT FOR A MINIMUM OF THREE(3)FEET, THEN 1%(MINIMUM)TO FLOWLINE OF EARTH SWALE. N.T.S. _ �- DESIGN FLOW. 12. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%IF CUT OR FILL SLOPE IS LESS �- Wq. .,.,. w..., �•, Lu 12. NECESSARY MATERIALS SHALL BE AVAILABLE ON-SITE AND AT CONVENIENT LOCATIONS TO FACILITATE RAPID THAN 10'.AND 2%IF CUT OR FILL IS GREATER THAN 10'.DRAINAGE SWALES SHALL BE A MINIMUM OF J CONSTRUCTION OF TEMPORARY DEVICES OR TO REPAIR ANY DAMAGED EROSION CONTROL MEASURES WHEN A 50% 0.5'DEEP AND CONSTRUCTED A MINIMUM OF TWO(2)FEET FROM THE TOP OF CUT OR FILL SLOPES. Q CHANCE OR GREATER OF RAIN WITHIN A 48 HOUR PERIOD IS FORECAST FOR LAKE ELSINORE BY THE NATIONAL 13. PROVIDE 5'WIDE BY 1'HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' LEGEND OCEANIC AND ATMOSPHERIC AGENCY(NOAA). HIGH. APPLICANT/OWNER DEVELOPER 13. BMP'S SHALL BE MAINTAINED AND INSPECTED DAILY. ALL REMOVABLE PROTECTIVE EROSION CONTROL DEVICES 14. PROVIDE A BROW DITCH,DESIGNED TO HANDLE 100 YEAR STORM FLOWS ALONG THE TOP OF CUT C/O LOGAN CONSTRUCTION TIC TOP OF CURB - _ _ _ SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE(5)DAY RAIN PROBABILITY SLOPES. HP HIGH POINT FORECAST EXCEEDS FIFTY PERCENT(50%). 393 W.LA CADENA DR.UNIT 15 15. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. RIVERSIDE,CA.92501 FG FINISHED GRADE 14. AFTER A RAINSTORM, ALL PROJECT GENERATED SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS,ONSIIE 16. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER, TO SUPERVISE GRADING AND PROVIDE A (805)835-1238 FL FLOW LINE PUBLIC DRAINS AND PIPES,DRAINS AND PIPES OF ADJACENT PROPERTIES AND DESILTING BASINS AND THE BASINS FINAL SOILS REPORT WHICH INCLUDES FOUNDATION REQUIREMENTS(SUBDIVISIONS)AND EXPANSIVE FS FINISHED SURFACE LOWELL ST. PUMPED DRY. ANY GRADED SLOPE BMP'S DAMAGED DURING A RAINSTORM SHALL ALSO BE IMMEDIATELY REPAIRED. CHARACTERISTICS OF THE SOIL. FAILURE TO PROVIDE EFFECTIVE MAINTENANCE MAY RESULT IN PENALTIES. 17. GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL COMPACTION REPORT BY A LEGAL DESCRIPTION OF DEEPENED FOOTING - - 16. CONSTRUCTION ACCESS POINTS SHALL E15. DISCHARGING OF CONTAMINATED SOILS A SURFACE STABI IZEDEWITHON IS A COMBINATIONDOF ROCK AND SHAKER PLATES ISSUANCE CELS gOFER SHALL BE BUILDNG PERMITS. TO THE BUILDING AND ENGINEERING DEPARTMENTS PRIOR TO FF FINISHED FLOOR YEAR-ROUND TO PREVENT TRACK-OUT.ROUTINE STREET SWEEPING SHALL BE PERFORMED ON ALL PAVED STREETS 18. THE PRELIMINARY GEOTECHNICAL INVESTIGATION TITLED"PRELIMINARY GEOTECHNICAL INTERPRETIVE LOT 1 AND THE EASTERLY RECTANGULAR 40 PAD PAD ELEVATION WHERE TRACKING IS OBSERVED.VACUUM SWEEPERS SHALL BE USED MEN STREET SWEEPING BECOMES REPORT,PROPOSED RESIDENTIAL DEVELOPMENT,8SESSOR'S PARCEL NUMBER 374-183-018,LOCATED FEET OF LOT 2, BLK 28,MAP BOOK 6,PAGE GF GARAGE FLOOR ELEVATION INEFFECTIVE. AT 801 WEST GRAHAM STREET,CITY OF LAKE ELSINORE,RIVERSIDE COUNTY,CALIFORNIA-PREPARED 302, IN THE OFFICE OF THE COUNTY GRAPHIC SCALE RECORDER, COUNTY OF RIVERSIDE, STATE OF R/W RIGHT OF WAY BY EARTH STRATA GEOTECHNICAL SERVICES,INC.(PROJECT NO. 192707-10A)DATED 7/2/19 SHALL CALIFORNIA. BSL BUILDING SETBACK LINE 30 0 15 30 60 90 NPDES STORM WATER POLLUTION NOTES BE CONSIDERED A PART OF THIS GRADING PLAN AND SHALL BE IN COMPLIANCE. P.L. PROPERTY LINE INDEX MAP L THE DEVELOPER AND HIS CONTRACTOR ARE RESPONSIBLE FOR IMPLEMENTATION AND MAINTENANCE OF THE 19, A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF ENGINEER TW TOP OF WALL 1 Inch = 30 it. SWPPP-APPROVED,PRE-QUALIFIED BMP'S FROM THE CALIFORNIA STORM WATER QUALITY ASSOCIATION(CASQA) BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED,THE ELEVATION(WITH RESPECT VENTURA ENGINEERING,LLC TF TOP OF FOOTING HANDBOOK/WEBSITE FOR CONSTRUCTION TO RETAIN SEDIMENTS FROM AREAS DISTURBED ONSITE TO THE MAXIMUM TO MEAN SEA LEVEL)SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND TEMEC YNES RD. k 11 N.A.P. NOT A PART EXTENT PRACTICABLE. THE EROSION CONTROL MEASURES INCLUDE THOSE SHOWN ON THIS PLAN AND APPLICABLE SURFACE IS REQUIRED,THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. TELEPHONE CA. 9(951 PRECISE GRADING CONST. NOTES: SWPPP AS WELL AS ANY ADDITIONAL EROSION CONTROL MEASURES(E.G.,HYDROSEEDING,MULCHING OF STRAW, 20, ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF TELEPHONE NO.: EDO S.D. VENTURA25 EXIST. EXISTING CONTACT: WILFREDO .D. VEN UNIT QUANTITY GRAVEL-BAGGING,DIVERSION DITCHES,RETENTION BASINS,ETC.)DICTATED BY FIELD CONDITIONS TO PREVENT ANY CONSTRUCTION/GRADING. EROSION AND/OR THE INTRODUCTION OF DIRT,MUD OR DEBRIS INTO EXISTING PUBLIC STREETS AND/OR ONTO 21. STABILITY CALCULATIONS WITH A SAFETY FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED BY A SOILS a-- STREET LIGHT Q CONSTRUCT 3.5"AC W/SEAL COAT OVER 11"AB(CLASS 2)PER SOILS REPORT SF 1798 ADJACENT PROPERTIES DURING ANY PHASE OF CONSTRUCTION OPERATIONS. ENGINEER TO THE BUILDING AND ENGINEERING DEPARTMENTS FOR CUT AND FILL SLOPES OVER THIRTY EARTHWORK QUANTITIES T: STEPS 2. STORM WATER POLLUTION PREVENTION PLAN(SWPPP)SHALL BE KEPT ON-SITE AND MADE AVAILABLE UPON (30)FEET IN VERTICAL HEIGHT. Q2 CONSTRUCT CONCRETE RIBBON GUTTER(3'WIDE)PER DETAIL ON SHEET 2 LF 155 REQUEST OF A REPRESENTATIVE OF THE REGIONAL WATER QUALITY CONTROL BOARD(RWQCB)-SANTA ANA 22. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE(1)FOOT. CUT=000 CY. _..�...�_ GRADED SWALE CONSTRUCT ORCO PAVING STONES WALKWAY PER DETAIL ON SHEET 2 OR APPROVED REGION AND/OR THE CITY OF LAKE ELSINORE. 23. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED,IT MUST BE CLEARED,KEYED FILL=000 CY. 0 EQUAL SF 1005 3. CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT AN ANTICIPATED STORM DES NOT CARRY AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT.PREPARATION SHALL BE APPROVED BY A WASTES OR POLLUTANTS OFF THE SITE. DISCHARGES OF MATERIAL OTHER THAN STORM WATER(NON-STORM REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT E FILL MATERIAL SLOPES GREATER THAN 5:1 ARE IF CONTRACTOR ENCOUNTERS SOIL WITH THE PROPERTY LINE © CONSTRUCT ORCO PAVING STONES DRIVEWAY AND PARKING PER DETAIL ON SHEET 2 OR SF 1755 WATER ARE PROHIBITED EXCEPT AS AUTHORIZED BY AN INDIVIDUAL NPDES PERMIT UNDER THE STATEWIDE REQUIRED TO BE KEYED AND BENCHED. POTENTIAL FOR HYDRO-CONSOLIDATION, APPROVED EQUAL ) 24. THE SOILS ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES: REMEDIAL GRADING SHOULD EXTEND BEYOND --- -- CENTER LINE GENERAL PERMIT-CONSTRUCTION ACTIVITY. A. UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BACKALL OF ALLUVIAL, THE PERIMETER OF THE PROPOSED QS INSTALL 3"WEEP HOLES ON BLOCK WALL EA 12 4. POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO: SOLID OR LIQUID CHEMICAL SPILLS; WASTES FROM COLLUVIAL AND TERRACED AREAS AND ANY SUBSTRUCTURES. STRUCTURES TO A HORIZONTAL DISTANCE g PAINTS,STAINS,SEALANTS,SOLVENTS,DETERGENTS,GLUES,LIME,PESTICIDES.HERBICIDES,FERTILIZERS,WOOD B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION,BENCHING AND EXIST. GAS LINE Q BLOCK WALL OR FENCE PER LANDSCAPE ARCHITECTS PLAN LF 85 PRESERVATIVES,AND ASBESTOS FIBERS,PAINT FLAKES OR STUCCO FRAGMENTS; FUELS,OILS LUBRICANTS, AND EQUAL TO THE DEPTH OF THE EXCAVATION FILLING OPERATIONS. OR A MINIMUM E 5 FEET,WHICHEVER IS EXIST. WATER LINE � PROVIDE WALL AND GATE OPENING TO ALLOW DRAINAGE TO PASS THROUGH BLOCK WALL HYDRAULIC,RADIATOR OR BATTERY FLUIDS; CONCRETE AND RELATED CUTTING OR CURING RESIDUES; FLOATABLE C. DURING INSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER MATERIAL. GREATER.THE ANTICIPATED REMOVAL DEPTHS PER DETAIL SHEET 2 WASTES; WASTES FROM ENGINE/EQUIPMENT STEAM CLEANING OR CHEMICAL DEGREASING; WASTES FROM STREET D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION. ARE SHOWN THE GEOTECHNICAL MAP(1 OF EXIST. SEWER LINE WITH MANHOLE 08 CONSTRUCT RETAINING WALL PER SPPWC STD.618-3 TYPE-B LF 465 CLEANING; AND SUPER-CHLORINATED POTABLE WATER FROM LINE FLUSHING AND TESTING.DURING CONSTRUCTION, 25. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT OR ANOTHER 1). THE REMOVAL DEPTH SHALL VARY FROM 4 DISPOSAL OF SUCH MATERIALS SHOULD OCCUR IN A SPECIFIED AND CONTROLLED TEMPORARY AREA ON-SITE APPROVED GROUND COVER,AT TWELVE(12)INCHES ON ENTER.SLOPES OVER FIFTEEN(15)FEET IN TO 6 FEET BELOW EXISTING GRADE. ® PROPOSED RETAINING WALL Q CONSTRUCT 0"CURB FACE PER CITY LAKE ELSINORE STD.NO.202 LF 165 PHYSICALLY SEPARATED FROM POTENTIAL STORM WATER RUNOFF,WITH ULTIMATE DISPOSAL IN ACCORDANCE WITH VERTICAL HEIGHT,IN ADDITION TO GROUND COVER,SHALL BE PLANTED NTH APPROVED TREES, LOCAL,STATE AND FEDERAL REQUIREMENTS. SHRUBS,OR COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT TEN(10)FEET ON CENTER; SOURCE OF TOPOGRAPHY LANDSCAPE AREA 10 CONSTRUCT 4"CONCRETE PAD AND STEP OVER 12"NATIVE COMPACTED SOIL AT 90% SF 689 5. RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED AT CONSTRUCTION SITE AND MUST NOT BE DISCHARGED TO RECEIVING WATERS OR THE LOCAL STORM DRAIN SYSTEM. TREES, AT TWENTY(20)FEET ON CENTER; COMBINATIONS,FIFTEEN(15)FEET ON CENTER.SLOPES FIELD SURVEY BY DAVID BIESER- 11 CONSTRUCT 6"AMENDED SOIL LANDSCAPE AREA PER LANDSCAPE PLAN. SF .11 6. APPROPRIATE BMPS FOR CONSTRUCTION-RELATED MATERIALS,WASTES,SPILLS OR RESIDUES SHALL BE OVER THREE(3)FEET IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH LICENSED SURVEYOR TOPOGRAPHY BY: CONC. AREA IMPLEMENTED TO ELIMINATE OR REDUCE TRANSPORT FROM THE SITE TO STREETS,DRAINAGE FACILITIES,OR BACKFLOW PREVENTION DEVICES PER UBC. INLAND VALLEY DEVELOPMENT ADJOINING PROPERTIES BY WIND OR RUNOFF. 26. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT CONSULTANTS,DATE; AUGUST 2017 ORCO PAVING STONES FOR WALKWAY 7. MATERIAL STORAGE AND STAGING AREAS SHALL BE ESTABLISHED.FUEL TANK,PORTABLE TOILETS,LIQUIDS,GELS ADJOINING PROPERTIES DURING THE GRADING PROJECT. AND POWDERS SHALL HAVE SECONDARY CONTAINMENT AND BE STORED AWAY FROM ALL PRIVATE/PUBLIC STORM 27. APPROVED EROSION PREVENTATIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY ORCO PAVING STONES FOR DRIVEWAY AND PARKING BENCH MARK WATER CONVEYANCE SYSTEMS,SIDEWALKS,RIGHTS-OF-WAYS AND FLOW-LINES. SEASON AND SHALL BE IN PLACE AT THE END OF EACH DAY'S WORK. B. ALL PORTABLE MIXERS SHALL HAVE PLASTIC LINERS UNDERNEATH WITH GRAVEL BAGS PLACES ON THE DOWN-HILL 28. ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS. BENCHMARK EL-38-80 SIDE OF THE LINERS TO CONTAIN DISCHARGES. 29. THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMITEE. FROM THE INTER. -GRAHAM AVE. AND LAKESHORE DR. SE 0.2 MI.ALONG LAKESHORE DR. 9. CONTROLLED STREET WASHING WALL ONLY BE ALLOWED PRIOR TO THE APPLICATION OF ASPHALT SEAL COATS AND 30. AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIMES. TO THE INTER.OF SCRIVENER AVE.& D LAKESHORE DR., . is . E ABOVE INTER; 1'f E OF ONLY WHEN ALL PERTINENT DRAINAGE INLETS ARE PROTECTED. 31. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION OF GRADING 70. ALL CONSTRUCTION CONTACTORS AND SUBCONTRACTOR PERSONNEL ARE TO BE MADE AWARE OF THE REQUIRED OPERATION. 4"DIA.FENCE POLE; 93 3 S OF PP#12231; 1't SURVEY MARKER POST. BMPS AND GOOD HOUSEKEEPING MEASURES FOR THE PROJECT SITE AND ANY ASSOCIATED CONSTRUCTION STAGING 32. ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR ALL SLOPES IN AREAS. EXCESS OF THREE(3)FEET VERTICAL HEIGHT WITHIN NINETY(90)DAYS AFTER COMPLETION OF ROUGH ELEV. = 1264.84 11. DISCHARGING CONTAMINATED GROUNDWATER PRODUCED BY DEWATERING GROUNDWATER THAT HAS INFILTRATED INTO GRADING AND SHALL BE IN ACCORDANCE WITH ORDINANCE NO.882 PRIOR TO THE APPROVAL OF EROSION CONTROL NOTES THE CONSTRUCTION SITE IS PROHIBITED. DISCHARGING NON-CONTAMINATED GROUNDWATER PRODUCED BY FINAL INSPECTION. ENGINEER'S NOTE DEWATERING ACTIVITIES MAY REQUIRE A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM(NPDES)PERMIT 33. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE 1. ALL EROSION CONTROL PLANS SHALL BE IN ACCORDANCE KITH CITY OF LAKE ELSINORE ORDINANCE NOS. 529E FROM THE REGIONAL WATER QUALITY CONTROL BOARD. AND BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE 772E 802E 1237E 1004E CONSTRUCTION SITE BEST MANAGEMENT PRACTICES KELP'SI AND STANDARDS 12. STORM WATER RUNOFF SHALL NOT BE DIRECTED OVER ANY SLOPES WITHOUT PERMANENT DOWN DRAINS INSTALLED. INDIRECTLY FROM HIS OPERATIONS,WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. SHEET INDEX RESPONSIBILITY FOR THE JOB SITE CONDIT ONS DURING THE COURSE OF 7HE EROSION AND SEDIMENT CONTROLS INCLUDING MAINTENANCE ARE REQUIRED ON ALL EXPOSED SLOPES UNTIL 34. THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM E ONE(1)BLUE TOP PER FINISHED PAD,PRIOR TO CONSTRUCTION,INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. F T OUTLINED WITHIN THE LAKE ELSINORE DESIGN MANUAL. SUFFICIENT PERMANENT LANDSCAPING HAS BEEN ESTABLISHED. 100%SLOPE PROTECTION MUST BE IN PLACE PRIOR ROUGH GRADE APPROVAL. DESCRIPTION SHEET NO. REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO 2. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE FOR ANY DISCHARGES BY SUBCONTRACTORS. TO THE ISSUANCE OF THE FINAL CERTIFICATE OF OCCUPANCY. 35. APPROXIMATE DATE OF: TITLE SHEET NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND,INDEMNIFY AND 3. IN CASE OF EMERGENCY,CALL CHAD LOGAN AT 805-835-1238(24-HOUR PHONE NUMBER). 13. VEGETATION CLEARING AND BRUSHING ACTIVITIES SHALL NOT BE INITIATED DURING THE WET SEASON ON ANY SITES CONSTRUCTION NOTES, SHEET 1 OF 3 HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, 4. DEVICES TO REDUCE EROSION DAMAGE SHALL NOT BE PLACED MOVED OR MODIFIED WITHOUT THE APPROVAL WHICH ARE NOT ADEQUATELY PROTECTED WITH DESILTING BASINS OR OTHER TEMPORARY DRAINAGE OR CONTROL BEGINNING OPERATION: 10-02-19 AND QUANTITIES REAL OR ALLEGED,IN CONNECTION WITH THE PERFORMANCE OF WORK ON OF THE DIRECTOR OF PUBLIC WORKS OR,IN AN EMERGENCY,BY THE PERSON RESPONSIBLE FOR GRADING MEASURES. COMPLETION: 11_-_011--20 THIS PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE SOLE OPERATIONS. 14, STOCKPILES OF SOIL SHALL BE PROPERLY SECURED WITH BMP'S TO ELIMINATE OR REDUCE SEDIMENT TRANSPORT 36. NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER THAN THREE(3) NEGLIGENCE OF THE OWNER OR ENGINEER. 5. AREAS THAT ARE CLEARED AND GRADED SHALL BE LIMITED TO ONLY THE PORTION OF THE SITE THAT IS FROM THE SITE TO STREETS,DRAINAGE FACILITIES OR ADJACENT PROPERTIES VIA RUNOFF,VEHICLE TRACKING,OR FEET WILL BE PLACED IN FILLS WITHIN ROADBED AREAS OR THREE(3)FEET OF FINISH GRADES, PRECISE GRADING FOR 2. ALL UNDERGROUND UTILITIES OR STRUCTURES,REPORTED OR FOUND ON NECESSARY FOR CONSTRUCTION. THE CONSTRUCTION SITE SHALL BE MANAGED TO MINIMIZE THE EXPOSURE WIND.STOCKPILES INACTIVE FOR A PERIOD OF 14 DAYS OR MORE SHALL BE COVERED; ACTIVE STOCKPILES SHALL UNLESS THE LOCATION,MATERIAL,AND DISPOSAL METHODS ARE SPECIFICALLY APPROVED BY THE LOT 52 THRU 54 SHEET 2 OF 3 PUBLIC RECORDS,ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND TIME OF DISTURBED SOIL AREAS THROUGH PHASING AND SCHEDULING OF GRADING AND THE USE E BE COVERED PRIOR TO A FORECASTED RAIN. SOILS ENGINEER. EXTENT. THE OWNER,BY ACCEPTING THESE PLANS OR PROCEEDING WITH TEMPORARY AND PERMANENT SOIL STABILIZATION.) 15. SPECIAL ATTENTION SHALL BE GIVEN TO PREPARATION AND INSTALLATION OF THE RAIN EVENT ACTION PLAN 37. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION BEFORE EROSION CONTROL SHEET 3 OF 3 THE IMPROVEMENTS HEREON,AGREES TO ASSUME LIABILITY AND HOLD THE (REAP)AS REQUIRED BASED ON SITE RISK LEVEL OR AS MANDATED BY THE SANTA ANA REGIONAL BOARD NPDES APPROVAL. ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE PERMIT,GENERAL PERMIT-CONSTRUCTION ACTIVITIES. 38. GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE APPROVED BY THE BUILDING OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED OR INDICATED SOILS ENGINEER'S CERTIFICATE: 16. AT THE END OF EACH DAY OF CONSTRUCTION ACTIVITY,ALL CONSTRUCTION DEBRIS AND WASTE MATERIALS SHALL DEPARTMENT. ON PUBLIC RECORDS,OR THOSE CONSTRUCTED AT VARIANCE WITH BE COLLECTED AND PROPERLY DISPOSED OF IN TRASH OR RECYCLE BINS. 39. THIS SITE HAS OBTAINED A NATIONAL POLLUTION PREVENTION ELIMINATION SYSTEM(NPDES)PERMIT TO c.M b.for.you o;y REPORTED OR RECORD LOCATIONS. THE CONTRACTOR IS REQUIRED TO TAKE THESE GRADING PLANS HAVE BEEN REVIEWED BY THE UNDERSIGNED AND FOUND TO BE IN CONFORMANCE 17. THIS SITE HAS OBTAINED A NATIONAL POLLUTION PREVENTION ELIMINATION SYSTEM(NPDES)PERMIT TO REGULATE REGULATE MUNICIPAL AND INDUSTRIAL STORM WATER DISCHARGES. DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES NTH THE RECOMMENDATIONS AND SPECIFICATIONS OUTLINED IN THE SOILS AND GEOLOGICAL RECONNAISSANCE MUNICIPAL AND INDUSTRIAL STORM WATER DISCHARGES. Call SHOWN AND ANY OTHER FOUND AT THE SITE.IT SHALL BE THE REPORT PREPARED FOR THIS DEVELOPMENT. NPDES WDID III L DATE PERMIT ISSUED: VA CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL UTILITIES OR A'0111s" 18. NPDES WDID# L DATE WDID ISSUED: L STRUCTURES CONCERNED BEFORE STARTING WORK. /` �° •LC NNE,r 19. THE UNDERSIGNED CIVIL ENGINEER,A QUALIFIED OSP AND/OR OSD WILL REVIEW PLACEMENT OF EROSION CONTROL 40. DRAINAGE EASEMENTS WILL BE KEPT CLEAR E ALL OBSTRUCTIONS.NO BUILDING OR WALL SHALL BE 0 3. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR,OR C7"�69Z >+ AND INSURE THAT WORK IS IN ACCORDANCE NTH THE APPROVED PLANS. PLACED WITHIN EASEMENT LIMITS. TEMPORARY IMPROVEMENTS ARE SUBJECT TO REMOVAL AT OWNER'S O LIABLE FOR UNAUTHORIZED CHANGES TO OR USES FOR THESE PLANS.ALL N 92 (SIGNATURE) (RCE NO.) (EXP.) (DATE) _ 6P a EXPENSE. Q CHANGES TO THESE PLANS MUST BE IN WRITING AND MUST BE APPROVED . a BY THE PREPARER OF THESE PLANS. "S 31. to-310-Z0 0TEC IL'1�`It NW�� O• 4. QUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY. �rFOACA� (SIGNATURE) (RCE NO.) (EXP.) (DATE) T I-B00-422-4133 CONTRACTORS SHALL BE RESPON518LE FOR VERIFYING ALL QUANTITIES ( TWO WORKING DAYS BEFORE YOU DIG PRIOR TO BIDDING FOR CONSTRUCTION. tAN Svc t11•u0i GRADING PERMIT NO. ENG-2019-00182 NOTE: WORK CONTAINED WITHIN TNESE PLANS SHALL NOT SEAL: BENCHMARK: CITY OF LAKE ELSINORE SHEET NO. COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH pµr�ESL BENCHMARK EL-38-80 AGM PERMIT HAS BEEN ISSUED. THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR VENNRA ENC�NEERING INLAND, INC FROM THE INTER.OF GRAHAM AVE.AND LAKESHORE DR.SE 0.2 MI. PRECISE GRADING PLAN CITY AND STATE LAWS, AND A PERMIT CAN BE ISSUED y 27390YPFZRDFW PHOAE(951)252-7832 ALONG LAKESHORE DR. TO THE INTER.OF SCRIVENER AVE.k 5 UNIT TOWNHOUSE THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE uRmo s.o.M71TLN2 'IEMCULACA92XI LAKESHORE DR.,51't S OF ABOVE INTER; V t E OF 4"DIA. 801 GRAHAM AVENUE FOR ASSURING THE ACCURACY OF DESIGN&ACCEPTABILITY OF ME WORK HEREON �IN THE EVENT OF DISCREPANCIES c u-26-Iq NO. 66632 - FENCE POLE; 93 t S OF PP#12231; 1't SURVEY MARKER POST. TITLE SHEET ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, • E.P. 6-30-20 • PREPARED BY: ELEV.=1264.84 OF SHEETS THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING REMON HABIB RCE 83756 DATE CIVIL R.C.E.No. 66532 AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR DATE BY MARK APPR DATE CITY ENGINEER si4 p((y(�q scue t" = 10' FOR.xxxxxxxxxxx wo aTv y► APPROVAL BY THE CITY. REVISIONS: T(yU DATE: '� t1 ENGINEER CITY WILFREDO S.D. VENTURA FILE No i • CRCC AQUA-BRIIC PERMEABLE INTERLOCKING PAVERS PRECIS9 GRADING CONST.NOTES: STANDARD COMMERCIAL PARKING LO UDRIVEWAY LOADINGS EAS T N1 OUILLINC I - AQUA-BRIC INSTALLATION FOR REQUIRED WATER DETENTION FF 1� 5 ! CONSTRUCT 3.5-AC W/SEAL COAT OVER I I AB O w-I AND VOID FRN!R .._-� (CLASS )I PER SOILS REPORT WWASH a0ACIWE0Ee Vr•1�e•vraIHED 9N"WAEHm PnApIM® FRACTL�BD OKOEH31E I9H6I j ACUA$AICFfWBI W/TIP NM] " I O CONSTRUCT CONCRETE RIBBON GUTTER(3°WIDE) PER cFENaaRADm9rDN&Fsy D�a=acw6TDNE F6. nDNTID'nn Fm7DucTANO DETAIL HEREON c 7n 1490LIM,-urn. �:�=v�Ta wYDUTAEWFECam F9awDE D,IAED CONCRETE cuRs 14 MN-'IDe%1.4c1L ELOPE EEE { 3 CONSTRUCT ORCO PAVING STONES WALKWAY PER ree�A'emL'n1e ee uDAIWa I I,. DETAIL HEREON OR APPROVED EQUAL °R6"'!j4",y=6 ED 6 A`O CONSTRUCT ORCO PAVING STONES DRIVEWAY AND s m NDERm 101cli a u9r PARKING PER 7ETAIL HEREON OR APPROVED EQUAL I I I �- S LNsrAL :s^`KEEP HOLES ON BLOCK WALL,SPACED ( i f,2n7.�1) ___ _ _-ADJACENT RESIDENCE GARAGE AS PER PAN z97.90) A GE I BLACK WALL OR FENCE PER LANDSCAPE ARCHITECYS p Fs ('rzs9.as, i:zsa&G)' GFF 1306.0 : II © PLAN '13 I I Fs a (:a , •' _(13os.60) (1M1711 PROYIDE;WALL AND GATE OPENING TO ALLOW I A ('301.60) ;304�) Fc S AC � Q DRAINAGE TO PASS THROUGH BLOCK WALL PER ?. DECAL HEREON I ( r _ N89'4988"E 104.BT O CONSTRUCT RETAINING WALL PER SPPWC MD. 818-3 I TYPE-B PER ScPARATE PERMIT �• 1 y 1u- -ram O CONSTRUCT0'CURB FACE PER CITY LAKE ELSINORE L III ' 12 8.2 (,307.36) 1 9 STD. NO.'.202 PROPOSED FS _ CONSTRUCT 4-CCNCR.7E PAD AND STEP OVER 12° j} i T ,� ,7 I i ® au,OmemNeaalae•1.,Nae Rwe coMPArreO nL Dx ( !'SEWER MANHOLE 12:a7.17�„ I ,S,j 2 1 1 "Y L"� Z .i I. rM- ( NATIVE COMPACTED SOIL AT 9003 aua w8 NiFfna_ �rv�ro`aoc - L ,� 1,' 14� -_ I -}y-F t7� ys0t.sr I (ce96:o2/I �+�+ '° �-.. 5•4r-••4--d.. - -- - - - - - - - - - CONSTRUCT 8'AMENDED SOIL IANOSCAPE AREA PER `` :_' _ '�' Ar, INSTALLATION CONCRETE CURB EDGE RESTRAINT =412) 1... -I _,._ :�_,. 1 .-..._._,_._ _....:.........._.._..�...-. .- 9 _...., TF ) ND 10N WITH NCNaLDFAvsysnarroarcAFovE ® LANDSCAF�E PLAN, STANDARD CO .--^---" ,• 11uu POURm[G'CA-TC B.LCi6G`.I W!+ICRET:CA4IN.IGF� 1 j , Wiuo aetuTOF:ND sortD+, FDumwm RertmAEaA� tuna PAV LT TO Ire•A3-1 s - NORM DRAnaca MALE 5 ` uAFD, 27,24) r ra m s... _. I I (129 82) .=g .. L`H ..,I.., ,�6 I P .1... •\, ,� �' PUN DRIVEWAY S .-__ : I - % ._I f �( CONCRETE(PAD, , , l �L. I rS. j a �' ' II 6 AMENDED I, 129 33 q I ,-_- (307.7) WALKWAY, TYPICAL EIdTALIATKkIVNTNI ( ) 1 AC SOIL OONOR�GRADE eew ( I OLSCONN D TO CONCRENDRAINAGEtAe9KLEFCU;Ra V - I _ 2!5' ALLEY :D•emaccND�TaruvARr,rwn+FEwelnu,eFavaE,uT Dta,DN nno mfruuroxwRWEaFRDv®evneREWFDxnm�E CEc s^a N4 :, - AMENDED ILS ! - `" � - _ FRcreEEcru�-wEeaxulWDuuAlxwaaacK Dr.RaarcOveR ' I ,i DEDICATION 'Ly r - Tj 31 a (1299.G51 5¢:. ___. • t ! - �R 1.92 :: � 1� a I, I GFF 1304.82 l307.32 2rL41 2a1L -7 _12AyEMEN'LAYER urnrtN R 1 (AlW B BANDLAYES- ( �I f8 fyp rt• Ica - N 1 Q M1r .: r� 3 EDDIND w4'A._:,: RKOM ENO G� C D_ ��(}i.�',y 1i(M II"I 'iOILB 4ND;NFERT006�AVEDID&FICATION OF .aC•1Eewdrc^nCE19+,5ER mUaxCfcCNA9 I WI •' I ` a+A-�EALAL AFTER PIAC ENT A_4„ J. I �I I� j ' K 1 ku AMENDED SOIL DETAIL EI �..1 I - `OT TO SC;3LE Dw12N a GFF 304.79 T G A 1 GF 1307.48 ►- B 3'' a I B a 1, GFF=1302. S 307.18) is' L 7.5 ORCOPAVINGSTONES ( ' f, 20 pL 8 �$ G 8 r 4545 RUTIIE ST.RIVERSIDE,CA.92509 +^' / { PH,NO.(951)S86-8498(951)685-5974 FAX EF V ) `{•{','.' 0 "9': ' `+ .`. « ? tEMI!. L I aria c n¢:�x/ RESIDENCE6`,, RESIDENCE4 RESIDENCE Y RESIDENCE I2 RESIDENCE'I I pLl Uj I j R/W : 10 FF=1302.67 FF=1 05.37 FF=1 $.07 �' • 6. S� A 1 I n2sg 6) PAD 304.7 PAD- 307.4 T c PAD=1302.0 1(729776) (1298.52) d ••�a .r•� '^ PLC f5 ', B t z 5 A�ev ( 4*CLASS AGGREGATE PROPOSED TLBIIIAR SIEFl GTE 71 tg' I I REVISION Q SHOW ON (13o0 a-1-;, yr' 1 \ (� y`7 THIS PLAN WAS P PARED I i �° - I ; �•." \1 �gI ', DEDICATION � 2 RI680N GUTTER PER APE Aaa+DE01uRAl. I 111 "Y } .r� ,�(�j ��fy� �,-, PLANS 81 P (UNDER MY SUPER ISION OVE•EX. \ 1-" VTR ARCH7ECTURLPLANS L CON WALL° 1 "v .� -"' T I p0.0FES5/p 'PER: T NAP.d a :A t SX L07D f y • '�SEE��FFt.�� 3 1 I eP° y o� s Fy n 96.s . • 89°43'58"E 184. _ q, /;-!" I 'P c " ,',-,r 1 .e y 40B70 I o I r I _ I \ A a ' II' E 3-37.23 f/aH _-- (1302.6FSf \,F 302. ) l (1304.43) '`. \F505.T2) �EMSTi.SIDEWIV,Ec.306.7C Slq CIVIL���\P .""a...� (I:+-' �(13D4'9B) r f5 WV. I Df�1 - ` 6'w 8'W --..__._�� e...4._L�.8•W i__...�.3,0 -8"W 6'w --__.. � _. __.....,.6•I �_ ..,. 6••W ....._,_...,.._ ' 6•µ __._ W 6W CLIMB &GUTTER L I t ► is N. LOWELL Ld ' OM7 HALF-BLACK AT FINISH � jr T v r WALL FDORNC GRAD.TO PROVIDE SECONDARY DRAINAGE OU11 ET. :. FLAN Z WALL OPENING DETAIL FENCE OPENING DETAIL . .:...BLOCK WALL PER .I -8'S5- _......... �3,"Sg_... --.-._...._-,._...g:sS--__. I ..-•+;'S3 Ss TO '7 d I " LANDSCAPE ARC WAIL PLAN NOT TO SCALE NOT TO SCALE p BLOCK WALL PER a 1 t I GRAPHIC SCALE �I LANDSCAPE ARCHITECT PLAN a L ( I 10 Q 5 10 20 30 SLOCk WALL PER w ------'..•xj r!•, wLAIOSC(�E 5 .0 FENCE PERI r�-E�-'-1� I 10 E ARC4I7ECT PLAN 9 E$ ARC9� I 3'MIN BJLD)N E 2' 1 Inch = 10 ft. I 7.5� 9 MI yy�� ff PAD EL Y. BLOCK WALL PER PER $ LANDSCAPE ARCI;IMT PLAN ; PAD M. I I PROP, RET. WALL I s I r PER PLAN 3° WEEP HOLE PER SEPARAT= PERMIT X73gi I PAD BLEV ( --- K� "Hw ® ff 2�MAx P LANDSCAPE AREA NS T AJN EXIST. GROUND PINT "' C E EA LANDSCAPE AREA PAD ELAN y TN PER PLAN Dail .. LOWELL 5i GRAHAM afl �R PLAN _ALLEY EXIST:R-t -------- - ( -_- - -- 0 I paj' � z � PROP. RET: WALL - :.:. -------- ------- T'+- -z^�• •, �� __ _ +-F) PROP, RET. WALL T ------ 4 EXIST ACJ 11�18ST SIDEWALK EXIST.CURB EXIST.WRB SOEWALK PAVED PROP. RET. WALL SEPARATE PLAN AND PERLdTi� h i-B00-4=22-4139 SECTION A-A l F-F SECTION C-C &GUTTER &GUTTER SECTION 8-t3 SECTION D-D n TYPICAL REAR YARD�LOWELL ST TYPICAL SIDE YARD GRAHAM RD. YPICAL SIDE YARD Cc33 ALLEY SECTION E-E . L✓t'+'C.RKINC DAYS BEFORE YOU 01G TYPICAL SIDE YARD Nor To SGLE _rApJ, ttLgL ti(liGf NOT NOT TO S .• NOtM `IICQK CONTAINED M7)iW%S:RLAN'S SHELL MOT - SEAL: Qc'�li.-A`aPK: C01,IAPDuw UNTIL AN ENCROAC4ttENT F4RMT'kitO/OR 1/17/2 J.C.L. 1 Adj. D/W approach elev., show 2.5'alley dedication C.N. la/a9/21 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH CITY OF LAKE ELSII+IORET ry A GRADING PERbT HAS SEEN!S=. THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR 1ENMRA E=Nt^�N��tNG INLAND,INC BENCHMARK EL-38-80 PRECISE GRADING PLAN Z �d CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED FROM THE INTER.OF GRAHAM AVE.AND LACE-Stu DR.BE A2 MI. THE PRVATE ENGNEER SIGNING THEE%.A.h:,IS RESPQ:d9DLE Ld s V.Nnt 27693 Yw19D 4i 0 '''' 'D�-� ALONG LAXESHORE DR.TO THE INTER.OF SCRIVENER AVE.& 5 UNIT TOWNHOUSE FOR ASSURNG THE ACCURACY OF DES CA t A C"EPTA5NTY - TE MBOL.,CA 9Lv.! �5_ LAKESh1POL DR.,51'f 5 OF ABOVE INTER; 1' \E OF 4°DIA. 801 GRAHAM AVENUE G'TigE W�!f ItEREGN.N THE EVFJr'GP DISGtiPaML1E5 .++ 01..�TIfa^ H. FENCE POLE; 93 t S(�PP g12231; 1't SURVEY MARKER POST. ARLGRG AFTER CWNTY APPROVAL OR DJP.NG CONSTRL1C W, 41 EW III FT:FPAREO Y ELEV.-1264,84 GRADING PLAN CE 3 EFLa1s ,TIE PRIVATE EW,%E R SHALL SE RESPONSIBLE P;DETEM WtO REMON HABIB RCE 83156 DATE PLC'e.NO. AM AIXINTABLE SOW?ION AND REM.,;Ti,I LAMS M, DATE BY MARK *00 'A8'PINS-CITY ENGINEER CNm- 86532 APPROVAL BY THE CTY. ENGINEER REVISIONS: '� dL d5f t �'�' R::t%k;OOCCOCiX W.O.g =r -w fi i,!,': C S.D. t_ :: t2i•1 DATE: 6^.JdE•. SEE MN FILE AU. �'7�' Lr PL EP ,� � 3Z GRAVELBAGS PER TYP. 1/2 INTERVAL- - DIROF FLOW ECTION / DET.BELOW r-L -1-T— ---.�-:F - .� - -,�_ =3 _ "� _ "='`�I.� '�."' =-_.}.="�.r' •_"f-T1- =`c,- - SPACING PER C.L.STREET 30 45'TYP. EP PLAN&TABLE ����'�7�•��1T97 yllllllllll 2 BAGHIGH GRAVELBAGS LL�llltilu (TYPICAL) 3 1 Z-2 STREET GRADE LENGTH LESS THAN 4% 200'MAX 4%TO 9% 100'MAX TRASH GREATER THAN 9% 50'MAX. ENCLOSURE Iox ° TYPICAL STREET GRAVELBAG VELOCITY DETAIL / 3 Z N.T.S. J V � I I I 01 zz I JOIN DETAIL (TOP VIEW) END DETAIL (TOP VIEW) 1 I z'Kz'Ka• RpA, z AT 7.5'O.C. TAMPED BACKFILL r 3Z� \\\ FILTERED WATER 33 34 35 7 6 RESIDENCE 5 RESIDENCE 4 RESIDENCE 3 RESIDENCE 2 RESIDENCE 1 SECTION SILT FENCE 32 N.T.S. ' I EROSION CONTROL CONST. NOTES: UNIT QCANTITIe lit I I s I ® INSTALL SANBAG VELOCITY REDUCER PER DETAIL SHEET 3 EA. 5 I ./.... - INSTALL GRAVEL BAGS SINGLE ROW ONE BAG OR FIBER ROLLS PER - Tl —� - � "� -�� •- - - CALIFORNIA STORMWATER BMP HANDBOOK SE-6 OR SE-5 LF. 165 ® INSTALL SILT FENCE PER CALIFORNIA STORMWATER BMP HANDBOOK SE-1 EA. 495 ® CONSTRUCT WATERPROOFED CONCRETE WASHOUT AREA PER CALIFORNIA STORMWATER BMP HANDBOOK WM-8 AND DETAIL SHEET 3. FINAL EA. 1 31 LOCATION SHALL BE DETERMINED DURING CONSTRUCTION. INSTALL SANITARY/SEPTIC WASTE MANAGEMENT PER CALIFORNIA ® STORMWATER BMP HANDBOOK WM-9 FINAL LOCATION SHALL BE EA. 1 DETERMINED DURNING CONSTRUCTION INSTALL SOLID WASTE MANAGEMENT PER CALIFORNIA BMP HANDBOOK® EA 1 WM-5. FINAL LOCATION SHALL BE DETERMINED DURNING CONSTRUCTION ® INSTALL STABILIZED CONSTRUCTION ENTRANCE/EXIT PER CALIFORNIA STORMWATER BMP HANDBOOK TC-1 AND DETAIL SHEET 2. FINAL EA, 1 LOCATION SHALL BE DETERMINED DURING CONSTRUCTION. EROSION&SEDIMENT CONTROL LEGEND EROSION CONTROL GRAVEL BAGS/FIBER ROLLS BMP SE-6 OR SE-5 —0 o SILT FENCE BMP SE-t SEDIMENT TRAPPING DEVICE AT INLET CORRUGATES STEEL PANELS ®p STABILIZED CONSTRUCTION CRUSHED AGGREGATE (TRUCK WASHOUT AREA) ENTRANCE/EXIT NOTE: GREATER THAN 3'BUT ( 24—MIN I BMP TC-1 1 CONSTRUCT SEDIMENT BARRIER SMALLER THAN 6' I t--�..�..�.�J AND CHANNEDZE RUNOFF TO 1 ORIGINAL GRADE �I SEDIMENT TRAPPING DEVICE ` DESCRIPTION AND PURPOSE a� 24'MIN 1 —FILTER FABRIC BMP WM-8: CONCRETE WASTE MANAGEMENT � FLOW DIRECTION L PREVENT OR REDUCE THE DISCHARGE OF POLLUTANTS TO STORMWATER FROM 12'MIN.UNLESS O7HERNSE SPEARED _ ( q` __ A �B BY A SOILS ENGINEER CONCRETE WASTE BY CONDUCTING WASHOUT OFFSITE,PERFORMING ONSITE WASH- OUT IN A DESIGNATED AREA,AND TRAINING EMPLOYEE AND SUBCONTRACTORS. o I v J to'MIN. SECTION A-A MIN WIDTH AS REQUIRED TO NTS IN T SUITABLE APPLICATIONS I i RAFFICDATE ANTICIPATED I {I TRAFFIC A CONCRETE WASTE MANAGEMENT PROCEDURES AND PRACTICES ARE IMPLEMENTED ON CONSTRUCTION PROJECTS WHERE: TE 10 MIL PLASTIC ' MPORARY PIPE OUTLET �B CRUSHED AGGREGATE EXISTING DIRT LINING �2 GRAVEL BAGS HIGH TE GREATER THAN 3 BUT ' CONCRETE IS USED AS A CONSTRUCTION MATERIAL OR WHERE CONCRETE DUST AND NEEDED SMALLER THAN 6' DEBRIS RESULT FORM DEMOLITION ACTIVITIES. MATCH EXIST.GRADE 50 MIN.OR 4 TIMES THE CIRCUMFERENCE OF THE LARGEST • SLURRIES CONTAINING PORTLAND CEMENT CONCRETE(PCC)OR ASPHALT CONCRETE CONSTRUCTION VEHICLE TIRE,WHICHEVER IS GREATER ORIGINAL GRADE ARE GENERATED,SUCH AS FROM SAW CUTTING,CORING,GRINDING,GROOVING, AND AND HYDRO-CONCRETE DEMOLITION. DIRT REMOVED FOR WASH-OUT AREA cau b�f—.you oay 'FILTER FABRIC • CONCRETE TRUCKS AND OTHER CONCRETE-COATED EQUIPMENT ARE WASHED ONSITE. (TO BE PROTECTED UNTIL PUT BACK INTO PLACE) PLAN L12'MIN.UNLESS OTHERWISE SPECIFIED MORTAR-MIXING STATIONS EXIST. Call BY A SOILS ENGINEER 1. ALLOW CONCRETE TO SET,BREAKUP AND DISPOSE OF PROPERLY. STABILIZED CONSTRUCTION ENTRANCE/EXIT DETAILS SECTION B-B 2. EXISTING DIRT TO BE PLACED ON STE NEAR WASHOUT AREA(SEE O NOT TO SCALE 3ID NITS DETAIL) — 3. UPON COMPLETION OF CONSTRUCTION WASHOUT DITCH TO BE FILLEDTH S IGINAL DIRT STOED ON SITE PER DETAIL CONCRETE WASHOUT AREA(BMP WM-8) 4. REFLLNG MUST BE COMPLETED PER GEOTECHNICALERECOMMENDATIONS. GRAPHIC SCALE 1 1-800-422-4133 NOT TO SCALE f�13 F.!!S� JJ 5. SEE CONCRETE WASTE MANAGEMENT BMP WM-8 FOR ADDITIONAL 10 0 5 11 20 TWO WORKING DAYS BEFORE YOU DIG u�u�Iq INFORMATION 1 inch = 10 ft. J- NOTE: WORK CONTAINED MTHIN THESE PLANS SHALL NOT SEAL: BENCHMARK: COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH /+ CITY OF LAKE ELSINORE SHEET NO. A GRADING PERMIT HAS BEEN ISSUED. THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR VENTURA ENGINEERING INLAND, INIi BENCHMARK EL-38-80 PRECISE GRADING PLAN CITY AND STATE LAWS, AND A PERMIT CAN BE ISSUED FROM THE INTER.OF GRAHAM AVE.AND LAKESHORE DR.SE 0.2 MI. y 27393 YAEZ RD 4159 PraE(951)252-7832 3 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE c3 Tm s.o.OEN ALONG LAKESHORE DR.TO THE INTER.OF SCRIVENER AVE.& 5 UNIT TOWNHOUSE FOR ASSURING THE ACCURACY OF DESIGN&ACCEPTABILITY — TEMECULA CA 92M LAKESHORE DR., 51'3 S OF ABOVE INTER; V t E OF 4'DIA. OF THE AWORKFTER HEREON.IN THE EVENT D ING CONSTRUCTION, r Cl_ _ - 11—'L6-19 Nn WIZ 801 GRAHAM AVENUE ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUC110N, I� —--� 6_ p FENCE POLE;93 t S OF PP#12231; 1'3 SURVEY MARKER POST. THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING • Eap. • PEPARED BY: ELEV.=1264.84 REMON HABIB RCE 83156 DATE EROSION CONTROL PLAN of_ SHEETS AN ACCEPTABLE E CI SOLUTION AND REVISING THE PLANS FOR APPR DATE CITY ENGINEER y�, GML r R.c.E No. 66532 APPROVAL BY THE an. DATE BY MARK REVISIONS ,rf ­54�F� �-� ENGINEER CITY a' WILFREDO S.D. VENTURA DA IIy11Q TE IN s": SEE PLAN FOR: xxxxxxxxxxz W.0-/ crtY FUE NL 3