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HomeMy WebLinkAboutTR 31920-8 PGP PLAN NO 15-183 to 15-189 CPADIINrl PRECISE GRADING PLAN 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF LAKE ELSINORE ORDINANCES N0.801 AND 882 AND APPLICABLE STANDARDS AND SPECIFICATIONS AND THE LATEST EDITION i• �M� OF THE U.B.C.,APPENDIX CHAPTER 33. 2. A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT,CITY OF LAKE ELSINORE, - FOR PRIOR TO ANY OPERATION227-200 MODEL COMPLEX AND BUILD-OUT 3. THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND U.S.A ALERT(1-800-227-2600)48 HOURS PRIOR TO GRADING. �ZA'O,gO 4 OF BEGINNING CTOGRADING OPERATIONS.CITY ENGINEERING DEPARTMENT AT LEAST 24 HOURS IN ADVANCE LA ES DRIVE COON. ROAD 5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER. LOTS 60-64 AND 18-21 OF TRACT NO. 31920-8 - HEMLOCK STREET 6. CUT SLOPES SWILL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE APPROVED, AND SHALL BE SHOWN ON THE PLAN. - o 7. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE CITY OF LAKE ELSINORE _ LAG42�� APPROVED,SHALL BE SHOWN ON PLAN,AND SHALL NOT HAVE LESS THAN 90%RELATIVE COMPACTION - OUT TO THE FINISHED SURFACE.8. FILLS SHALL BE COMPACTED THROUGHOUT TO 90%DENSITY AS DETERMINED BY THE MODIFIED FIVE-LAYER COUNTY OF RIVE RSIDE A.S.T.M.D-1557-91 TEST METHOD. 9. FILL AREAS SWILL BE CLEANED OF ALL VEGETATION AND DEBRIS,SCARIFIED,AND INSPECTED BY THE - STATE OI- CALIFORNIA�"'1 !'1 / / GRADING INSPECTOR AND APPROVED SOILS TESTING AGENCY PRIOR TO THE PLACING OF PILL NPD� STORM WAITER POLLLMON NOTE$ OLIVE ST. 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 IMPLEMENTATION AND MAINTENANCE OF THE SWPPP-APPROVED, PRE-QUALIFIED BMP'S FROM THE GROUND IS APPROVED BY THE SOILS ENGINEER. CALIFORNIA STORM WATER QUALITY ASSOCIATION (CASQA)HANDBOOK 1 WEBSITE FOR CONSTRUCTION TO RETAIN SEDIMENTS FROM AREAS DISTURBED ONSITE TO THE MAXIMUM 11. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/T PER FOOT EXTENT PRACTICABLE. THE EROSION CONTROL MEASURES INCLUDE THOSE SHOWN ON THIS PLAN AND APPLICABLE SWPPP AS WELL AS ANY ADDITIONAL EROSION CONTROL FOR A MINIMUM OF 3',THEN 1%(MINIMUM)TO FLOWUNE OF EARTH SWALE. MEASURES (E.G., HYDROSEEDING , MULCHING OF STRAW, GRAVEL-BAGGING , DIVERSION DITCHES, RETENTION BASINS, ETC.) DICTATED BY FIELD CONDITIONS TO PREVENT 12. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%IF CUT OR FILL SLOPE IS LESS EROSION AND/OR THE INTRODUCTION OF DIRT, MUD OR DEBRIS INTO EXISTING PUBLIC STREETS AND/OR ONTO ADJACENT PROPERTIES DURING ANY PHASE OF CONSTRUCTION LEMON STREET THAN 10',AND 2%IF CUT OR FILL IS GREATER THAN 10'. DRAINAGE SWALES SHALL BE A MINIMUM OF OPERATIONS. PROJECT 0.5'DEEP AND CONSTRUCTED A MINIMUM OF T FROM THE TOP OF CUT OR FILL SLOPES. 2. STORM WATER POLLUTION PREVENTION PLAN (SWPPP) SHALL BE KEPT ON-SITE AND MADE AVAILABLE UPON REQUEST OF A REPRESENTA71V E OF THE REGIONAL WATER SITE 13. PROVIDE 5'WIDE BY 1'HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5'HIGH. QUALITY CONTROL BOARD(RWQCB)-SANTA ANA REGION AND/OR THE CITY OF LAKE ELSINORE. EXPORT DISPOSAL 3. CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT AN ANTICIPATED STORM DOES NOT CARRY WASTES OR POLLUTANTS OFF THE SITE. DISCHARGES OF LOCATION TRACT 31920-17 14. PROVIDE A BROW DITCH,DESIGNED TO HANDLE 100 YEAR STORM FLOWS ALONG THE TOP OF CUT SLOPES. MATERIAL OTHER THAN STORM WATER (NON-STORM WATER) ARE PROHIBITED EXCEPT AS AUTHORIZED BY AN INDIVIDUAL NPDES PERMIT UNDER THE STATEWIDE GENERAL LE<gM AND ABBREVWTIOW PERMIT-CONSTRUCTION ACTIVITY. VICINITY MAP 15. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 4. POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO: SOLID OR LIQUID CHEMICAL SPILLS; WASTES FROM PAINTS, STAINS, SEALANTS , SOLVENTS , DETERGENTS, 16. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER,TO SUPERVISE GRADING AND PROVIDE A- GLUES,LIME,PESTICIDES,HERBICIDES,FERTILIZERS, WOOD PRESERVATIVES,AND ASBESTOS FIBERS, PAINT FLAKES OR STUCCO FRAGMENTS; FUELS, OILS LUBRICANTS, AND NOT TO SCALE FINAL SOILS REPORT WHICH INCLUDES FOUNDATION REQUIREMENTS(SUBDIVISIONS)AND EXPANSIVE HYDRAULIC RADIATOR OR BATTERY FLUIDS ; CONCRETE AND RELATED CUTTING OR CURING RESIDUES; FLOATABLE WASTES ; WASTES FROM ENGINE/EQUIPMENT STEAM TRACT BOUNDARY CHARACTERISTICS OF THE SOIL. CLEANING OR CHEMICAL DEGREASING; WASTES FROM STREET CLEANING; AND SUPER-CHLORINATED POTABLE WATER FROM LINE FLUSHING AND TESTING. DURING CONSTRUCTION, DISPOSAL OF SUCH MATERIALS SHOULD OCCUR IN A SPECIFIED AND CONTROL I.ED TEMPORARY AREA ON-SITE PHYSICALLY SEPARATED FROM POTENTIAL STORM WATER RUNOFF, - --- RIGHT OF WAY 17. GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL COMPACTION REPORT BY A WITH ULTIMATE DISPOSAL IN ACCORDANCE WITH LOCAL,STATE AND FEDERAL REQUIREMENTS. SOILS ENGINEER SHALL BE SUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENTS PRIOR TO 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 LOT LIME ISSUANCE OF BUILDING PERMITS. -DRAIN SYSTEM. 6. APPROPRIATE BMPS FOR CONSTRUCTION-RELATED MATERIALS, WASTES, SPILLS OR RESIDUES SHALL BE IMPLEMENTED TO ELIMINATE OR REDUCE TRANSPORT FROM THE 18. THE GEOTECHNICAL REPORT DATED 10/21/14 PREPARED BY SOILWORK$ SITE TO STREETS, DRAINAGE FACILITIES,OR ADJOINING PROPERTIES BY WIND OR RUNOFF. -R - HR- RIDGE UNE BE CONSIDERED A PART OF THIS GRADING PLAN AND SHALL E COMPLIED WITH. 7. MATERIAL STORAGE AND STAGING AREAS SHALL BE ESTABLISHED.FUEL TANK, PORTABLE TOILETS,UQUIDS,GELS AND POWDERS SHALL HAVE SECONDARY CONTAINMENT AND BE STORED AWAY FROM ALL PRIVATE I PUBLIC STORM WATER CONVEYANCE SYSTEMS, SIDEWALKS, RIGHTS-OF-WAYS AND FLOW-ONES. _G - CONTROL LINE 19. A REGISTERED CIVIL ENGINEER OR UCENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING 8. ALL PORTABLE MIXERS SHALL HAVE PLASTIC LINERS UNDERNEATH WITH GRAVEL BAGS PLACES ON THE DOWN-HILL SIDE OF THE LINERS TO CONTAIN DISCHARGES. PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED,THE ELEVATION(WITH RESPECT TO MEAN 9. CONTROLLED STREET WASHING WILL ONLY BE ALLOWED PRIOR TO THE APPLICATION OF ASPHALT SEAL COATS AND ONLY WHEN ALL PERTINENT DRAINAGE INLETS ARE _1250- _ SEA LEVEL)SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS PROTECTED. - REQUIRED,THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 10. ALL CONSTRUCTION CONTACTORS AND SUBCONTRACTOR PERSONNEL ARE TO BE MADE AWARE OF THE REQUIRED BMPS AND GOOD HOUSEKEEPING MEASURES FOR THE -1250 EXISTING CONTOUR PRIVATE ENGINEER'S NOTICE TO CONTRACTOR 20. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY PROJECT SITE AND ANY ASSOCIATED CONSTRUCTION STAGING AREAS. CONSTRUCTION/GRADING. 11. DISCHARGING CONTAMINATED GROUNDWATER PRODUCED BY DEWATERING GROUNDWATER THAT HAS INFILTRATED INTO THE CONSTRUCTION SITE IS PROHIBITED. DISCHARGING EXISTING POWER POLE THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURE SHOWN ON THESE NOW CONTAMINATED GROUNDWATER PRODUCED BY DEWATERING ACTIVITIES MAY REQUIRE A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT FROM 70 LOT NUMBER PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS.THESE LOCATIONS ARE APPROXIMATE 21. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED BY A SOILS ENGINEER THE REGIONAL WATER QUALITY CONTROL BOARD. - AND SHALL BE CONFIRMED BY THE CONTRACTOR,SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE TO THE BUILDING AND ENGINEERING DEPARTMENTS FOR CUT AND FILL SLOPES OVER 30'IN VERTICAL 12. STORM WATER RUNOFF SHALL NOT BE DIRECTED OVER ANY SLOPES WITHOUT PERMANENT DOWN DRAINS INSTALLED. EROSION AND SEDIMENT CONTROLS INCLUDING 3EIR _ P(AN TYPE IN ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENT.THE CONTRACTOR IS REQUIRED TO HEIGHT. MAINTENANCE ARE REQUIRED ON ALL EXPOSED SLOPES UNTIL SUFFICIENT PERMANENT LANDSCAPING HAS BEEN ESTABLISHED. 100%SLOPE PROTECTION MUST BE IN PLACE TO TARE DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY UNES SHOWN AND ANY OTHER UNES 22. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. PRIOR TO THE ISSUANCE OF THE FINAL CERTIFICATE OF OCCUPANCY. DAYLIGHT LINE NOT ON RECORD OR NOT SHOWN ON THESE PLANS,AND IS RESPONSIBLE FOR THE PROTECTION OF,AND 23. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED,IT MUSE BE CLEARED,KEYED 13. VEGETATION CLEARING AND BRUSHING ACTIVITIES SHALL NOT BE INITIATED DURING THE WET SEASON ON ANY SITES WHICH ARE NOT ADEQUATELY PROTECTED WITH ANY DAMAGE TO THESE LINES OR STRUCTURES. AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE DESILTING BASINS OR OTHER TEMPORARY DRAINAGE OR CONTROL MEASURES. GUTTY FLOW RATECONSTRUCTION CONTRACTOR AGREES HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE 14. STOCKPILES OF SOIL SHALL BE PROPERLY SECURED WITH BMP'S TO ELIMINATE OR REDUCE SEDIMENT TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL SLOPES GREATER THAN 5:1 ARE GRADED SWALE CONDITIONS DURING THE COURSE OF CONSTRUCTION THE PROJECT,INCLUDING SAFETY OF ALL WORKING REQUIRED TO BE KEYED AND BENCHED. ENGINEERED FILL SHOULD BE PLACED A MINIMUM OF 90 PERCENT OR ADJACENT PROPERTIES VIA RUNOFF, VEHICLE TRACKING, OR NAND.STOCKPILES INACTIVE,FOR A PERIOD OF 14 DAYS OR MORE SHALL BE COVERED; ACTIVE STOCKPILES AND PROPERTY,THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING RELATIVE COMPATION AS DETERMINED IN ACCORDANCE WITH D1557. .SHALL BE COVERED PRIOR TO A FORECASTED RAIN. --- STREET CENTERUNE HOURS,AND THAT THE CONTRACTOR SHALL DEFEND,INDEMNIFY AND HOLD THE OWNER AND ENGINEER 15. SPECIAL ATTENTION SHALL BE GIVEN TO PREPARATION AND INSTALLATION OF THE RAIN EVENT ACTION PLAN (REAP) AS REQUIRED BASED ON SITE RISK LEVEL.OR AS ___ FLOWLINE HARMLESS FROM ANY AND AL LIABILITY,REAL OR ALLEGED,IN CONNECTION WITH THE PERFORMANCE OF MANDATED BY.THE SANTA ANA REGIONAL BOARD NPDES PERMIT, GENERAL PERMIT-CONSTRUCTION ACTIVITIES. WORK ON THIS PROJECT,EXCEPTING FOR THE LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER 24. THE SOIL ENGINEER SHOULD INSPECT THE CONSTRUCTION THE FOLLOWING STAGES: 78 CONSTRUCTION NOTE A. UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BACKFlLL OF ALLUVIAL, 16. -AT THE END OF EACH DAY OF CONSTRUCTION ACTIVITY, ALL CONSTRUCTION DEBRIS AND WASTE MATERIALS SHALL BE COLLECTED AND PROPERLY DISPOSED OF IN OR THE ENGINEER. COLLUVIAL AND TERRACED AREAS AND ANY SUBSTRUCTURES. TRASH OR RECYCLE BINS. SAND BAG ROW B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION,BENCHING AND FILLING - 17. THIS SITE HAS OBTAINED A NATIONAL POLLUTION PREVENTION ELIMINATION SYSTEM(NPDES)PERMIT TO REGULATE MUNICIPAL AND INDUSTRIAL STORM WATER DISCHARGES. EARTH WORK OUAWiTTIE& OPERATIONS. NPDES WDID$8 33C370198 DATE WDID ISSUED: 07/09/14 C. DURING INSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER MATERIAL. 18. THE UNDERSIGNED CIVIL ENGINEER., A QUALIFIED QSP AND/OR QSD WILL REVIEW PLACEMENT OF EROSION CONTROL AND INSURE THAT WORK IS IN ACCORDANCE WITH THE EXISTING STORM DRAIN D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION. PER STREET IMPROVEMENT PLANS .EEC. 1,096 C.Y. APPRO LANK. - 1,096 C.Y. 0 C.Y. 1,096 C.Y. 25. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12' _ DEEPENED FOOTING (TO TRACT 31920-17 ON CENTER OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15'IN VERTICAL O SbTJ- �E"Rt�4g$�� 3 6A C HEIGHT,IN ADDITION TO GROUND COVER,SHALL BE PLATTED WITH APPROVED TREES,SHRUBS,OR TW TOP OF WALL(BLOCK WALL) SEE VICINITY MAP) COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT 10'ON CENTER;TREES,20'ON CENTER; TVF TOP OF VINYL FENCE NOTE ESTIMATED YOLIIAlrS FOR PERMIT PURPOSE,CONTACTOR SHALL COMBINATIONS, 15'ON CENTER. SLOPES OVER 3'IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION EON CONTROL NOTE$ SYSTEMS WITH BACKFLOW PREVENTION DEVCES PER UBC,CHAPTER 70. TIC TOP OF CURB DETERMINE HIS OWN QUANTITIES. 26. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT 1. ALL EROSION CONTROL PLANS SHALL BE IN ACCORDANCE WITH CITY OF LAKE ELSINORE ORDINANCE NOS. 529, 772, 802, 882, 1237, 1004, 1258, CONSTRUCTION SITE BEST FL FLOWUNE ELEV. ADJOINING PROPERTIES DURING THE GRADING PROJECT. MANAGEMENT PRACTICES(BMP'S), AND STANDARDS OUTLINED WITHIN THE LAKE ELSINORE DESIGN MANUAL TG TOP OF GRATE 2. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE FOR ANY DISCHARGES BY SUBCONTRACTORS. 27. APPROVED EROSION PREVENTATIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY 3. IN CASE OF EMERGENCY,CALL DOUG MAHER AT(619)933-3547(24-HOUR PHONE NUMBER). GB GRADE BREAK SHEET INDEX SEASON AND SHALL BE IN PLACE AT THE END OF EACH DAYS WORK. 4• DEVICES TO REDUCE EROSION DAMAGE SHALL NOT BE PLACED MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE DIRECTOR OF PUBLIC WORKS OR, IN AN EMERGENCY, BY THE FG FINISH GRADE 28, ALL WORK SWILL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS. PERSON RESPONSIBLE FOR GRADING OPERATIONS. LP LOW POINT SHEET DESCRIPTION 29. THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMITEE. 5. AREAS THAT ARE CLEARED AND GRADED SHALL BE LIMITED TO ONLY THE PORTION OF THE SITE THAT IS NECESSARY FOR CONSTRUCTION . THE CONSTRUCTION SITE SHALL BE MANAGED HP HIGH POINT TO MINIMIZE THE EXPOSURE TIME OF DISTURBED SOIL AREAS THROUGH PHASING AND SCHEDULING OF GRADING AND THE USE OF TEMPORARY AND PERMANENT SOIL STABILIZATION. 1 TITLE SHEET 30. AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIMES. 6. ONCE DISTURBED, GRADED SLOPES EXCEEDING A 3:1 RATIO'AND/OR TEN (10)FEET IN HEIGHT(TEMPORARY OR PERMANENT)SHALL BE STABILIZED IF THEY WILL NOT BE WORKED WITHIN 7 INV. INVERT OF PIPE . DAYS. DURING THE STORM SEASON, ALL SLOPES SHALL BE STABILIZED 24 HOURS PRIOR TO A PREDICTED STORM EVENT. CONSTRUCTION SITES SHALL BE REVEGETATED AS EARLY AS FS FINISH SURFACE 2 DETAIL SHEET 31, SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION OF GRADING FEASIBLE AFTER SOIL DISTURBANCE AND WITHIN 7-DAYS OF COMPLETION. FF FINISHED FLOOR 3 MODEL SITE PLAN OPERATION. 7. FILL SLOPES AT THE TRACT PERIMETER MUST DRAIN AWAY FROM THE TOP OF THE SLOPE AT THE CONCLUSION OF EACH.WORKING DAY. PE PAD ELEVATION 32. ALL SLOPES SHALL BE PLANTED D IRRIGATION FACILITIES SHALL BE PROVIDED FOR ALL SLOPES 8. THE CONTRACTOR SHALL BE RESPONSIBLE AND HAVE SIGNS POSTED ON THE SITE TO WARN AGAINST PUBLIC TRESPASS INTO AREAS WHERE WATER IS IMPOUNDED. AN 4 MODEL PRECISE GRADING IN EXCESS OF 3 FEET VERTICAL HEIGHT WITHIN 90 DAYS AFTER COMPLETION OF ROUGH GRADING AND SFWl BE 9. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER. GFF GARAGE FINISHED FLOOR IN ACCORDANCE WITH ORDINANCE NO.882 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 10. PLACEMENT OF DEVICES TO REDUCE.EROSION DAMAGE WITHIN THE DEVELOPMENT SHALL BE SHOWN ON THE APPROVED PLAN. GL GARAGE UP 5-6 BULD-OUT 33. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND 11. DESILTING FACILITIES AT ALL DRAINAGE INLETS FOR THE GRADED SITE SHALL BE DESIGNED FOR A TWENTY-FIVE (25)YEAR, SIX(6)HOUR STORM INTENSITY.THEY MUST BE DETAILED ON OF DEEPENED FOOTING DEPTH 7 EROSION CONTROL PLAN - BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY THE PLANS.DESIGN AND SPECIFIC RECOMMENDATIONS SHALL BE SUBMITTED FOR THE FOLLOWING FROM HIS OPERATIONS,WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. - a)DESILTING BASIN VOLUME BASED ON GRADIENT AND NATURE OF SOILS. SOM ENOMWS CERTIFICATE 34. THE DESIGNER ENGINEER SHAD.PROVIDE A MINIMUM OF ONE BLUE TOP PER FINISHED PAD,PRIOR TO b)THE EXTENT OF ALL GRADED AREAS AND IDENTIFICATION OF ANY TEMPORARY SOIL STABILIZATION MEASURES. .Sgkjr&j ff HAS REWEWEO THE PLANS FROM A ROUGH GRADE APPROVAL, c)SIZE OF DESILTING BASIN OUTLET PIPE AND OVERFLOW. GEOLOWIGEGTECHNrAt ENGINEERING STANOPOWT ONLY.THE 35. APPROXIMATE DATE OF: BEGINNING OPERATION: NOVEMBER,2014 d)DIKE REQUIREMENTS.SHOW MINIMUM WALL WIDTH, SLOPE OF WALLS,PERCENT COMPACTION,ETC. PLANS ARE IN COMPLIANCE KIN THE GED.DGIC/GETECNNDAL COMPLETION: NOVEMBER,2015 e)OUTLET CONDITIONS FROM THE DESILTING BASIN SHALL NOT EXCEED DOWNSTREAM UMITATIONS,WITH THE EXCEPTION OF OVERFLOW, WHICH IS TO BE DESIGNED TO PROVIDE ENUNEEMNG RECOMMENDATIONS PROFILED N THE REFERENCE CAPACITY OF 1.5 TIMES THE MAXIMUM DESIGN FLOW. PROJECT REPORT(S)AND SUBSEOUENT ADOOMOL 7MS RENEW DID 36. NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER THAN 3'WILL BE 12. NECESSARY MATERIALS SHALL BE AVAILABLE ON-SITE AND AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES OR TO REPAIR ANY DAMAGED EROSION NOT INCLUDE CHECKING WE ACCURACY OF TIE CML.AND STRUCTURAL PLACED IN FILLS WITHIN ROADBED AREAS OR 3'OF FINISH GRADES,UNLESS THE LOCATION,MATERIAL, ENGINEERING DESIGN AND DRADISDNS INCLUDING LINES AND GRADES. AND DISPOSAL METHODS ARE SPECIFICALLY APPROVED BY THE SOILS ENGINEER. CONTROL MEASURES WHEN A 50%CHANCE OR GREATER OF RAIN WITHIN A 48 HOUR PERIOD IS FORECAST FOR LAKE ELSINORE BY THE NATIONAL OCEANIC AND ATMOSPHERIC AGENCY OR COMPLIANCE NRM BUrIf M CODE REQUMEINEMS,WICH ARE UNDER `: 37. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION BEFORE (NOAA). THE FURROW OF OTHIM \ 13. BMP'S SHALL BE MAINTAINED AND INSPECTED DAILY. ALL REMOVABLE PROTECTIVE EROSION CONTROL DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE !` r, APPROVAL. - FIVE(5)DAY RAIN PROBABILITY FORECAST EXCEEDS FIFTY PERCENT(50%). PST NO: 34 T 38. A GRADING PERMIT WILL NOT BE ISSUED UNTIL ALL RETAINING WALLS ARE APPROVED BY THE BUILDING 14. AFTER A RAINSTORM ALL PROJECT GENERATED SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS, ONSITE PUBLIC DRAINS AND PIPES, DRAINS AND PIPES OF ADJACENT DEPARTMENT PROPERTIES AND DESILTING BASINS AND THE BASINS PUMPED DRY. ANY GRADED SLOPE BMP'S DAMAGED DURING A RAINSTORM SHALL ALSO BE IMMEDIATELY REPAIRED. FAILURE TO RDaws)we orator21 2014 s 'Y-a-W e.o. 30 1. 39. THIS SITE WAS OBTAINED A NATIONAL POLLUTION PREVENTION ELIMINATION SYSTEM(NPDES)PERMIT TO REGULATE PROVIDE EFFECTIVE MAINTENANCE MAY RESULT IN PENALTIES.MUNICI s NPDES PAL AND 1 INDUSTRIAL STORM WATER ERMDIDISCHARGES S H RGES DULY 9.2014 rqr - 0 15. DISCHARGING OF CONTAMINATED SOILS VIA SURFACE EROSION IS PROHIBITED. swrIATURe Dtle i-S-N £of cNUF 16. CONSTRUCTION ACCESS POINTS SHALL BE STABILIZED WITH A COMBINATION OF ROC( AND SHAKER PLATES YEAR-ROUND TO PREVENT TRACK-OUT. ROUTINE STREET SWEEPING SHALL BE GRADING PERMIT NO. w 40. DRAINAGE EASEMENTS WILL BE KEPT CLEAR OF ALL OBSTRUCTIONS. NO BUILDINGS OR WALLS SHALL BE PLACED WITHIN EASEMENT LIMITS. TEMPORARY IMPROVEMENTS ARE SUBJECT TO REMOVAL AT OWNER'S EXPENSE. - PERFORMED ON ALL PAVED STREETS WHERE TRACKING. IS OBSERVED. VACUUM SWEEPERS SHAM BE USED WHEN STREET SWEEPING BECOMES INEFFECTIVE. sKNATw7e DATe WDID NO. 8 33C370198 s V06 13V 12i1'7 /lY o REVISIONS: PREPARED UNDER SUPERVISION OF: SCALE: WILSON M►KAMI CITY OF LAKE ELSINORE ENGINEERING GEOLOGIST: SOILS ENGINEER: OWNER: eROTLss/ SOILWORKS, INC. SOILWI>1tKS, INC. CRAIG MORAES ,�r W /Z-5� CORPORATION MODEL PRECISE GRADING SHEET 1 v� ti o c SCOTT M.WILSON DATE 3 RYLAND HOMES 5 c, AIS: 9 CORPORATE PARK, T: 949-679-0090 EARTH SCIENCES GROUP EARTH SCIENCES GROUP TICERCE NO.49884 EXP. 9-30-16 7 o 350 FISCHER AVENUE 350 FISCHER AVENUE FORWARD PLANNER Ha•'� THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE RVI ESUITE�OCA 92606 F: 949-679-0091 -I-Ii-LE SHEET OF 49 DISCOVERY, SUITE 250 * E.P.9/M/16 * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND 8 MARK: COSTA MESA,CA 92626 COSTA MESA,CA 92626 / I]�(] IRVINE, CA 92618 MARK DESCRIPTION BY APPR. DAZE c[vn d THE STATE LAWS,AND PERMIT CAN BE ISSUED. RIVERSIDE ON OF BENCHMARK N0.BM E-SAND.E SI 1 TRAL 9. GRASS DISC IN CON TRUE POST 72'ON NORTH OF TRACT NO. V 920-8 TILE NO. o PH: 714-668-5600 PH: 714-668-5600 9�OF �p�\F BASIS OF BE OF CORNON STREET PAID MISSION 7RA6.. Zr FAST OF THE CEMERUNE OF M651oN iRML PH: (949) 236-5167 DESIGNED BY: RAMC DRAWN BY: RAMC I� Z3 BASIS U BEATING: LOTS 60-64 AND 18-21 WWW.SOIIWOTI(SIDC.CORI INTERS CTO S CEREAL STREET,SING STONE AN BETWEEN CEREETST 3 AND 4,BEING THE CENtERLWE CHECKED BY: S.WILSON PROJECT MANAGER:S.WILSON WAITER E.AWSON ROE 45448 CITY ENGINEER DATE INTERSECTIONS OF CEREN.STREET AND STONEWW STREET AND CEREPE STREET WILD CORYDON STREET. MIN. TRENCH WIDTH VARIES--- -mayml,PER in &17MENDED PVC SPEC CATION �a PRECAST CONC, WHEEL S70P 19 BACKFILL SHALL BE 6-0"(UNLESS OTHERWISE NOTED) ti 21 20 COMPACTED TO A RELATIVE / g'COMPACTION OF NOT LESSSEALANT, 7YP. IYP.THAN 907,EXCEPT FINAL 21 F---� 1 18 '.2 FEET WHICH WILL BE L 3B 2A'�.90%RELATIVE COMPACTION NOT LESS THAN 959.. LWILDING I_2L�__IN PAVEMENT AREASPVC PIPE(SIZE PER FF PLAN) INITIALBACKFILLSAND OR;f4 MAX.' -BEDDING WITH SAND y6 STEEL REINFORCEMENT CRUSHED ROCK -�" I� OR OTHER GRANULAR BAR, 16"MIN.LONG, lYP. _ __4" MIN J MATERIAL(MIN. S.E.=30J = III III— — III III III III III AND SHALL BE CO IPACCTI'ED PAD I III III III III III III=1 ( III III- LI TO NOT LESS THAN 90% III III=� RELATIVE DENSITY III -III III III-III -III III = OMIT i BLOCK FOR (III III - II I� III l --EMERGENCY OVERFLOW A TYPICAL P.V.C. PIPE TRENCH DETAIL — INVERT PER PLAN n n1 Ili 2" 3" 2" FIRST l.'il'iCCIV NOT TO SCALE ���-�-__ _-�_�_� n NON-TURF AREA 'N A.C. PAVING ON SELECT BASE 9'SQUARE GRATE PER l NOS 1981(BLACK) TYPICAL SIDE YARD WALL TURF AREA E SECONDARY OVERFLOW �' ` - fl 9°SQUARE GRAZE PER NDS GI(BUCK) - -- i.� FINISH GRADE ° °�o o FINISH. GRAD 1%MIN gg ��19"MIN. _6d v� �Z �I BOUNDARY 'I_ I WHEEL STOP es 'Z j a K 59 NOT TO SCALE L MODEL MODEL M1OD aAPoc�c 60 � 5 / NDS 101 SPEED-D ADAPTOR 64 63 62 61 g OR AS REQUIRED ------3'MIN.-- 4"DRAIN MAIN LINE c, 52 53 54 r-- -CONCRETE SLAB DF= PER PLAN FF ELEVATION (PER SOILS REPORT) INDEX MAP 1% MIN 2% MIN 10,MIN. 20-- MAX 20`MAX n P PAD ELEVATION UNIT , >r BOUNDARY 9 GRATED INLET �'��' B NOT TO SCALE (PER SOILS REPORT) --BUILDING 5'MIN. �-BUILDING BASE MATERIAL 3'MIN 3'MIN. (PER SOILS REPORT) PLACE A LAYER OF FILTER FABRIC(MIRAFI 12"D14 GRATE INLET FF 2:11 MAX. 2:1 MAX.$ FF � - 140NC)OVER THE C.B. OPENINGS B+ I. AND ANCHOR WITH GRAVEL BAGS DEEPEND FOOTING DETAIL/SLAB SECTION \ 2%MIN• 2 20% NOT TO SCALE O%IK I MAX rA/AX{ S -- — _ — GRAVEL BAGS(1 WIDE x 2 HIGH) A 6"MIN. BELOW SWALE ELEV- Q' A PVC PIPE 6"MIN.BELOW SWALE ELEV. (12"BELOW PAD ELEV FLOW FINISHED. GRADE 12 BELOW PAD ELEV.MIN. 4" GRAVEL BAGS(TYP.) '�ii>��%%%%�<�". �� ��� � � � NOTE: ROOF GUTTERS REQUIRED TYP. MIN. 5`THK. j�- srnccER LTaGs � TYPICAL SIDEYARD SECTION 2 BAGS NOT TO SCALE HIGH FIINNIISSHHED. GRADE GRAVEL BAGS �U��������� GRAVEL BAGS (TWIDE x Z HIGH) 1%MIN. SECTION A A G HIGH POINT=PAD-0.2'OR LOWER NOT TO SCALE CASOA a-_V(TYPE 3) 2% MIN. 10, U C TYP. CATCH BASIN INLET SEDIMENT TRAP n = NOT TO SCALE � 1f FL FF ELEV CONSTRUCTION NOTES QUANTITIES PROPERTY LINE VARIES PAD ELEV �1 -CONSTRUCT HARDSCAPE,COLOR AND FINISH PER LANDSCAPE ARCHITECT'S PLAN 1,423 SF WHERE OCCURS SILL 1"MIN. 3.0'(MIN) FF ELEV PER PUN a—INSTALL REDWOOD PAVING HEADER PER DETAIL D ON SHEET 2 249 LF 314" 2X4 REDWOOD HEADER a O3-INSTALL 9"GRATE INLET(ND S 970)PER DETAIL"B"&INLET 1 EA \ FG ELEV p a"., CONCRETE SLAB i% IN. y OR 2-114 0 RADIUS PER PLAN (4"THICK) SEDIMENT TRAP PER DETAIL" ON SHEET 2 " INSTALL 4"PVC SDR 35 WITH PIPE BEDDING PER DETAIL"A"ON SHEET 2 299 LF I 4"MOlSTURE/VAPOR RETARDER \ / �5 - CONSTRUCT 3"AC PAVEMENT OVER 95%MIN. COMPACTED NATIVE PER GEOTECHNICAL REPORT 2,837 SF I ASPHALT PAVING-REFER < \ T i � i ii i i ii�i ii TO PLANS ANDIOR F1-E!�1 �1N' v ✓ �� �� f �— CONSTRUCT OVERFLOW WALL DRAIN PER DETAIL"E"ON SHEET 2 9 EA a� SPECIFICATIONS FOR .y V O Gp 1 ��i 7 CONSTRUCT PRIVATE DRAT THROUGH CURB PER CITY OF LAKE ELSINORE EA THICKNESS y1���� �� �; Oj �j ��j RI STANDARD NO. 303 i Nij �ii?�j�?iTi��^` PRIM 4"WIDE PARKING LOT STRIPING PER PLAN 98 LF ��/�� � 9 INSTALL VAN-ACCESSIBLE PARKING STALL PER CBC 1129B.4 WITH"NO PARKING"PAVEMENT 1 EA RASEFILL WHERE OCCURS "TE�THFDDAT)NG P T����/ PAD ELEV PER PLAN CJO PER SOILS REPOR7��Y���j�������/j\���/ NOTES: MARKING PER CBC 1129B.4.2 AND DETAILS ON SHEET L-28 OF LANDSCAPE ARCHITECT'S PLAN yam,, 10 INSTALL WHEEL STOPS PER DETAIL K ON SHEET 2 4 LA i�li?l�iia 1. SWALES TO BE CUT IN AT i%AT ROUGH GRADING AND PRIOR TO BUILDING CONSTRUCTION. 3- TOO!GALV. NAILS 11 INSTALL TEMPORARY TRAP FENCE WITH MAN GATES PER LANDSCAPE ARCHITECTS PLAID 148 LF 2. A PAVED DRAINAGE SWALE CATCH BASIN AND PIPE, OR OTHER SIMILIAR DRAINAGE 12 CONSTRUCT CONCRETE DRIVEWAY APPROACH PER RIVERSIDE COUNTY STD. NO.207 9 EA >s - DEVICE IS REQUIRED WHEN A STOOP,FIREPLACE,OR PORTION OF THE BUILDING s NOTE: FOR FOUNDATION CONSTRUCTION DETAILS 13 a f SEE ARCHITECTURAL PLANS EXTENDS WITHIN THE MINIMUM ESTABLISHED DRAINAGE COR INSTALL SANDBAGS PER DETAIL G ON SHEET 2 700 LF D KS. 14 (2X4X18"LONG MIN. 3. ALL BUILDING SETBACKS FROM SLOPES SHALL BE IN ACCORDANCE WITH THE GRADING CONSTRUCT 4"PCC DRIVEWAY Z821 SF a� REDWOOD STAKES® *REQUIRES ROOF GUTTERS &EXCAVATION CODE. ao 4'-G"O.C. 4. IN NO CASE SHALL THE SWALE FLOWLINE BE LOWER THAN THE BOTTOM OF THE E TYPICAL FOOTING/SLAB DETAIL FOOT NG WITHIN 5'OF THE FOOTING. H �� TYPICAL LOT DRAINAGE REDWOOD PAVING HEADER "OT TD SCALE — --- CD NOT TO SCALE a.�b 12. T7 ��TTD SCALE Z ai REVISIONS: PREPARED UNDER SUPERVISION OF: SCALE: WILSON MIKAMI CITY OF LAKE ELSINORE 0) ENGINEERING GEOLOGIST: SOILS ENGINEER: OWNER: QRo1Essl�yq� �'� /Z-�S--! W CORPORATION a CRAIG MORAES `o r►/ SOILWORKS, INC. SOILWORKS, INC. e o o SCOTT M.WILSON DATE SHEET 2 o RYLAND HOMES RCE NO.49884 EXP. 9-30-16 DAB' 9 CORPORATE PARK, T., 949-679-0090 MODEL PRECISE GRADING o EARTH SCIENCES GROUP EARTH SCIENCES GROUP FORWARD PLANNER :AI SUITEIR too F: 949-679-0091 OF 7 � 350 FlSGIER AVENUE 350 FlSCHER AVENUE I No.49884 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE VINE CA 92606 DETAIL SHEET COSTA MESA, CA 92626 COSTA MESA, CA 92626 49 DISCOVERY, SUITE 250 * 1 130 16 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND BENCHMARK: o IRVINE, CA 92618 MARK DESCRIPTION BY APPR. DATE rqT crvn- �P THE STATE LAWS,AND ERMIT CAN BE ISSUED. RIVERSIDE BENCHMARK NO.BM E-3-70.ELEV.1279.829. BRASS DISC IN CONCRETE POST 72'NORTH OF'T" FILE NO. PH: 714-668-5600 PH: 714-668-5600 OF CA�E INTERSECTION OF CORYDON STREET AND MISSION TRAIL 27'EAST OF THE CENTERLINE OF MISSION TRAIL LOTS 60-64 AND 18-21 i PH: (949) 236-5167 DESIGNED BY: WMC DRAWN BY: 'NMC - 2- 1 BASIS OF BEARING: WWW.SOIIWOTI(SIfIG.COfTI CENTERLINE OF CEREAL STREET,BEING N5252'48"W,BEPXEEN MONUMENTS 3 AND 4,BEING THE CENTERLINE c� CHECKED BY: S.WILSON PROJECT MANAGER:S.WILSON WALTER E.AWS RCE 45448 CITY ENGINEER DA INTERSECTONS OF CEREAL STREET AND STONEMAN STREET AND CEREAL STREET AND CORYDON STREET. I I 1 I I 1 I 1 I I i 1 I I I 1 I J 1 1 I PAD=72.5 I 1 I I 1 PAD=71.8 I _ I PAD=71.5 II I PROPOSED - II >�� 0 11 WNYL FENCE I 6(,L e II 1 I II i O -------- ---- 56,00 ------- -- 7.62' I I I N SITE SUMMARY 66.65' 56.00' LEGAL DESCRIPTION. LOTS 61 62 63 64 ------ - --I _ _____________________ _______a .. I i.. I OFTRACT 31920-8 I - I ----------- -- ---------I f--- ----i 1 I EXISTING AND PROPOSED ZONING: Rt I I 12 GENERAL PLAN DESIGNATION: EAST LAKE SPECIFIC PLAN ILN I I i a _. ' �__ ' I L J I I EXISTING LAND USES: RESIDENTIAL 1 i w I I I LOT.AREAS: LOT 62=5,577 SF w I I i LOT 63=5,585 SF ❑1:1 I I -LOT 64=7,760 SF 77-7-7 11 PARKING LOT ❑ { i.._.__.. - ___. 77 TOTAL 18,923 SF i LOT 61 p ---- ----------- --- ------------' --- --- - --------------==- ool 1 . I 3 UNITS PROPOSED=6.9 DU/AC FF=69.47 I I 1I1 1 mj II' USE OF BUILDINGS: RSDENTIAL PAD=68.8 ----------- --------------- I 2> TYPE OF OCCUPANCY AND CONS TRUCTION: TYPE V p . SALES OFFICE PARKING: 1 PARKING SPACE ,. I FF=70.07 ACCESSIBLE PATH OF TRAVELz. t o FF=69.77 G A Q I O O O O PAD=69.1 I PAD=.69.4 6 4 O I t 62 I w - t r I I NOTE: NO FIXTURES ARE LOCATED BELOW THE NEAREST L p I �� z I 2B I e i1 1 iI I11I1III$I I',II N � U IIiIIjII �1�7I1- 1� i / I� JII II1 I II Fc UPSTREAM SEWER MANHO LE AND NO BACKWATER VALVES ARE REQUIRED. 1A FF=70.37p KI PAD=63.7 �.I 29270 p SALES OFFICE 29278 0 Z0' 6.0' p 6.17 O O — CQ :` 7 . ,4 - Tl Vh./ i I U --------- ------,----- - ------ - -- ----- - ----+�------- - -- --- --- -- -- --- - - ------------- -� -- R N -- -- 55.31---- -� -I--- - -- `OQ-- - \'-- -- +RlW— - ---- - �I -- - - -- -- -- __--- s m 0 0 L I N Cm rn O — -- -- U ---------- ------- - ------- ---- --' - T ------ ---- ------- -� -- --_-- --- --- -----— --------- ---- ------- - ------------------------- - -----T --- — _ GRAPHIC SCALE v i n I \ \\ lo CD (IN FEET) I inch= 10 ft. CI- 9Jr�d QV 12//7//N Cr 5- REVISIONS: PREPARED UNDER SUPERVISION OF: SCALE �q WI L S O N M 1 KA M 1 CITY OF LAKE ELSINORE 3 ENGINEERING GEOLOGIST: SOILS ENGINEER- OWNER: eaoIESSIa iz /1' C O R PO RATI O N CRAIG MORAES t ►7 MODEL PRECISE GRADING srlEEr 3 SOILWORKS, INC. SOILWORKS, INC. t o ,r SCOTT M.WILSON DATE o EARTH SCIENCES GROUP EARTH SCIENCES GROUP RYWAND HOMES c? RCE NO.49884 EXP. 9-30-16 DAB' 9 CORPORATE PARK, T: 949-679-0091 FORWARD PLANNER 'm SUITE Too F: sas—s7s—oosT SITE PLAN 7 m 350 FlSCHER AVENUE 350 FlSCHER AVENUE N0•��a A THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE IRNNE,CA 92606 N COSTA MESA, CA 92626 COSTA MESA, CA 92626 49 DISCOVERY, SUITE 250 * E_vwA+e f APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND BENCHMARK: ___ _ o IRVINE, CA 92618 MARK DESCRIPTION BY APPR. DATE rlY� cTv+ E \Q THE STATE LAWS,AN PERMIT CAN BE ISSUED. INTERSIDE ONor C�YWN BM E-AND MISSION 1 TRNL B 27 FAST OF THE COME CONCRETE OF 7N 2'N TRAIL Y TRACT NOG 319G20-8 FlLE N0. PH: 714-668-5600 PH: 714-668-5600 °f CAU d BASIS OF BEARING: LOTS 62-64 PH: (949) 236-5167 DESIGNED BY: WMC DRAWN BY: WMC WWW.BOIIWOTI(BIOc.CORI INTERSECTIONS OF CEREAL STREET,BEING STONEMBYl,BETWEEN MONUMENTS 3 AND 4,BEINGORYD THE CENIERONE � CHECKED BY: S.WILSON PROJECT MANAGER:S.NALSON WALTER E.ALLISGN RCE 45448 CITY ENGINEER DATEINTERSECRONS OF CEREAL STREET AND SI'ONFNNI STREET AND CEREAL SPREE!AND CORYOON STREET. CONSTRUCTION NOTES - - - 10-CONSTRUCT HAROSC4P&COLOR AND FINISH PER LANDSCAPE ARCHITECT'S PLAN O-INSTALL REDWOOD PAVING HEADER PER DETAIL D ON SHEET 2 INSTALL 9"GRATE INLET(NDS�970)PER DETAIL'B'&INLET SEDIMENT TRAP PER DETAIL' ON SHEET 2 O4�-INSTALL 4"PVC SDR 35 WITH PIPE BEDDING PER DETAIL"A"ON SHEET 2 CONSTRUCT 3"AC PAVEMENT OVER 95%MIN.COMPACTED NATNE PER GEOTECHNKAL REPORT CONSTRUCT OVERFLOW WALL DRAIN PER DETAIL"E"ON SHEET 2 CONSTRUCT PRIVATE DRAIN 774ROUGH CURB PER CITY OF LAKE ELSINORE I 1 STANDARD NO.303 PAINT 4"WIDE PARKING LOT STRIPING PER PLAN i I ga INSTALL VAN-ACCESSIBLE PARKING STALL PER CBC 11298.4 WITH"NO PARKING'PAVEMENT -I - - MARKING PER CBC 11296.4.2 AND DETAILS ON SHEET L-28 OF LANDSCAPE ARCHITECTS PLAN 10 INSTALL WHEEL STOPS PER DETAIL K ON SHEET 2 i PAD=71.8 I PAD=71.5 11 INSTALL TEMPORARY TRAP FENCE WITH MAN G47ES PER LANDSCAPE ARCHRECT S PLAN }2 CONSTRUCT CONCRETE DRIVEWAY APPROACH PER RIVERSIDE COUNTY W.NO.207 PRO13 INSTALL SAGS PER DETAIL G ON SHEET 2 I II VINYL _SED II Ii I , CONSTRUCT 4'PCC DRIVENSIY 74.8 TVF - 75.1 TV` I 75.4 IVF I 75.7 TW 14 i 8 FG 891 I 69.4 FG 69.7 FG II I 66.65' 56.00' 56.00 .62' I N I 6112Z - ---------------- - - -- 1 ---- -------- --- ---- .84 -�s4--- ----- �.7 -----------------; �I II DEMOLITION NOTES: F --- --- -- ___ _____ __________ ___ ____ i 1 2 i - I / 69.0,�1 \iaPo RP/ F i 1� F I �j REMOVE AND DISPOSE OF TEMPORARY IMPROVEMENT UPON MODEL BUILD-OUT ( 0.0 6Z99 G FaL H ..1% 69.36 ° ^! FL P 1 r ^' iti ��, 1 '- I T --- ----- -----c. ..-_.-______ 69.0 TG _ 22 69.26 6926 69. 1 69 3 69.051G I i t% ^ I 69.891 I. co 69.6 66 � N .F 13 68.531N. HP , LEGEND II I 68.55 w L__ 66.3fi1IN ¢ 34.4 1FSi 1% I"- 2%--- w 1% ae} 1% -- _ FFLL HP ---- _ I ■ f■ EXISTING BLOCK WALL I PARKING LOT 1 tD 68s 381 ILI El El a� f;T4G °� t -7- O T --- �lae - I N; FL i_ --4- -- -------------- -d MASTER DEVELOPER INSTALLED WALL I LOT 61 HP FS --- o---- -- o I I o z �_---- _ .¢ C 1Z7----�- ._ rN __ ❑❑❑ „. I &FENCE-SEE MASTER DEVELOPER FF=69.47 'te N�� I 69.74 FS ¢" ^ 4 ` I I� LANDSCAPE PLANS PAD=68.8 ---- ------ ---� - - -- 4. - 68.81 81 10 - j. 89.2 7 70.37 FF I: ,1 TUBE FENCE ON TOP OF CMU WALL Ff 0' O - " 69.44 68.30� HP 70.04 70.04 FS 69.6- FS 1 I G SEE SEPARATE WALL PLAN 3 FF=69.77 =7D.D7 6 4 ( l.(' GRASS ) @ I �-O� FL HP vi 6'WOOD FENCE i 6795 1 PAD=69.4 ti' 1 - 3 - SEE SEPARATE WALL PLAN I PAD=69.1 6 33 T_G 3 1 P 1 8 , ,D o 6 2 I 6 3 L 66.92 1N 3 1 1 °� 2 B �� i _t I 1 6'MASONRY WALL i Ice I 4 L=O 00' I i SEE SEPARATE WALL PLAN 1 5 1 10 O w ¢ I A I -7 FF=70.37 69.4 TO ` '1 j I DEEPENED FOOTING(LENGTH PER PLAN) L=46.0' 68.71G �] d I I %�I S=0.005 r, 3 68.20 INV ^I 69.0 TG I 6B.85 INV b,- 69.4 PAD=69.7 f° F i FLfHP ,'.1 i -0400� TRAP FENCE(TO BE REMOVED UPON MODEL BUILD-OUT) GFF=69.44 4 5=0.005 29274 3 �•'�'"`' i 4 5=0005 29270 5=0.005 4 1 I _ I; I LIMIT OF PERMIT,LIMIT OF GRADING 68.9 k ae L=26.8' ¢ 1 .,aF I f Q FL/HP4 '� S=0.005 14°" "- LOT LINE I SALES OFFICE s=o 0°005 a GFF-69.74 - 1 o I ig I OF GFF=69.8 _ 4 L 1oB' sLis1 IN 3 I RIGHT-OF-WAY o I 88.8 P 6 70.04 FS S=0.005. I O FL 29278 68.9 ,,. j FL HP I I -i 67.73 I FL HP DO 5. 1 DEEPENED FOOTING(LENGTH PER PLAN) I 68,4 69.27 FF 6 - 69.74 FS DF II 0.0 69.61 �•6SANDBAGS II I 1 TKI FL 69.27 FS I FL P y, DF P INV6 69..78 69.3 T IN 3 I lj O Aa4 ACCESSIBLE PATH OF TRAVEL I 67.72 1 69.77 FF 6 6 69.5 69 i 2 -INV ( - + ¢ 69.44 FS DF - 69.07 FS 1 I\ FL L=70.8' I I 3'xT CONCRETE PAD 2 i I 68.02 68.7 N '- I 68. - 4 - I 68.8 IceI 69.4 S=0.005 ap GL=69.57 FG I 0.5' Ni \ FG 1s.n I\ ss' OF ' D.4' 1 OF GL=69.70 11 69.1 Iw ' 2-5� 7 7 ge OF 68.35 68. 66.5Q FS 7 I j a 1 FL F PNV a 2-4 68.74t FS >%Ril tod 14 xI IN✓�' :�I FL INV M� F INV OF ro 67.5 fS t i �1 j 14 k� ---- ----o 6Z44 FS ^ II \ 67 1 O ! _. 2-4 o I w o -- k --°' h o ``•1(I 9p / o n s.o' 1 rT, I 16. ' �: PUX k r ------ 55.31' � _ -- R�- -- ----- - - - -- ''0Q-� - - �R.Vff---F� -FS - - -- - -- -- -T ---- --- -- `= _ �: 6Z34 36'00'•_ m �67-99 -- 9g' 7 20 0 � ;o DELIVERY G47E 66 .�. FS FS `c FS Li 7 7.3 FS `ntFSL;i FS n 13 Up STREAM ^ n �' m _ SEWER MANHOLE o n >guW o 1 11 ~o ^ - STREAM ti Z ti Z F- �� � 0 0 �o � 8 o .�-. ri o + 6.9 RIM .^`�.., u 'n 13 „��o q N DOWN EY+4 '6 `, EY9 3 0 ^3 w m <Yh 3 aN�' '°A,^o 68.3 RIM 64.9 RIM 53.83 INV 52.60 W .32 12 12 - (-0.580%) - (-0.800%) L I 9 (EXISTIN 3 STREET AND UTILITIES) 1 N o C7> 3 GRAF HIC SC O - m +o o a To a o O o -------- ------------------------------,i l.• I---------------------------T�------------------------------�r/------ -------- ---- \ ., finch-- 10ik.".:, 0 cD 9f1Jb (SV Iz�17/!°( REVISIONS: PREPARED UNDER SUPERVISION OF: SCALE: WILSON MIKAM ENGINEERING GEOLOGIST- SOILS ENGINEER: OWNER QAOFLssL � CITY OF LAKE ELSINORE CRAIG MORAES o IL rq/ - /�`Z�- /Z-/S-/it � 7 C O R PO RATI O N o SOILWORKS, INC. SOILWORKS, INC. y�o.. /s Fc SCOTT M.VALSON DATE 1� MODEL PRECISE GRADING SHEET 4 o EARTH SCIENCES GROUP EARTH SCIENCES GROUP RYLAND HOMES ti RCE N0.49884 EXP. 9-30-16 DAB' 9 CORPORATE PARK, T. 949-679-0090 6 350 RSCHER AVENUE 350 FlSCHER AVENUE FORWARD PLANNER a9aea A SUITE 100 F. 949-679-0091 GRADING PLAN OF 7 49 DISCOVERY, SUITE 250 * Exp.4988 THESE PLANS HAVE BEEN RE�AEWED FOR COMPLIANCE NTH THE IRVINE,CA 92606 N COSTA MESA, CA 92626 COSTA MESA, CA 92626 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND BENCHMARK: TRACT NO. 31920-8 IRVINE, CA 92618 MARK DEscmPTIO1 BY APPR DATE Jtq ccva �P THE STATE LAWS,AN PERMIT CAN BE ISSUED. RIVERSIDE BENCHMARK NO.BM E-3-70.REV.1279.829. BRASS DISC N CONCRETE POST 72'NORTH OFT nLE NO. PH: 714-668-5600 PH: 714-668-5600 - �-oI �p IMERSECIION OF CORYDON STREET AND MISSION TRAIL 27'EAST OF THE CENTERLINE OF MISSION TRAIL C PH: (949) 236-5167 DESIGNED BY: WMC DRAWN BY: WMC 4 BASIS OF BEARING: LOT 6Z-64 WWW.SOIIWOTI(SIDC.COTD I `.' CENTERLINE OF CEREAL STREET.BEING N5Z52'48'W,BETWEEN MONUMENTS 3 AND 4.BEING THE CENTERLINE CHECKED BY: S.WILSON PROJECT MANAGER:S.WILSON WALTER E.AW ON RCE#45446 CITY ENONEER UAIL INTERSECTIONS OF CEREAL STREET AND STONEMAN STREET AND CEREAL STREET AND CORYDON STREET. 5 I \ REENSKEEP eC ER I 5 \'� 1 6.4 T(-, 66.3 .5 ----- --- 12 =-- -'' - 69•�G 12 CONSTRUCTION NOTES : FG \ / C -CONSTRUCT HARDSCAPE,COLOR AND FINISH PER LANDSCAPE ARCHITECTS PLAN l.�-INSTALL REDWOOD PAVING HEADER PER DETAIL D ON SHEET 2 q 69 49.63 FIG 5 FIG - 3 INSTALL 9"GRATE INLET(NOS 70)PER DETAIL B"&INLET I \� \\ / 69. SEDIMENT TRAP PER DETAIL 'COON SHEET 2 \ PROVINPOSED - � / � ,$ G 26n9.4 126g• I �'r n O 'o 4 INSTALL 4"PVC SDR 35 WITH PIPE BEDDING PER DETAIL"A"ON SHEET 2 ----� F�: - 1C 4 I FG I SCONSTRUCT 3"AC PAVEMENT OVER 95%MIN.COMPACTED NATIVE PER GE07ECHNICAL REPORT -------- fV I l i ------------------------------ ----------------- GRA E BREAK C' I - ------ j& --CGNSTRUCT OVERFLOW WALL DRAIN PER DETAIL"E'ON SHEET 2 FG 126 9.^ 61,41'. FG �G 60.00, f.__ l I I v STANDARD NORIVA3 DRAIN THROUGH CURB PER CITY OF LAKE ELSINORE U `t 69.7 �Y3/ co�'/'� I I 12 CONSTRUCT CONCRETE DRIVEWAY APPROACH PER RIVERSIDE COUNTY STD.Na 207 I �, � FG INSTALL SANDBAGS PER DETAIL G ON SHEET 2 C \ S I 50 14 CONSTRUCT 4"PCC DRIVEWAY _ `I 69.40 � 9. I FL-HP n -- - --- iX - 1 q_H iX p i I a � I iX �iX 1X 1X j \ 1X FL-HP NOTE: NO FIXTURES ARE LOCATED BELOW THE NEAREST UPSTREAM SEWER MANHOLE AND NO BACKWATER o VALVES ARE REQUIRED. 6FL >k1 0 69.54 6FL Of 7 ..( FL \ FL FL fL I 1356' FL ( 68.54 0.' 0.1' 68.14 T I 0' OF OF OF rl 8 FL i LEGEND V I I : OF' OF o' 1' I ....... EXSTM BLOCK WALL r' 2 °F FF=70.17 2 o OF + 2A ! - : - MASTER DEVELOPER INSTALLED WALL PAD=69.5 9 FF=69.47 I °t; L FENCE-SEE MAS7ER DEVELOPER ^D I I o 2A j 3 B � FF=69.87 i S� � I LANDSCAPE PLANS ` ! i FF=70.37 ^� �' 6 1 C PAD=69.2I PAD=68.8 TUBE FENCE ON TOP OF CMU WALL I. I I �� SEE SEPARATE WALL PLAN PAD=69.7 29273 o GFF=69.54 Is:DD 29277 I n �_ 6,WOOD FENCE SEE SEPARATE WALL PLAN 5 I _ 29269 5.0 o I^ 4' n 6'MASONRY WALL i 1 GFF=69.67 6" ( i 29277 ce GFF=69.14 q" 6947 ! 6' GFF=69.87 I I I SEE SEPARATE WALL PLAN !10.00' 1 69.14 FS 6 6 70.37 FF 5.00� 1 I DEEPENED F0071NG(LENGTH PER PLAN) 70.04 F5 : I I I -69 - LOT LINE i I ' i I I I 70.17 FF I FL I I N! 6Z 0 -__-RIGHT-OF-WAY I 1 I 69.94 FS 69.84 FS i GL=69.37 + N 6 I 6 DEEPENED FOO77NO(LENGTH PER PLAN) i1 DF 69.67 FS 8 4 I 69.87 FF 0.5' ( - SANDBAGS i - 68.43 0.5, 69.34 FS FL 69.54 FS OF II 6763 OF Xx7'CONCRETE PAO i ss 7o FL OF GL=69.50 l 0.7' I e �_ 11 FL 69.44 FS �`+ I GL=68.97 OF O 1 12.00' - \ 0.T o r 4' I I 68.77 ITS �^ O vI I O GL=69.70 DF P _ I 0.6'2-4" 14 ^t li 0.6 DF 5.6 2.4X 69.32 14 m� OF- 2.6R 68 42 jl 21R 5 J 19X 6a02 Fs 14 Fs _ t4 ro NjL k , 6&93 '-� FL 1 N I'4 N FS [ 1 N '•\ay° w a �'� v �1 \\ \_------ ;\ -6 67.75 -- / -I �- w \- -6`7.�fi- 67 -fa) .I \ 3513- Qg �- --� 1 m ----R -- - -- - Pr- -- -- --_60.00'---- F _ R o 55.00- -�_- FS -"� _ _ _FS _-_59. 11'- I---- --i -t- ---I------------- ) -)---------- -------- -- --------- --------- ------- W� 15 12 12 5 1 12 12 s s � 0.58% - - asBxJ - - - - FIRST GREEN to\ � 6p (EXISTING STREET AND UTILITIES) Z` ='O 6 0 GRAPHIC SCALE _ -------------- -- ----- -- r- _ ------- -- -------- ------------ ------ --- - - - Sj -- - s -Wig-- -- 1. c.0 -- --- ------- v-------- ------ ------,-- - ------------ -------- -- - 5� 2 -.�---- - LJ�T �+ zs E'.. fICC 1 V 3. --- I 10 0 IN FEET) O \ 1 inch= SO ft. � 1lJDlS did I�/17//y cr o ENGINEERINGGE0L0Gd8T S0IL3ENGINEER OWNER L REVISIONS: PREPARED UNDER SUPERVISION OF: SCALE: WILSON MIKAMI CITY OF LAKE ELSINORE eaolsslcl z2/3 t CORPORATION CRAIG MORAES . ►/ w MODEL PRECISE GRADING SHEET 5 � SOILWORKS, INC. SOILWORKS, INC. � ' � RYLAND HOMES 5� c� SCO M.WILSON DALE DATE: 9 CORPORATE PARK, T: 949-679-0090 o EARTH SCIENCES GROUP EARTH SCIENCES GROUP y RCE NO.49884 EXP. 9-30-16 FORWARD PLANNER 4M4SUITE,00 F: 949-679-0091 BUILD-OUT SITE AND GRADING PLAN OF 7 �_ 350 FlSCHER AVENUE 350 FlSCHER AVENUE N0' THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE NTH THE IRVINE,CA 92606 cu COSTA MESA, CA 92626 COSTA MESA, CA 92626 49 DISCOVERY, SUITE 250 a*F,�/°°/+° APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND BENCHMARK: ELEV. _ o IRVINE, CA 92618 MARK DESCRIPTION BY N'RR. DATE sr9� avc Q THE STATE LAWS,AND PERMIT CAN BE ISSUED. IINT�ERSECTIONNOF CCOOR DON STREET AND MISSION TRAIL27 EAST OF THE CENTERLINE OF MISSION TRAIL DISC IN CONCRETE POST 72'NORTH OF Y TRACT NO. 31920-8 FILE NO. PH: 714-668-5600 PH: 714-668-5600 OF CAUf LOTS 18-21 PH: (949) 236-5167 DESIGNED BY: WMC DRAWN BY: WMC 1 y� BASIS U BEARING: WWW.SOIIWOrksinc.c0m CENTERLINE OF CERFAL STREET,BEING N5752'48"W,BETWEEN MONUMENTS 3 AND 4,BE9A;THE CENTERLINE CHECKED BY: S.WILSON PROJECT MANAGER:S.WILSON WALTER E.ALLISON CE 45448 CITY ENGINEER 'DA INTERSECTIONS OF CEREAL STREET AND STONEMAN STREET AND CEREAL STREET AND CORYDON STREET. ( I I I I I I I I I I I I I I I I I PROPOSED VINYL FENCE I I 55.00' -------T - -------------- _ 66.65' I 88.6 i&L-11 _-_ �FIG 1z S F F 6a2O � \ M - ------ _ CONSTRUCTION NOTES - - - ix IG ,_---, FL-HP ,� I Ot -CONSTRUCT HARDSCAPE COLOR AND FWISH PER LANDSCAPE ARCHITECYS PLAN Y o--INSTALL REDWOOD PAVING HEADER PER DETAIL D ON SHEET 2 0-INSTALL 9'CRATE INLET(NDS 1970)PER DETAIL"'&INLET I vi - SEDIMENT TRAP PER DETAIL"C O III- SHEET 2 INSTALL 4'PVC SDR 35 WITH PIPE BEDDING PER DETAIL'A'ON SHEET 2 6FL I FL - S I 05 -CONSTRUCT 3"AC PAVEMENT OVER 95Z MIN.COMPACTED NA77W PER(�O7ECHNICAL REPORT Ej I CONSTRUCT OVERFLOW WALL DRAIN PER DETAIL'E"ON SHEET 2 O 0.1' I 814 - 7o-CONSTRUCT PRIVATE DRAIN THROUGH CURB PER CITY OF LAKE ELSINORE - OF - I STANDARD NO.303 01' - 12 CONSTRUCT CONCRETE DRIVEWAY APPROACH PER RIVERSIDE COUNTY SID.NO.207 I I - plc I 13 INSTALL SANDBAGS PER DETAIL G ON SHEET 2 60 ' 61 , 14 CONSTRUCT 4'PCC DRIVEWAY I 1 B i i - _.2.0 GFF=68,84 o L- C7 NOTE: NO FIXTURES ARE LOCATED BELOW THE NEAREST --- "-' o , ti FF= 9•'4/ 5 UPSTREAM SEWER MANHOLE AND NO BACKWATER I 4 I I PAD_688 ,� I VALVES ARE REQUIRED. FF=69.17 I ! 66. ; 29282PAD=68.5 ©0,i � 6 29286 s � " GFF= 68.97FLGL=68.67 �� S �II 7 LEGEND 69.17 FF0. 68.07 Fs ....... EXISTING BLOCK WALL MASTER DEVELOPER INSTALLED WALL o �IN; 67.79 O 6FL 2 ( OF I ® &FENCE-SEE MASTER DEVELOPER -------- ' I 6Z63 , LANDSCAPE PLANS --------- ` FSFS 2z 0.6' Q/ GL=68.80 TUBE FENCE ON TOP OF CMU WALL DF \, I SEE SEPARATE WALL PLAN 6.4 06' I 2 5X FS DF I 6'WOOD FENCE co �� SEE SEPARATE WALL PLAN 1 A 6'MASONRY WALL • - - -� t--- ----- -- _- F!I/.E;. !� $ I SEE SEPARATE WALL PLAN _ QT�__ FS 1---_ - - li - 5 _ _ -'` t - 67.11 I DEEPENED FOOTING(LENGTH PER PLAN) LOT LINE I ----RIGHT-OF-WAY N s ` 8 13 - W DEEPENED F007ING(LENGTH PER PLAN) O� I p4Jc .ism = co SANDBAGS - at Q. 3'z7'CONCRETE PAD 12 X c4. W _ 5669 3.83 ITV 72 ` \ I � � SST GRE �N HOLE -/---�- (EXISTING STREET AND UTILITIES) 1 °ri U O --- -- ---- ------ --- ---- o CN 49 a -a GRAPHIC SCALE ID E_. 0 S 10 YO b SEE SHEET 5 I CD n' IN FEET> CD 'UM QV' 1 inch= 10 ft. o ENGJNEERING GEOLOGIST: SOILS ENGINEER OWNER REVISIONS PREPARED UNDER SUPERVISION OF: scnLE. WI L S O N M I KA M I CITY OF LAKE ELSINORE eao�Lss/ q /Z/S-! CORPORATION SOILWORKS, INC. SOILWORKS, INC. CRAIG MORAES °���►M1� r� MODEL PRECISE GRADING SHEET 6 o s SC0T7. vnLsoN DATE o EARTH SCIENCES GROUP EARTH SCIENCES GROUP RYLAND HOMES �ti �� RCE N0.49884 EXP. 9-30-16 Dam' 9 CORPORATE PARK, T. 949-679-0090 m 350 FISCHER AVENUE 350 FISCHER AVENUE FORWARD PLANNER Nc 4�4 A SUITE Tao F: 949-679-O09E BUILD—OUT SITE AND GRADING PLAN OF 7 49 DISCOVERY, SUITE 250 * Exp 91MAG * THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE IRVINE,CA 92606 c� COSTA MESA, CA 92626 COSTA MESA, CA 92626 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND BENCHMARK: _ o IRVINE, CA 92618 MARK DESCRIPTION BY APPR. DATE sr9� c'v"E \° THE STATE LAWS,AND ERMIT CAN BE ISSUED. INTERSE�cno�or W ND.DON ER EET AND MISSIONEV.11279.8 TRAIL 9 2T ASS DISC IN DE THE CONCRE7 POST 7Z NORTH OF TRACT NO. 31920-8 FILE NO. i PH: 714-668-5600 PH: 714-668-5600 pH: (949) 236-5167 DESIGNED BY: WMC DRAWN BY: WMC CAU 2 BASS OFBEAPoNG LOTS 60-61 www.soilworksinc.com CB47RUNE OF CEREAL STREET,BEING N575T48'W,BETWEEN MONUMENTS 3 AND 4,BEING THE CENIEAINE CHECKED BY: S.WILSON PROJECT MANAGER:S.W9LSON WALTER E.AL ISON RCE 45448 CITY ENGINEER DA INTERSECTIONS OF CEREAL STREET AND STONE)M STREET AND CEREAL STREET PND CORYDON S'IHEEi. I< PLACE A LAYER OF RLTER FABRIC(MIRAR SIDE OPENING CATCH BASIN 14ONC)OVER THE C.B. OPENINGS AND ANCHOR WITH GRAVEL 84GS 4 GRAVEL BAGS(IYP.) Tw.. HIGH I _ \ GRAVEL BAGS 1 '•1 9 SECTION A A CASOA SE-V(TYPE 9) TYP. CATCH BASIN INLET SEDIMENT TRAP 10 NOT TO SCALE II as \ \ SAND BAG(1 WIDE x 2 HIGH). 2q FF VI IB BURY BAG 1/2 BAG HEIGHT -� (Il'P.- _ FLOW STAGGER BAGS GRAVEL BAGS Q WIDE X 2 HIGH) NOT TO SCALE e e e Ell e A F-11 8 jw c _ 10 — — - — —n u ,p�— — LEGEND rncs ,, — — --- ---- -- — — --- -- — -- --- — -- — / ,I cDC300-GRAVELB4GS CONSTRUCTION NOTES MISTAU-%"GR4VEIHAG ROW PER DETAIL'G'HEREON 10 INSTALL SINGLE GRAVEtW ROW PER DETAIL"0'HEREON DIAMOND DRIVE _ - —.--- - — — — — — — — — — — — — — — I a 3MMv I I GRAPHIC SCALE (INFE>:) 0 3 1 inch= 50 fE 0 J W O ti �1�6 13V I2/17/I 0 ENGINEERING GEOLOGIST SOILS ENGINEER OWNER REVISIONS: PREPARED UNDER SUPERVISION OF: SCALE: W►L E O N M 1 KA M I CITY OF LAKE ELSINORE pROFESSlpq� SOILWORKS, INC. SOILWORKS, INC. CRAIG MORAES v, `� C O R PO RATION SHEET 7 RYLAND HOMES ` e o SCOTT M.VALSON DATE 3 EARTH SCIENCES GROUP EARTH SCIENCES GROUP m RCE NO.49884 EXP. 9-30-16 OAS' 9 CORPORATE PARK, T. 949-679-0090 MODEL PRECISE GRADING FORWARD PLANNER 350 FlSCHER AVENUE 350 FlSCHER AVENUE No 49884 SUITE 100 F.' 949-679-0091 OF 7 o THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE MTH THE IRVINE CA 92606 EROSION CONTROL PLAN COSTA MESA, CA 92626 COSTA MESA, CA 92626 49 DISCOVERY, SUITE 250 Exp,anone * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND BENCHMARK: IRVINE, CA 92618 MARK DESCRP71ON BY APPR. DATE JT rva \Q THE ATE LAWS,AND PERMIT CAN BE ISSUED. RIVERSIDE BENCHMARK NO.BM E-3-70.ELEV.1279.829. &LASS DISC IN CONCRETE POST 72'NORTH OF Y FlLE NO. o PH: 714-668-5600 PH: 714-668-5600 ?' EpL�E INTERSECTION OF CCRYOON STREET AND MISSION TRNL 2Y EAST OF THE CENTMNE OF MISSION TRAL LOTS 60-64 AND 18-21 PH: (949) 236-5167 DESIGNED BY: WMC DRAWN BY: WMC ' CESIS OF NTERLINEOFINQ CEREAL STREET,BEING N5752'4811',BETWEEN MONUMENTS 3 AND 4, THE CENIERNNE www.soilworksinc.com CHECKED BY: S.WILSON PRO,ECT MANAGER:S.WILSON WALTER E.ALU RCE 45448 CITY ENGINEER DA IN FRSEC ONS OF CEREAL STREET AND STONEMAN STREE AND CEREAL STREET AND CORYDON