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HomeMy WebLinkAboutTR 31920-8 PGP - Lot 60-64 and 18-21 `.°"GIB PRECISE GRADING PLAN 1. ALL WORK SHALL BE GONE IN ACCORDANCE WITH THE CITY OF TAKE END THE ORDINANCES N0.801 AND 862 AND APPLICABLE STANDARDS AND SPECIFICATIONS AND THE LATEST EDITION OF THE U.B.C.,APPENDIX CHAPTER 33. FOR N 2. A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT,CITY OF LAKE ELSINORE, PRIOR TOA00-227260OPERATION. MODEL COMPLEX AND BUILD-OUT 3. THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND U.SA ALERT(1-800-227-2600)48 HOURS PRIOR TO GRADING. �OqD 4 OF B NTRA TOGRADINGR L ONOTIFY THE PERATIONS.CITY ENGINEERING DEPARTMENT AT LEAST 24 HOURS IN ADVANCE LA ORE DRryE � RNNIOAD 5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER. LOTS 6 O-6 4 AND 18-21 OF TRACT NO. 319 2 O-8 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. 7. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE CITY OF LAKE ELSINORE APPROVED,SHALL BE SHOWN ON PUN,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 RIVERSIDE A.S.T.M.D-1557-91 TEST METHOD. '^y STATE OF CALIFORNIA 9 GRADING NSPECTTOREAND APPROVED SOILS VEGETATION TESTING AGENCY PRIOR TO SCARIFIED, THE PLACING OF INSPECTED BY THE NMES/STORM WATER POLLUTION NOTE'S 9� OLIVE Sf. 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 I 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 1/2' 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 FLOWLINE 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 LEMONSTREET 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 2'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 REPRESENTATIV E OF THE REGIONAL WATER SITE 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 13. PROVIDE 5'WIDE BY 1'H 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<IM AND '( MAP PERMIT `p 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 , NOT TO SCALE i6. 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 ; CCO FRAGMENTS; FUELS, OILS LUBRICANTS, AND FINAL SOILS REPORT WHICH INCLUDES FOUNDATION REQUIREMENTS SUPERVISE (SUBDI GRADING AND EXPANSIVE HYDRAULIC , RADIATOR OR BATTERY FLUIDS ; CONCRETE AND RELATED CUTTING OR CURING RESIDUES; FLOATABLE WASTES ; WASTES FROM ENGINE/EQUIPMENT STEAM TRACT BOUNDARY CHARACTERISTICS REPORT THE WHICH 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 CONTROLLED 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. LOT LINE 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 ISSUANCE OF BUILDING PERMITS. DRAIN SYSTEM. :y PREPARED BY SOILWORKS 6. APPROPRIATE BMPS FOR CONSTRUCTION-RELATED MATERIALS, WASTES, SPILLS OR RESIDUES SHALL BE IMPLEMENTED TO ELIMINATE OR REDUCE TRANSPORT FROM THE 18. THE GEOTECHNIOAL REPORT DATED 10/21L14 SITE TO STREETS,DRAINAGE FACILITIES,OR ADJOINING PROPERTIES BY WIND OR RUNOFF. -R H2- RIDGE LINE BE CONSIDERED A PART OF THIS GRADING PLAN AND SHALL BE COMPLIED WITH. 7. MATERIAL STORAGE AND STAGING AREAS SHALL BE ESTABLISHED . FUEL TANK, PORTABLE TOILETS, LIQUIDS, 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-LINES. -6 - G­ CONTROL LINE 19. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING B. 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 WANING WILL ONLY BE ALLOWED PRIOR TO THE APPUCATION 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 -a- EXISTING POWER POLE THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURE SHOWN ON THESE NON-CONTAMINATED GROUNDWATER PRODUCED BY DEWATERING ACTIVITIES MAY REQUIRE A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT FROM 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 7O - LOT NUMBER 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 38R PLAN 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 TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES 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. DAYUGHT LINE NOT ON RECORD OR NOT SHOWN ON THESE PLANS,MD IS RESPONSIBLE FOR THE PROTECTION OF,AND 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. 23. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED,IT MUST BE CLEARED,KEYED AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE DESILTING BASINS OR OTHER TEMPORARY DRAINAGE OR CONTROL MEASURES. 2% GUTTER FLOW RATE CONSTRUCTION CONTRACTOR AGREES HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL SLOPES GREATER THAN 5:1 ARE 14. STOCKPILES OF SOIL SHALL BE PROPERLY SECURED WITH BMP'S TO ELIMINATE OR REDUCE SEDIMENT TRANSPORT FROM THE SITE TO STREETS,DRAINAGE FACILITIES GRADED SWALE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT,INCLUDING SAFETY OF ALL PERSONS - REQUIRED TO BE KEYED AND BENCHED. ENGINEERED FILL SHOULD BE PLACED A MINIMUM OF 90 PERCENT OR ADJACENT PROPERTIES VIA RUNOFF, VEHICLE TRACKING , OR WIND. 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 SHALL BE COVERED PRIOR TO A FORECASTED RAIN. STREET CENTERLINE RELATIVE COMPATION AS DETERMINED IN ACCORDANCE WITH D1557. 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 ALL LIABILITY,REAL OR ALLEGED,IN CONNEC11ON 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 I 24. THE SOIL ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES: 18 CONSTRUCTION NOTE A. UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BACKFlLL OF ALLUVW., 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. EAM WOW QUANTTTES: i OPERATIONS. NPDES WDID#8 33C370198 DATE WDID ISSUED: 07/09/14 EXISTING STORM DRAIN C. DURING INSTALLATION OF BURRESS AND CANYON SUB-DRAINS AND FILTER MATERIAL. 18. THE UNDERSIGNED CIVIL ENGINEER , A QUALIFIED QSP AND/OR QSD WALL REVIEW PLACEMENT OF EROSION CONTROL AND INSURE THAT WORK IS IN ACCORDANCE WITH THE PER STREET IMPROVEMENT PLANS CUT FILL. EXPO D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION. APPROWO-PLANS. 25. EROSION CONTROL ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12' ,. 1?.Hi 1,096 C.Y. 0 C.Y. 1,096 C.Y. ON CENTER OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15'IN VERTICAL M. WAILS N 3b/iS�15A1F DEEPENED FOOTING (TO TRACT 31920-17 HEIGHT,IN ADDITION TO GROUND COVER,SHALL BE PUNTED WITH APPROVED TREES,SHRUBS,OR TW TOP OF WALL(BLOCK WALL) SEE VICINITY MAP) I COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT 10'ON CENTER;TREES,20'ON CENTER; TVF TOP OF VINYL FENCE NOTE: ESTTMATED VOLUMES FOR PERMIT PURPOSE.CONTRACTOR SMALL COMBINATIONS, 15'ON CENTER. SLOPES OVER 3'IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION EROWN CONTRA NOTES: TC TOP OF CURB SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER UBC,CHAPTER 70. 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 FLOWLINE ELEV. ADJOINING PROPERTIES DURING THE GRADING PROJECT. MANAGEMENT PRACTICES(BMP'S), AND STANDARDS OUTLINED WITHIN THE LAKE ELSINORE DESIGN MANUAL TG TOP OF GRATE 27. APPROVED EROSION PREVENTATIVE DEVICES SHALL BE CROW 2. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE FOR ANY DISCHARGES BY SUBCONTRACTORS.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 DAMS 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 SHALL 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 AND 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. GFF GARAGE FINISHED FLOOR 4 MODEL PRECISE GRADING IN EXCESS OF 3 FEET VERTICAL HEIGHT WITHIN 90 DAYS AFTER COMPLETION OF ROUGH GRADING AND SHALL BE 9. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER. { 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 DF 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. - SOILS 'S CBiTT-K:ATE 34. THE DESIGNER ENGINEER SHALL 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. SZAr%'&ALAS RENEYED WE PUNS FROM A . ROUGH GRADE APPROVAL c)SIZE OF DESILTING BASIN OUTLET PIPE AND OVERFLOW. 6VOtoaCIBEXE,r'NM ENGNEERM STAMaPONT OAY..TW 35, APPROXIMATE DATE OF: BEGINNING OPERATION: NOVEMBER,2014 d)DIKE REQUIREMENTS. SHOW MINIMUM WALL WIDTH,SLOPE OF WALLS, PERCENT COMPACTION,ETC. PLVE ARE W COMPLIANCE WR THE GEaoG,c/DEOrECI M COMPLETION: NOVEMBER,2015 e) OUTLET CONDITIONS FROM THE DESILTING BASIN SHALL NOT EXCEED DOWNSTREAM LIMITATIONS,NTH THE EXCEPTION OF OVERFLOW,WHICH IS TO BE DESIGNED TO PROVIDE MAURRG REC°MUMW6 PREWaW N THE R90mv= - CAPACITY OF 1.5 TIMES THE MAXIMUM DESIGN FLOW. PROJECT REPORT(S)AND SJOSEVANT ADDENDA.NS REWIV DID 36. NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER THAN 3'WILL BE NOT WCUOE CNECIM IHE ACCURACY OF 7W OW AND S7RUCO M PLACED IN FILLS WITHIN ROADBED AREAS OR 3'OF FINISH GRADES,UNLESS THE LOCATION,MATERIAL.., 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 ENGM"W OFSW MD Des RRxuDWS LINES Aw 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 CO PLOM E Pon+9VXa c CODE REQUOMM,KOCH ARE UNDER FRpFESSI q v 37. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION BEFORE (NOAA). INE PUNEW OF oTNPns. APPROVAL. 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 FIVE(5)DAY RAIN PROBABILITY FORECAST EXCEEDS FIFTY PERCENT(50%). PROJECT NO.: 367v 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 PUBLC DRAINS AND PIPES, DRAINS AND PIPES OF ADJACENT No.GE2726 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 ROORT(S)wre Odalw 21 2014 Exo o, 39. THIS SITE HAS OBTAINED A NATIONAL POLLUTION PREVENTION ELIMINATION SYSTEM(NPDES)PERMIT TO REGULATE PROVIDE EFFECTIVE MAINTENANCE MAY RESULT N PENALTIES. T� sT�forECNN;OI- MUNICIPAL AND INDUSTRIAL STORM WATER DISCHARGES 15. DISCHARGING OF CONTAMINATED SOILS VIA SURFACE EROSION IS PROHIBITED. sRaanwE: �,1-- NWIE y. .M qrE OF CP��F� NPDES WDID 1 8 33C370198 DATE PERMIT ISSUED: JULY 9.2014 16. CONSTRUCTION ACCESS POINTS SHALL BE STABILIZED WITH A COMBINATION OF ROCK AND SHAKER PLATES YEAR-ROUND TO PREVENT TRACK-OUT. ROUTINE STREET SWEEPING SHALL BE OPADING PEA f NO. w 40. DRAINAGE EASEMENTS WILL BE KEPT CLEAR OF ALL OBSTRUCTIONS. NO BUILDINGS OR WALLS SHALL BE PLACED mv WITHIN EASEMENT LIMITS. TEMPORARY IMPROVEMENTS ARE SUBJECT TO REMOVAL AT OWNER'S EXPENSE. PERFORMED ON ALL PAVED STREETS WHERE TRACKING IS OBSERVED.VACUUM SWEEPERS SHALL BE USED WHEN STREET SWEEPING BECOMES INEFFECTIVE. BATEBATE •WDID NO. v o 33C37 ► 06 13V Ili►1-7 //Y a7W o REVISIONS: PREPARED UNDER SUPERVISION OF: SCALE: WILSON MIKAMI CITY OF LAKE ELSINORE a ENGINEERING GEOLOGIST SOILS ENGINEER: OWNER: eROTLss1 /Z-9L 'Y1 CORPORATION SOILWORKS,INC. SOILWORKS, INC. CRAIG MORALES ��IL NA a MODEL PRECISE GRADING t 3 RYLAND HOMES h c� o FILESCOTTN. WILSON DATE DATE: 9 CORPORATE PARK, T. 949-679-0090 EARTH SCIENCES GROUP EARTH SCIENCES GROUP FILE NO.49884 EXP. 9-30-16 0 350 FISCHER AVENUE 350 FISCHER AVENUE FORWARD PLANNER No 49NNM4 SUITE 100 F: s4s-67s-Cos, TITLE SHEET 49 DISCOVERY, SUITE 250 REVISED BUILDING FoorPRMtJT Rm 3?UFJMT'S OM O - ► 4c * THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE VITA THE IRVINE CA 92606 a' COSTA MESA, CA 92626 COSTA MESA, CA 92626 e.P.9L;gL10- APPROPRIATE CONDITIONS MI DEVELOPMENT AND/OR CITY AND M IRVINE, CA 92618 MARK DESCPoP ON BY APPR. DATE J} C[vA P RNEISEC ONNOF COR N0.SI E-3-70.ED.12PAL BRASS DISC IN CONCREIE OF IS NORTH OFT TRACT NO. V[a7ZO-H THE STATE LAWS,AND PERMIT CAN BE ISSUED. TILE NO. o PH: 714-668-5600 PH: 714-668-5600 9/l OTF OAL\EdW' BASS OF BE OF CORYDON STREET Am MISSION 1RAI. 27'cast OF THE cDNtmMxNe OF MISSION TRAIL PH: (949) 236-5167 DESIGNED BY: wMC DRAWN BY: WMC j2` �3 BASS OF E 01CCE LOTS 60-64 AND 18-21 i WWW.BOIIWOrksinc.com CENTERLINE OF CEREAL SBiELT,BEING N5752'48'W,BEIWTEN AWNUMENiS 3 AND 4,TIEING THE CENIERINE CHECKED BY: S.WILSON PROJECT MANAGER:S.WILSON WALTER E AWSON RCE 45448 CITY ENGINEER DATE INTERSECf10NS of cEI1Ea.STREET AND STONEMAN STPo:ET AND CEREAL STREET AND CORMON STREET. I MIN. TRENCH WIDTH VARIES �� PER RECOMMENDED I`''-t-Ls-".`�11-IL-JI PVC SPECIFICATION 1�6 is PRECAST CONC. WHEEL STOP —BACKFlLL SHALL BE 6'-0-(UNLESS OTHERWISE NOTED) �� 21 20 (15. COMPACTED TO A RELATIVE _ 9' 'ram COMPACTION OF NOT LESS f III r THAN 90%EXCEPT FINAL SEALANT, TYP. IYP ,2�00 18J17 2A I 909 RELATIVE COMPACTION . 2 FEET WHICH WILL BE ILDI I 2A �"IN PAVEMENT AREAS NOT LESS THAN 95% PVC PIPE (SIZE PER ¶ LL FF PLAN) __ s ILL SAND OR4 MAX. BEDDING WITH SAND STEEL REINFORCEMENT CRUSHED ROCK OR OTHER GRANULAR - _ BAR, 16'MIN.LONG, TYP. q"MIN J MATERMIN.S.f=30 III I -1 ll III KIM aN0s eE coMPa PADTO NDT LESS THAN so% I I-MI�1I 1 .Ei 11 1I I_I IH 11 1I 1I RELATIVE DENSTR' IM I (�I 1�I I� =- OMIT 1 BLOCK FOR =�---1 1 -1 11 111=11 111-� EMERGENCY OVERFLOW A TYPICAL P.V.C. PIPE TRENCH DETAIL 1-I 1 —1 l I INVERT PER PLAN NOT TO SCALE f fi 2" 3" 2' II-III�I�I IIHI 1 NON-TURF AREA -�. I Imo - r N A.C. PAVNG ON SELECT BASE 9 SQUARE GRATE PER NDS I981(BUCK) TYPICAL SIDE YARD WALL \ ' TURF AREA E SECONDARY OVERFLOW 9°SQUARE GRATE PER NDS/970(BLACK) NOT TO SCALE FINISH GRADE _ FINISH. GRAD 1% 1%MIN o d �Z 8 Oeg ! MAN UNIT b9 I Z9 L"J BOUNDARY WHEEL STOP £9 59 NOT TO SCALE MODEL- MODE.PAAtq�i 60 NDS 101 SPEED-D ADAPTOR 64 MODEL 63 MODEL 61 ' g OR AS REEUIRED 3'MIN. 54 4°DRAIN AWN LINE ., a 52 53 ORETE SLAB REPORT) INDEX MAP DF=PER P N FF ELEVATION (PER SOILS 19, MIN 2% MIN 10'MIN. 209, MAX 20% MAX P PAD ELEVATION UNIT --- �- BOUNDARY I B (PER SOILS REPORT) NOT 70 SCALE f BUILDING ,MIN 5'MIN.MIN BUILDING BASE MATERIAL i (PER SOILS REPORT) i PUCE A LAYER OF FILTER FABRIC(MIRAFl 2.1 MAX. 2A MAX. FF _ 12"D14 GRATE INLET FF 140NC)OVER THE C.B. OPENINGS 0 d° AND ANCHOR WITH GRAVEL BAGS F DEEPEND FOOTING DETAIL/SLAB SECTION 2%MIN. 2 20%_ NOT TO SCALE D$IN. MAX. _ GRAVEL GIGS(1 WIDE z 2 HIGH) Q"� A PVC PIPE 6"MIN.BELOW SWALE ELEV 2 e,C BELON. W PAD ELEV.OW SWALE ELEV. FLOW FINISHED. GRADE-,, 12 BELOW PAD ELEV. MIN. GRAVEL GIGS(TYP.) �//�/j;./N /i�/� Ate' ROOF GUTTERS REQUIRED "P MIN.5"THK. STAGGER GIGS TYPICAL SIDEYARD SECTION 2 BAGS - NOT TO SCALE H0 IGH (MIN.) '" FINISHED.GRADE GRAVEL BAGS ������/�U ��<��� GRAVEL BAGS O'WIDE x 2' HIGH) 1%MIN. I f MIN. A A G HIGH POINT=PAD-0.2'OR LOWER SECTION NOT TO SCALE — CA80A SE-V(TYPE 3) 2% MIN. 10'MINIAIU C TYP. CATCH BASIN INLET SEDIMENT TRAP I NOT TO SCALE FL ,�ELEV CONSTRUCTION NOTES QUANTITIES PROPERTY LINE VARIES I PAD ELV Ot-CONSTRUCT HARDSCAPE, COLOR AND FINISH PER LANDSCAPE ARCHITECTS PLAN 1,423 SF 1°MIN. I WHERE OCCURS 3.0'(MIN) SILL " 2X4 REDWOOD HEADER FF ELEV PER PLAN 2a--INSTALL REDWOOD PAVING HEADER PER DETAIL D ON SHEET 2 249 LF 314 CONCRETE SUB I1%MIN. a3 -INSTALL 9'GRATE INLET(NDS 970)PER DETAIL"B"&INLET 1 EA OR 2-1X4 0 RADIUS FG ELEV ' a SEDIMENT TRAP PER DETAIL VON SHEET 2 PER PLAN a, - (4"THICK) 4o--INSTALL 4"PVC SDR.35 WITH PIPE BEDDING PER DETAIL"A"ON SHEET 2 299 LF 4"MOISTURE/VAPOR RETARDER 5 CONSTRUCT 3"AC PAVEMENT OVER 95%MIN. COMPACTED NATIVE PER GEOTECHNICAL REPORT 2,837 SF ASPHALT PAVING-REFER - TO PUNS AND/OR ? j Fl-E� BAN' �� / �— CONSTRUCT OVERFLOW WALL DRAIN PER DETAIL'E"ON SHEET 2 9 SPECIFICATIONS FOR $.y�y P R To-CONSTRUCT PRIVATE DRAIN THROUGH CURB PER CITY OF LAKE ELSINORE i EA THICKNESS R STANDARD NO.303 a— PAINT 4°WIDE PARKING LOT STRIPING PER PLAN 98 LF v INSTALL VAN-ACCESSIBLE PARKING STALL PER CBC 11296.4 WITH"NO PARKING"PAVEMENT 1 EA BASEFILL WHERE OCCURS DEPTH OF F0011NG P I \ MARKING PER CBC 11298.4.2 AND DETAILS ON SHEET L-28 OF LANDSCAPE ARCHITECT'S PLAN R SOILS REPORT /r�' PAD ELEV PER PLAN NOTES 70 INSTALL WHEEL STOPS PER DETAIL K ON SHEET 2 4 EA L SWALES TO BE CUT IN AT 1%AT ROUGH GRADING AND PRIOR TO BUILDING N 3- 10d GALA NAILS CONSTRUCTION. ii INSTALL TEMPORARY TRAP FENCE WITH MAN GATES PER LANDSCAPE ARCHITECTS PLAN 148 LF 2. A PAVED DRAINAGE SWALE,CATCH BASIN AND PIPE, OR OTHER SIMILAR DRAINAGE 12 CONSTRUCT CONCRETE DRIVEWAY APPROACH PER RIVERSIDE COUNTY SID.NO.207 9 EA � NOTE: FOR FOUNDATION CONSTRUCTION DETAILS DEVICE IS REQUIRED WHEN A STOOP,FIREPLACE, OR PORTION OF THE BUILDING 13 INSTALL SANDBAGS PER DETAIL G ON SHEET 2 700 LF 7 EXTENDS WITHIN THE MINIMUM ESTABLISHED DRAINAGE SETBACKS. SEE ARCHITECTURAL PLANS 14 CONSTRUCT 4"PCC DRIVEWAY Z621 SF 2X4Xitt°LONG MIN. 3. ALL BUILDING SETBACKS FROM SLOPES SHALL BE IN ACCORDANCE WITH THE GRADING a� REDWOOD STAKES @ *REQUIRES ROOF GUTTERS &EXCAVATION CODE -71 4'-0°O.C. 4. IN NO CASE SHALL THE SWALE FLOWLINE BE LOWER THAN THE BOTTOM OF THE E TYPICAL FOOTING/SLAB DETAIL FOOTING WITHIN 5'OF THE FOOTING. REDWOOD PAVING HEADER NOT TO SCALE J TYPICAL LOT DRCD AINAGE V NOT TO SCALE NOT TO SCALE U�b Iz/17 REVISIONS: PREPARED UNDER SUPERVISION OF: SCALE, WILSON MIKAMI CITY OF LAKE ELSINORE m ENGNEEPoNG GEOLOGIST SOILS ENGINEER: OWNER QROFEsslaNq �_ /Ti�s�/ �1 CORPORATION SOILWORKS, INC. SOILWORKS,INC. CRAIG MORAES QD`�M MAY SHEET 2 `�o o c SCOTT. WILSON DATE o RYLAND HOMES `;� � DATE: 9 CORPORATE PARK, T: 949-679-0090 MODEL PRECISE GRADING o EARTH SCIENCES GROUP EARTH SCIENCES GROUP FORWARD PLANNER y :A RCE No.asasa EXP. 9-30-16 350 FISCHER AVENUE 350 FISCHER AVENUE No.49884 SUITE too F. 949-679-0091 OF 7 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE tRVIN CA 92606 DETAIL SHEET c� COSTA MESA, GA 92626 COSTA MESA, CA 92626 49 DISCOVERY, SUITE 250 * c.o s7aons * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND M N: _ o PH: 714-668-5600 PH: 714-668-5600 IRVINE, CA 92618 MARK DESCRIPTION BY APPR. DATE �f7lf OF CAIFFP THE STATE LAWS,AND ERMIT CAN BE ISSUED. RIVERSIDE a�CORYDO MW W M ION�T�27 EAST. BRASS a CTHE CWMNE OF MI +iRAIL2'NORTH°F T LOTS 60-64 AND 18-21 FILE N0. i PH: (949)236-5167 DESIGNED BY: WMC DRAWN BY: WMC Z, ( BASIS c BF.APoNG WWW.SOIIWOFIASHIC.CORICENTERLINE OF CEREAL STREET,BEING N5Z52'48'*.BETWEEN MONIMEMS 3 AND 4,BOW THE CENTERLINE CHECKED BY: S.WILSON PROJECT MANAGER:S.WILSON WALTER E.AWS RCE 45448 CITY ENGINEER DATEINTE SOCTIONS OF CEREAL STREET AND SMN30M STREET AND CEREAL STEET AND CORYDON STREET. MIN TRENCH WIDTH VARIES � gF7CA�iH�NJ 17 0 PRECAST CONC WHEEL STOP MI 20 19 My� y� L ENCKFlLL SHALL BE 6'-0"(UNLESS OTHERWISE NOTED (15 COMPACTED TO A RELATA!ECOW OF NOT LESS 9" iz L`r THAN A9X EXCEPT FOW SEALANT, TYP. 17, 2 FEET WHICH WILL BE 1CR PAVEM HAN RELATIVE COWACTION NOT LESS T 95X -3 r FAA;PIPE (SIZE PER FF - i--A n��Ci L II :.; - --,,�'^`1.,.r,. .fir<.•,: - �- SAND OR/4 MAX. BEDDING WIN SINO 16 STEEL REINFORCEMENT CRUSHED ROCK T OR OTHER GRANT .._ _ BAR, 16"MIN. LONG, TYP. a'MIN. S P� �I I- I-I •;1=1I- I-1 -1I-I 1=1 I� -11 h-1I=1 11= _ TO N LESS lH4N OTBOA _�I I I I I II I Il l I� �I I Ill I�I I I I II I ITT �I 111�I I„III, 111= _ -1I I� T I 1I-III III I1=1I1- OMIT 1 BLOCK FOR FIRST GREEN EMERGENCY OVERFLOW _ - - - - - --� A TYPICAL P.V.C. PIPE TRENCH DETAIL r�u l-1 n l_11 INVERT PER PLAN NOT TO SCALE _I -_ - -III=' _ ---- - -1 NON-71W '-"- N �. A.C. PAVING ON SELECT BASE - 9•SOMRE PER I GIME tics�,( TYPICAL SIDE YARD WALL E SECONDARY OVERFLOW I 9'Xuw GRATE PER NOT TO SCALE i NDS 1970( ) _ _ _ FINISH TRADE °� -� ytl8az 99 FlNISFT. C !X iX MIN LI SZ T b L >3L 9 T--- BDIxY�aIRY WHEEL STOP �� 19 C�-1 a 5 '` NOT TO SCALE ._-- ,�, - � `----' ee..�� 63 z AS g fOR RMLM 3'AML 54 h �<ORw AAw UE ( C4 52 53 3 C __ I ONCRETE SLAB FF EtEVAnoN (PER SOILS REPORT) INDEX MAP _ 3 E __= 1z I s 1D'AML s: 9"CIRATED ISLET fAAx \ . / ./, / BOUAGM --- -------- --- SORS R NOT TO 9GIE � 11WE MATERIAL �-BUILDING ,, JM BUILDING �' (PER SOILS REPORT) PLACE A140NC)OVER VE MOM TY Da mr Aw FF 2: AN7L. FF AND AN(}10R wnF1 aada LiY,S FOOTNG DETAIL/SLAB SECTION — F z Q o f o LOT NUMBER z a FF=PAD+8" PAD ELEVATION00 +o, GVAR BAGS(T NNE r 2 HIGH) / 3'MIN. u7 < 6'MIN BELOW SWALE ELEV. Q' A PIC PALE 6'MIN.BELOW SWALE ELEV. 1 BELOW PAD ELEV.MIN. rn FLU F 1 BELLOW PAD ELEV.MIN. 35 MMIIN. EMITTER o v { 6IAWET"LNIGS aw.) -- DIE,' ROOF GUTTERS REOIARED T>p YN s nrL STAGGER Eats TYPICAL SIDEYARD SECTION a.. NI 2, I NOT TO SCALE g - HA9i --- -- - R W y --- p � FINISHED.GRADE -O aim /�1// i SIDEWALK TOP OF GM7E CURB STREET "I GUM—SAQS O'WI E x 2' HKH USE BLACK DOLX�ATRIUM N �i sEcnoN A-A G RT SHRUBS AND LANDSCAPED AREas 0 J TYPICAL LOT DRAINAGE NOT TO SCALE AW BBACK FLAT GRATE IN GRASS AREAS NOT TO SCALE CAi SE-10(TYPE 3) N TYP.CATCH BA�1 INLET S�AENT TRAP / ,,2x� A211 Milk Siff 1 NOTES: � , ��I �— 1. ALL FlITNJGS BY..M710 L DIVERSIFIED SALES INC. (�ET1LW.). j NOT TO SCALE /I V I 25M AZURITE CIRCLE 1�'^-1� = NEMIRY PARK,CA 91320 CONSTRUCTION NOTES ES QUANTITIES O y LIE 2. REFER TO FNISH GRADING. -p wm OLY:m 1NIT�.S LL (LSE NDS$OR APPROI��EIRAIL 1AWVFJPSAi.OUTLET NDS 1243 3. DO NOT GLUE GRATE OR RISER TO PIPE. to-CONSTRUCT HARDSCA VI COLOR AND FINISH PER LANDSCAPE ARCHITECT'S PLAN 1,249 SF m 1' 3.0' 4 pyC� 7 pg>E 4. GLUE•'LP.S. WELD OIJ' 773 SOLVENT(MEDIUM BODIED FAST SET 2a INSTALL REDWOOD PAVING HEADER PER DETAIL D ON SHEEP 2 249 LF j 3/4' 2Xa REDWOOD HEADER F AS M -04 FOR ABS PIPE THRU 6' ) 3 INSTALL 9"GRATE INLET (NDS Y970) PER DETAIL"B" & INLET 1 EA o rn OR 2-10 0 RUTS /'C aLvlCONCRETE 5. WHEN MIN DEPTH REQUIRED IS 7,USE ONE 90*ELL SEDIMENT TRAP PER DETAIL "C ON SHEET 2 v (4'THOO �-INSTALL 4" PVC SDR 35 WITH PIPE BEDDING PER DETAIL "A" ON SHEET 2 299 LF z CONSTRUCT 3"AC PAVEMENT OVER 95% MIN. COMPACTED NATIVE PER GEOTECHNICAL REPORT 2,837 SF ASPHILT PAVWIG-REFER w p TO RAMS o a- CONSTRUCT OVERFLOW WALL DRAIN PER DETAIL "E" ON SHEET 2 9 EA _ INVERT ELEYA710N PIPEai O SPELId110NS FOR aQ �( ) o CONSTRUCT PRIVATE DRAIN THROUGH CURB PER CITY OF LAKE ELSINORE 1 EA •� iHIpOY65 / SIZE PER PLAN STANDARD NO. 303 0 O 8 PAINT 4"WIDE PARKING LOT STRIPING PER PLAN 98 LFCCE LL c AN A AidiFNl NNW OGLYRIS / ---- MARKINGT 1 EA INSTALL CBCS11296 4A2 AND DRKING TETAILS ON ALL PER CSHEET 1129B.4 L 2 8 OF LANDSCAPE IARCHIP ECT''SNPLAN o PAD ELEY PER PLAN a E 9„ 12'X 12'SQUARE GRATE NDS 1211 10 INSTALL WHEEL STOPS PER DETAIL K ON SHEET 2 4 EA I'll' TYPICAL rICAL,.GRATE INLET I ) if INSTALL TEMPORARY TRAP FENCE WITH MAN GATES PER LANDSCAPE ARCHITECT'S PLAN 148 LF � j J-t00 AILN.NITS 1 o L TO y 12 CONSTRUCT CONCRETE DRIVEWAY APPROACH PER RIVERSIDE COUNTY STD. N0, 207 9 EA w •� NOTE; FOR FOUNDATION CONSTRUCTION DETAILS 13 INSTALL SANDBAGS PER DETAIL G ON SHEET 2 700 LF ? x2X4X1C'LOW AN. SEE ARCHITECTURAL PLANS QgOFES$/ 4 CONSTRUCT 4" PCC DRIVEWAY 2,821 SF o w - ANDNOOD REQUIRES ROOF GUTTERS ENGINEER'S STATEMENT: � Ps K.S 15 NOT USED. ai rd OC 16 INSTALL 12" SQUARE GRATE INLET N.D.S. 1211-1290 (BLACK) PER DETAIL"L" ON SHEET 2 30 FA O yp�/�w' d Ap �•wr THIS DELTA REVISION®HAS BEEN PREPARED BY ADAMS z C 70862 I ^ 17 CONSTRUCT POP-UP DRAINAGE EMITTER WITH 4" DRAIN PIPE PER DETAIL"M" ON SHEET 6 10 EA C-D TYPICAL f ICAL SUB ID L AL STREETER CIVIL ENGINEERS. THIS PLAN IS IDENTICAL TO THE # * �•S�r�}J 5�i5�8 18 INSTALL 4' P.V.C. (SDR-35) DRAIN PIPE. (5=0.01 MIN. UNLESS OTHERWISE NOTED). 793 LF U D I"I NOT SCALE -PREVIOUSLY APPROVED PLAN, EXCEPT FOR THE REVISIONS .Pl CIVIC ��F NICHOLAS A.STREETER R.C.E 70862 1'�VnWV NOTED HEREON. '✓lFOF Cp`1FOQ. NOT 1O SGLE O OV 5 /IY �,pr!4�0O1��I m REVISIONS: PREPARED UNDER SUPERVISION OF: SCALE: W I L S O N M I KAM I CITY OF LAKE ELSINORE I0T4 M ENGINEERING GEOLOGIST: SOILS ENGINEER: OWNER: eaorLsslc M SNXI ICS, INC, So LwORKS, INC. MOR4E5ORAES ti���r NIA SCOTT M.WILSON DATE W CORPORATION SHEET 2A cl� EARTH SCE GROUP E�RiN 9C�IC6 GROUP THESE HWMH e RCE NO.49884 E)i 9-30-16 DATE: 9 CORPORATE PARK, T: 949-679-0090 MODEL PRECISE GRADING Np,♦98I4 THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE PATH THE SUITE 100 F: 949-679-0091 OF 7 % 350 FISCHER AVENUE 350 F19CF R*ADM FORMIARO PL4**R APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND IRVINE CA 92606 DETAIL SHEET 40 DISCOVERY, SLIME 250 DETANS AID oaaIRucraN NOTES AODEO Ns. 3-f E,,._21iBEIKHWARK o COSTA MESA, G 92828 C05G1 MESA, G 92828 � G 928/8 MMII Nk50�l1d1 n APPN DATE sle a \Q STA WS,1 p PERMIT CAN BE ISSUED. II�R�E BEIDUNK No.OM E-3-T0.ED.1279.829. 8HAS5 OSC I+ POST 7r Noma OF I FILE N0. N PH: 714-68-5800 Pit 7�4- 63-56 O OF CAl\E Q.QI �CNON CgTtWM STREET NA MSSbN TRAI. 2T FIST OF THE CFNIE%Rff OF NSSON Ti LOTS 60-64 AND 18-21 / Pit (9*9) 238-5187 DESIGED BY MYC ORAMI BY WMC DATE �'ELSINORE A tMM.WO�MOfbi11CA0111 CfIEp®MM S MNSpi PROAECT MANAGER:S.NLSON BRAD FA(XtELL,RCE 20,CITY ENGINEER.CITY OF LAKE ELSINORE x s Ck7WAl. µO SINCE Awo'coNioorTMsrx�T I I I I I I I I PAD=72.S I I PAD=71.8 1 PAD=71.5 �J II I U wNri°ONCE t 6 Z� l L Z l I �o N SITE SUMMARY 66.65' 56.00' S6'� LEGAL DESCRIPTION: LOTS 61, 62, 63 AND 64 ------ - ---- - --- --- -------I - � I I II OF TRACT 31920-8 r ----=--- ------ ------- ----- ---N-- --------I f---------I - I , EXISTING AND PROPOSED ZONING: R1 i I EF� !__-_- GENERAL PLAN DESIGNATION: EAST LAKE SPECIFIC PLAN I i N I II EXISTING LAND USES RESIDENTIAL LOT AREAS: LOT 62=5,577 SF ElEl❑ I I II LOT 63=5,585 S LOT I - TOT 64-7 720 SF SF PARKING LOT ❑❑❑ 1-._ AL=t8,9 3 I LOT 61 O __-- - --- ---------- ---- ----- ------ ---- ----- ❑❑❑� _i I I 3 UNfTS.PROPOSED=6,9 DU/AC II FF=69.47 - I a j r'p I II USE OF BUILDINGS: RESIDENTIAL I PAD=68.8 ---------- - -------------- 1 w I ) I I TYPE OF OCCUPANCY AND CONSTRUCTION:TYPE V SALES OFFICE PARKING: 1 PARKING SPACE o FF=69.77 FF=70.07 C A i r i I II O O O O ACCESSIBLE PATH Of TRAVEL PAD=69.1 PAD=69.4 V'i I r., i ' I x O 5.D' 6 2 6 3 W :4 2 g I 1 NOTE: NO FIXTURES ARE LOCATED BELOW THE NEAREST z I e 1 - I UPSTREAM SEWER MANHOLE AND NO BACKWATER VALVES ARE REQUIRED. 1 A 3 C o FF=70.37 ® O 1 PAD=69.7 I i li 'i 29274 II 29270 II O. II ---- I - SALES OFFCE I I I I III i 29278 N O 7.0' 6.0' I I I I 1 I I I I I 16.1 Ll I r --� II O O w i I++ i ----------- ------------ :1 \ 7 ---_------- - -- - -- ------- _ N 55.31' - --- -- - - --------c--- -37A"98'--- o m 0 q N a ---------------------------\-9----------::_ ----------- \--eeeeeeeeeeeeeeE)E)E)eeee9eee99eeose -----~ --------------------- - --------------_--_-------I-------------------------------- / o I N , o� I i \ GRAPHIC SCALE o V i Chi - Chi 1 Chi I s I C3 (O IN FEET) O 1 inch= 10 Pt. CD lil)6 Ov I2//7/l'1 ai REVISIONS: PREPARED UNDER SUPERVISION OF: SCALE: WI L S D N M I KA M/ CITY OF LAKE ELSINORE ENGINEERING GEOLOGIST-- SOILS ENGINEER: OWNER enDTLss iz/S-/ CORPORATION R PD RA TI D N CRAIG MORAES r►� W MODEL PRECISE GRADING SHEET 3 SOILWORKS, INC. SOILWORKS, INC. �< < EARTH SCIENCES GROUP EARTH SCIENCES GROUP RYLAND HOMES y o SCOTT. VALSON DATE DATE: 9 CORPORATE PARK, T: 949-679-0090 o ,,, _ RCE N0.49884 EXP. 9-30-16 SUITE i W F: 949-679-0091 m 350 FISCHER AVENUE 350 FISCHER AVENUE FORWARD PLANNER No,497 SITE PLAN 7 49 DISCOVERY, SUITE 250 * E.P. /�oiin * THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE IRVINE CA 92606 N COSTA MESA, CA 92626 COSTA MESA, CA 92626 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND BENCHMARK: o IRVINE, CA 92618 Mu DESCBr1NN BY APPR. DATE Jl E'" Q THE STATE LAWS,AN PERMIT CAN BE ISSUED. MOM EEKHMW INTERSO �OIF y oSME M�t727mn�9'nEasr1#cExfCEBurJERETE POFPMssb+mAx�r TRACT NO. 31920-8 FlLE N0. PH: 714-668-5600 PH: 714-668-5600 or cA�F BASS OF BEARNG LOTS 62-64 I % PH: (949) 236-5167 DESIGNED BY: WMC DRAWN 8Y: WMC 1�' - CENTERUNE OF CEREAL SMEEL BEING N5Y52'48'W,BETWEEN MgHr 5 3 AND 4,BEING THE CENTRUNE N www.soilworksinc.CON1 CHECKED BY: S.WILSON PROJECT MANAGER:S.WILSON WALTER E.AWSON RCE 45448 CITY ENGINEER DATEINTERSECTONS OF CEREAL STREET AMD STONEMAi STREET AND CERF/L sTREEi PND CDRYDON STREET'. } CONSTRUCTION NOTES I to-CONSTRUCT HANDSCAPE,COLOR AND FINISH PER LANDSCAPE ARCHITECTS PLAN � -INSTALL REDWOOD PAWNG HEADER PER DETAIL D ON SHEET 2 INSTALL 9 GRATE INLET(NI I II I SEDIMENT-TRAP PER DETAILp"VON)SHEET970 PERD2 AIL"B`&INLET INSTALL 4"PVC SOR 35 WITH PIPE BEDDING PER DETAIL"A"ON SHEET 2 I a5 - CONSTRUCT 3"AC PAVEMENT OVER 95$MIN.COMPACTED NATIVE PER GEOTECHNCAL REPORT I I I I ©- CONSTRUCT OVERFLOW WALL DRAIN PER DETAIL"E"ON SHEET 2 t 1 I i i To-CONSTRUCT PRIVATE DRAIN THROUGH CURB PER CITY OF LAKE ELSINORE I! I I I STANDARD NO.303 PAINT 4"WIDE PARKING LOT STRIPING PER PLAN I INSTALL VAN-ACCESSIBLE PARKING STALL PER CBC 11298.4 WITH"NO PARKING'PAVEMENT 1 I I I I MARKING PER CBC 1129B.4.2 AND DETAILS ON SHEET L-28 OF LANDSCAPE ARCHITECT'S PLAN PAD=72.5 f0 INSTALL WHEEL STOPS PER DETAIL K ON SHEET 2 I PAD=71.8 I I 11 INSTALL TEMPORARY TRAP FENCE W17H MAN GATES PER LANDSCAPE ARCHITECT'S PLAN 1 PAD=71.5 1 I i 12 CONSTRUCT CONCRETE DRIVEWAY APPROACH PER RIVERSIDE COUNTY SIT.NO.207 < i I 1 I 13 INSTALL SANDBAGS PER DETAIL G ON SHEET 2 PROPOSED 1 I 1 14 CONSTRUCT 4"PCC DRIVEWAY 'e I VINYL FENCE I I I 74.8 TVF 75.1 7VF I 75.4 69.4 F FGG I 75.7 1VF , I 68 8 FG 691 F 1 66.65' 6.59 9.1 56.00' 56.00 7.62' ---- ----------- FS -F�-- - - --- ---- Ba 69.Ba -- 04 99.1 - -- --- ----- --------7 DEMOLITION NOTES --- -- -L---------- - �.1 l I ----- FG FG 0.0 - FG 69.0 FG{1+ \ FG ---I - -----i 1 2 HP t 1 HP h 69.0 I pia ^ --- ----- - k/ i �� I II �1 REMOVE AND DISPOSE OF TEMPORARY IMPROVEMENT UPON MODEL BUILD-OUT 1 �61.22 1X I 69.36 � HP l 1 E i� ----- FL �, 1 69.6 6.66�9� 23.00' ---- - ------------------------- 6;.; LEGEND ` i 6 9.2 69. 3 69.05 TG I i \\'� I I FSw 69.0 T G P 68.53 I I I 66.48 68.55 w 68.3611 + =0.005 I -� B I� I _ _. _ : I .. ._iX .- ... ■ ■ EXISTING BLOCK WALL 1 i PARKING LOT f 1 10 O tX 6B.9 2X a iX 68 1 3 0 -H----- t T ( Ice. I -- - ------ -- ---- ----- --1 MASTER DEVELOPER INSTALLED WALL LOT 610 HP M I N: Fl- �- L.1T7-_ _ __ � _ O ❑� �� I I d;FENCE-SEE MASTER DEVELOPER ____ ✓ �.. FF 69.47 :� o N7 I + .005 69.74 a" a' - "'� i LANDSCAPE PLANS PAD=6B.8 L----------- - --- -- 68.8 I j 27.68' 1 I a 6.2 70.37 FF (: I G � TUBE FENCE ON TOP OF CMU WALL II z Trt i 0.5X 1 8 i 10 O I 69.44 69.0 68.30TG 3 HP FL 70.04 70.04 FS 69.6 ( J II I SEE SEPARATE WALL PLAN TG FS FF=70.07 FL HP t` GRASS 't I "1-+ I 6'WOOD FENCE I o I FF=69.77 G x¢ I -o- t" 3 1 PAD=69.4 V 4 I t 'I w3 SEE SEPARATE WALL PLAN 6Z95 I PAD=69.1 1 I I O I .0' 6 2 i ct' G Z 69.1 W ,. 2 B x� (. ;�68.92 IN II I (�� 6'MASONRY WALL . I ( ^ V J + �169.4 0' I I SEE SEPARATE WALL PLAN 1 1 5 N i 3 C o I n FF=70.37 F .-1 I I DEEPENED FWANG(LENGTH PER PLAN) ® 1 10 Q L=46.0' 1 A 68.7 TG q 69.4 TG I + 3 ^ PAD=69.7 68.85 INV t _ S=0.005 68.20 INV I -0-0 o- TRAP FENCE(TO BE REMOVED UPON MODEL BUILD-OUT) 1 8 �I 3 69.0 TG I F- FL/HP 1 II °f al GFF=69.44 ml q L=48s' 68.48 INV I L--O.00 L=29 4' + - t., -a I I ----- 66.9 1 S=0.005 29274 L=26 8' 4 I; +. S=0.005 29270 5=0.005 4._-- --`J I I LIMB OF PERMIT,LIMB OF GRADING I o FL/HP '- +" S=0.005 OF SALES OFFICE L=36.00'q GFF4�2 7 L=108' T 3 LOT LINE 5=0.005 .HP =69.8 q 68.9I I ---- RKWT-OF-WAY l 0 1 9 68.8 70.04 FS 5=0.005 I l O FL 29278 .9FL7H 11 HP 89 68.86 1 DEEPENED FOOTING(LENGTH PER PLAN) 67.73 68.4 69.27 FF 6' ' 69.61 FS IM cxx�000 SANDBAGS 69.74 FS FL 69. 7 I k I 69HP 6 69 4 ADA ACCESSIBLE PATH OF TRAVEL 1 �67.72 1 FfFL 7 FS 68.78 1 33'x7'CONCRETE PAD OF69.44 Fs - 69.07 FS _ I 2 i Df 68.02 Of 68.7 68.8 I FG IKI 69.4 + 3=O.QOS I 1' 1 67. 1 1 N .7 K GL=69.57 FIG I 0.5' ' I \ B 6.17 69. pF o OF GL=69.70 FS 69.1 7 1 FS FG IN: T2q&FS6797 68.06 0.4' I - 68.5 FS INV I r 2-5' Ik OF 68.35 1 68. I I / \ w o o w it 1 FL FL INV M 16 14 INV FL INV oe 2-+ INV 's$ � 0.7 ; 6bt 66..74 FS\ Nil V h of 6B I rnl FS 1 i OF " ro 2-V i �+ ^ l 14 ----------- A be A - 1` ---- - 1 ^ i<' 11 .\ 6 O ,`O m� :� ,° •ice/ 16. FS o' _ 'I P.U.E. 1 - ---62-- -- ----�� - -P - - ----+- -----c ---�/� -- ------�- --55.31' ---- ---I B Yi - - ----- - - -6. r w _ I ---- I R�_3 - RCS -- -- - ----- g- _ - -- ----- - - _ __ OQ- - - --- - -- - - -m ' 4 S DELIVERY GATE 67.7 ;o. 784 4 z o -J_ 67FS E�11m v3i / 69 67. F5 q ,� o rn �I`c FS FS FSFS o o 13 v 1 71 ti 13 SEWER MANHOLE '� `�� g N µ~ � �^ N �. N r: fO.v`�•Ii`° o O ¢O� vo3 cp� oN`c oo m �, EAM DOWN N 0�N ri Of ? 0„T b b v,n B 10 16 �!+3 N 66.9 RIM .^�... �,+�3 :? .^�.. �,�3 53.83 INV R 3 $ 68.3 IBM 64.3 RIM - 52 •321AlV 12 12 (-0.580%) (-0.580X) (-O.8OOx) L I 9 (EXISTI G ST EET AND UTILITIES) \ � I N p O) - GR HIC SC I 0 S 10 20 b a A o O _ ---__-__-_ -__-__- - __ ---_--_ --__ - - _--_----_--_ ----_-- --_- �-- _-_---- - ---_- _ (TIN-.PEA') tl v - I� -- --_ - L ft. O. -----___-. ----------------------------- 11 ----------------- ---------- ------------------------------- T--- ------- --- ` i hs / \ O urea av I2/I7iry ctf 91 REVISIONS: PREPARED UNDER SUPERVISION OF: SCALE: WILSON MIKAMI CITY OF LAKE ELSINORE . ENGINEERING GEOLOGIST SO SOILILWORKS, INC. CRAIG MORAES ENGINEER OWNER eaotLssL � it N7 CORPORATION MODEL PRECISE GRADING SHEET 4 o SOILWORKS, INC. �9�t�►�It O EARTH SCIENCES GROUP EARTH SCIENCES GROUP RYLAND HOMES y c SCOTT M.WLSOM DATE DATE: 9 CORPORATE PARK, T. 949-679-0090 RCE NO.49884 EXP. 9-30-16 SUITE 100 FORWARD PLANNER F. 949-679-0091 GRADING PLAN OF 7 350 FISCHER AVENUE 350 FISCHER AVENUE No.49884 A THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE'NTH THE IRVINE,CA 92606 TRACT �A 49 DISCOVERY, SUITE 250 * E.,9/30116 * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND BENONAJgC. 'ENACT NO. 31�ZO-8 o COSTA MESA, CA 92626 COSTA MESA, CA 92626 IRVINE, CA 92618 MARK DESCRIPTON BY APPR. DATE f9 E'' THE STATE LAWS,AN PERMIT CAN BE ISSUED. RIVERSIDE BENCHMARK NO.BM E-3-7D.ELEV.1279.829. BRASS DISC IN CONCRETE P09 72'NORM OF Y FILE NO. PH: (949) 236-5167 DESIGNED BY: WMC DRAWN BY: WMC I INTERSECT ON OF COt oON STREET AND MISSION TAk 27 EAST O THE CEN fltUNE OF MISSION 7RAA PH: 714-668-5600 PH: 714-668-5600 of CA�ee BASIS OF BEARING: LOT 62-64 WWW.SOIIWOTI(SIfIC.COIII CENIERUNE OF CEREAL STREET.BENG N5Y52'48WI.BERM MONPAR IS 3 Nn 4,BEING THE CENTERUNE CHECKED BY: S.MLSON PROJECT MANAGER:S.MLSON WALTER E.ALLI ON 45448 CITY ENGINEER DA INTEMCTIONS OF CEREAL STREET AND STONEMAN STREET AND CEREAL STREET NO COtYDON STREET \ GREENSKEEP ER eC v I I 1 \ � I � 1 6.4 TC 266.3 TCEc _- _------_=----- 6.1 1269,�/G { 1268.CONSTRUCTION NOTES G� ICONS77tUCT HARDSCAPE COLOR AND FINISH PER LANDSCAPE ARCHITECT'S PLAN 49.63' 69.5 6. I a-INSTALL REDWOOD PA NNG HEADER PER DETAIL D ON SHEET 2 69. FG FG L So--INSTALL 9"GRA7E INLET(NDS p70)PER DETAIL"B"&INLET \\ PROPOSED ,$ c 269.4 12 II , 6g.0 SEDIMENT TRAP PER DETAIL CON SHEET 2 69. \r o--INSTALL 4"PVC SDR 35 W7H PIPE BEDDING PER DETAIL"A"ON MEET 2 \ VINYL FENCE J/ `� F� - 4 II ` FG I 5 CONSTRUCT 3'AC PAVEMENT OVER 95%MEN.COMPACTED NA77VE PER GE07ECHNICAL REPORT -------------------- �' I '' ------------------ ----- - G RA E BREAK 6 I j: -.-CONSTRUCT OVERFLOW WALL DRAIN PER DETAIL"E•ON SHEET 2 I 7 61.41' 69 7 60.00' I To--CONSTRUCT PRIVAIE DRAIN THROUGH CURB PER CITY OF LAKE ELSINORE I 99.5 6 69. I STANDARD NO.303 �- FG 1268•4 FG FG FG I 12 CONSTRUCT CONCRETE DRIVEWAY APPROACH PER RIVERSIDE COUNTY STD.NO.207 co FG \$ 13 INSTALL SANDBAGS PER DETAIL G ON SHEET 2 S I II 14 CONSTRUCT 4"PCC DRIVEWAY I 69.40 o 69. n Ij iX FL- 1X } I" FL-HP 68.90 1X.-- - -..__... %. j.._-... ... ... ...\ ix FL-HP NOTE: NO FIXTURES ARE LOCATED BELOW THE NEAREST a \ / UPSTREAM SEWER MANHOLE AND NO BACKWATER VALVES ARE REQUIRED. i I 6FL 6. ti FL FL j NI 6FL FL 14 OF 7. 13 56' FL 68.54 q Q 68.14 TI I i 0 DF I ' 0' DF 0.1'FL DF OF I O FL LEGEND OF FF=70.17 DF #■■■■■ EXISTING BLOCK WALL r- 21 2 0 + 2A MASTER DEVELOPER INSTALLED WALL 2A �� PAD=69.5 3 B g FF=69.87 j FF=69.47 1 i &FENCE-SEE MASTER DEVELOPER I LANDSCAPE PLANS 6. 0' 1 C PAD=69.2 > PAD=68.8 i { I - FF=70.3 7 et I TUBE FENCE ON TOP OF CAN WALL I I ^ ��� SEE SEPARATE WALL PLAN rn PAD=69.7 29273 GFF=69.54 ^ 29269CE a i i'-` 4. 9277 I { -0- SEE KARATE WALL PLAN r� 6'MASONRY WALL I GFF=69.67 I SEE SEPARATE WALL PLAN 6' 29277 1 ^ 4- 6' GFF=69.87 I GFF=69.14 69.14 FS - 6 .00' 10.00' _ I 6 { DEEPENED F0077NG(LENGTH PER PLAN) 170.37 FF 70.04 FSFT 68.17 j 1 69.E LOT LINE 1 I I 69.94 FS 70.17 FF I FL 1 I - ti! 6�70 ----RIGHT-OF-WAY 0 N! 69.84 FS 6 I 6 I GL-69.37 + - DEEPENED F007ING(LENGTH PER PLAN) I OF + 688. 69.67 FS 69.87 FF 0.5' 11 - SANDBAGS 69.34 FS 6FL 4 69.54 FS OF II 67.6 - \� 68.7 68.43 0.5' wl 0.T �GL=68.97 �. OF II 3'xT CONCRETE PAD FL FL I DF GL=69.50 OF 69.44 FS -'�`+ I1� 12.00' \ 0.T I a 4" I 68.77 FS ^ 14 dx! GL=69.70 OF 2-4" I os I 268 \ i I 1 O 69.32 K OF OF 2.iX I Fc�j 6 \ \ 1\ x�X FS Oi� . US FFs 42 / I AREI 3 ro FL 1 k II $N Im 8 I N FS � .� \�-------p-us-�. -any -� -- -- 67.84 1-�� --- ------ ------�------ It w - -67.36- I - wm- -� --�------ _:�----- I�- m -��_----R __4fr.7-7__ - - -- 'I -- - fir- -- -- ---60.00'---- 1 _ R o 55.00_ .ES. FS S ti oo� ova o`�i'o o�i'd �e Alt W � � 12.. 72 $ 16 12 121 7 e2 0.58% �SBX) - ❑ 0.58X) o0 - - - - --- - - - � - - s�s� FIRST GREEN s�s9�y� N I (EXISTING STREET AND UTILITIES) a °o GRAPHIC SCALE - -------------- - ----- --- 7-- ------ -- -------- ------------ ------ --- - - -� -- -- s - - o-- -_ -- -_-- - _-__- - 10 0 5 b 7I�_'� 10 YO ------ --------------- - ------------ -------- --5 �� I"I SCC I 6 -- .�-----3Sn.d--- 1 IN FEET) c\ - ------ ------ --\1-- -_ ',. O AAAiiI CD �1TJ/3 CiV 12117 /°I 1 nch= lB ft. d ENGINEERING GEOLOGIST: SOILS ENGINEER: OWNER REVISIONS: PREPARED UNDER SUPERVISION OF: SCALE: �1 Wi Sore MiK,4M CITY OF LAKE ELSINORE CRAIG MORAES eeo�� 11 CORPORATION R PO RATI O N SOILWORKS, INC. SOILWORKS, INC. �� Nt W MODEL PRECISE GRADING sf1EEr 5 RYLAND HOMES 5 o s SCO M.WILSON DATE DATE: o EARTH SCIENCES GROUP EARTH SCIENCES GROUP h RCE NO.49884 EXP. 9-30-16 9 CORPORATE PARK, T: 949-679-0090 FORWARD PLANNER SUITE 100 F: 949-.679-0091 BUILD-=SITE AND GRADING PLAN rn 350 FlSCHER AVENUE 350 FlSCHER AVENUE rb.114 OF 49 DISCOVERY, SUITE 250 * e.a a/�oHe * THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE IRVINE,CA 92606 cv COSTA MESA, CA 92626 COSTA MESA, CA 92626 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND eENCNMArm: PH: 714-668-5600 PH: 714-668-5600 IRVINE, CA 92618 MARK DESCRIPTION BY Nmc DATEsrq� avt Ems\! THE STATE LAWS,AN PERMIT CAN BE ISSUED. RNA N.ENO EM EE1 i127T.8 zYBMSS D t IN OUNICRUEP POST 772'NORTH � TRACT NO. 31920-8 FILE N0. PH: (949) 236-5167 DESIGNED 8Y: wMC DRAWN BY: WMC °� �A" y3 > BA�s of BEAPoND: LOTS 18-21 www.soilwoEl(SifIC.CORI CHECKED BY: S.WILSON PROJECT MANAGER:S.NLSON WALTER E.AWSON 45448 CITY ENGINEER 'DA iNrCEEIWTIOONsOF CEREAL LEE1si V AND ST 5U x.RM AND�uAAL S r AND CWQON�uNE dui I VA \\ % REENSKEEPER BC --_:_ h i I ___.___ \\ ~ I I I \\ C \\ \ i 266,3 -------- „ \\\ G E „ ------ I 126g•69 6G 1268.QONSTRUCTION NOTES FC I G -- ICONS7RUCT HARDSCAPE,COLOR AND FINISH PER LANDSCAPE ARCHITECTS PLAN O-INSTALL REDWOOD PAVING HEADER PER DETAIL D ON SHEET 2 F� 6,) I 2 l.�INSTALL 9"GRATE INLET(NDS P970)PER DETAIL B"&INLET 269. 1 •0 SEDIMENT TRAP PER DETAIL"C ON SHEET 2 I \ PROPOSED ci �'� 4 269 I �"� { INSTALL 4"PVC SOR 35 WIIH PIPE BEDDING PER DETAIL"A•ON SHEET 2 NNri FENCE -- - ---------J/ \ FG �- 4 F I CONSTRUCT 3"AC PAVEMENT OVER 95%MIN.COMPACTED NATIVE PER GE07ECHNICAL REPORT ti I I C G A E BREAK C __ - I_a:�--CONSTRUCT OVERFLOW WALL DRAIN PER DETAIL E•ON SHEET 2 I` 61.41' 60.00' N I O7-CONSTRUCT PRIVATE DRAIN THROUGH CURB PER CITY OF LAKE ELSINORE i FG 7 12 7 69.5 69.5 I STANDARD NO.303 68.4 FIG FIGFG $ 12 CONSTRUCT CONCRETE DRIVEWAY APPROACH PER RIVURSIDE COUNTY STD.NO.207 FG' �-p ;1"/ II 13 INSTALL SANDBAGS PER DETAIL G ON MEET 2 C \ N \ �pO O Y N 68.50 I 1{ CONSTRUCT 4"PCC DRIVEWAY FL 69.�P 1Xro 1% �9.�y... n ix68.90 _ I \ / \ I Ix - - FL-HP 1� II I NOTE: NO FIXTURES ARE LOCATED BELOW THE NEAREST 6;/ _-_ VALVES ARE REQUIRED.UPSTREAM SEWER ` HOLE AND NO BACKWATER \ N 1 I I FL 6FL FL 4 FL I I w 6FL{ pF 7 13.56' 0.2' I 6FBLi4 0 1' 0.1' u _ _ DF DF 1 18 68FL 4 i LEGEND DF rj 2 1 FF=70.17 2 O OF +I 2A EXISTING BLOCK WALL i PAD=69.5 I 1 " I ® MASTER DEVELOPER INSTALLED WALL ' 2A K 3 B 9 FF=69.87 1 FF=69.47 ° I &FENCE-SEE MASTER DEVELOPER I o �' I I LANDSCAPE PLANS. FF=70.37 i� 6 1 C PAD=69.2 PAD=68.8 rn I PAD=69.7 2927 ^I I GFF=69.54 ^ I E " ON LP of CMu WALL SEE FENCE WALL PLAN ..00' 29277 6'WOOD FENCE NN; I SEE SEPARATE WALL PLAN ii i 29269 " 4•ti • - . 2927? ice II ^ � PAE6" GFF=69.87 5. GFF-69.14 69.47 FF SEPARATE PLAN 69.14 FS 6 10.00' I 6 i DEEPENED FOOTING(LENGTH PER PLAN) 70.37 FF 77 70.04 FS 1 169.04 FS LOT LINE I y1 70:17 FF j� 6n17 i N1 6Z 0 ---_RIGHT-OF-WAY 69.94 FS c�v! 69.84 FS 6 I 1 6 i GL=69.37 I DEEPENED FOOTING(LENGTH PER PLAN) OF 68.45 69. 7 FS 69.87 FF 0.5' 11 - SANDBAGS FI' 69.34 FS 68.24 OF I 67.63 - 6F 1 0.5' N 7, 69.54 FS FL OF i I 3h7'CONCRETE PAD s 7o F. 1 DF GL=69.50 I ss.aa Fs I 1 lzoo' oT E= 4• OF i� K GL=68.97 QQ GL=69.70 pF I ossz a•Fs 14 �l os i 1 / OF 6 \ II 1 O 69.32 R DF o 21% / F �6 \ 1\ I 2.4x 14 a+ O1 28% 14 \ 68 42 M C� � 68.02 Fs N II INK 0 f's �' I �. 68. ro I FL N % \\ \ _ gt 'moo a+ ti/o IV as I'? N FS ---- .� 6775---- -------- ------------ .1LE` w \ 67.36 - I� - 87T2- - -- ------ ---- -i Q� -'�----R __4fr77__ - - -- pr_ -- - --_60.00•_--- 1 R o 55.00 '-- FS ~ - - -F�- 59.81•-'_---__ _ -- - ------------------------- 1--l.g.�-------- ---I J----------- 13 �2$ 0% 13 li% 13 oo,o ova oN� a`ug� 5 12 12 � � 12 12 17 0.58% (o,5sz) o.56x) (oy5sx) 100 FIRST GR�N - o - - - - -�- - - - s - - 1 (EXISTING STREET AND UTILITIES) Z` E ID N GRAPHIC SCALE -- _  --TT------- --- >-- -- - - --------- - ---(r_- _------- ------ --- - - sj -- - s - (Dg -�1co� o o zo - --- �\_ rn_ rn ----------- -------- --- - S3 ��OL� -- a�---- 5 0 Li A ( IN FEET) O 1 inch= 10 ft. CD Qf Sw8 !fV f9/H//S RELY 9- REVISIONS: PREP ED UNDE SUPERVISION OF: SCALE: W►LSON M►KAM► CITY OF LAKE ELSINORE ENGINEERING GEOLOGIST: SOILS ENGINEER- OWNER: Qao[Ess1 /5 SOILWORKS, INC. SOILWORKS, INC. CRAIG MORAES Qo��1L► SCOTT M.WILSON DATE W CORPORATION MODEL PRECISE GRADING SHEET 5A o o f RCE NO.49884 EXP. 9-30-16 DATE: o EARTH SCIENCES GROUP EARTH SCIENCES GROUP RYLAND HOMES - o 9 CORPORATE PARK, T. 949-679-0090 350 FlSCHER AVENUE 350 FlSCHER AVENUE FORWARD PLANNER SUITE 100 F: 949-679-0091 No.a9Bea THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE VNIIN THE q//S 1RVINE,CA 92606 BUILD-OUT SITE AND GRADING PLAN � 7 N COSTA MESA, CA 92626 COSTA MESA, CA 92626 49 DISCOVERY, SUITE 250 1 REVISED BUILDING F007PRINT PLANS AND UN17S OPRONAL PADOI. . 6 * E.P.9/=0/18 * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND BEND MA C o IRVINE, CA 92618 NARK DESCRIPTION DALE rlq c[va ! STATE LAWS,AND A PERMIT CAN BE ISSUED. RIVERSIDE B04CHWM NO.ON E-3-70.E D.1279.829. BRASS DISC IN CONCRETE POST 72'NORTH OF Y TRACT NO. 31920-8 FILE NO. PH: 714-668-5600 PH' 714-668-5600 of CAU\ DATE: INTERSECnON OF CORaM STREET MA MISSION 7WJL 27'EASE OF THE CENTERLINE OF MISSO TRAIL i PH: (949) 236-5167 DESIGNED BY: WMC DRAWN BY: WMC BASIS OF BEARING: LOTS 18-Z1 www.soilworksinc.corn CHECKED BY: S.WILSON PROJECT MANAGER:S.NALSON KEN RUKAVINA,RCE/42866,INTERIM CITY ENGINEER EXP.3-13-16 INTERSECTIONS CB CTIONS OF�� �Sr75�� MONUMENTS DµD.CO ETREETERUNE CONSTRUCTION NOTES II ` GREENSKEEPER 7o-CONSTRUCTREDWOOD HARDSGA VI COLOR AND FINISH PER LANDSCAPE ARCHITECT'S PLAN �.-INSTALL REDWOOD PAVING HEADER PER DETAIL I ON SHEET 2 INSTALL 9"GRATE INLET(NDS J970) PER DETAIL"B"&INLET SEDIMENT TRAP PER DETAIL C ON SHEET 2 INSTALL 4"PVC SDR 35 WITH PIPE BEDDING PER DETAIL"A"ON SHEET 2 SO-CONSTRUCT 3"AC PAVEMENT OVER 95% MIN. COMPACTED NATIVE PER GEOTECHNICAL REPORT 60--CONSTRUCT OVERFLOW WALL DRAIN PER DETAIL"E"ON SHEET 2 7a-CONSTRUCT PRIVATE DRAIN THROUGH CURB PER CITY OF LAKE ELSINORE STANDARD NO. 303 20.09' 12t3 CONSTRUCT CONCRETE DRIVEWAY APPROACH PER RIVERSIDE COUNTY STD. NO.207 O.C. 69.1 1 INSTALL SANDBAGS PER DETAIL G ON SHEET 2 ---� FG 14 CONSTRUCT 4"PCC DRIVEWAY 77 36.20 16 INSTALL 12"SQUARE GRATE INLET N.D.S. 1211-1290 (BLACK) PER DETAIL"L"ON SHEET 17 CONSTRUCT POP-UP DRAINAGE EMITTER WITH 4"DRAIN PIPE PER DETAIL"M"ON SHEET 6 ------ 13 18 INSTALL 4"P.V.C. (SDR-35) DRAIN PIPE. (S=0.01 MIN. UNLESS OTHERWISE NOTED). I I / 69.2 69.2 I�� - I ' 35.83 FG O.C. FG at ( N I PROPM VINYL FENCE 'I I I I I 61.41' 69.5 60.00' 69.5 'I 69.7 6" FG FG I FG FG to f A � ( 68.8 n N \\1 I 1.2% HP FL 1.2% 68.25 TG 69.12 16 n r67 $ 68.90 TG ------ -- ------- I 5 i6 67.42 I. 2 n 68.07INV I HP FL 69.2 16 I 68.55 T 68.55 TG �1.2% 'FL L2X HP FL L4% i6 i6 --- -' -- -- -- -- I ..--r- .-y. --- H --I I 1.2% .. .._ - 1.2% ( 7 6 .2 INV 67.72 INV 67 6 I 68.25 TG 1 I NOTE.N���FIXTURES SEWER MANHOLE AND NO BACKWATER 6INV 16 69.10 T I 61NV6 -________ INV 6 I 67.42 I VALVES ARE REQUIRED. INV .2 1 =__ -- 68.00 oe ae}, r r �; 67.36 6 N L 67.34 �'/'� �I I Tn a o_ V " INVy, 66.22 INV j � cINV 69.4 N ^ N I I �i 18 N �7 1 N 13.6' 18 �4 18 N HP 18 18 u u I 7.1' I LEGEND I I 5 69.4 I 68.7 1 68.7 69.5 6 18 HP 69.1 HP 5 i Hp HPHP k HP 1 EXISTING BLOCK WALL 6' HP 5 ..,. ,,.� , FF=70.17 "1 6890 TG FF=69.87 _HP. i s to FF=69.47 ® EXISTING LOW WALL PAD=69.5 67.471NV 16 N N 6840 T �� PROPOSED VINYL FENCE FF=7D.37 N 6s.20 TG 16 69.,o TG PAD=69.2 o , PAD=68.8 16 6i.o INv w � 6'MASONRY WALL I I $o 69.20 TG 16 "0 6.5 INV fi7.75 INV .> SEE SEPARATE WALL PLAN 'I I 68.01 T PAD=69.7 69.40 *,� `Y g I 18 I I 16 Dt o e 2 0 I ^ 68.0 INTG V 16 I DEEPENED FOOTING (LENGTH PER PLAN) p 69.0 16 68.90 TG I tE I ' I 2 1 HP 3 U .., o g l HP 3 C R 67.39 V I 2A aE LOT LINE J v 69.5 ry N g l 5 6 Hp I ___- RIGHT-OF-WAY 7�12AR Hp - 6 69 3 69.0 cxD0000- SANDBAGS �I I 4 I 6 HP ae i ^ 68.80 TG HP 6 HP I 0 3'xT CONCRETE PAD �, 16 69.10 TG N i 67.31 INV 16 `N `O 69.20 TG 67. I 68.40 TG 7cli .46 NV 16 .. t6 II I k 7.37 FF 69.30 T 6.2 10, I 68.9 6 16 68.70 TG 66.99 I (1)-6-RISER o I o 16 6 ae I n Hp 6.2 I 69.47 FF d' 69.05 FS N I I I N 70.04 F5 - 9.1 i 0.0' 68'5 69.14 FS Cs I I < I 89.2 FL-GB 70.17 FF 69.87 FF DF HP 68.55 FS 69.84 FS 69.54 FS 66.6 az 0.0' a IOF I DF 5r py a FL-GB v 68.1 a.l 68.3 _ 0 68.2 rn - FL `�I FL-GB 67:76 IW (1)669.FS GL=69.70Fi li GL=69.50 �j e N N F�L-GB Nj GL=69.20 FL i GL=68.80 0.1' 1 68.90 0l 0.3 I 68.40 TG 17 (1)-6"RISER 68.50 TG 17 0.4' ( DF "' I \ 1 I xz 17 i 1 I 7.0 a O 1 NII- N pII 69.67 FS 67.10 DF o I 68.21 - i5 5 I -1 69.17 FS \ \ FS 67.80 TG 69.02 17�'"" 68.90 1.4R N 17 67.85 TG `+` I 67.70 TG 17 17 66.60 INV I �' _ ` (� 67.0 I I FS-GB �Iz b N (2)-6"RISER _ 66.80 I 1 \ ; FS I 69.04 FS �+� 69.28 FS n ml \\ % Mf 69.1 K cri 14 4Y° I O ae14 N et Nj� 1 �� �\ 66.26 FSn�� lao O O N ,n mI 68.2Q 4e ,� Il 14 g 70TG n � 67.30 -L�'-- r7 ��-----!?LL£ --- ---- --- --- --- ---1`------- ----- r-- ----------- -- ---- --- -- ---- - --- -------- O.C. N -- --AD ----- --- --- 60.00 55.00 - 48.22' a % 13 FS FS FS FS 13 FS FS FS 13 FS =4Q�`'�S N•ST,pF co 68.10 68.00 67.92 67.84 67.45 67.36 67.27 67.17 �pµfffESS/ O C 70862 A - - z ,i " s113/l8 Z m 2 m sj9� CA`\F�t.��P NICHOLAS A.STREE R R.C.E 70862 pA ENGINEER'S STATEMENT: c� (0.58%) THIS DELTA REVISION®HAS BEEN PREPARED BY ADAMS _ STREETER CIVIL ENGINEERS. THIS PLAN IS IDENTICAL TO THE 6� F - M NPREVIOUSLY OTED HEREON.PROVED PLAN, EXCEP'fFOR THE REVISIONS 526� Ilk- FIRST GREEN (EXISTING STREET AND UTILITIES) o m �as•o lz O C / N X o Sj $j y6 ozLs 01*3 GRAPHIC SCALE -------------- o lo a m m a SEE SFEET 6 (1R FELT L moe 00G 10) m O 6 V 5/25/! REVISIONS: PREPARED UNDER SUPERVISION OF: SCALE: WILSON MIKAMI r\ ENGINEERING GEOLOGIST: SOILS ENGINEER: OWNER: CITY OF LAKE ELSINORE M r7 REMSED PLAN TYPE ON LOT 19,REMSED PUN TYPE CALLOUT ON -31- pftOTFSSi C R PO RATI O N c� SOILWORKS, INC. SOILWORKS, INC. CRAIG MORAES LOT 21•REM LOCA71ON OF OPIIONAL PA80 ON LOTS 18 AND o�A ►77 off SCE NO.4W6LS4 N EXP. 9-30-i6 DATE DATE: W MODEL PRECISE GRADING SHEET 5B I RYLAND HOMES 21 REMSED aeaTNaOE SWALE ADDm DRAINAGE PIPES AND 9 CORPORATE PARK, T: 949-679-DO90 -7 o EARTH SCIENCES GROUP EARTH SCIENCES GROUP FORWARD, PLANNER 21,ff DEMO F00WASCNLOTS I8-21. ,1, IggB4 A THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE MATH THE SUITE 100 F: 949-679-0091 �L0-(X �gM AW� PLAN OF T i 350 FlSCHER AVENUE 350 FlSCHER AVENUE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND IRV9lE CA 92606 cD 49 DISCOVERY, SUITE 250 1 RENSm BUILDING FOOTPPoNT PUN 3 AND UN175 CPIICN PATIO a"o,pgy�e o COSTA MESA, CA 92626 COSTA MESA, CA 92626 IRVINE, CA 92618 MNtlf OESCRkTKM BY u PB. DATE f� P STATE LAWS AND PERMIT CAN BE ISSUED. e�1aaMB1c iq E-3 7Q ELEV.1279.829. 9G55 BISC N coNCBE1E POSE 72'NglBI OFT TRACT NO. M920-8 FILE NO. N PH: 714-668-5600 PH: 714-668-5600 9lF oT cp\t n cna,aP COMM STREET um ISsa+mu 2Y EAST OF THE CDOERA E OF MWON TPNL �p e� V / / PH: (949) 236-5167 DESIGNED 13Y: WMC DRAWN BY: WMC DATE:LAKE EL /$ BEING THE 0WER4M LOTS 18-21 \� `0•-1 WWw.SOilwoFlCSinc.com CHECKED BY: S.WILSON PROJECT MANAGER:S.MALSIXJ BRAD FAGRELL,RCE 43920,Cltt ENgNEER,CITY OF LAKE ELSINORE �u.XW. T W sr ,wB�OEa.��.aaRWIM SUM i I , I I I I I I I I I I I I � I I PROPOSED I I ViNri FENCE I I 55.00' ------- — — -------------- 66.65, 68.6 FG 68.20 FG FG --- _ CONS 1 RUC 1 M NOTES I _ ... ... ._ CONSTRUCT HARDSCAPE,COLOR AND FINISH PER LANDSCAPE ARCHITECT'S PLAN ix 7` O—INSTALL REDWOOD PAVING HEADER PER DETAIL D ON SHEET 2 INSTALL 9'GRATE INLET(NDS P70)PER DETAIL 78't INLET TRAP ' 67.84 8784 $ yj $'ORIENT PER DETAIL"C ON SHEET 2 (�—INSTALL 4'PVC SOR J5 WITH PIPE BEDDING PER DETAIL A'ON SHEET 2 FL FL 6.14 _ \ 5a-CONSTRUCT 3"AC PAVEMENT OVER 95%MIN.COMPACTED NA77VE PER GEOTECHNICAL REPORT CONSTRUCT OVERFLOW WALL DRAIN PER DETAIL'E"ON SHEET 2 O 0.1 OF 7a CONSTRUCT PRIVATE DRAIN THROUGH CURB PER CITY OF LAKE ELSINORE OF 1 STANDARD NO.303 DF 12 CONSTRUCT CONCRETE DRIVEWAY APPROACH PER RIVERSIDE COUNTY STD.NO.207 O I DF I 13 INSTALL SANDBAGS PER DETAIL G ON SHEET 2 14 CONSTRUCT 4'PCC DRIVEWAY 500, I o GFF=68.84 FF=69 47 g NOTE: NO UPSTREAM FIXTURES SEWER MANHOLE AND NO BACKWATER a ti I PAD=68,8 ac' I VALVES ARE REQUIRED. FF=69.17 I f �^ PAD=68.5 6.00' I 29282 i 67.45 I 29286 6 69.47 Fr e GFF- FL 69.14 FS -68.97 GL=68.67 I I 0.5E 69.17 FF 6 f 69'� I LEGEND OF I a "1 µ 1 68.07 FS EXISTING BLOCK WALL 6Z32 I 81, 0.5E MASTER DEVELOPER INSTALLED WALL I 67.79 - FL I DF I i FENCE-SEE MASTER DEVELOPER -`--- o `` 1� FS O 6FS LANDSCAPE PLANS 11 f ac 2.2% 0.6E O/ GL=68.80 1 ,N OF I II �� TUBE FENCE ON ATOPLL L CMU WALL �� ^U �'s� 2_SR 6FS OF SEE SEPARATE PLAN SEE SEPARATE WALL PLAN \ i 'Icn Q0 ` _ II 6'MASONRY WALL }--- O SEE SEPARATE WA ---- LL PLAN66.58 6867 It -6..D - 6Z11 I DEEPENED FOOnNc(LENGTH PER PLAN) FS -j LOT UNE o I - - _ ----RIGHT—OF—WAY fit. 13 _ - W DEEPENED FOOTING(LENGTH PER PUN) •mod 9i y�Y ,4� 5-"� v W = --n- SANDBAGS �yLy N 121 ' co) 0 3z7'CONCRETE PAD W 66.9 IM 12 (j) — — _ — 53.83 \ RRs GRE— N SEw,R (EXISTING STREET AND UTILITIES) El � F[ �m ?moo �' ------- k- I ---- ------- --- -- - q�\ I -------- ----- 4 GRAPHIC SCALE E I SEE SHEET 5 p A ( IN TEED) 1 inch= 10 rL iL tY � ENGINEERING GEOLOGIST: SOILS ENGINEER: OWNER REVISIONS: PREPARED UNDER SUPERVISION OF: SCALE: M WILSON MIKAMI CITY OF LAKE ELSINORE � SOILWORKS, INC. SOILWORKS, INC. CRAIG MORAES e`N-W/, /Z-/S� CORPORATION o, o SCOTT M.WILSON DATE MODEL PRECISE GRADING SHEET B o EARTH SCIENCES GROUP EARTH SCIENCES GROUP RYLAND HOMES RCE NO.49884 EXP. 9-30-16 DAB' 9 CORPORATE PARK, T. 949-679-0090 FORWARD PLANNER =" SUITE 100 F: 949-679-0091 BULD-OUT Sn AND GRADING PLAN oF 7 m 350 FlSCHER AVENUE 350 FISCHER AVENUE NO' 4 A THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE IRATE CA 92606 CV COSTA MESA 'NORTH OF , CA 92626 COSTA MESA, CA 92626 49 DISCOVERY, SUITE 250 * Exp,9�d(VIB * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND MINMARIE PH: 714-668-5600 PH: 714-668-5600 IRVINE, CA 92618 Mum DESCRIPTION BY APPR. DALE flq CA`\F \d THE STATE LAWS,AND ERMIT CAN BE ISSUED. R GN BENCHMARK como�ou' � 2> 27 Pws79.829. 3 Or THE GeNIE ip DISC IN CONCRETE POST ssroN Y TRACT NO. 319�2y0-8 FILE NO. PH: (949) 236-5167 DESIGNED BY: WMC DRAWN BY: WMC Z BASS OF BEARING: LOTS 6O—V 1 WWW.SOIIWOFICSIDC.CORT CHECKED BY: S.WILSON PROJECT MANAGER:S.WILSON WALTER .ALLISON RCE 45448 CITY ENGINEER DA � BEING N5252'4e'WSf Mo�NU3 TANDa, �THSC�TENONE I I I I I I I I I I I I , I I , ED VINYLOPO FENCE I I 55.00' -------f - -------- 66.65' 68.6 FG FG I FG _ 68.20 00NSTRUCTION NOTES la-CONSTRUCT HARDSCAPE,COLOR AND FINISH PER LANDSCAPE ARCHITECT'S PLAN N - --- INSTALL REDWOOD PAVING HEADER PER DETAIL D ON SHEET 2 So-INSTALL 9• ON GRATE INLET(NDS70)PER DETAIL B"&INLET 1 SEDIMENT TRAP PER DETAIL"C SHEET 2 1 o FL FL .14 INSTALL 4•PVC SOR 35 WITH PIPE BEDDING PER DETAIL A"ON SHEET 2 w I 6 11 :I w I O5 -CONSTRUCT 3•AC PAVEMENT OVER 95X ANN.COMPACTED NA17VE PER GEOTECHNICAL REPORT FL FL +, CONSTRUCT OVERFLOW WALL DRAIN PER DETAIL E•ON SHEET 2 ` 0.1 0.7' 8.14 t ! O7-CONSTRUCT PRIVATE DRAIN THROUGH CURB PER CITY OF LAKE ELSINORE OF OF al, F1' STANDARD NO..303 12 CONSTRUCT CONCRETE DRIVEWAY APPROACH PER RIVERSIDE COUNTY STD.NO.207 OF ! 13 INSTALL SANDBAGS PER DETAIL G ON SHEET 2 ' 60 (14 GDNSIRUGT 4•PGG DRIVEWAY soo' 1 B i 2C GFF=68.84 I 5. NOTE: NO FIXTURES ARE LOCATED BELOW THE NEAREST o L ti k FF= 69.47 UPSTREAM SEWER MANHOLE AND NO BACKWATER 4 I I PAD=68.8 +e I VALVES ARE REQUIRED. FF=69.17 II f �^ PAD=68.5 6.b0I 29282 29286 I 6 s" 69.47 FF I sFL FL 69 14 FS GFF=68.97 GL=68.67 a5' 69.17 FF 6 : 6„D4 FS ' LEGEND OF 4 FL N� 14 - 68.07 FS ..... EXISDNG BLOCK WALL 0.5' MASTER DEVELOPER INSTALLED WALL 67.32 i DF ¢� &FENCE-SEE MASTER DEVELOPER 67.79 FL 67.63 LANDSCAPE PLANS \ 1� 22X o D.6' o GL=68.80� 1 TUBE FENCE ON TOP OF CMU WALL DF I I SEE SEPARATE WALL PLAN ^U' 1 �!s 2.5T 6FS OF I 6'WOOD FENCE -0- SEE SEPARATE WALL PLAN '� ^ 6'MASONRY WALL I t--- --- - ----- I- P.U.f._ �a o 9 I SEE SEPARATE WALL PLAN 6.58 6FS ---o�T1� _- .�... --- - -- -- - - 1- -37.7J2 61 OOTiN (LENGTH PER PLAN) ! DEEPENED F GLEN AN - ! __ LOT LINE o I _I -- - - - ----RIGHT-OF-WAY N ss �� 1■ m$ 13 v __ - W DEEPENED F007ING(LENGTH PER PLAN) ��•pi 9yti O I o m v _ - SANDBAGS yL�i N can m n �� (n 12 W 0 3k7'CONCRETE PAD �^° LLI _ rI,g311V. 12 FOS f GRE N SUP HOLE � - - - - _ _ "� L -� - L1 � (EXISTING STREET AND UTILITIES) (�� vn ll c\j U -- ------- ---- ------- --- -------- U - m ,H86s I co 4 V } y• Z G4 y GRAPHIC SCALE a e 5 SEE SHEET 5 Jz CD (IN FEET) O 1 inch= 10 ft. � $w8 (iv �/!•1-/�5 Rav� 3 m ENGINEERING GEOLOGIST SOILS ENGINEER OWNER REVISIONS: PREP D UNDER SUPERVISION OF: SCALE. WILSON MIKAMI CITY OF LAKE ELSINORE QROTLssI SOILWORKS, INC. SOILWORKS, INC. CRAIG MORAES �t�►• SCOTT M.WRSON DATE CORPORATION MODEL PRECISE GRADING SHEET 6A o EARTH SCIENCES GROUP EARTH SCIENCES GROUP RYLAND HOMES c RCE NO.49884 EXP. 9-30-16 DATE: 9 CORPORATE PARK, T: 949-679-0090 m 350 FISCHER AVENUE 350 FISCHER AVENUE FORWARD PLANNER SUITE 100 F: 949-679-0091 ] no.aBeet THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE VWTH THE p'/-!,S'" BUILD—OUT SITE AND GRADING PLAN N COSTA MESA, CA 92626 COSTA MESA, CA 92626 49 DISCOVERY, SUITE 250 1 REVISED UNITS OP71ONAL PATIO ( # APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND IRV1N CA 92606 E.P.e/w/�e RIVERS ARK: _ o IRVINE, CA 92618 MARK DESarnGN BY APPR. DATE f9� crva r STATE LAWS,AND A PERMIT CAN BE ISSUED. R cnow coRroon STREET xm IZitiw z� of THE cENIERDNE OF y NORTH O�I T TRACT NO. 31920-8 RLE NO. PH: 714-668-5600 PH: 714-668-5600 PH: (949)236-5167 DESIGNED BY: WMC DRAWN BY: WMC IT cA�� DATE: BASIS OF BEARING: www.soilworksinc.com CHECKED BY: S.WILSON PROJECT MANAGER:S.WILSON KEN RUKANNA,RCE/42866,INTERIM NITM RIM CITY ENGINEER EXP.3-13-16 INTERSECTIONS DNE OFCEREAL �B N5752' M Da,�eiH ,a+E LOTS 60-61 I i I I I I I I I I I I I I I I I I I PROPOSED VINYL FENCE I I 55.00' CONSTRUCTION NOTES -I ------- - -------- --- ---- 1 66.65 iD-CONSTRUCT HARDSCAPE,COLOR AND FINISH PER LANDSCAPE ARCHITECT'S PLAN %-6-6.L 68.. 16 ------- INSTALL REDWOOD PAVING HEADER PER DETAIL D ON SHEET'2 FIG - NDS POLYOLEFIN POP-UP I FG ---- DRAINAGE EMITTER NTH I e - �°1° 2 ---_ So-INSTALL 9"GRATE INLET(NDS 970) PER DETAIL"B"&INLET U.V.INHI&TOR. 68.20 -v ---. SEDIMENT TRAP PER DETAIL"CON SHEET 2 I '^" g _ ;,� - -- I 19 FL HP ^ 1668. iG °�" fG I "- O-INSTALL 4"PVC SDR 35 WITH PIPE BEDDING PER DETAIL"A'ON SHEET 2 NOS 114 BEND SEWER DRAIN = - -- i%- 6.4p1 68.5 68.25 5 CONSTRUCT 3"AC PAVEMENT OVER 95% MIN. COMPACTED NATIVE PER GEOTECHNICAL REPORT ELBOW. ___ 1-12Z- HP FL 18 6'4 TG y`L� i o-- CONSTRUCT OVERFLOW WALL DRAIN PER DETAIL"E"ON SHEET 2 �+ I 67.34 - '- _ _ ; - 0-CONSTRUCT PRIVATE DRAIN THROUGH CURB PER CITY OF LAKE ELSINORE COMPACTED TOPSOIL I _ H \ - I N . I' STANDARD NO. 303 4"DRAIN PIPE I a� ti 2 N n 67.36 I 12 18 CONSTRUCT CONCRETE DRIVEWAY APPROACH PER RIVERSIDE COUNTY STD. N0. 207 6Z84 !,6Z84 INV t 13 INSTALL SANDBAGS PER DETAIL G ON SHEET 2 114"LEACH HOLE ( FL n FL --__ 14 CONSTRUCT 4"PCC DRIVEWAY I I ! h i6 INSTALL 12'SQUARE GRATE INLET N.D.S. 1211-1290 BLACK PER DETAIL"L"ON SHEET 2 PROVIDE TEE ORWYE 1' 0.1' N I { ) AS NEEDED DF I 68 7 18. 1 Q 17 COPI5TRUCT POP-UP DRAINAGE EMITTER WITH 4"DRAM! PIPE PER DETAIL"M"ON SHEET 6 HP - 18 INSTALL 4"P.V.C. (SDR-35) DRAIN PIPE. {5=0.01 MIN.UNLESS OTHERWISE NOTED). CRUSHED STONE DRY WELL I ' cli 7 t 1 ' 6 66.40 FF=69.47 "� 5 I _ ' TG B 16 PAD=68.8 N i SECTION i g GFF=68.84 �I 61 TYPICAL POP-UP DRAWAGE EMMER N M 68.6 ��" 76 66771 68 50 TG NOTE:NO FIXTURES ARE LOCATED BELOW THE NEAREST IVI NOT TO SCALE I !� FF=69.17 i HP 6 I UPSTREAM SEWER MANHOLE AND NO BACKWATER I^ PAD=68.5 6' N t,�; VALVES ARE REQUIRED. I 292861777 i 6FL45 J 69 FF HP ac I I I o 69.14.14 F5 w 0 GL=68.67 I ry DF 68.84 FS 6 I 68.3 FL-GB N' 16 66.98 TG LEGEND 14 I 6&07 FS 8.4' -____a 68.3 LG�ND ` - FL-GB o I I I ®m m EXISTING BLOCK WA LL 6732 (0-6' 0.0' EXISTING LOW WALL F 1 6 9FS F6779 ,o Lqz 67.9 ^i w 68.55 fS -o- PROPOSED VINYL FENCE GB 06� :o N GL=68. n 6' MASONRY WALL OF 66.93 T 17 O D.3, 1 SEE SEPARATE WALL PLAN 68.31 7766.01 TGF I DEEPENED FOOTING(LENGTH PER PLAN) �� ��� FS 66.21 I - LOT '- °j I� ro ro 1 ---- RGHTINOF-WAY - --------- ---- - ---- -- ----- _ rt--- .1, - ib3U- - ocxD000- SANDBAGS _...-_._..._...1,.__ '�' 3'x7' CONCRETE PAD 13 67.10 37.01' a I 67.20 -------- _ s m) - Lu co r� 0.58% t1"' 7 crj 66.9 RIM (� j - - - - - - _ - _ - - 53.83INY. �WCfESS/qy9 w� FIRSTGREEN 5 H - _ - - ��=�Sks'���` W (EXISTING STREET AND UTILITIES) � 2 'rl,Y CIVI\: �.r\d' NICHOLAS A STREETER R.C.€70862 DATE w Rm 7FOF CN\F� j ENGINEER'S STATEMENT: Z -� THIS DELTA REVISION®HAS BEEN PREPARED BY ADAMS STREETER CIVIL ENGINEERS. THIS PLAN IS IDENTICAL TO THE Si PREVIOUSLY APPROVED PLAN, EXCEPT FOR THE REVISIONS Fl NOTED HEREON. c --------- -------------------------- -_'O'0 Ll'L9 S! si o �ii _--- ,ZZ'84 LZ'L9 9si /7/ !/ -- - --- IZ I �OZ m -- CD ANI 09' - r, w i I Ol pgIS L[ I� w Ll 0'99 nN 4l GRAPHIC SCALE O f0 0 0 10 ID b (; SEE SHEET 5 �INr) 0 o � QJDb bV 5/25/[E s ioon- I rt ENGINEERING GEOLOGIST: SOILS ENGINEER: OWNER: REVISIONS: PREPARED UNDER SUPERVISION OF: SCALE AA WILSON MIKAMI CITY OF LAKE ELSINORE cv SOILWORKS, INC. SOILWORKS, INC. CRAIG MORAES y REyIp pUH TYPE CALLOUT RENSED LOCARON OF Q°71oNAL NS• $31-8 ``MWS�1 �^ SCOTT M.YALSON DATE CORPORATION MODEL PRECISE GRADING SHEET 6B a ,r RCE NO.49884 EXP. 9-30-16 DATE: 1. EARTH SCIENCES GROUP EARTH SCIENCES GROUP RYIAND HOMES PATIO REHSED DRAINAGE Sw ADDED DRAINAGE PIPES AND v 9 CORPORATE PARK, T: 949-679-0090 CAM � A•��p �,�� FORWARD PLANNER REDUCED DEEPENED FOOTINGS ON LOT 61. 1y 49BB4-� THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE SUITE 100 F: 949-679-0091 CA i E AND GPAL�JM PLAN OF 7 i 350 FISCHER AVENUE 350 FISCHER AVENUE IRME,CA 92606 co 49 DISCOVERY, SUITE 250 1 RENSED UNITS OPTIONAL PATIO c.p.,„,,. 1F APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND CD COSTA MESA, CA 92626 COSTA MESA, CA 92626 IRVINE, CA 92618 ups DEsaePnDN BY APPR. DATE ffa \P STATE LAWS"AND A PERMI BE ISSUED. MVMK NO BM E-3-70.ELEV.1279.8P9. BRASS 05C W CONMIE POST 72'NDRIN� 1' TRACT NO. 31920-8 FILE NO. i PH: 714-668-5600 PH: 714-668-5600 pH: (949) 236-5167 DESIGNED er. W>wC DRAWN BY: NIAC '�of cn�\� T DATE: S 31-1$ INTERSEMKIN OF CORYDa+m@ET Awl+7Ru sr FwSr OF nle cENiF%xE of u690N IRaL WWW.SOIIwOTI(SInC.COTT1 CHECKED BY: S.WILSON PROJECT MANAq]t:S WILSON BRAD FAGRELL,RC 43920,CITY ENGINEER,CITY LAKE ELSINORE N1 s+uALSDTBT4. LOTS 18-21 \�j-)�(g' PUCE A LAYER OF FlLTER FABRIC(ml— SIDE OPENING CATCH BASIN 14ONC)OVER THE C.B.OPENINGS AND ANCHOR WTH GRAVEL 34GS 4• GRAVEL BAGS(IYP.) T1P. MIN. 5°INK. i \ 2 BAGS \ \ HIGH GRAVEL BAGS (Typ) 9 9 \ _ \ CAS04 SE-V RYPE 3) --- ---- -_- --_ '- ) r, TYP. CATCH BASIN INLET SEDIMENT TRAP V NOT TO SCALE I � � awl SAND BAG(1 WIDE x 2 HIGH) ® vl f0 \ BUR!BAG 1/2 BAG HEIGHT I � FLOW- . J -�_- -- , STAGGER BAGS FIRST SEEN _ -1 - - - (Typ•) 9 C-- -- -- -- GRAVEL BAGSDQ WIDE X 2 HIGH) I ® ® m vo ^� t I I t 1 1 10 Jw - LINKS - - - - 9 LEGEND 1 I , -- - - -- --- - -- ---- I - -- I -- - - --- -- - - -- --- - - -- / 11 -cDcDcDcGRAVEL HAGS I / I - � CONSTRUCTON NOTES ----- F ® / I it 9 INSTALL SINGLE GRAVELBAG ROW PER DETAIL°G°HEREON I INSTALL SINGLE GRAVEUMG ROW PER DETAIL"D°HEREON DIAMOND DRIVE _ - - - � - - - - - - - - - - - - - - -i SCALE: t°= 50 c GRAPHIC SCALE I m - (IN FEET) 3 -a 1 inch= 50 ft. J W O GV )-2/17/llf WILSON MIKAMI ENGINEERING GEOLOGIST= SOILS ENGINEER OWNER REVISIONS: PREPARED UNDER SUPERVISION OF: SCALE: CITY OF LAKE ELSINORE SOILWORKS, INC. SOILWORKS, INC. CRAIG MORAES Quo r _��lit/li /Z-is./ CORPORATION 3 RYLAND HOMES h v� o SCOTT M.WLSON DATE DATE, v 9 SHEET 7 EARTH SCIENCES GROUP EARTH SCIENCES GROUP , RCE No.49884 EXP. 9-30-16 9 CORPORATE PARK, T. 949-679-0090 MODEL PRECISE GRADING FORWARD PLANNER SUITE 100 F. 949-679-0091 7 0 350 FlSCHER AVENUE 350 FlSCHER AVENUE No.aseea THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE'NTH THE IRVINE CA 92606 / COSTA MESA, CA 92626 COSTA MESA, CA 92626 49 DISCOVERY, SUITE 250 E.P.9/w/Is * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND BENCHMARK: EROSION CONTROL PLAN IRVINE, CA 92518 MARK DESCRIPTION BY APPR DATE fjq c[va \P THE TATE LAWS,AND PERMIT CAN BE ISSUED. RRERSIDE BENCHMARK NO.BM E-3-70.ELM 12TsMl BNASS DIX IN CONCRETE Posy/2'NORTH OF FlLE.NO. o PH: 714-668-5600 PH: 714-668-5600 if Of cm _ INTERSECTION CORYDON STREET AND MISSION TRAIL 27'EAST OF THE CENTERLIIE OF MSSION TRAIL LOTS 60-64 AND 18-21 PH: (949) 236-5167 DESIGNED BY: WMC DRAWN BY: WMC I Z BASIS of BEAR NG WWW.SOIIWOTICSIHc.com BASIS OF OF CO2EP1 SDN:ET,BONG N5T52'48W,BETWEEN MONUMENTS 3 PIN 4,BONG 1HE CENTERLRR: v, CHECKED BY: S.WILSON PROJECT MANAGER:S.WiLSON WALTER E.AW CE 45448 CITY ENGINEER DA of APN sraRalNa STREET AND AND