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HomeMy WebLinkAboutTR 31920-8 PGP PLAN NO 15-176 to 15-182 CNIADM NOTES: PRECISE GRADING PLAN 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF TAKE ELSINORE ORDINANCES N0.801 AND 882 AND APPLICABLE STANDARDS AND SPECIFICATIONS AND THE LATEST EDITION S0MVE, OF THE U.B.C.,APPENDIX CHAPTER 33. _ OgNE 2. A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT,CITY OF LAKE ELSINORE, -PRIOR TO ANY OPERATION. TRACT 3 QZO-VjA� N ~ 1V = 3. THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND U.S.A. ALERT(7-800-2272600) HOURS PRIOR TO GRADING. CITY OF LAKE ELSINORE ��OqO 4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST 24 HOURS IN ADVANCE OF BEGINNING GRADING OPERATIONS. UKESHORE pR N ROAD 5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER. COUNTY OF RIVERSIDE HEMLOCK STREET 6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE APPROVED, AND SHALL BE SHOWN ON THE PLAN. �1 o 7. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE STATE OF CALIFORNIA APPROVED,SHALL BE SHOWN ON PLAN,AND SHALL NOT FIVE LESS THAN 90%RELATIVE COMPACTION MALgGq ROB coPO OUT TO THE FINISHED SURFACE. yy 8. FILLS SHALL BE COMPACTED THROUGHOUT TO 90%DENSITY AS DETERMINED BY THE MODIFIED FIVE-LAYER A.S.T.M.D-1557-91 TEST METHOD. 9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS,SCARIFIED,AND INSPECTED BY THE GRADING INSPECTOR AND APPROVED SOILS TESTING AGENCY PRIOR TO THE PLACING OF FILL NPDES If STIORM WATER POLLUTION NOTE - 10. ALL FILL MATERIAL SHALL BE CLEAN EARTH. NO FILL SHALL BE PLACED UNTIL PREPARATION OF 1. THE DEVELOPER AND HIS CONTRACTOR ARE RESPONSIBLE FOR I - OLIVE SL GROUND IS APPROVED BY THE SOILS ENGINEER. - - IMPLEMENTATION AND MAINTENANCE OF THE SWPPP-APPROVED, 11. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/T PER FOOT PRE-QUALIFIED BMP'S FROM THE CALIFORNIA STORM WATER QUALITY FOR A MINIMUM OF 3',THEN 1%(MINIMUM)TO FLOWLINE OF EARTH SWALE. ASSOCIATION (CASOA) HANDBOOK I WEBSITE FOR CONSTRUCTION TO RETAIN 4i SEDIMENTS FROM AREAS DISTURBED ONSITE TO THE MAXIMUM EXTENT 12. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%IF CUT OR FlLL SLOPE IS LESS PRACTICABLE. THE EROSION CONTROL MEASURES INCLUDE THOSE SHOWN ON I LEMON STREET THAN 10',AND 2%IF CUT OR FILL IS GREATER THAN 10'. DRAINCE SWALES SHALL BE A MINIMUM OF ' • PROJECT 0.5'DEEP AND CONSTRUCTED A MINIMUM OF 2'FROM THE TOP OF CUT OR FILL SLOPES. THIS PLAN AND APPLICABLE SWPPP AS WELL AS ANY ADDITIONAL EROSION CONTROL MEASURES (E.G., HYDROSEEDING , MULCHING OF STRAW, \ `S� EXPORT DISPOSAL 13. PROVIDE 5'WIDE BY 1'HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5'HIGH. GRAVEL-BAGGING , DIVERSION DITCHES, RETENTION BASINS, ETC.) DICTATED BY _ • \ LOCATION TRACT 31920-17 14. PROVIDE A BROW DITCH,DESIGNED TO HANDLE 700 YEAR STORM FLOWS ALONG THE TOP OF CUT SLOPES. FIELD CONDITIONS TO PREVENT EROSION AND/OR THE INTRODUCTION OF DIRT, MUD \ \ I OR DEBRIS INTO EXISTING PUBLIC STREETS AND/OR ONTO ADJACENT PROPERTIES 15. NO OBSTRUCTION OF FLOOD PLANS OR NATURAL WATER COURSES SHALL BE PERMITTED. VICINITY MAPTED. DURING ANY PHASE OF CONSTRUCTION OPERATIONS. � - � � 16. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER,TO SUPERVISE GRADING AND PROVIDE A 2• STORM WATER POLLUTION PREVENTION PLAN (SWPPP) SHALL BE KEPT ON-SITE ! " - �,-\ �� I NOT TO SCALE AND MADE AVAILABLE UPON REQUEST OF A REPRESENTATIV E OF THE REGIONAL tli FINAL SOILS REPORT WHICH INCLUDES FOUNDATION REQUIREMENTS(SUBDIVISIONS)AND EXPANSNE CHARACTERISTICS OF THE SOIL. WATER QUALITY CONTROL BOARD (RWQCB) - SANTA ANA REGION AND/OR THE 17. GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL COMPACTION REPORT BY A CITY TR LAKE ELSINORE.. • c "�� &�T lDDC LECiB�D SOILS ENGINEER SHALL BE SUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENTS PRIOR TO ANTICIPATED 3. CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT AN �I j • DISCHARGES OFOMATERAL OTHERS NOT THAN STORMRRY WATER (NON-STORM WATER)OR POLLUTANTS OFF THE ARE • •TE . _ °`� a •r • �� SHEET NUMBER - ISSUANCE OF BUILDING PERMITS. I :.. �l� - q 3 18. THE GEOTECHNICAL REPORT DATED 10/?O/14 PREPARED BY SOILWORKS PROHIBITED EXCEPT AS AUTHORIZED BY AN INDIVIDUAL NPDES PERMIT UNDER THE _ L _ � � __ -- PLAN SHEET DESIGNATION BE CONSIDERED A PART OF THIS GRADING PLAN AND SHALL BE COMPLIED WITH. - STATEWIDE GENERAL PERMIT-CONSTRUCTION ACTIVITY. -- 4. POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO: SOLID OR LIQUID -- 19. A REGISTERED CIVIL ENGINEER OR UCENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING DETERGENTS , GLUES , LIME, PESTICIDES , HERBICIDES, FERTILIZERS, WOOD LEGBVD AND ABBREVIATION CHEMICAL SPILLS; WASTES FROM PAINTS, STAINS, SEALANTS SOLVENTS T PAD SEA LEVEL)1SHALL BE GIVEN. IF AN EALEVATION NTHERESPECTTTO ADJACENT E O-EVAT10N GROUND WITH SURF SURFACE ISPECT TO � PRESERVATIVES, AND ASBESTOS FIBERS , PAINT FLAKES QR STUCCO FRAGMENTS; J -• �- � • �� � � • - ,�',,� I,��. PRIVATE ENGINEERS NOTICE TO CONTRACTOR REQUIRED,THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. FUELS, OILS LUBRICANTS, AND HYDRAULIC RADIATOR OR BATTERY FLUIDS ; - THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR CONCRETE AND RELATED CUTTING OR CURING RESIDUES; FLOATABLE WASTES -- -- STRUCTURE SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF TRACT BOUNDARY 20. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY WASTES FROM ENGINE/EQUIPMENT STEAM CLEANING OR CHEMICAL DEGREASING; _ _ - - - THE AVAILABLE RECORDS.THESE LOCATIONS ARE APPROXIMATE AND CONSTRUCTION/GRADING. WASTES FROM STREET CLEANING; AND SUPER-CHLORINATED POTABLE WATER FROM - SHALL AI CONFIRMED S. THE CONTRACTOR, SO THAT ANY NECESSARY RIGHT OF WAY 21. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED BY A SOILS ENGINES LINE FLUSHING AND TESTING. DURING CONSTRUCTION, DISPOSAL OF SUCH __ -- ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE OF THE TO THE BUILDING AND ENGINEERING DEPARTMENTS FOR CUT AND FILL SLOPES OVER 30'W VERTICAL MATERIALS SHOULD OCCUR IN A SPECIFIED AND CONTROLLED TEMPORARY AREA -- - -- -- PROPOSED IMPROVEMENT.THE CONTRACTOR IS REQUIRED TO TO TAKE LOT LINE ON-SITE PHYSICALLY SEPARATED FROM POTENTIAL STORM WATER RUNOFF, WITH DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN HEIGHT. p,� - -y-`�--� TOP&TOE OF SLOPE ULTIMATE DISPOSAL IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL NYDEX MAP AND ANY OTHER LIVES NOT ON RECORD OR NOT SHOWN ON THESE 22. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. REQUIREMENTS. PLANS,AND IS RESPONSIBLE FOR THE PROTECTION OF,AND ANY ,. 23. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED,IT MUST BE CLEARED,KEYED 5. RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED AT �ROL NOTES DAMAGE TO THESE LINES OR STRUCTURES. CONSTRUCTION CONTRACTOR� 1'=150' -R R- RIDGE LINE CONSTRUCTION SITE AND MUST NOT BE DISCHARGED TO RECEIVING WATERS OR MID BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. THE LOCAL STORM DRAIN SYSTEM AGREES HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR E CONTROL LINE . PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT 1, ALL EROSION CONTROL PLANS SHALL BE IN ACCORDANCE WITH CITY OF LAKE ELSINORE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE OF FILL MATERIAL SLOPES GREATER THAN 5:1 ARE REQUIRED TO BE KEYED AND BENCHED.ENGINEERED FILL 6. APPROPRIATE BMPS FOR CONSTRUCTION-RELATED MATERIALS, WASTES, SPILLS ORDINANCE NOS. 529, 77Z 802, 882, 1237, 1004, 1258, CONSTRUCTION SITE BEST MANAGEMENT PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY,THIS SHOULD BE PLACED A MINIMUM OF 90 PERCENT RELATIVE COMPATION AS DETERMINED IN ACCORDANCE WITH D1557. OR RESIDUES SHALL BE IMPLEMENTED TO ELIMINATE OR REDUCE TRANSPORT PRACTICES(BMP'S),AND STANDARDS OUTLINED WITHIN THE LAKE ELSINORE DESIGN MANUAL REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE UMFTED TO -1250- PROPOSED CONTOUR FROM THE SITE TO STREETS, DRAINAGE FACILITIES, OR ADJOINING PROPERTIES BY 2• THE DEVELOPER/CONTRACTOR IS RESPONSIBLE FOR ANY DISCHARGES BY SUBCONTRACTORS. NORMAL WORKING HOURS,AND THAT THE CONTRACTOR SHALL DEFEND, -1250 EXISTING CONTOUR WIND OR RUNOFF. INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY 24. THE SOIL ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES: 7• MATERIAL STORAGE AND STAGING AREAS SHALL BE ESTABLISHED . FUEL TANK, 3. IN CASE OF EMERGENCY,CALL DOUG MAHER AT(619)933-3547(24-HOUR PHONE NUMBER). - AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE -w- EXISTING POWER POLE A UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BCKFLL OF ALLUVW, PORTABLE TOILETS, LIQUIDS, GELS AND POWDERS SHALL HAVE SECONDARY > 4. DEVICES TO REDUCE EROSION DAMAGE SHALL NOT BE PLACED MOVED OR MODIFIED WITHOUT THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR THE COLLUVIAL AND TERRACED AREAS AND ANY SUBSTRUCTURES. - CONTAINMENT AND BE STORED AWAY FROM ALL PRIVATE I PUBLIC.STORM WATER APPROVAL OF THE DIRECTOR OF PUBLIC WORKS OR, IN AN EMERGENCY , BY THE PERSON LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE 70 LOT NUMBS B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION,BENCHING AND RULING CONVEYANCE SYSTEMS,SIDEWALKS,RIGHTS-OF-WAYS AND FLOW-LINES. RESPONSIBLE FOR GRADING OPERATIONS. ENGINEER. OPERATIONS. 8, ALL PORTABLE MIXERS SHALL HAVE PLASTIC LINERS UNDERNEATH WITH GRAVEL 5. AREAS THAT ARE CLEARED AND GRADED SHALL BE LIMITED TO ONLY THE PORTION OF THE SITE THAT 36R PLAN TYPE C. DURING INSTALLATION BUTTRESS AND CANYON SUB-DRAINS AND FILTER MATERIAL. BAGS PLACES ON THE DOWN-HILL SIDE OF THE LINERS TO CONTAIN DISCHARGES. IS NECESSARY FOR CONSTRUCTION . THE CONSTRUCTION SITE SHALL BE MANAGED TO MINIMIZE THE D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION. 9. CONTROLLED STREET.WASHING WILL ONLY BE ALLOWED PRIOR TO THE APPLICATION EXPOSURE TIME OF DISTURBED SOIL AREAS THROUGH PHASING AND SCHEDULING OF GRADING AND THE - DAYLIGHT LINE 25. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12" OF ASPHALT SEAL COATS AND ONLY WHEN ALL PERTINENT DRAINAGE INLETS ARE USE OF TEMPORARY AND PERMANENT SOIL STABILIZATION. EAM 0W 2% GUTTER FLOW RATE ON CENTER OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15'IN VERTICAL PROTECTED. - 6. ONCE DISTURBED, GRADED SLOPES EXCEEDING A 3.1 RATIO AND/OR TEN (10) FEET IN HEIGHT HEIGHT,IN ADDITION TO GROUND COVE,SHALL BE PLANTED WITH APPROVED TREES,SHRUBS,OR 10. ALL CONSTRUCTION CONTACTORS AND SUBCONTRACTOR PERSONNEL ARE TO BE (TEMPORARY OR PERMANENT) SHALL BE STABILIZED IF THEY WILL NOT BE WORKED WITHIN 7 DAYS. �� -E� EXPORT -y GRADED SWALE COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT 10'ON CENTER;TREES,20'ON CENTER; MADE AWARE OF THE REQUIRED BMPS AND GOOD HOUSEKEEPING MEASURES FOR COMBINATIONS, 15'ON CENTER. SLOPES OVER 3'IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION DURING THE STORM SEASON, ALL SLOPES SHALL BE STABILIZED 24 HOURS PRIOR TO A PREDICTED 10,121 C.Y. 0 C.Y. 10,121 C.Y. --- STREET CEN(ERLINE - THE PROJECT SITE AND ANY ASSOCIATED CONSTRUCTION STAGING AREAS. SYSTEMS WITH BCKFLOW PREVENTION DEVICES PER UBC,CHAPTER 70. STORM EVENT. CONSTRUCTION SITES SHALL BE REVEGETATED AS EARLY AS FEASIBLE AFTER SOIL (TO TRACT 31920-17 11. DISCHARGING CONTAMINATED GROUNDWATER PRODUCED BY DEWATERING DISTURBANCE AND WITHIN 7-DAYS OF COMPLETION. CONSTRE 26. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT GROUNDWATER THAT HAS INFILTRATED INTO THE CONSTRUCTION SITE IS - SEE VICINITY MAP) ADJOINING PROPERTIES DURING THE GRADING PROJECT. PROHIBITED. DISCHARGING NON- CONTAMINATED GROUNDWATER PRODUCED BY 7• FILL SLOPES F THE TRACT PERIMETER MUST DRAIN AWAY FROM THE TOP OF THE SLOPE AT THEN 78 CONSTRUCTION NOTE CONCLUSION OF EACH WORKING DAY. ESTIMATED VOLUMES FOR PERMIT PURPOSE.CONTRACTOR SHALL 27. APPROVED EROSION PREVENTATIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY DEWATERING ACTIVITIES MAY REQUIRE A NATIONAL POLLUTANT DISCHARGE B. THE CONTRACTOR SHALL BE RESPONSIBLE AND HAVE SIGNS POSTED ON THE SITE TO WARN AGAINST DETERMINE HIS OWN QUANTITIES. SAND BAG ROW SEASON AND SHALL BE IN PLACE AT THE END OF EACH DAYS WORK. ELIMINATION SYSTEM (NPDES) PERMIT FROM THE REGIONAL OVATE QUALITY PUBLIC TRESPASS INTO AREAS WHERE WATER IS IMPOUNDED. - CONTROL BOARD. 28. All WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS. 12. STORM WATER RUNOFF SHALL NOT BE DIRECTED OVER ANY SLOPES WITHOUT 9. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER. EXISTING STORM DRAIN PERMANENT DOWN DRAINS INSTALLED. EROSION AND SEDIMENT CONTROLS 10. PLACEMENT OF DEVICES TO REDUCE EROSION DAMAGE WITHIN THE DEVELOPMENT SHALL BE SHOWN ON SHEET INDEX PER STREET IMPROVEMENT PLANS 29. THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMREE. INCLUDING MAINTENANCE ARE REQUIRED ON ALL EXPOSED SLOPES UNTIL THE APPROVED PLAN. SUFFICIENT PERMANENT LANDSCAPING HAS BEEN ESTABLISHED. 1007 SLOPE 11. DESILTING FACILITIES AT ALL DRAINAGE INLETS FOR THE GRADED GTE SHALL BE DESIGNED FOR A DEEPENED FOOTING 30. AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIMES. PROTECTION MUST BE IN PLACE PRIOR TO THE ISSUANCE OF THE FINAL TWENTY-FIVE (25) YEAR, SIX (6) HOUR STORM INTENSITY. THEY MUST BE DETAILED ON THE PLANS. SHEET DESCRIPTION TW TOP OF WALL(BLOCK WALL) 31, SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION OF GRADING CERTIFICATE OF OCCUPANCY. DESIGN AND SPECIFIC RECOMMENDATIONS SHALL BE SUBMITTED FOR THE FOLLOWING: Af TOP OF VINYL FENCE OPERATION. 13. VEGETATION CLEARING AND BRUSHING ACTIVITIES SHALL NOT BE INITIATED a)DESILTING BASIN VOLUME BASED ON GRADIENT AND NATURE OF SOILS. 1 TITLE SHEET TC TOP OF CURB DURING THE WET SEASON ON ANY SITES WHICH ARE NOT ADEQUATELY PROTECTED b)THE EXTENT OF ALL GRADED AREAS AND IDENTIFICATION OF ANY TEMPORARY SOIL 2 DETAIL SHEET 32. ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR ALL SLOPES - WITH DESILTING BASINS OR OTHER TEMPORARY DRAINAGE OR CONTROL MEASURES. - FL FLOWLINE ELEV. IN EXCESS OF 3 FEET VERTICAL HEIGHT WITHIN 90 DAYS AFTER COMPLETION OF ROUGH GRADING AND SHALL BE 14• STOCKPILES OF SOIL SHALL BE PROPERLY SECURED WITH BMP'S TO STABILIZATION MEASURES. IN ACCORDANCE WITH ORDINANCE NO.882 PRIOR TO THE APPROVAL OF FINAL INSPECTION. d)SIZE OF REQUIREMENTS BASIN OUTLET PIPE AND OVERFLOW. 3-6 PRECISE GRADING PLAN TG TOP OF GRATE ELIMINATE OR REDUCE SEDIMENT TRANSPORT FROM THE SITE TO STREETS, d)DIKE REQUIREMENTS. SHOW MINIMUM WALL WIDTH, SLOPE OF WALLS,PERCENT COMPACTION, 33. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND DRAINAGE FACILITIES OR ADJACENT PROPERTIES VIA RUNOFF, VEHICLE TRACKING, ETC. 7 EROSION CONTROL SHEET GB GRADE BREAK BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY OR WIND. STOCKPILES INACTIVE FOR A PERIOD OF 14 DAYS OR MORE SHALL BE FG FINISH GRADE FROM HIS OPERATIONS,WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. COVERED; ACTIVE STOCKPILES SHALL BE COVERED PRIOR TO A FORECASTED RAIN. e)OUTLET CONDITIONS FROM THE DESILTING BASIN SHALL NOT EXCEED DOWNSTREAM LIMITATIONS, 15. SPECIAL ATTENTION SHALL BE GIVEN TO PREPARATION AND INSTALLATION OF THE WITH THE EXCEPTION OF OVERFLOW,WHICH IS TO BE DESIGNED TO PROVIDE SOILS $SATE LP. LOW POINT 34. THE DESIGNER ENGINEER SHALL PROVIDE A MINIMUM OF ONE BLUE TOP PER FINISHED PAD,PRIOR TO RAIN EVENT ACTION PLAN (REAP) AS REQUIRED BASED ON SITE RISK LEVEL OR CAPACITY OF 1.5 TIMES THE MAXIMUM DESIGN FLOW. HP HIGH POINT ROUGH GRADE APPROVAL. AS MANDATED BY THE SANTA ANA REGIONAL BOARD NPDES PERMIT, GENERAL 12. NECESSARY MATERIALS SHALL BE AVAILABLE ON-SITE AND AT CONVENIENT LOCATIONS TO FACILITATE SOILWORKS,INC.HAS REVIEWED THE PLANS FROM A 35. APPROXIMATE DATE OF: BEGINNING OPERATION: NOVEMBER 2014 PERMIT-CONSTRUCTION ACTIVITIES. RAPID CONSTRUCTION OF TEMPORARY DEVICES OR TO REPAIR ANY DAMAGED EROSION. CONTROL GEOLOGIC/GEOTECHNICAL ENGINEERING STANDPOINT ONLY. THE INV. INVERT OF PIPE COMPLETION: NOVEMBER 2016 16. AT THE END OF EACH DAY OF CONSTRUCTION ACTIVITY,ALL MEASURES WHEN A 50%CHANCE OR GREATER OF RAIN WITHIN A 48 HOUR PERIOD IS FORECAST FOR PLANS ARE IN COMPLIANCE WITH THE GEOLOGICIGEOTECHNICAL FS FINISH SURFACE ENGINEERING RECOMMENDATIONS PRESENTED IN THE REFERENCED. 36. NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH MAXIMUM DIMENSION GREATER THAN 3"WILL BE CONSTRUCTION DEBRIS AND WASTE MATERIALS SHALL BE COLLECTED AND LAKE ELSINORE BY THE NATIONAL OCEANIC AND ATMOSPHERIC AGENCY(NOAA). - - PROJECT REPORT(S)AND SUBSEQUENT ADDENDA. THIS REVIEW DID FF FINISHED FLOOR PLACED IN FILLS WITHIN ROADBED AREAS OR 3'OF FINISH GRADES,UNLESS THE LOCATION,MATERIAL, PROPERLY DISPOSED OF IN TRASH OR RECYCLE BINS. 13. BMP'S SHALL BE MAINTAINED AND INSPECTED DAILY . ALL REMOVABLE PROTECTIVE EROSION CONTROL NOT INCLUDE CHECKING THE ACCURACY OF THE CIVIL AND STRUCTURAL PE PAD ELEVATION AND DISPOSAL METHODS ARE SPECIFICALLY APPROVED BY THE SOILS ENGINEER. 17. THIS SITE HAS OBTAINED-A NATIONAL POLLUTION PREVENTION ELIMINATION SYSTEM DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE(5)DAY RAIN ENGINEERING DESIGN AND DIMENSIONS,INCLUDING LINES AND GRAD GFF GARAGE FINISHED FLOOR 37. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION BEFORE (NPDES) PERMIT TO REGULATE MUNICIPAL AND INDUSTRIAL STORM WATER PROBABILITY FORECAST EXCEEDS FIFTY PERCENT(50%). OR COMPLIANCE WITH BUILDING CODE REQUIREMENTS, WHICH AR tNDR APPROVAL. DISCHARGES. 14. AFTER A RAINSTORM ALL PROJECT GENERATED SILT AND DEBRIS SHALL BE REMOVED FROM CHECK THE PURVIEW OF OTHERS �i'=c� GL GARAGE UP NPDES WDID#8 33C370198 DATE WDID ISSUED: 07/09/14 BERMS, ONSITE PUBLIC DRAINS AND PIPES, DRAINS AND PIPES OF ADJACENT PROPERTIES AND - - DF DEEPENED FOOTING DEPTH 36. A GRADING PERMIT WILL NOT BE ISSUED UNTIL ALL RETAINING WALLS ARE APPROVED BY THE BUILDING 18• THE UNDERSIGNED CIVIL ENGINEER, A QUALIFIED QSP AND/OR QSD WILL REVIEW DESILTING BASINS AND THE BASINS PUMPED DRY, ANY GRADED SLOPE BMP'S DAMAGED DURING A PROJECT NO.: -�J'No.cE2J26 DEPARTMENT. / * RUE PUBLIC UTILITY EASEMENT � PLACEMENT OF EROSION CONTROL AND INSURE THAT WORK IS IN ACCORDANCE RAINSTORM SHALL ALSO BE IMMEDIATELY REPAIRED. FAILURE TO PROVIDE EFFECTIVE MAINTENANCE MAY f �� �+- 39. THIS SITE HAS OBTAINED A NATIONAL POLLUTION PREVENTION ELIMINATION SYSTEM(NPDES)PERMIT TO REGULATE WITH THEAPPROVED PLANS RESULT IN PENALTIES -. REPORT(S)DATE October 20,201 `N'a-W _ c P s MUNICIPAL AND INDUSTRIAL STORM WATER DISCHARGES 15. DISCHARGING OF CONTAMINATED SOILS VIA SURFACE EROSION IS PROHIBITED. cNH�°oQe NPDES WDID 18 33G370198 DATE PERMIT ISSUED: JULY 9.2D74 ---kf=�c- 7,T.'LGuf---- �Z"'¢"�9' _ E Of CP��F gT;(j� • T7m716 A E 16.CONSTRUCTION ACCESS POINTS SHALL BE STABILIZED WITH A COMBINATION OF ROCK AND SHAKE SIGAATURE: DATE la-3.1H RIDING PERMIT NO. 40. DRAINAGE EASEMENTS WILL BE KEPT CLEAR OF ALL OBSTRUCTIONS. NO BUILDINGS OR WALLS SHALL BE PLACED ' '' PLATES YEAR-ROUND TO PREVENT TRACK-OUT. ROUTINE STREET SWEEPING SHALL BE PERFORMED ON WITHIN EASEMENT UNITS. TEMPORARY IMPROVEMENTS ARE SUBJECT TO REMOVAL AT OWNER'S EXPENSE. ALL PAVED STREETS WHERE TRACKING IS OBSERVED . VACUUM SWEEPERS SHALL BE USED WHEN SK'ANTURE DATE WDID NO, 8 33C370198 STREET SWEEPING BECOMES INEFFECTIVE. VOA gy I)./17 STY ENGINEERING GEOLOGIST: SOILS ENGINEER: OWNER: REVISIONS: PREPARED UNDER SUPERVISION .,OF. SCALE WI LSON MI KAMI CITY OF LAKE ELSINORE �oTLssll SOILWORKS, INC. SOILWORKS, INC. CRAIG MORAES %o r SCOTT M.WILSON pA CORPORATION ATE PRECISE GRADING SHEET 1 D EARTH SCIENCES GROUP EARTH SCIENCES GROUP RYLAND HOMES y s RCE NO.49884 EXP. 9-30-16 9 CORPORATE PARK, T: 949-679-0090 FORWARD PLANNER 07/19 14 SUITE 100 TITLE SHEET of 7 g 350 FISCHER AVENUE 350 FISCHER AVENUE NO 4°�• THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE PATH THE / IRVN CA 92606 F: 949-679-0091 m COSTA MESA,CA 92626 COSTA MESA,CA 92626 49 DISCOVERY, SUITE 250 c•P• ��* APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND BENCHMARK: BRASS _ _ o IRVINE, CA 92618 MARK DESCRIPHON BY APPR. DATE ✓j9� c[vii P THE ATE AWS,A D PERMIT CAN BE ISSUED. RNIERSNTERSIDE BENCHMARK DON STREET AND M. 2TRA1L927 EAST DIM THE CONC RTE OF WV DN TRAIL OF r FILE NO. _ PH: 714-668-5600 PH: 714-668-5600 ) F gMVVF TRACT NO. 31920-8 CENTEPH: 949 236-5167 DESIGNED BY: WMC DRAWN BY: WMC BASIS OF BEARING WWW.SOIIWOFI(SIRC.CORI BASIS O BAR CEREAL STREET.BOW N5752'48^N,BETWEEN MONUMENTS 3 AND 4,BEING THE CY]NIERDNE LOT 1-17 AND 22-59 N CHECKED BY: S.WILSON PROJECT MANAGER:S.WILSON WALTER E.AW ON RCE 45448 CITY ENGINEER DATE INTERSECTIONS OF CEREAL STREET AND STONEMAN STREET AND CEREAL STREET AND CORYDDN STREET. PLACE A LAYER OF FILTER FABRIC(MIRAFI VARIES 140NC)OVER THE C.B. OPENINGS 12"DIA GRATE INLET AND ANCHOR WITH GRAVEL BAGS 10'MIN. _ UNIT _�—""--- BOUNDARY A PVC PIPE —BUILDING— —.--BUILDING 'MIN 5'MIN. l N.MIN. BUILDING — —- 2:1 MAX. 2:1 MAX. FF 4' GRAVEL BAGS(TYP.) '— — --L FF � TYR MIN.5"THK. f �� 17 20%IN I j 2PR 0%MMAX. 3'E 0"PLAN MIN. 2 BAGS -- HIGH = = :l I III !4I,I� . (MIN.) PAD,T ( III ICI ( I!1 III 1 L III=1 GRAVEL BAGS OMIT 1 BLOCK FOR 1 N L- III --III EMERGENCY OVERFLOW I INVERT PER PLAN 6"MIN.BELOW SWALE ELEV. lir- III III G MIN.BELOW SWALE ELEV (12 BELOW PAD ELEV. MIN. __ PER __PER ---- z`��(.%5 (( BELOW PAO ELEV MIN. PER SOILS REPORT) I` LAN irLA = - P-i -1�.-;- PER SOILS REPORT) 2� MIN SECTION A `-III_iII-1i1-L1-11' 29> MIN CA80A SE-10(TYPE 3) NOTE.• ROOF GUTTERS REQUIRED - 2% MAX 2% MAX TYP. CATCH BASIN INLET SEDIMENT TRAP TYPICAL SIDE YARD WALL TYPICAL SIDEYARD SECTION C SECONDARY OVERFLOW NDT TO SCALE NOT TO SCALE NOT TO SCALE —CONCRETE WALK SECTION A-A UNIT NOT TO SCALE BOUNDARY 1 i%MIN. HIGH POINT=PAD-0.2'OR LOWER 2% MIN. 10'MINIA(U 3'MIN. + + FP ELEV CONCRETE SLAB PAD ELEV FF ELEVATION (PER DFDF=P SOILS REPORT) tl 1% > ' y1%MIN. 1% N. MIN 2% MIN d PAD ELEVATION II 20% MAX20% MAX (PER SOILS REPORT) BASE MATERIAL j (PER SOILS REPORT) F DEEPENED FOOTING DETAIL/SLAB SECTION NOT TO SCALE NOTES: 1. SWALES TO BE CUT IN AT 1%AT ROUGH GRADING AND PRIOR TO BUILDING CONSTRUCTION. GRAVEL BAGS(1 WIDE x 2 HIGH) 2. A PAVED DRAINAGE SWALE,CATCH BASIN AND PIPE,OR OTHER SIMIL14R DRAINAGE DEVICE IS REQUIRED WHEN A STOOP, FIREPLACE,OR PORTION OF THE BUILDING EXTENDS WITHIN THE MINIMUM ESTABLISHED DRAINAGE SETBACKS. J. ALL BUILDING SETBACKS FROM SLOPES SHALL BE IN ACCORDANCE WITH THE GRADING FLOW FINISHED. GRADE &EXCAVATION CODE. 4. IN NO CASE SHALL THE SWALE FLOWLINE BE LOWER THAN THE BOTTOM OF THE FOOTING WITHIN 5'OF THE FOOTING. STAGGER BAGS TYPICAL LOT DRAINAGE V NOT TO SCALE FINISHED. GRADE G GRAVEL BAGS ('WIDE x 2' HIGH) NOT TO SCALE CONSTRUCTION NOTES QUANTITIES Qi --CONSTRUCT 4"FWRDSCAPE 4,516 SF FL VARIES CONSTRUCT 4"PCC DRIVEWAY 25,272 LF SILL o-CONSTRUCT WALL DRAIN PER DETAIL"E"ON SHEET 2 55 EA FF ELEV PER PLAN FIG ELEV CONCRETE SLAB PER PLAN (4"THICK) 4"MOISTURE/VAPOR RETARDER ELE� P �/ >',�// D1PTH OF FOOTING PER x �G ---PAD ELEV PER PLAN PER SOILS REPORT ✓�Y�,�/, �ij����i� o NOTE: FOR FOUNDATION CONSTRUCTION DETAILS SEE ARCHITECTURAL PLANS *REQUIRES ROOF GUTTERS H TYPICAL FOOTING/SLAB DETAIL CD NOT TO SCALE 7I��'' cD 'A/�6 b'1 121L711'T' g REVISIONS: PREPARED UNDER SUPERVISION OF: SCALE: W►LSON MIKAMI CITY OF LAKE ELSINORE a ENGINEERING GEOLOGIST' SOILS ENGINEER: OWNER- 11' eROltssl�N a SOILWORKS, INC. SOILWORKS, INC. CRAIG MORAES o t w r,q W CORPORATION PRECISE GRADING PLAN SHEET 2 o RYLAND HOMES o 7 o SCOT'M.98SON DATE DATE: 9 CORPORATE PARK, T: 949-679-0090 o EARTH SCIENCES GROUP EARTH SCIENCES GROUP w RCE NO.49884 EXP. s-30-i6 FORWARD PLANNER A 07/19/14 SUITE 100 F: 949-679-0091 OF ] 350 FlSCHER AVENUE 350 FlSCHER AVENUE No.49884 m THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE IRVINE CA 92606 DETAIL 49 DISCOVERY, SUITE 250 # a°i,s APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND BENCHMARK. COSTA MESA, CA 92626 COSTA MESA, CA 92626 / i(� `D IRVINE, CA 92618 MARK DESCRIPTION BY APPR. DATE j9 c v �P THE ST TE LAWS,AND P MIT CAN BE ISSUED. RIVERSIDE BENCHMARK NO.BM E-3-70. 11 12RAIL9. BRASS DISC IN CONCRETE POST IS NORTH OF?' TRACT NO. 31920—H RLE NO. PH: 714-668-5600 PH: 714-668-5600 FP OF CP F BAST SOF B OF CORYCON SR E7 AND MIS5EREAL STREET,BEING N522'4 W,BETWEEN 27'FA5 OF THE UMENTS 3 AMID 4, IN MISSION TRNL PH: (949) 236-5167 DESIGNED BY: WMC DRAWN BY: WMC I BASIS of BEARIND: LOT 1-17 AND 22-59 WWW.SOIIWOfICSifIC.00f111 CHECKED BY: S.WILSON PROJECT MANAGER:S.WILSON WA TER E.ALLISON RCE 45448 CITY ENGINEER DA IINTTEERSECnola OF CEREAL STREET AND STONEMAN STREAND REAL STREET AND BEING THE RUNE 'al INSS 00' 1 i i QC') 6p�0\p 6 4 lz k `fG p 5s ,ems / / 1, \,a / o•� � �QQO �F� _` '�... 1 66� � __- -- FG _ 6j �-\\__� 5S1a �PADf 6B.$7 5 66s9 I 4 6 0 _ 7g �..-..1% 66.70 ^_ °j 1 1'o // '�• GV y� ir� B 6657�.07 7 1 I� / 1 OhF •� "D• 1 ao: .BO ,, 68?4 g, GFF- Pq�=67 5 ' I R 2 6 j FS 1 6784 I B 86.49 o\h�_•�..._1% r `ma° `m�`•_ 3C -67 O GF0f.>3 q0 787 CONSTRUCTION NOTES 6 6e 1.I ��F / I `4` m I -- m G' I L_6767 s '^ 87 q• F6�0 Iq m ! $ O1 -CONSTRUCT 4'HARDSCAPE 67G,.5q 75 3 2 ! T 4'PCC DRIVEWAY I N 66 57 66 6667"Tj f$ �5�FS .4` 6j Pc 6') p4 O6 -CONSTRUCT WALL DRAIN PER DETAIL'E'ON SHEET 2 ro / /. 11 QQ `� N , m 2_q'�FS 04 hl Fs FS 67. 67 '0 NOTE CONSTRUCT RESIDENTGIL DRIVEWAY PER SEPARATE IMPROVEMENT PLAN ky L 0.5 1 fL 66.04 2'4' 67 67 i / 87i7 To / \`// o`- \ O\ ` ^I' 65,�. 0.6 GL=67.37 07L_6717 I�_ 6 l `'�' 4 6 NOTE:NO FlXRIRES ARE LOCATED BELOW Tiff NEAREST N I I '�r` o o �. hm 675 2%lam 6 �I 1 2 06 '� �o•� 97 6 g9 6j� UPSIRFAM SEWER MANHOLE AND NO BACKWATER 69 VALVES ARE REQUIRED.10.8%1 W= Q 1 � � 111iii - - _ ? F 61 zT Cd-. •m a kk j I I I 07 SO SEWERT MANHOLE ❑ ^ 6� 16 � (DSx) _ - I LEGEND r , Imo. �Q \ ( -' 2 _ 4 f5 6 i 1 ,4 tExisnrcECEc �- 1 36 3% STREET ` -1 y EXISTING WALL 'ro o 1 ,no E' o o A\ ' l/f1L/> .3 RIM _ q 'O�'°'O'a� SEE SEPARATE WALL PLAN _�_--- __-• 3 I m� �`aii �- •G� -_��- -II - ---�--_- '--�_,__ ��- C � �;/ l-r-� &FENCE-SEE MASTER DEVELOPER 68.5 T q_--- __ _ LANDSCAPE PLANS -� Y '���;- `b � TUBE FENCE ON TOP OF CMU WALL i I , 60.00' ---_-- \a` 68.5 -_$` 6--__ `_ _ �r'� SEE SEPARATE WALL PLAN FG " I FG1 _`\\' WDODL FENCE 681 I - -_ T�� .•••• SEE SEPARATE WALL PLAN ' -- 67.8 ,�' 1 �\\�^ W MASONRY WALL SEE SEPARATE WALL PLAN 1 i 67.50 cep I00 ---- _. - ^ vJ DEEPENED FOOTING(LENGTH PER PLAN) /---...32Lf- -- RETAINING WALL 67 6 W SEE SEPARATE WALL PLAN 1TI 130 o I - 1.99 6769 q - 66.96 FL B 6F1 F 3'x7'CONCRETE PAD I I i o U' o l6 2A �J FF 69.17 FF=68.77 ! D'a FF=68.47 3C 11200' B 0 1 C PAD=68.5 cFF= PAD=68 1 w ( OF PAD=67.8 P 1' �� 4 68.B4 GFF- ael 67.90 fS 68.44 69.17 FF 6 7 I 68.44 ee 68�14 I:Ae 6 s8-6 7 FSI 2-s73o 6 68.47 FF �\•�� _ I I p_ 6 607.5 I .L7 7 68.14 FS GL=68.27 66.4 FS ce717 FS .._�.OD'-----. I_ 0.8 I 66.79 FL DOWN ^ /ry• ', IM -f0''-• -� S SEWER M HOLE -- - ,� _,�' --4'g `�°e•' - - .fat n P.U.E - - m - /�- ---- 48.321NV �_ _ �_ - ,6_ -- - -- - -- - - - -- "-'_------ -� 68.3 RIM 1 52.6 INV - .: --- .-I_ 17 GRAPHIC SCALE AND ) 7058ZT n u m ,o zo eo 66.9 RIM ov o , ,'`� a -n .53.83 INV '� �o `O �c ui I r -II---_.56./1 IN FEET) 1 iach= 20 ft. M SEE SHEET 5 V06 15„ 12/17/, 0 REVISIONS: PREPARED UNDER SUPERVISION OF: SCALE: WILSON MIKAMI CITY OF LAKE ELSINORE ENGINEERING GEOLOGIST SOILS ENGINEER OWNER: eao�EssloW, SOILWORKS, INC. SOILWORKS, INC. CRAIG MORAES e���r ►�� W CORPORATION SHEET 3 o s scoreM.xxsoN DATE DATE: PRECISE GRADING PLAN 3 RYLAND HOMES m o 9 CORPORATE PARK, T: 949-679-0090 EARTH SCIENCES GROUP EARTH SCIENCES GROUP m RCE No.area EXP. 9-3o A6 7 oFORWARD PLANNER N.+ A 07/19/14 SUITE Aoo F: 949-679-0091 OF / 0 350 FlSCHER AVENUE 350 FlSCHER AVENUE THESE PLANS HAVE BEN RENEWED FOR COMPLIANCE WITH THE IRVINE,CA 92606 GRADING PLAN COSTA MESA, CA 92626 COSTA MESA, CA 92626 49 DISCOVERY, SUITE 250 E.P.oAwi+e 'f APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND BENCHMARK: IRVINE, CA 92618 MARK DESCRIPTION IBYAPPR. DAZE fr VILP RNERSOE BENCHMARK N0.BM E-3-70.ELEV.1279.829. BRASS DSC IN CONCREE POSE M'NORRI OF Y TRACT NO. 31920-8 FlLE NO, .YjF THE STATE WS,AND P RMIT CAN BE ISSUED. o_ PH: 714-668-5600 PH: 714-668-5600 p, ca�AF� INTERSECTION OF CORYDON STREET AND MISSION TRAIL 27'EAST OF THE CENTERLINE OF MISSION TRAA. PH: (949)236-5167 DESIGNED BY: WMC DRAWN BY: WMC BASIS OF BEARING LOT 1-17 22-59 www.soilworksinc.com CENTERLINE OF CEREAL STREET,BEING N52'52'48"W,BETWEEN MONUMENTS 3 AND 4,BEING THE CENTERLINE T CHECKED BY: S.WILSON PROJECT MANAGER:S.WILSON TER E.AWSON RCE 45448 CITY ENGINEER DATE INTERSECTIONS OF CEREAL STREET AND STONEMAN STREET AND CEREAL STREET AND CORYDON STREET. 70 65.75 A '40a6jo 0.4. DF 6649 6.SZ4j F5, 6767 si17 6J4 rs a s 66ti eis7 �49 Q 05 /R s7oo � ���A3• / Gg. p�6�6.7 \\ °3• �� �\ �\ ��` \\ \ \/ ✓� \ / \ 4f�\ CONSTRUCTION NOTES __ �/ ,a. a v $ /.'•• `�• ./ ,i °� J I \\ o FO ael \ \\ \ \ /// / To-CONSTRUCT 4'HARDSCAPE .. 56.S71NV �• ,1 ,o �.� -off \ 9g O ..,•..,y\ _,.-...._.... / / O-CONSTRUCT 4"PCC DRIVEWAY lei 6o-CON57RUCT WALL DRAIN PER DETAIL"'E'ON SHEET 2 Vol) �sz6�-______ •` \ o �. �• \ \\ \\ \\\ - / NOTE CONSTRUCT RESIDENTIAL DRIVEWAY PER SEPARATE IMPROVEMENT PLAN \` S.• / �-` �" S+ E�'1 l\\ \\r..\\ // / NOTE:NO FIXTURES ARE LOOTED BELOW THE NEAREST W 68.1 \� O5 6 up $ 6 UPSTREAM SEWFR MANHOLE AND NO BACKWATER /7� '„� �,16 ` � ' tiG 61 \ / / VALVES ARE REQUIRED. FG 67.8 \"\\\\`\� "\ �' 1 .�F 16106� �_�/� \ - KIa16.21' 39 B6_ .2 O.� 1D $• �, ,y \ rQ'\,�+JR I VJ i$ ^���`��� --� `6`,a., �'�P: b1 O• QF° 666 cn' 1�, - \\\ 67.50 67 67-11 - W �_...]�f. FL HP 64.5 i �- G.Y 1 \\\\ \ � � ! \ LEGEND W \ 55.84 I V i 66./ul 1 / �'\ �1 \ �r9 // \ \ 8 6 of -67 FGey. �\ \\ I �66.34 HS'el - N ., \ 10, J \\ \ \ \ I FL 1 `�• 7� \ \ \\ EXISTING WALL „' >> $ �!'r sTREAt \\ \ 000000 \ \ SEE SEPARATE WALL PLAN rj I 'I t DF FL 61 \• p � $% ER MANHO \ \ \ ,,,` MASTER DEVELOPER INSTALLED WALL =6677 I 0.4 3C I III I / 4 FF=67.67 , A FF%6�y1 a 61 \ O2 64.4 RIM \ \\ \\ ® &FENCE-SEE MASTER DEVELOPER FF=68.47 PAD=67.0 cFF= p0' y1• (kl \ \ � OF I I � 1 B 6Z34 o OF P 1�1 �' i� // 56.68 INV \ \ LANDSCAPE PLANS AD=68.1 I PAD=67.8 i ��IIIII 6' �° \ \ P TUBE FENCE ON TOP OF CMU WALL 7 GFF= 67.67 8.44 I I I ! 61 �' ? / r_-"'=•� \ \ \ SEE SEPARATE WALL PLAN 6 68.14 6 ^e �1 67.34 ce 6 67.8 lal li, I I_ 6Z24 FS FS \\ \ \ \\ ...... WOOOL FENCE . 68.47 FF FG I�-- I ' I xI 66.57 FS1 GL=6 6 /�' ;// \\ \\ \ \\ \\ \ SEE SEPARATE WALL PLAN 66.46 14 FL .97 F5 I I)i _ I�JI AFL G�' Q's /A� /�� - �s sue' \\\ \\ V l\ _J�_MASONRY WALL I E SEE SEPARATE WALL PLAN kl 67.17 I GL=67.97 4• 6ZJ0 FS - 0.6 � �� � Qr 1 \ \ � 1 s ">li I 0.8 ac 2 ^�'�- i3 66.79 / I II l W m i .�5• / I "� .�rA y �6 \ \\ \.. \ DEEPENED FOOTING(LENGTH PER PLAN) ibi' �. _ 2.4% 1 " 1 Imo,, I "•4 A'� 4.4 RI / ?'� o \ 6�, �\ \ \. \ RETAINING WALL P.U. SEE SEPARATE WALL PLAN -_- �- - - - --..�- 6 \ \ -- - I- - - ---------- GVo6 Ory \\\ \\ \\ 3'x7'CONCRETE PAD ig 9 ❑ -2nc66ya r6y61 \\\ \\ \\ \ - - - - � - - - - - 64.7 RIM `n rnP� 4rrn � •. 6�. �Q� .`1X \\\ \ \ •�n�,�^ � �.-. � 55.8.INV I ��'E�'Ev� m� � �a � � ,0 666. \ �c � ��• \\ \ ap3 m 131 N N3 A O m O$ \ T 2\ \ \ \\ I1,001 P.U.E. O as ae T o \ c I 'ell O2 I"'' O «i}I � FLS \ 661�1 61 1 61•� �, �-t 4'r \ �\ \ \\ I 1 .�f �' f� xi 4. \�� II/ o.s i cL=s713 I � ' ss.sz '� 66�6� � �,i E�a'61' 6�"� '� �vo`✓'�`T'� \ \\\ \� GL=6797 ,o I f 6• ,� 6• P 4 6Z09 I 0. N 66.42 II� 65.71 0.5 m� 4 4° �84 6 C,FF61 67.07Fl-FS 66.70 se 6 ' ' I �i' 68.04 F5 66.4� 6 4 FL 0.5 67.68 FS '� ( ( (I I FL 67.71 FS 65 67.17 6 1 11 se\ 10 j ,� •.• {g, �`c--'�+• \\\ 68.01 FS 68 04 OF 67.01 FS etl 6 6\6.55 I'I i i 6 6.47 FF GFF= n 67.67 FF GFF= 68.27 FF 1 6 10 o \ 68.47 FF FL -6.5 67.30 67.17 FS ° F5 6B.14 4" 67.77 'D, I � 8.14 FS �� 4" 7L=== y I FF=68.47 GFF= � I '.D� NI GFF= -� I D` 66s s `�?� i'' GRAPHIC SCALE m 1 tAU 67.8 67.94 PAD=876 57 i 26 �6678 6Z34 FF=67.67 �g ��� ¢ y� ro so eo 25 FF-68.27 1 A o 2C PAD=67.D 1 A I 3A o._t , fn 5 0.1 !g� �$ e1•D 2k FG \ 59 0.1 28 I DF58 m DF �� 1 36. IN FEET p. 0 67_59 ^_.. 66� _66n94 I T n•I 67.99 66.98, 66.34 68.34 J 6 F� � r\ ..n\(� / \ >,sown }t MEE HE b �� 1�L�•�y REVISIONS: PREPARED UNDER SUPERVISION OF: SCALE: W►LSON M1KAM1 CITY OF LAKE ELSINORE ENGINEERING GEOLOGIST SOILS ENGINEER OWNER: QRo1Esslo q SOILWORKS, INC. SGLWORKS, INC. CRAIG MORAES Quo��r r77 C O R PO RATIO N o s scow M.WILSON DATE W PRECISE GRADING PLAN SHEET 4 a EARTH SCIENCES GROUP EARTH SCIENCES GROUP RYLAND HOMES �? RCE NO.49884 EXP. 9-30-16 DATE 9 CORPORATE PARK, T: 949-679-0090 A 07 SUITE 100 350 FISCHER AVENUE 350 FISCHER AVENUE FORWARD PLANNER Na aesea /t9/t4 F: 9a9-679-009i GRADING PLAN 7 o THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE IRVINE,CA 92606 a 49 DISCOVERY, SUITE 250 E.P.Y/w1A * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND BENCHMARK: COSTA MESA, CA 92626 COSTA MESA, CA 92626 IRVINE, CA 92618 MARK DESCRIPTION BY APPR. DATE ffA ccvc \P THE lE W5,AND MIT CAN BE ISSUED. RNkRSIOE BENCHMARK N0.fRA£-3 70.E EV.T279.829. BRASS DISC IN CONCRETE POST 72'NORTI OFT TRACT NO. 31920-8 FILE N0. o_ PH: 714-668-5600 PH: 714-668-5600 ? gyp\\toy`' INIERSECRON OF CORYDON STREET AND MISSION TRAIL 27'FAST OF THE CENTERLNE OF MISSION TRAIL PH: (949)236-5167 DESGNED BY: WMC DRAWN BY: WMC BASIS OF BEARING LOT 1-17 22-59 www.solworksine.can 23 CENTERLINE OF CEREAL STREET,BEING N5752'48 W,BETWEEN MONUMENTS 3 AND 4,BEING THE CENTERLINE CHECKED BY: S.'MESON PROJECT MANAGER:S.WILSON WALTER E.ALLISON RCE 45448 CITY ENGINEER DA INTERSECTIONS OF CEREAL STREET AND STONEMAN STREET AND CEREAL STREET AND CORYDON STREET. SEE SHEET 3 _ EEN 17 �^ 1 it�-I 1 g o AND - -Om - - - - F - - - 7 66.9 RIM Tj ovo H, u$ n oao 2I3 65. RIM 53.83 INV '�`O �d ^SD "� Mi� t� �D Mi 55.8 INV / I ----\ ._----_I'-►..__,�_ hi 'H'^$ ,p� o Hi ^3 � 'ti•fyro+3 ,o hb m I I o -- ���1:2- t o P.D.E �- x � ' iU I CONSTRUCTION NOTES C I i I 0. }m �} i I + O W O o_\ \ 1 CONSTRUCT 4"HARDSCAPE y 1 I I CONSTRUCT 4'PCC DRIVEWAY I II GL=68.27 } 4" I It8o 66.79 4 6.09 OF GL=6797 ' o-CONSTRUCT WALL DRAIN PER DETAIL'E'ON SHEET 2 } s 68.44 FF 34 66.70 ae l3F� 0.5 6766 FS s 1 I I NOTE:CONSTRUCT RESIDENTIAL DRIVEWAY PER SEPARATE IMPROVEMENT PLAN I _ L 68.44 FS FL 68.04 FS ODE �' 68.01 FS 6 - 66 55 67 01 FS I I I I. O D C'1 I 6GFF 4 II l 8.14 ae F�'- 68.27 FF t t t NOTE:NO FIXTURES ARE LOCATED BELOW THE NEAREST C 1� 68_47,FF/ 68.14 I UPSTREAM SEWER MANHOLE AND NO BACKWATER 4' 67.77 MODE 8.14 FS VALVES ARE REQUIRED. 1 V1 O D E o FF=68.77 L=_- I FF=68.47 GFF= i BQ PAD-68.159 PAD=67.8 679 57 FF=68.27 1A o I 0.3- 3A 58 07 PAD=sus m LEGEND I 1----- OF 0.1 2B DF o i m 6FL 6FL9 67.114 6Z14 FL -� 8FL4 Z v FL g i m T EXISTING WALL I I s 58.07' --,-- FL wj q I m SEE SEPARATE WALL PLAN I I ( --- - __ - 1% 6-80 g �/ 6T 30 1 m MASTER DEVELOPER INSTALLED WALL _ 56.00 - -- - _ _ w i% FL P 5'- --- 55.00' - --- * 8 P �F't�;r$ *FG 67.50 FG} MFG �} L m &FENCE-SEE MASTER DEVELOPER ♦4/ ( �'a* 1�° `�k 7t.9 66.65' __ ___ ♦r \ ♦� FL/HP \ ♦/7 LANDSCAPE PLANS 92.o N I I. r I 15p 1 71.6 68.1 ----- 68.1 6Z8 Zs �- 60.00'-- - TUBE FENCE ON TOP OF CMU WALL 55.02 T0.4 l 55.00' 69. 69.9 55.00' 69.9 63.52' 69. I �- SEE SEPARATE WALL PLAN 72.20 A i �� t�` \ �° 1% kf I 7 FG �F66 w FG FG 6FG FG -�.. J1.20 N. I e 4 $ 69 k i 69.60 $ k k_ t I WOODL FENCE /-'�---- „ I �` � f 'c` .50 "f .\�" HP ( $ f � 69.60 l� t ...... SEE SEPARATE WALL PLAN �. P' 1♦�k 5� \�,t 70.99 I 1X ( , rn w e ` -- I I MASONRY WALL 71.83 N} : . Sc ti°�a �FF`s FL �`} I �". FL 1• 9 <v - I t I SEE SEPARATE WALL PLAN --Fl------ --- ( ,tom 1♦. ,� i 89.89 N� I �} a .L w� 69.08 69.08 v 69.L FL FL 6FL �� - 6FL I L DEEPENED FOOTING(LENGTH PER PLAN) I I 7L83 I �Q DES 52 70.66 FL j w 50 k1 2C FF=7217 ssL i FF 732.5 ^ \ 01 E x �2A 56 �-o RETAINING WALL PAD=71.5 I Ij 53 FL I + I I SEE SEPARATE WALL PLOW 1 A PAD=72.5 _ � GFf 1 1�167704 GFF= oe ly PAD=69.8 54 FF=70.57 Gam- 1C PAD=69.9 i y �C 72.8a �\ °� I^ 72.17 FF 1 B ^ FF=70.47 I PAD=69.9 FF=70.57 I 0 3'x7'CONCRETE PAD 4 k - o �, •\ �71.5 6 71.84 F5 6"• GFF= 'j, 70,74 70.24 7317 FF 71.45 10 f 1 71.67 f �P 4 70.64 FS �70.47 FF 6 2- 4" B -_ 71.74 FS l 69.97 FS 1117 FF I. 72,84 FL 6 4' GFF1 70.14 fS Gff 70.07 FS 69.97 FS t I I 70.55 a 71.41 FS � 71.07 FF 69.20 70.14 69.57 6 a=72.67 ' FL 70.11 70.7a Fs FL ?014 a' x =� �\� 0 8 59.98 FS FS 70.57 FF 68.42 1-1-F5 0l I 7 1 �oQ.-FL \ .. �. .�/ o 'OU = 69.65 FS - 02 7274 - /' r ',� �� ° - 69.37 68.58 6 ! 70.2 FS 70.07 ^I6 i I �--�I / w L, 1 FL ae gal 68.43 FS ...�Z ....�� \ � 'vl'v \ .,\ - �' 2 1'e `�1 ' I• = 68.70 6�95 a=69.40 2 o FL 11; 1 3.2% 928� I O qe °1 i 7213 3.7% 699 '�` ^�n 1�e o ��L? a h �� _ i \ !c x d• ayal 3�iX j1 o �y t t ,9v9 _. „o-, 1 g, t lJ 27X ;`- _ I- O o F '-- - - - y _, r - Pu.E 4.5}1" '^ 725 .102.OD.' 1.3X U.-I?X-. 6. g ^ o a N $ o I CIO) RNI FG ��- 27% '� O h v1 O UPS EAM a °o° 4ty* u`o II .'a' y " um u v. I WN S TOP OF SEWERI MANHOLE 3 11 ^ 3 ._ 3. 1 o L 1�5 3 13 EW F MA.cn SLOPE m I ♦� 3 E.1 RIM �- - -� - _ - -(�� - - ° - 6670t(f� 1. EX.ST.TEMPORARY BERM F -� / 9 INV -1.00%j� Ey a"� o+u Ems ^+ n E o" u .y PAD w� 3 '(ni 3g1i �'^3 '12 ^3 •� 3 3 ���n 3�1i � I- 71.41 } / �,,tt,,,, � 3 a FL I a=7267 (}Ci�:/ 1� �� N _ N N 2% /. Imo`=- 1} �aa 71.161 FL ! ,A c>,ei• I^� RETAINING YARD WALL i } h $ 2•' 1 o d I / I g _ I S o Y °d" o I k} 7274 F5 ��e V ^ 2 8 �� 7 33% Q •" kTI O 1 8 R'a w 2 •w, s°j/ 1 8 �s $ 1 } I 0 ' 1.4'% �+ Imo. GL-T1.67 r �} t D.6 Ix 73.17 FF loss } -- - z SECTION B-B 6 GFF= 71.94 Fs L= 1h k a=ss.ao a'}� 72.84 FS 72.84 F1' 70.37_ 4 a=71.17 }� I� m} GL=69.07 6Z74 67.12 71.61 FS t 6.59 69.29 68.82 68.23 FL I t Ti24F5 FL FL OF FL FL I 67L FL N 6•e FF 73.17 70.36 Fl- " 69.67 PAD=72.5 fL 6 A 70.Q¢ 70.60 FS s .0 69.64 FS FL I \ GL=68.47 in f I GL=71.57 6 ��7 FS a=70.17 69.14 FS 67.25 I 49 \71.64 FS I' I 69.21 F5 I,, I' 68.54 f5 II 72.37 FF 4 ac 72.07 FF - 70.91 FS g 70.24 FS 6 �. 68.81 FS I 6Z87 FS GFF- I' ae 70.67 FF _ I I: 2B 0 I ,� 71.04 FS II 72.04 se 71.74 FS 70.97 FS GFF= I (I^ 70 77 FS GFF= 69.57 FS 70.34 FS ( I I GFF = I--<! 68.97 FF FF=72.37 - 70.21. © 71.34 a 7. 70.77 68.95 0.07 FF 69.57 GFF 69.57 FF I i 4" 68.64 FS = PAD=71.7 4 FL 71.67 4- .4' 69.74 FS 69.24 n 69.24 FS - 71.99 71s7 Q.a FF=71.67 77•34 FS FF=71.27 �� AD=6 . } FF=68.97 6a FL 48 4] GFF PAD=71 I lO PAD=70.6 ,IF= 4�} PAD=69. e� PAD 668 9�=== I � 71.74 45 7o 34 FF=70.67 PAD=68.3 _ iX �" ! SA ! 1 C FF=72.07 46 PAD=70.0 1 A 43 42 I 4 712o PAD=71.4 I 3B I., 2C SA 71.19 70.86 ��� I szs4 \ ♦iy I FL i ', F1' 70.59 70.09 69.79 I 69.34 66.74 I 68.24 I 67.64 _ \. 70.89 FL 70.18 70.49 FL 69.34 FL 68.74, a FL 6814 FL N� FL ., FL " FL `� FL w FL w o I FL j FL f >os I 7;:4a 1$ � ...+ � � I� !.� �' w � I� - � �� 71.10 -70:70 �\ 70.30- .1% r+ /�\ �� I i\ I 68.60 7% fL/HP 8 .. 69.70 i% w 69.10 1% fH 72.6 I♦y, '� ♦q,, HP g 'r ♦q,, 3 ♦q,, P $ ♦q,, HP g $ ♦ HP z` ♦q,, P •? ♦°l• $ -r ♦q,, \ l l l FI/HP / / � I / 71.7 71.7 71.4 71.4 71.0 71.0 70.6 70.6 70.0 70m.0\ 69.4 69.4 ( 68.9 68.9 68.3 68.3 6 69.69' FG FO 55.00, ,V , FO 55.00' FG FG 55.00, FG FO 55.00, ti FG 55.00' \ FG 55.00' FG fG 55.�� FG 1 GRAPHIC SCALE m \ -- ------------------------------------------------------ ---.--__----_--__----------------------------- -____---- za o To 20 a eo -_--.-_--------------------- °� � ------.-- (IN FEET) - 3 - -.---------.__- 1 inch= 20 ft M O ENGINEERING GEOLOGIST SORSENGINEER OWNER REVISIONS: PREPARED UNDER SUPERVISION OF: sC/aE W►LSON MIKAMI CITY OF LAKE ELSINORE PR0IESSIq SOILWORKS, INC. SOILWORKS, INC. CRAIG MORASS �o♦t r r,� C O R PO RATIO N o o SCOTT M.WILSON DATE W PRECISE GRADING PLAN SHEET 5 3 RYLAND HOMES v DATE: 9 CORPORATE PARK, T: 949-679-0090 EARTH SCIENCES GROUP EARTH SCIENCES GROUP ftCE NO.4986a EXP. 9-30 16 07 F: 949-679-0091 350 FlSCHER AVENUE 350 FISCHER AVENUE FORWARD PLANNER N, 4eeaa /1s/ta SUITE too GRADING PLAN 7 o THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE IRVINE,CA 92606 Q COSTA MESA, CA 92626 COSTA MESA, CA 92626 49 DISCOVERY, SUITE 250 * E„p,ormite APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND BENCHMARK: IRVINE, CA 92618 MARK OESdiRRON BY APPR. DATE flq THE STATE WS,AND PERMIT CAN BE ISSUED. RIVERSIDE BENCHMARK N0.BM E-3 70.EIVY.1279.829. BRASS OISC IN CONCRETE POST 72'NORM OF Y TRACT NO. 31920-8 RLE NO. o_ PH: 714 668-5600 PH: 714-668-5600 7F x � INTERSECnDN OF CORYDON STREET AND MISSION TRAIL27'EAST OF HE CE'NiFRUNE OF MSS ON 7ROH CC PH: (949) 236-5167 DESIGNED BY: WMC DRAWN BY: WMC I BASIS OF BEARING: LOT 1-17 ZZ-J9 WWW.3011WOTI(SIDC.COITI CENTERLINE OF CEREAL STREET,BEING N5752'48'W,BETWEEN MONUMENTS 3 AND 4,BEING THE CENIERLY€ , iiP CHECKED BY: S.WILSON PROJECT MANAGER:S.WILSON -WAL R E. SON RCE 45448 CITY ENgNEER DA IMERSEU2 GF CEREAL STREET AND STONEMAN STREET AND CEREAL STREET AND CORYDON \ 9 _ - -- Q t 65. Io - e n- 55.91 / / / INV tS .'• i m �� � ,p\\ g5• .. OF- \ -•\ ^ t P.O . 6k \• R 655� �� �/ \\ \ \ '9� \\\\ \\ / '3 s$ a° a 1 cL=sz13 I °s5.82 Ai � 6Fs s e `1 FFP0,61` �p9 �oti��r' s6.42/ ' (F� - ss.71 p L �} ' t T(I I. FL ; F p' F 7.07 FS - s sss7 68.04 Fs gg T I E i I FL 6771 FS GL=6717 '6�66 FS I I I \1 �\ / -t �"�• \\ \ \ \ \ _\ 6.01 FS I T t 6 47 FF GFF= FL 67.67 FF661 Np 68.27 FF �' T T I 1 6 0 0 o \ \ \ \ n 4" 6777 S f• .14 FS -6. 67.30 67.17 4' S' FF'>F) `$ `Sj ' \\ \ \ IGFF= \57 T 27 2CPAD=678 FF=667.767 PAD= .076 \ \ \\ \\ \\ \\ \ Ill i 0.7 Ill FL I Z 10'I 67.29 66.98 66.34 66.34 7C I FL e� FL x+ _i � I Ill I j \ _ 76 m , s75o 1x w�� tR ss.7o �} 0 670FG 6.0 673 \ Ill f i 67.0 , 3424, 66.70 fi76- I M I 67.8 67.8 I 23.DOFG h c 7.00' FG ; I T FG 60.00' FG -�- -_55.00'---_- 223.0' �.` L=Y�.�� 2' 6 67.7 60.00' 67.7 67.5 55.00' 675 67.3 'o FG ( I 6710 FG } - 6FL w 6 / CONSTRUCTION NOTES I- 69.60 1L �6740 g -`/ �"--; 66.90 & >� `k' / \\ W �lt y &CONSTRUCT 4°FWRDSCAPE I6719 66.88 L F-L66.88 30 I i 1 cs j� \ (�--CONSTRUCT 4"PCC DRIVEWAY - 69.24 I 66.54 N� 66.54 2A I ' 6y s T \�" / \ \\\ \\ \ \ �(�6 -CONSTRUCT WALL DRAIN PER DETAIL"E'ON SHEET 2 VJ"JJJJJJ }}{���FLFI"` FL FF=6767 s . sso ....\\ \ \ \ \ 5: 28 1 PAD=67.0 W I I °' T T 27 � � + 29 6767 FF I^ � �a �ss ti' � \ \ \ \\ \NOTE:CONSTRUCT RESIDENTIAL DRIVEWAY PER SEPARATE IMPROVEMENT PLAN I o FF=68.3 3C 2C I GFF= 6Z34 FS ae ^ °> _ I I. I I FF=67.87 1 B s724 s5.90 s Ir �l W -70.57 : I I I - PAD=677 FF=68.17 n 1 �s NOTE:NO FIXTURES ARE LOCATED BELOW THE NEAREST `l PAD=672 GFF= 754 67.24 FS FL ° \ \ VALVES ARE REQUIRED. ID=69.9 I I I I PAD=675 I j yh• \ � \ \ \ UPSTREAM SEWER MANHOLE AND NO BACKWATER a....°� sa 17 FF. o-g s6s1 Fs �o v v v tf.' I B I _ GFF= a 6784 FS a" 65.82 _ /1\�' ro f: / Q \ \ f I ( 68.37 FF ° 68.04 6784 6 67.87 FF \ \ 69.97 FS I - - T (•- 66.7 4° 67.44 FS 6754 FS 68.97 FS I I I --- 66.16 .I l 6770 FS FL N. 66.77 FSl FL 6 I 6 6737 Fs 677#FS \ 66.37 67a1 FS 66F.L4 4 Ka � :� \ •,�"�a^" 'w c^ _v \ LEGEND FL 13 4 EXISTING WALL j1 \ 1 !o •,'�\8 N Q 2.ix / 1 3.,3� O K ^e " ^� 3% � 3A 2$ I ��\ \ \ \\ � SEE SEPARATE WALL PLAN ry i� �� j: 1• 1 N� ^+ '- _ �. fF=6767 •��' I \ \ \ \\ \ MASTER DEVELOPER INSTALLED WALL 4 2 �2 + ,o ----� QU.E s_ - 6 o I \ \� \\ \ \ rrrrrTn-*l &FENCE-SEE MASTER DEVELOPER --- -- ?tool_ 35.DD --g-F �� W= 4 l '1� o v P�=67,0 i v i \ LANDSCAPE PLANS I 2 a .74 U.6$ i+'>J• "� :k I a\ \\ \ \ �� TUBE FENCE ON TOP OF CMU WALL .' `�'• o °' o a N �` o �' y'f B 7\ \ SEE SEPARATE WALL PLAN ' .85' �^ WN STREAM EYv a {y u '" q o Ev 8 - ...... WOOOL FENCE 3 E R MANHOLE 14 3 ^ 3 LINKS 15 3 UP TMAN 2 I \ SEE SEPARATE WALL PLAN _ 0 _ 6.5 RIM - - _ -(EXl41NCLSTREEF - _ � SEW6.9 RIM OL 7 ���... ,. -�._-_��.-.-__... I �..\ 1 \ \ 6.70 INV -0.50$ N - _ 0 5.13 INV ';}� r \ dam.._ I \ \, \ \\ ���MASONRY WALL on �o,+ gN N o �o o 'd„� o ,� o ,� Y �.. 7p6 I \ \1� \ \ SEE SEPARATE WALL PLAN ,a o DEEPENED FOOTING(LENGTH PER PLAN) 1 6 it cn iu �: 1 RETAINING WALL W__ SEE SEPARATE ALL _ -------- - 3 - ec I a _P.U.E.I - --- -- �`� 5 --- m et \ ; \ �� 1\I \II 0 3'x7'CONCRETE PAD P(AN �. i` -o} k at it G }^ \ T �2 �� s"A iZ74 67.12 GL=68.07 ^} 66.59 66.28 �} 65.67 = 6526 \, g5- G 3 1' 1 FL FL FL FL 66.13 FL 65.68 a 6b.99 FL - k 1 G GL=68.47 6 7 6 6777 FS FL s FL FL 6.24 6725 a 66.95 67.10 FS 6 66.-Q 6724 FS 66.91 FS :q 66.06 6•65 q�6' / O6• i 1 1 68.14 FS-'�°� F Gt=67.47 FL A 67.17 FS I 6 6787 FS �68.97 FF 6781 FS 6 I 6. 67.97 FF 66.34 FS 6767 FF- 7 FF 4" 68.64 FS w 68.14 FF 6764 FS 6ZI7 GFF I GFF= .q 68.57 FF 6794 FS 6777 _ 67.54 FS q" 6 6767 FF GFF= L_7_67 FF_ 66.67 2 67.34 FS �0 61' 111 I 1 FS GFF= 68.24 68.24 FS ,J I 66.87 FS• FF=67676734 FS 67.17 6734fS FF=67.67 = I I �6893 68.64 FF=68.57 39 FF=68.27 GFF I PAD=670 P D6670 I PAD=670 6y� 41 �� PAD=67.9 �AD=s7s s76a FF=6797 38 35 66.49 40 3C PAD=67.3 1A 3 66.18 36 ss_gs FL 1 1B 2B F< F 2C �+ / L 3B > - r r_ 15� 2.3 67.64 6764 2A 0 66.78 i tiO / r 249I � 67.09 \ 66.49 66.16 > I 67.08 67.39 N j'• 66.64 FL 0 66.18 FL . m v FL FL N j FL n+ FL ` u _ .. FL N _ .. I ix 68.00 '� _ g 6730 1 �"1A.. ... $ 1 E �--�--�% i 1�-'--- 1$ ...66.70 " // 67.0 �\ IFVHP g >�\ $ - r�\ 6700 fx $\ q, ss.7o r� , ss.7o }\ 1' P �' ---- FG i �'1y ,�� 1% 6760 HP HP �/ FVHP. g �- 68.9 68.3 68.3 67.9 HP 67.9 676 676 673 673 670 •670 67.0 Fl/HP 67.0 67.0 127.25' � � 55.00' FG FG 55. � � 55.00' FG FG 55.00' � FG 55.20' FG -�---55.51------;--- ----------- ----------------------------------- ----------- GRAPHIC`SCALE ----- - - _ m o io w a eo v� - ----- _---" -- 3 ---_____- .- --_.___--- -- -__-_--------- 1 inch= 20 [t. I O a ENGINEERING GEOLOGIST SOILS ENGINEER OWNER REVISIONS: PREPARED UNDER SUPERVISION OF: SCALE WI LSON MI KAMI CITY OF LAKE ELSINORE � QRpFESSlO,y� ��7 SOILWORKS, INC. SOILWORKS, INC. CRAIG MORAES ��o��r►7 �d CORPORATION �f SCOTT M.WILSON DATE PRECISE GRADING PLAN SHEET 6 3 RYLAND HOMES ;o o DATE: 9 CORPORATE PARK, T: 949-679-0090 EARTH SCIENCES GROUP EARTH SCIENCES GROUP y RCE No.as884 EXP. 9-30 16 07 F: 949-679-oo9t OF 7 FORWARD PLANNER /79/14 SUITE too GRADING PLAN 0 350 FlSCHER AVENUE 350 FlSCHER AVENUE NO'4°� THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE IRVINE,CA 92606 Q COSTA MESA, CA 92626 COSTA MESA, CA 92626 49 DISCOVERY, SUITE 250 * Exp.Y/JOrtE * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND BENCHMARK: _ Ay IRVINE, CA 92618 MARK DESCRIPTION BY APPR. DATE 'fJ•V� crvTL \F THE STATE WS,AND P MIT CAN BE ISSUED. MERE C710N OF ORYDON STREET AND MISSION 1RAIIL 27'FAST OF THE CENIER79.829. BRASS DISC IN E NE OF MISSION TRAIL 72'NORTH r TRACT NO. 3192C0-8 FILE NO. o_ PH: 714-668-5600 PH: 714-668-5600 OF CAL\F IWES C BEARING: LOT 1-1� ZZ-J9 PH: (949) 236-5167 DESIGNED BY: WMC DRAWN BY: WMC 23 www.soilworksinc.com CENTERLINE OF CEREAL STREET,BEING N5T52'48"N,BE WEEN MONUMENTS 3 AND 4,BEING THE CENIERLRE f N CHECKED BY: S.WILSON PROJECT MANAGER:S.WLSON WALTER E.AWSON RCE 4 448 CITY ENGINEER DA INTERSECTIONS OF CEREAL STREET AND STONEMAN STREET AND CEREAL STREET AND CORYOON STREET. PLACE A LAYER OF FILTER FABRIC(MIRAFl SIDE OPENING CATCH BWN 14ONC)OVER THE C.B. OPENINGS AND ANCHOR WITH GRAVEL 84GS GRAVEL BAGS(TYP.) 7 .TYP ( MIN. 5"THK. 2 BAGS (MIN.) I GRAVEL anGS (TYP.) s R s SEC"A A ----- — D TYP. CATCH BASIN INLET SEDIMENT TRAP \ ) NOT TO SCALE Wic 10 ® \ SAND BAG(i WIDE x 2 HIGH) BURY BAG 1/2 BAG HEIGHT FLOW ...� - STAGGER BAGS k SEEN - - - - - \ GRAVEL BAGS Q WIDE X 2 HIGH) G\ NOT TO SCALE -A FlIF A $ t � --- --- \ I sz w I � - an IF [w A V A A\ 1 10 \ LINKS - ( .) LEGEND -ccX3cDcRava ants i I 1 I I I I CONSTRUCTION NOTES ve x va se �vt oz L a 191 lip - III ""—INSTALL INSTALL SINGLE GRAVELBAG ROW PER DETAIL'G"HEREON INSTALL SINGLE GRAVELBAG ROW PER DETAIL"D"HEREON I I � DIAMOND DFdVE _ _ ----- - _ IGRAPHIC SCALE 1 w o u so °ao 7ao IN FM) N L;.."n= 60 rc rn 9e 1 � q,/q(y AV 12fi7/ly 0 ENGINEERING GEOLOGIST SOILS ENGINEER OWNER REVISIONS: PREPARED UNDER SUPERVISION OF: SCALE: WILSON MIKAMI CITY OF LAKE ELSINORE a eROTEssI °� SOILWORKS, INC. SOILWORKS, INC. CRAIG MORAES ���1 r► W CORPORATION SHEET 7 v� SCOTT M.WILSON DATE 3 RYLAND HOMES ;y o? RCE NO.49884 EXP. 9-30-16 DATE' 9 CORPORATE PARK, T: 949-679-0090 � EARTH SCIENCES GROUP EARTH SCIENCES GROUP �h =� SUITE 100 350 FlSCHER AVENUE 350 FlSCHER AVENUE FORWARD PLANNER N, F: 949-679-0091 OF o THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE IRVINE,CA 92606 EROSION CONTROL PLAN 49 DISCOVERY, SUITE 250 cx,°�'°�'" 'F APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND BENCHMARK. COSTA MESA, CA 92626 COSTA MESA, CA 92626 / IRVINE, CA 92618 NARK DESCRIPRON BY APPR. Th11E ✓j avc d RIVERSIDE BENCHMARK N0.BM E-3-70.ELEV. TRAL 9. BRASS DISC IN CONCRETE POST 72'NORTH OFT TRACT NO. 31920-8 FILE N0. o PH: 714-668-5600 PH: 714-668-5600 9/F THE STATE LAWS,AND P MIT CAN BE ISSUED. INTERSECTIONBAIOF of CORYIXIN$IRIJ;1'AND MlsvoN TRAIL 27'FAST OF 7HE CENTERLNE of MISSION TRAIL PH: (949)236-5167 DESIGNED BY: WMC DRAWN BY: MC Cps\F BASIS U BEARING WWW.SOIIWOTI(SIfIC.COTfI CENTERLINES CEREAL STREET,BEING SMEM N S BETWEEN MONUMENTS E AND 4.BEING THE RENIERLRff �, CHECKED BY: S.'MESON PROJECT MANAGER:S.WILSON WALTER E.ALUSON CE 45448 CITY ENGINEER DATEINTEISEcnorvs OF CEREAL STREET AND SR#IEWW STREET AND CEREAL STREET AND CORYDON STREET.