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Home My WebLink AboutTHE COTTAGES PM 37393 Precise Grading GRADIMNOT PRECISE GRADING PLAN 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF LAKE ELSINORE ORDINANCES MER -- OP THE 801 8D,882 AND NDIXPPr ALIT STANDARDS AND SPECIFICATIONS AND THE LATEST EDITION 33. 2. A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT,CITY OF LAKE ELSINORE, FOR T H L COTTAGES AT M I S S I O ti IRAIL2 OR PRIOR TO ANY OPERATION.3. THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY Al UTIUTY COMPANIES AND U.SA. PARCEL 1 1 OF MAP V/_/�S7 ryy �tl� /LROAO ALERT(1-800-422-4133)48 HOURS PRIOR TO GRADING. CgA,YO 4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST 24 HOURS IN ADVANCE CITY OF LAKE ELSINORE LAKESHORE DRIVE N ROAD OF BEGINNING GRADING OPERATIONS. 5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER. LAKE ELSINORE �S HEMLOCK 'TREET 6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE APPROVED, COUNTY OF RIVERSIDE STATE OF CALIFORNIA o �, AND SHALL BE SHOWN ON THE PLAN. o oy PROJECT 7. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE MALIGA R0� 00,, 87E APPROVED.SHALL BE SHOWN ON PLAN,AND SHALL NOT HAVE LESS THAN 90%RELATIVE COMPACTION y9 OUT TO THE FINISHED SURFACE. 8. FILLS SHALL BE COMPACTED THROUGHOUT TO 90%DENSITY AS DETERMINED BY THE MODIFIED FIVE-LAYER A.S.T.M.D-1557 TEST METHOD. NPDES I WON WATER POLLUTION 9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS,SCARIFIED,AND INSPECTED BY THE 1. THE DEVELOPER AND HIS CONTRACTOR ARE RESPONSIBLE FOR IMPLEMENTATION AND MAINTENANCE OF THE SWPPP-APPROVED, PRE-QUALIFIED Y Ay 9j GRADING INSPECTOR AND APPROVED SOILS TESTING AGENCY PRIOR TO THE PLACING OF FlLL. BMP'S FROM THE CALIFORNIA STORM WATER QUALITY ASSOCIATION (CASQA) HANDBOOK I WESSITE FOR CONSTRUCTION TO RETAIN SEDIMENTS FROM AREAS y OLIVE ST. DISTURBED ONSITE TO THE MAXIMUM EXTENT PRACTICABLE. THE EROSION CONTROL MEASURES INCLUDE THOSE SHOWN ON THIS PLAN AND APPLICABLE SWPPP 10. ALL FILL MATERIAL SHALL BE CLEAN EARTH. NO FILL SHALL BE PLACED UNTIL PREPARATION OF AS WELL AS ANY ADDITIONAL EROSION CONTROL MEASURES E G HYDROSEEDING, MULCHING OF STRAW, GRAVEL-BAGGING , DIVERSION DITCHES, RETENTION GROUND IS APPROVED BY THE SOILS ENGINEER. ( •. 11. FINISH GRADE SHALL HAVE A MINIMUM SLOPE GRADIENT OF 2%AWAY FROM STRUCTURES AND A GRADIENT OF BASINS, ETC.) DICTATED BY FIELD CONDITIONS TO PREVENT EROSION AND/OR THE INTRODUCTION R DIRT, MUD OR DEBRIS INTO EXISTING PUBLIC STREETS 1%(MINIMUM)FOR SWALE PROVIDING DRAINAGE TO THE STREETS. AND/OR ONTO ADJACENT PROPERTIES DURING ANY PHASE OF CONSTRUCTION OPERATIONS. •Xy� LEMON STREET 12. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%IF CUT OR FILL SLOPE IS LESS 2• STORM WATER POLLUTION PREVENTION PLAN (SWPPP) SHALL BE KEPT ON-SITE AND MADE AVAILABLE UPON REQUEST OF A REPRESENTATIV E OF THE THAN 10',AND 2%IF CUT OR FILL IS GREATER THAN 10'. DRAINAGE SWALES SHALL BE A MINIMUM OF REGIONAL WATER QUALITY CONTROL BOARD(RWOCB)- SANTA ANA REGION AND/OR THE CITY OF LAKE ELSINORE. 0.5'DEEP AND CONSTRUCTED A MINIMUM OF 2'FROM THE TOP OF CUT R FILL SLOPES. 3. 'CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT AN ANTICIPATED STORM DOES NOT CARRY WASTES R POLLUTANTS OFF THE SITE . DISCHARGES OF MATERIAL OTHER THAN STORM WATER(NON-STORM WATER)ARE PROHIBITED EXCEPT AS AUTHORIZED BY AN INDIVIDUAL NPDES PERMIT UNDER 13. PROVIDE 5'WIDE BY 1'HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5'HIGH. THE STATEWIDE GENERAL PERMIT- CONSTRUCTION ACTIVITY. 14. PROVIDE A BROW DITCH.DESIGNED TO HANDLE 100 YEAR STORM FLOWS ALONG THE TOP OF CUT SLOPES. 4 DETERGENTS , GLUES , LIME, PESTICIDES , HERBICIDES,POTENTIAL POLLUTANTS INCLUDE BUT ARE NOTDFERTIUZERS, WOOD RES RVATITO: SOLID OR UIDIVES, AND CAL LASBES OSSFIBERS ,PFROMLAINT NTS SLANTS FLAKES TAINS RA STUCCO FRAGMENTS; VICINITY MAP 15. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. FUELS, OILS LUBRICANTS, AND HYDRAULIC , RADIATOR R BATTERY FLUIDS ; CONCRETE AND RELATED CUTTING OR CURING RESIDUES; FLOATABLE WASTES ; NOT TO SCALE WASTES FROM ENGINE/EQUIPMENT STEAM CLEANING OR CHEMICAL DEGREASING; WASTES FROM STREET CLEANING; AND SUPER-CHLORINATED POTABLE WATER 16. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER,TO SUPERVISE GRADING AND PROVIDE A FROM LINE FLUSHING AND TESTING. DURING CONSTRUCTION, DISPOSAL OF SUCH MATERIALS SHOULD OCCUR IN A SPECIFIED AND CONTROLLED TEMPORARY AREA FINAL SOILS REPORT WHICH INCLUDES FOUNDATION REQUIREMENTS(SUBDIVISIONS)AND EXPANSIVE ON-SITE PHYSICALLY SEPARATED FROM POTENTIAL STORM WATER RUNOFF, WITH ULTIMATE DISPOSAL IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL CHARACTERISTICS OF THE SOIL REQUIREMENTS. PLUIMM PLM Nam 17. GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL COMPACTION REPORT BY A 5. RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED AT CONSTRUCTION SITE AND MUST NOT BE DISCHARGED TO RECEIVING WATERS OR THE SOILS ENGINEER SHALL BE SUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENTS PRIOR TO LOCAL STORM DRAIN SYSTEM. CPC 710- DRAINAGE OF FIXTURES LOCATED BELOW THE NEXT ISSUANCE OF BUILDING PERMITS. 6. APPROPRIATE BMPS FOR CONSTRUCTION-RELATED MATERIALS, WASTES, SPILLS OR RESIDUES SHALL BE IMPLEMENTED TO ELIMINATE R REDUCE UPSTREAM SEWER MANHOLE OR BELOW MAIN SEWER LEVEL TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES,OR ADJOINING PROPERTIES BY WIND OR RUNOFF. DRAINAGE PIPING SERVING FIXTURES WHICH HAVE FLOOD LEVEL RIMS LOCATED 18. THE GEOTECHNICAL REPORT DATED AUGUST 3.2017 PREPARED BY G3 SOILWORKS 7. MATERIAL STORAGE AND STAGING AREAS SHALL BE ESTABLISHED . FUEL TANK, PORTABLE TOILETS, LIQUIDS, GELS AND POWDERS SHALL HAVE SECONDARY BELOW THE ELEVATION OF THE NEXT UP-STREAM MANHOLE COVER OF 7HE PUBLIC SHALL BE CONSIDERED A PART OF THIS GRADING PLAN AND SHALL BE COMPLIED WITH. CONTAINMENT AND BE STORED AWAY FROM ALL PRIVATE I PUBLIC STORM WATER CONVEYANCE SYSTEMS,SIDEWALKS,RIGHTS-OF-WAYS AND FLOW-UNES. SEWER SERVING SUCH DRAINAGE PIPING SHALL BE PROTECTED FROM BACKFLOW OF 8. ALL PORTABLE MIXERS SHALL HAVE PLASTIC LINERS UNDERNEATH WITH RAVEL BAGS PLACES ON THE DOWN-HILL SIDE OF THE LINERS TO CONTAIN SEWAGE BY INSTALLING AN APPROVED TYPE BACKWATER VALVE. FIXTURES ABOVE 19. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING DISCHARGES. SUCH CONTROLLED STREET WASHING WILL ONLY BE ALLOWED PRIOR TO THE APPUCATION OF ASPHALT SEAL COATS AND ONLY MEN ALL PERTINENT DRAINAGE INLETS SUCH ELEVATION SHALL NOT BE DISCHARGED THROUGH THE BACKWATER VALVE. PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED,THE ELEVATION(WITH RESPECT TO MEAN ARE PROTECTED. SEA LEVEL)SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS 10. ALL CONSTRUCTION CONTACTORS AND SUBCONTRACTOR PERSONNEL ARE TO BE MADE AWARE OF THE REQUIRED BMPS AND GOOD HOUSEKEEPING MEASURES O BACKWATER VALVE SINGLE SYSTEM PER SECTION 710 OF THE C.P.C. REQUIRED,THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. FOR THE PROJECT SITE AND ANY ASSOCIATED CONSTRUCTION STAGING AREAS. 20. ALL PROPERTY CORNERS SHALL BE CLEARLY DEUNEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY 11. DISCHARGING CONTAMINATED GROUNDWATER PRODUCED BY DEWATERING GROUNDWATER THAT HAS INFILTRATED INTO THE CONSTRUCTION SITE IS PROHIBITED. FIXTURES ON THE FIRST FLOOR CONNECTING TO THE BACKWATER VALVE: CONSTRUCTION/GRADING. DISCHARGING NON-CONTAMINATED GROUNDWATER PRODUCED BY DEWATERING ACTIVITIES MAY REQUIRE A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM LOT:NONE 21. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED BY A SOILS ENGINEER (NPDES)PERMIT FROM THE REGIONAL WATER QUALITY CONTROL BOARD. FIXTURE HEIGHT ABOVE FINISH FLOOR 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 HEIGHT. INCLUDING MAINTENANCE ARE REQUIRED ON ALL EXPOSED SLOPES UNTIL SUFFICIENT PERMANENT LANDSCAPING HAS BEEN ESTABLISHED. 100% SLOPE SHOWER 0.17 FEET 22. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. PROTECTION MUST BE IN PLACE PRIOR TO THE ISSUANCE OF THE FINAL CERTIFICATE OF OCCUPANCY. WATER CLOSET 1.2 FEEL 13. VEGETATION CLEARING AND BRUSHING ACTIVITIES SHALL NOT BE INITIATED DURING THE WET SEASON ON ANY SITES WHICH ARE NOT ADEQUATELY 23. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED,IT MUST BE CLEARED,KEYED PROTECTED WITH DESILTING BASINS OR OTHER TEMPORARY DRAINAGE OR CONTROL MEASURES. AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE 14. STOCKPILES OF SOIL SHALL BE PROPERLY SECURED NTH BMP'S TO ELIMINATE OR REDUCE SEDIMENT TRANSPORT FROM THE SITE TO STREETS, PRIVATE ENGINEER'S NOTICE TO CONTRACTOR APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. SLOPES GREATER THAN 5:1 ARE DRAINAGE FACILITIES R ADJACENT PROPERTIES VIA RUNOFF, VEHICLE TRACKING, R WIND. STOCKPILES INACTIVE FOR A PERIOD OF 14 DAYS OR MORE SHALL THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURE SHOWN ON THESE REQUIRED TO BE KEYED AND BENCHED. ENGINEERED FILL SHOULD BE PLACED A MINIMUM OF 90 PERCENT BE COVERED; ACTIVE STOCKPILES SHALL BE COVERED PRIOR TO A FORECASTED RAIN. RELATIVE COMPATIR AS DETERMINED IN ACCORDANCE WITH D1557. 15. SPECIAL ATTENTION SHALL BE GIVEN TO PREPARATION AND INSTALLATION OF THE RAIN EVENT ACTION PLAN (REAP) AS REQUIRED BASED ON SITE RISK PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS.THESE LOCATIONS ARE APPROXIMATE LEVEL OR AS MANDATED BY THE SANTA ANA REGIONAL BOARD NPDES PERMIT,GENERAL PERMIT- CONSTRUCTION ACTIVITIES. IN SHALL BE CONFIRMED BY THE CONTRACTOR,SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE 24. THE SOIL ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES: 16. AT THE END R EACH DAY OF CONSTRUCTION ACTIVITY, ALL CONSTRUCTION DEBRIS AND WASTE MATERIALS SHALL BE COLLECTED AND PROPERLY IN ALIGNMENT AND/OR GRADE OF THE PROPOSED MIT ANY TALI THE CONTRACTOR IS REQUIRED TO A UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BACKFILL OF ALLUVLAL, DISPOSED OF IN TRASH R RECYCLE BINS. TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY IRiUTY LINES SHOWN AND ANY OTHER LANES COLLUVIAL AND TERRACED AREAS AND ANY SUBSTRUCTURES. 17. THIS SITE HAS OBTAINED A NATIONAL POLLUTION PREVENTION ELIMINATION SYSTEM (NPDES) PERMIT TO REGULATE MUNICIPAL AND INDUSTRIAL STORM WATER NOT R RECORD OR NOT.SHOWN ON THESE PLANS,AND IS RESPONSIBLE FOR THE PROTECTION OF,AND S. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION,BENCHING AND FILLING DISCHARGES. ANY DAMAGE TO THESE LINES OR STRUCTURES. OPERATIONS. NPDES WDID#8 33C381729 DATE WDID ISSUED: NOVEMBER 14,2017 CONSTRUCTION CONTRACTOR AGREES HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE C. DURING INSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER MATERIAL CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT,INCLUDING SAFETY OF ALL PERSONS D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION. 18. THE UNDERSIGNED CIVIL ENGINEER, A QUALIFIED OSP AND/OR OSD WILL REVIEW PLACEMENT OF EROSION CONTROL AND INSURE THAT WORK IS IN ACCORDANCE AND PROPERTY,THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING 25. EROSION CONTROL DETENTION BASIN GRADED SLOPES SHALL BE PLANTED WTIIi HYDRO SEED MIX. y}yTM(yy{E D PLANS. HOURS,AND THAT THE CONTRACTOR SHALL DEFEND,INDEMNIFY AND HOLD THE OWNER AND ENGINEER ALL OTHER SLOPES SHALL BE COVERED WITH ROCK MULCH. BASIN SLOPES OVER 15'IN VERTICAL i t iI.S'kky 1 - HARMLESS FROM ANY AND ALL LIABILITY,REAL OR ALLEGED,IN CONNECTION WITH THE PERFORMANCE OF HEIGHT,IN ADDITION TO HYDRO SEED.SHALL BE PLANTED WITH APPROVED TREES,SHRUBS,OR MARK 1. MiKAMI R.C.E. 5985 ESP.12/11/18 SATE WORK ON THIS PROJECT,EXCEPTING FOR THE LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER COMBINATION THEREOF. TREES SHALL BE SPACED AND PLANTED PER LANDSCAPE PLAN. OR THE ENGINEER. PERMANENT IRRIGATION SYSTEMS SHALL HAVE BACKFLOW PREVENTION DEVICES PER UBC,CHAPTER 70. EROSION CONTROL NOTES 1. ALL EROSION CONTROL PLANS SHALL BE IN ACCORDANCE WITH CITY R LAKE ELSINORE ORDINANCE NOS. 529, 772, 802. 882, 1237, 1004, 1258, CONSTRUCTION SITE EARTH � 26. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT BEST MANAGEMENT PRACTICES(BMP'S),AND STANDARDS OUTLINED WITHIN THE LAKE ELSINORE DESIGN MANUAL ADJOINING PROPERTIES DURING THE GRADING PROJECT. 2. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE FOR ANY DISCHARGES BY SUBCONTRACTORS. CUT f 27. APPROVED EROSION PREVENTATIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY 3. IN CASE OF EMERGENCY,CALL JEFF POMEROY AT(714)230-8523(24-HOUR PHONE NUMBER). 0 C.Y. 1,392 C.Y. 1,392 C.Y. SEASON AND SHALL BE IN PLACE AT THE ND OF EACH DAYS WORK. 4. DEVICES TO REDUCE EROSION DAMAGE SHALL NOT BE PLACED MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE DIRECTOR OF PUBUC WORKS OR, IN AN EMERGENCY, 28. ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS. BY THE PERSON RESPONSIBLE FOR GRADING OPERATIONS. A�11 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 NOTE:E. ESTIMATED VOLUMES FOR PERMIT PURPOSE.CONTRACTOR SHALL 29. THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMITEE. BE MANAGED TO MINIMIZE THE EXPOSURE TIME OF DISTURBED SOIL AREAS THROUGH PHASING AND SCHEDULING OF GRADING AND THE USE OF TEMPORARY AND PERMANENT SOIL STABIUZA11ON . - - DETERMINE HIS OWN QUANTITIES. 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 R PERMANENT) SHALL BE STABILIZED IF THEY WILL NOT BE 31. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION OF GRADING WORKED WITHIN 7 DAYS. DURING THE STORM SEASON, ALL SLOPES SHALL BE STABILIZED 24 HOURS PRIOR TO A PREDICTED STORM EVENT. CONSTRUCTION SITES SHALL BE SOU E 'S CERTMATE OPERATION. REVEGETATED AS EARLY AS FEASIBLE AFTER SOIL DISTURBANCE AND WITHIN 7-DAYS OF COMPLETION. SHEET INDEX 7. FILL SLOPES AT THE TRACT PERIMETER MUST DRAIN AWAY FROM THE TOP OF THE SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 32. ALL SLOPES SHALL BE PLANTED AND IRRIGATION 90 DRIES SHALL BE PROVIDED FOR ALL SLOPES ENGIN ERING INC.HAS REVIEWED T THE PLANS FROM A GEOLNCE MEOTECHNICAL IN EXCESS OF 3 FEET VERTICAL HEIGHT WITHIN 90 DAYS AFTER COMPLETION OF ROUGH GRADING AND SHALL BE 8• THE CONTRACTOR SHALL BE RESPONSIBLE AND HAVE SIGNS POSTED ON THE SITE TO WARN AGAINST PUBLIC TRESPASS INTO AREAS WHERE WATER IS IMPOUNDED. ENGINEERING STANDPOINT ONLY. THE PLANS ARE IN COMFLANCE WITH THE IN ACCORDANCE WITH ORDINANCE NO.882 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 9. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER. GEOLOGIC/GEOTECHHA L ENGINEERING RECOMMENDATIONS PRESENTED IN THE SHEET DESCRIPTION 33. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WTIIi THE SITE AND 10. PLACEMENT OF DEVICES TO REDUCE EROSION DAMAGE WITHIN THE DEVELOPMENT SHALL BE SHOWN ON THE APPROVED PLAN. REFERENCED PROJECT REPORT(S)AND SUBSEQUENT ADDENDA. THIS RENEW DID NOT 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 INCLUDE CHECKING THE ACCURACY OF THE CIVIL AND STRUCTURAL ENGINEERING 1 TITLE SHEET BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY DETAILED ON THE PLANS. DESIGN AND SPECIFIC RECOMMENDATIONS SHALL BE SUBMITTED FOR THE FOLLOWING: DESIGN AND DIMENSI NNS, INCLUDING UNES AND GRADES,OR COMPLGWCE WITH FROM HIS OPERATIONS WHETHER OR NOT SUCH FACILITIES O ARE SHOWN ON THESE PLANS. O)DESILTING BASIN VOLUME BASED ON GRADIENT AND NATURE OF SOILS. BUILDING CODE REQUIREMENTS, WHICH ARE UNDER THE PURVIEW OF OTHERS. 2 INDEX MAP, QUANTITIES & DETAILS 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. 3-14 PRECISE GRADING ROUGH GRADE APPROVAL. c) SIZE OF DESILTING BASIN OUTLET PIPE AND OVERFLOW. 35. APPROXIMATE DATE OF: BEGINNING OPERATION: FEBRUARJANUARY, 201 d)DIKE REQUIREMENTS. SHOW MINIMUM WALL WIDTH, SLOPE OF WALLS,PERCENT COMPACTION,ETC. PROJECT NO: 15-17 STORM DRAIN COMPLETION: FEBRUARY,2019 e) OUTLET CONDITIONS FROM THE DESILTING BASIN SHALL NOT EXCEED DOWNSTREAM LIMITATIONS,WITH THE EXCEPTION R OVERFLOW, WHICH IS TO BE DESIGNED 1-11.10 36. NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER THAN 3'WILL BE TO PROVIDE CAPACITY R 1.5 TIMES THE MAXIMUM DESIGN FLOW. 18 EROSION CONTROL 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 _ AND DISPOSAL METHODS ARE SPECIFICALLY APPROVED BY THE SOILS ENGINEER. DAMAGED DATE: 8/3/2017,3/14I201 act;4Fv, 18 DAMAGED EROSION CONTROL MEASURES WHEN A 50%CHANCE OR GREATER OF RAIN WITHIN A 48 HOUR PERIOD IS FORECAST FOR LAKE ELSINORE BY THE NATIONAL OCEANIC 37. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBFAIN INSPECTION BEFORE AND ATMOSPHERIC AGENCY(NOAA). APPROVAL 13. BMP'S SHALL BE MAINTAINED AND INSPECTED DAILY. ALL REMOVABLE PROTECTIVE EROSION CONTROL DEVICES SHOWN SHALL BE IN PLACE AT THE ND R EACH WORKING \ #E4q�,25• 'Fy 'i 38. A GRADING PERMIT WILL NOT BE ISSUED UNTIL ALL RETAINING WALLS ARE APPROVED BY THE BUILDING DAY WHEN THE FIVE(5)DAY RAIN PROBABILITY FORECAST EXCEEDS FIFTY PERCENT(50%). SIGNAT4IRE• .«.a 7E: DEPARTMENT. 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 }�.-� '.PE272G �'� 1/22/2019 39. THIS SITE HAS OBTAINED A NATIONAL POLLUTION PREVENTION EOMINATION SYSTEM(NPDES)PERMIT TO REGULATE ADJACENT PROPERTIES AND DESILTING BASINS AND THE BASINS PUMPED DRY. ANY GRADED SLOPE BMP'S DAMAGED DURING A RAINSTORM SHALL ALSO BE IMMEDIATELY MUNICIPAL AND INDUSTRIAL STORM WATER DISCHARGES REPAIRED. FAILURE TO PROVIDE EFFECTIVE MAINTENANCE MAY RESULT IN PENALTIES. SIGNATURE.• 9`�OFrgFOR� D4.TE': �^ap p��1T NPDES WDID 18 33C381729 DATE PERMIT ISSUED: NOVEMBER 14,2017 15. DISCHARGING OF CONTAMINATED SOILS VIA SURFACE EROSION IS PROHIBITED. GRADING PERMIT NO.�N�'�Oh' i 40, DRAINAGE EASEMENTS WILL BE KEPT CLEAR OF ALL OBSTRUCTIONS. NO BUILDINGS OR WALLS SHALL BE PLACED 16. CONSTRUCTION ACCESS POINTS SHALL BE STABILIZED WITH A COMBINATION OF ROCK AND SHAKER PLATES YEAR-ROUND TO PREVENT TRACK-OUT. ROUTINE STREET SWEEPING WITHIN EASEMENT UMTTS. TEMPORARY IMPROVEMENTS ARE SUBJECT TO REMOVAL AT OWNER'S EXPENSE. SHALL BE PERFORMED ON ALL PAVED STREETS WHERE TRACKING IS OBSERVED. VACUUM SWEEPERS SHALL BE USED WHEN STREET SWEEPING BECOMES INEFFECTIVE. 16 V_ 10 if WDID NO. 8 33C381729 REVISIONS: PREPARED UNDER SUPERVISION OF: SCALE: o�Essrt WILSON M►KA M I CITY OF LAKE ELSINORE 3�s r9 c o Fr po r�ar�o N PRECISE GRADING PLAN G3SOILVWCORK�S_,OIN�T' GSO3LS ENKS, INC.NC CIVICO�NEON.. ��Q� SCOTT M.wl N DAYS DATE: SHEET 1 350 FISCHER AVENUE 350 FISCHER AVENUE 7777 CENTER AVENUE " RCE N0.49884 EXP.9-30-20 9 CORPORATE PARK,SUITE 100 T: 949-679-0090 COSTA MESA, CA 92626 COSTA MESA, CA 92626 SUITE 230 No. 49884 THESE PLANS HAVE BEEN REVIEW FOR COMPLIANCE WITH THE IRVNE,CA 926M F: 949-679-0091 THE COTTAGES AT MISSION TRAIL OF IN T: (714) 668-5600 T. (714) 668-5600 HUNTINGTON BEACH, CA 92647 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE BENCHMARK: MARL DESCRIPRON IN APPR. GATE LAW N$�A D A PERMIT BE ISSUED. RIVERSIDE BFNGNRK NO.BIA E-3-70.D.EV 1279.829.BRASS DISC IN CONCRETE POST 7T NORTH OF'Y PARCEL 1 OF PARCEL MAP 373�3 F�No. www.g3soilworks.com www.g3soilworks.com T: (714) 230-8000 J�E/C�` NrERSEUON OF COMM STREET uro MISSION 1RNL 2r EAST Of THE CENTERLINE OF MlssKw oral DESIGNED BY: WMC DRAWN BY: WMC fEOF �( BASIS OF BFOF CEREAL T ff E SH'1 IAA}, DATE: - -' CENTERLRIE OF CEREAL STREET,HER1G N5252'16W,BETWEEN MONUMENTS S AND 4,BEING THE CENTERLINE F I M Inc rl rrl Ir CHECKED BY: S.WILSON PROJECT MANAGER: S.WILSON R ON I INTERSECTIONS OF CEREA STREET AND STONEIAAN MEET AND CEWAL STREET AND CORYOON STREET 5- 20' 20' 5- SHEET INDEX _ e8rnMATE O 2% 2% 2% 2% SCALE: 1"=100' 1 5'WIDE SIDEWALK -y ~- 5'WIDE SIDEWALK - r - =PRECISE 1 CONSTRUCT TYPE 6 CURB AND GUTTER PER CITY OF LAKE ELSINORE STD.N0.200. 2,740 LF. r - - - - -r - - - - - 1 O TYPE"G CURB& TYPE"6" CURB& ,; SHEETSCONSTRUCT TYPE 64 CURB PER CITY OF LAKE ELSINORE STD.N0.202. 3,950 LF. GUTTER PER CITY 3.5" A.C./4" A.B.(MIN.)TO BE GUTTER PER CITY — i __ o-CONSTRUCT TYPE C ROLLED CURB PER C17Y OF LAKE ELSINORE STD.NO.205. 206 LF OF LAKE PER CRE DETERMINED BY SOILS ENGINEER OF LAKE ER CITY -�" ) •L - -a ` Q =STORM e., STD_200 STD_200 -- I r l ( ,( } p 1, ® � DRAIN �4 —CONSTRUCT CURB TRANSITION PER CITY OF LAKE ELSINORE STR NO.206;LENGTH PER PLAN 23 LF. STA 10+50.00 >b STA 12+2825 SHEETS "A STREET* j r r `" -- CONSTRUCT 3.5"A.C.OVER 4'A.B.PER GEOTECHNICAL ENGINEER'S RECOMMENDATIONS 108,520 S.F. (( g I g = 1` CONSTRUCT CONIC CROSS-GUTTER PER CITY Of LAKE ELSINORE STD. NO.209 3,583 S.F. N.LS CONSTRUCT SIDEWALK WIDTH PER PLAN PER CITY OF LAKE Et51NORE STD.N0.210. 7,546 S.F. 1 � 11 O � ( ) 26' 28' S T; _ r �- ):' - r, _ a _ _ ... s t ®--CONSTRUCT ACCESS RAMP TYPE M PER CITY OF LAKE ELSINORE STD.NO 214C 3EA �' 4 CONSTRUCT CUT-OFFINTERSECTION ACCESS RAMP PER DETAIL A ON SHEET J. 5 fA 2% 25 •""'w �'""'""""'"""""' '"" °'•"- """."�""'.."" ""'®""�'"' "" ""_ ___.- `� 1 tO 4CONSTRUCT OPPOSITE"T"INTERSECTION ACCESS RAMP PER DETAIL'A'ON SHEET 3. 13 EA TYPE"6" CURB& 2X TYPE"6A CURB 2% 2g 2Z ,, GUTTER PER CITY PER CITY OF LAKE TYPE"C" ROLLED ~-0" SHED CURB I "C STREET"® �` Yg MOTOR 71 CONSTRUCT MODIFIED DRIVEWAY APPROACH PER CITY OF LAKE ELSINORE STD.N0. i I&1&DETAIL OF LAKE ELSINORE ELSINORE STD.202 - ;-- - _ - - -- ^' 1',. ON SHEET 3;WIDTH=24' 9 EA. m STD.200 CURB PER CITY OF 3.5"A.C./4" A.B. ^?- ,-_ '`r�- ram- i 3.5" A.C./4" A.B. (MIN.)TO BE LAKE ELSINORE 1 1 - T 1"` -` - � 12 INSTALL BLU€REFLECTIVE PAVEMENT MARKER PER FIRE DEPARTMENT SPEGFlCATIONS 9 €A DETERMINED BY SOILS ENGINEER STD.205 (MIN.)TO BE 1a I %� ' DETERMINED BY SOILS ( ,�' ( ' '3 W �,- 13 INSTALL IRRIGATION SLEEPING PER SEPARATE PLAN 7 L.S. STA f0+50.00 TO END STA f0+13.t10 TD STA 12+59.1N) ENGINEER U _y�' Q a W-, ...,.•.. .., _.,�-�' 14 INSTALL VAN ACCESSIBLE PARKING STALL PER CBC 17298.4 WITH'NO PARKING"PAVEMENT "B STREET" "D ALLEY" T l �I 3 a � - ,� MARKING PER cBC nzsB.4.2 B €a. N.T.S NT.S (' ,;` -- "A � ' rt1 15 INSTALL WHEEL STOPS PER OL7Alt"D"ON SHEET 3 8 EA. 26' 18' 6' VARIES 24'-31.70' r- T �� -• Q ® '� �i i6 CONSTRUCT 0'SHED CURS PER DETAIL"G'ON SHEET 2 871 L.F. WITHOUT PARKING WITH PARKING z, .�,� - r- , 1,� 17 CONSTRUCT CONC. V-GUTTER PER DETAIL Y ON SHEET Z 1,440 S.F. 6'WIDE SIDEWALK 2% 2% 2% 2% TYPE"6" CURB&% 2% amiffid TYPE"6A" CURB _�.a }_l. � '. IL GUTTER PER Cl I OF PER CITY OF LAKE , 1 �. a `� — '9 ,c NpTOa 1� TYPE"6A" CURB PER CITY LAKE ELSINORE STD.200 ELSINORE STD.202 I }� �+•-�y- — _ 11281WE OF TYPE"6" CURB&GUTTER PER OF LAKE ELSINORE STD.202 3.5" A.C./4' A.B. (MIN.)TO BE _ __ ,1 CITY OF LAKE ELSINORE STD.200 DETERMINED BY SOILS ENGINEER - 1 3.5" A.C./4" A.B.(MIN.)TO BE _ �,•,�„-•,_,,,,_,„,„„� ,„,• ' DETERMINED BY SOILS ENGINEER I _® � 177 s'WIDE SIDEWALK TYPICAL MOTOR COURT - _ —_ _ = — — 15sso S.F.1 31 CONSTRUCT HARDSCAPE COLOR AND FINISH PER LANDSCAPE PLANS STA 10+13,25 TO STA 23+66.11 N.T.Sa,., If'f a —ELSINORE STp pm RESIDENTIAL DRIVEWAY MNTH DRIVE APPROACH PER CITY OF LAKE 6,560 S.F. 117 "C STREET" ' ir� � r � ,-:.� r { j � �'� �",,.:-� 1 ' �TOA ��CONSTRUCT 6"PCC RESIDENIGIL DRIVEWAY,EXCLUDING DRIVE APRON 1 427 S.F. 1� , ; N.TS NOTE:PAVEMENT SECTIONS ARE BASED ONINSTALL If ATRIUM GRATE INLET(NDS 11290)PER DETAIL"B'&INLET SEDIMENT TRAP 283 EA l 1' R-VALUE OF 10 AND A T.I.OF 4.0 PER DETAIL ON SHEET 2 - f Eu -L L 9 0- 7INSTALL 4"PVC SDR 35 WITH PIPE BEDDING PER DETAIL"A'ON SHEET 2 5,300 LF. , , � - I '�i. ';- ,. • + : '` : -""" 36 INSTALL 6"PVC SDR 35 WITH PIPE BEDDING PER DETAIL'A"ON SHEET Z 7 LF. _ I _........ _ : ' MIN. TRENCH WIDTH PLACE A LAYER OF 37 INSTALL 6'PERFORATED PVC SDR J5 WITH PIPE BEDDING PER DETAIL'A"ON SHEET 2 71 L.F. PER RECOMMENDED FILTER FABRIC(MIRAFI 140NC) 1 r —INSTALL 8"PVC SDR 35 WITH PIPE BEDDNG PER DETAIL"A"ON SHEET 2 177 LF PVC SPECIFICATION OVER THE C.B.OPENINGS AND 12'D14 GRATE INLET ANCHOR WITH GRAVEL BAGS L — — — J — — — — — — — — - — — — — — — — — - 39 INSTALL 10"PVC SDR 35 WITH PIPE BEDDING PER DETAIL"A"ON SHEET 2 149 LF. !✓!�'mpz )� • �` &1CKFILL SHALL BE ii COMPACTED TO A RELATIVE FL SURFACE OVER PIPE �TE OF COMPACTION OF NOT LESS _ VARIES g- TRENCH WIDTH STOMA DRAW COISTFVCTM i., THAN 90$,EXCEPT FINAL _ 3.0'(MIN) SILL 2 FEET WHICH WILL BE r &_ CONSTRUCT 18"RCP D LOAD PER PROFILE &BEDDING PER RCFC&WCD STANDARD M815 1,652 LF. 90X RELATIVE �, a FF F1LV PER PLAN ��,� .,' '• _ COMPACTION NOT LESS THAN 95%. a PVC PIPE FG ELEV P.T.CONC STAB L.- L' ( ) IN PAVEMENT 5" THICK +�i Cam' S1 CONSTRUCT MANHOLE 11 PER RCFC&WCD STAND MH251 12 EA AREAS PVC PIPE PER PLAN ( ) �+ r.7i I• cT (SIZE PER ° }.• 52 CONSTRUCT MODIFIED MANHOLE 11, WITHOUT MANHOLE SHAFT,PER RCFC&WCD STD.UH251 7 EA - INITIAL 4" GRAVEL BAGS(TYP.) ELEV IN / !% / 53 CONSTRUCT CATCH BASIN N0. 1 PER RCFC&WCD STANDARD CB10o MARKED ONLY RAIN IN BACKFILL MIN 5"THK. F1' U M °a TYP. �2g• 2x �, ,' ,� i ;�!''� '. , �"-; � STORM DRAIN'WITH OAS MANUfACTitRI4G 3°x 5 1/4"DURACAST STORM DRAIN MARKER 4 EA SAND OR/;(4 MAX Y. �-BEDDING WITH SAND - '�y, �� / ! ,yr , - L 3`CLR. ®- INSTALL 1Y PVC 2,464 LF. CRUSHED ROCK r.f•� OR OTHER GRANULAR 1-1- - .'•" '4•MLN J MATERIAL MIN. S.E.-30 2 BAGS �`F �c% �,. � r �� ! �. /�! {� .``MOISTURE VAPOR RETARDER ,� _ T' 55 INSTALL HEADWALL fJdO WfNGWALLS PER CAL TRANS STD.PLAN D868 AND DETAIL'A"ON SHT 14&15 81 S.F. AND SHALL BE COMPA&D HIGH !,�.,�, ! � � !� �!�! �F �`.. /" SYSTEM PER SOILS REPORT TO NOT LESS THAN 90% r r' �/ r ,�'Y�' w INSTALL 1/4 TON RW-RAP(2.7 FT DEEP)AT DIMENSIONS SHOWN PER PLAN 73 C.Y. RELATIVE DENSITY (MIN.) ;, !/ r �q��' 12°h- 3"CLR. GRAVEL BAGS i�� \ �•\,`, 1\ PAD ELEV PER PLAN CONSTRUCTION 14 (T ') 57 INSTALL FITTING(TYPE AND SIZE PER PLAN) 1 L.S. TYPICAL P.V.C. PIPE TRENCH DETAIL ':' . JOINT INSTALL SLOPE ANCHOR DETAIL"oa SHEET 2 6 � A NOTE: FOR FOUNDATION CONSTRUCTION DETAILS 59 INSTALL 6 PVC 1,446 LF SEE ARCHITECTURAL PLANS \\/ SURFACE OVER PIPE INSTALL 4"NOT TO SCALE '\�' �� f 61 60 INSTALL Ifx12"BROOKS BOX WITH TRAFFIC RATED STEEL GRATE 616 LF. SECTION A •REQUIRES ROOF GUTTERS {� G4804�-10��9) PER BROOKS PRODUCTS DETAIL NO. 12t2CB 4 EA O TYPICAL FOOTING/SLAB DETAIL 62 INSTALL IN-LINE COS UNIT(CONTECH STD CDS3020-6-C)PER DETAILS ON SHEET 17 2 EA OC TYP. CATCH BASIN NOT TO SCALE INLET SEDIMENT TRAP t 7' _M ARFi1 NOT TO SCALE HANDSCAPE ANCHORS TOT LOT SAND 12'SQIbARE(DATE PER PER LNOSC. SUBGft ELEV. PER LNDSC. BOR.ELEV. PLAN NDS J1290(BLACK) PUIN F qq _ - .. _""{ CONCRETE PIPE SLOPE ANCHOR Ift' ID At+� TxaN 12"SQUARE GRATE PER a - _ mm- ... s NOT TO SCALE ADS 1211 BUCK "!r - TRACT BOUNDARY .t EXISTING STREET UGHT PE PAD ELEVATION 1 (BLACK) .q_ s_-^�.., FINISH GRADE �� `°� ?$MlN 2�MIN. ?$WIN 2�MIN. .. '�` , FINISH. GRADE " -r�-r-�r-"° �`. ! '� _' r�` ° j` ------- RIGHT OF WAY GEE GARAGE FINISHED FLOOR __.y__st 1%MIN. ' '✓ EXISTING FIRE HYDRANT T--- / ' ,, LOT LINE -\ GL GARAGE UP T$MIN y T!/ ! I - - TOP AND TOE OF SLOPE .I ................ EXISTING WATER LINE 6"DIA.PERF P ` ` `` 6"DIA P G PVC UNIT W 1 CF.3 4 GRAVEL W 1 CF.3 4 GRAVEL "" BOUNDARY PED W/MIRAFI ` WRAP P W/MIRAFI -R---R- RIDGE LINE. EXISTING WATER LATERAL 140N FILTERR FABRIC. 14ON FILTER FABRIC. CRATE ADAPTOR - -- AND METER BOX AIDS 640 HUB Aa1PTOR z r--- PIPE SLOPE AND 6 PERF. PIPE SLOPE AND C C- CONTROL UNE OR AS REWIRED s , ,�AS NECESSARY INV.PER PLAN INV.PER PLAN LOWER EDGE OF 48" o 3'MIN. PVC PV SOLID PVC SLOPE GUT E2%TO —1250— PROPOSED CONTOUR SLOPE 2R MAX.IN i" 24" 24' 1" EXISTING WATER VALVE ---,, A.D.A.PATH OF , ,�'i--- ---- EXISTING CONTOUR - - EXISTING SEWER UNE TIE INTO MAIN DRAIN LINE FOR END OF RUN INLETS CONNECTION DETAIL TRAVEL TRANSMON USE 45'ELLS. LENGTH PER PLAN F.V'VfSV LEVEL LINE 90'OR 45'WYES 1 VVV I ONCRETE SLAB O TOT-LOT SUB-DRAIN DETAIL A C E.9 3/8'LIP(TYP) EXISTING POWER POLE --- EXISITING SEWER MANHOLE (GLUE FITTING TO PIPE) -- -' -- - -- (PER SOILS REPORT P NOT TO SCALE PAVEMENT P� -- FF ELEVATION "• — —�— — 9, 70 UNIT NUMBER TC TOP OF CURB F=PER PLAN SLOPE TOP OF CURB "-"---- DAYUGHT LINE FL FLOWUNE ELEV. ----- " .° PER FOOT TOWARD STREET 10 - - PAD ELEVATION -- -- 2% MIN MIN � � ��. FLOW RATE TO TOP OF GRATE �4"DRAIN LINE 209^ MAX 20% MAX //li i i�//�/1/�}� 2" RADIUS ��' 1/2" RADIUS -- 2% / Z PCC CLASS GRADED SWAIE GB GRADE BREAK B 12' GRATED INLET BASE MATERIAL •, , s 520-C-2500 — - STREET CENTERUNE FG FINISH GRADE NOT TO SCALE SOILS NGINEEEER FOOTING PER (PER SOILS REPORT 9" I' CLASS 560-C-3250 P.C.C.; ° NOTE: AGGREGATE BASE --._ -.-- FLOWUNE LP LOW POINT CURED WITH WHITE PIGMENTED CONSTRUCT WEAKENED PLANE JOINTS AT 10' CURING COMPOUND I~95"� INTERVALS; NO SCORELINES ALLOWED. CONCRETE V-GUTTER 18 CONSTRUCTION NOTE HP HIGHT POINT ODEEPEND FOOTING DETAIL/SLAB SECTION NOT TO SCALE n NOT TO SCALE - � GRAVEL BAG ROW INV. INVERT OF PIPE OO SHED CURB Ilk NOT TO SCALE FS FINISH SURFACE STORM DRAIN PER STORM DRAIN PLAIN SHEETS FF FINISHED FLOOR REVISIONS: PREPARE UNDER SUPERVISION OF: SCALE: CITY OF LAKE ELSINORE Q CEOLOg3�• 80L8 O QRfli Ess( � WILSON M/KA M/ z �� 3l3 l� CORPORATION SHEET 2 G3SOILWORKS, INC. G3SOILWORKS, INC. CIVIC PARTNERS ti SC TT M.WILSON TE pgTE: PRECISE GRADING PLAN 350 FISCHER AVENUE 350 FISCHER AVENUE 7777 CENTER AVENUE m RCE N0.49884 EXP.9-30-20 9 CORPORATE PARK, SUITE 100 T: 949-679-0090 9 18 COSTA MESA, CA 92626 COSTA MESA, CA 92626 SUITE 230 No. 49684 THESE PLANS HAVE BEEN REVIEW FOR COMPLIANCE WITH THE IRVINE,CA 92606 F:949-679-0091 THE COTTAGES AT MISSION TRAIL OF T. 714 668-5600 T. 714 668-5600 HUNTINGTON BEACH, CA 92647 09 30 202o >F APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE BENCHMARK ( ) ( ) MARK DESCRIFODN BY APPR. OA1E LAWS,AND A PERMIT C BE ISSUED. RIVERSIDE BENCNARK NO.LW E-3-70.ELEV 7279.829.WCAss DISC W CONCRETE POST 72'NORTH ff T PARCEL 1 OF PARCEL MAP 37393 FlL.E No. www.g3soilworks.com www.g3soilworks.com T: (714) 230-8000 f c'�" ti� INLERSEGnON OF GORYDON STREET AND TRAIL 27'EAST OF�CENTRUNE OF NOSSION TP/� DESIGNED BY: WMC DRAWN BY: WMC 9 OF C�1� DATE - - GGENIISERUNE Or EOFI CEREAL STREET, M5752'46W,BETWEEN NONLNeENPS 3 Atm 4. nff CENTERLINE CONST. NOTES AND DETAILS y q�g1�, CHECKED BY: S.WILSON PROJECT MANAGER:S.WILSON M N H 83156 ACTIN INTERSEGnoNs OF CER SIRELT nN0 SIONELw2 STREET A1W CEREAL.STREET AND Gom'OON SIREET. 2' 3" 1' PRECAST CONC. WHEEL STOP 81FIET CONSTOLCM GRADW CONSTRUCT"NOTE8 6'-0" UNLESS OTHERWISE NOTED) IOj -CONS7RUCT TYPE 6 CURB AND GUTTER PER CITY OF TAKE ELSINORE STD.N0.2�. 32 CONSTRUCT 6"PCC RESIDENTIAL DRIVEWAY WITH DRIVE APPROACH SIDEWALK A.C.PANNG PER CITY OF LAKE ELSINORE STD.N0. 117 N 9' a-CONSTRUCT TYPE 64 CURB PER CITY OF LAKE ELSINORE STD.N0.202. (WIDTH PR PLAN) SIDEWALK F I N <'.IlA ON SELECT 84SE SEALANT, ]YP. TYP. (WIDTH PER PLAN) \ 11 h .•:. .. I �5 -CONSTRUCT 3.5"A.C.OVER 4"A.B.PER GEOifCHNICAL ENGINEER'S RECLIMMEMWITIONS a-CONSTRUCT CONC. V-GUTTER PER DETAIL"C"ON SHEET 2. E.C.R. 7- I I .. O7 -CONSTRUCT SIDEWALK(MOTH PER PLAN)PER CITY OF LAKE ELSINORE STD.N0.210. 1@1 fi'CURB FACE - e%2/I G _ G 1 Oao 9 CONSTRUCT CUT-OFF INTERSECTION ACCESS RAMP PER DETAIL'A'ON SHEET 3. 0'CURB FACE /A/2 6'CURB FACE I I / I� 0"CURB FACE D II II 10 CONSTRUCT OPPOS17E'I'INTERSECTION ACCESS RAMP PER DETAIL A'ON SHEET J. / DOME DETAIL �� / m °'•a Flo° CONSTRUCT MODFIED DRfVMY APPROACH PER CITY OF LAKE ELSINORE STD.NO. 118A&DETAIL"B" // I s m x w 6 STEEL REINFORCEMENT I z,� �e DETECTABLE WARNING � ON SHEET 3;WIDTH=24' R=zs' O WHEEL STOP BAR, i6'MIN LONG, TYP. SURFACE PER DETAIL F D 12 INSTALL BLUE REFLECTIVE PAVEMENT MARKER PER FIRE DEPARTMENT SPECIFICATIONS (1YP.) 6"VERTIAL �� HEREON NOT TO SCALE CURB I ? I'_ r.� 17 CONSTRUCT CONC. V-GUTTER PER DfTAiL"r ON SHEET 2. DETECTABLE WARNING ! ,;�, 6"VERTICAL SURFACE PER DETAIL HEREON - CURB k 3 -A. 40+36.85 v W INT. MISSION TRAIL I B 'WIDTH MEASURED ALONG CURB FACE7M/SSIDN TRAIL TA. 10�00.00 I B" P.C.C. NOTE: APPROACH, CURB, & GUTTER ALL POURED MONOLITHICALLY ---- A 1�00.00 ELEVATION ---- � iNT, A STREET" ------- WARP DWY FS TO - -TNT CUT-OFF INTERSECTIONS I. -_ - - 6" C.F. js C&G FLOW LINE 6"C•F• a' r NOT TO SCALE ---------- -- .. PER PLAN u� ---- -- R-8' TRgNSINON`TO I 6" C.F- WHERE RES. I I ��i TYP. p o STRAIG qq HT LRADE 0" C.F. DRNEOCCURWSAY g:: CIF i/2' LIP, - SIDEWALK 4E: I 1 ,3' -127' �6" CF 45 'BEVEL + -i"- (WIDTH PER PLAN) O I N I 6" C.F. - 2% O + I 1/2 iLIP y (WIDTH PEREIIIALK PLAN) 0'CF 6'CF O'CF o N ^m I--g' 8" THICK PCC I..C2 aq o I I w �L�'I � ^03� U WIDTH PER PLAN' 8' V 8.33% a r; I CL DWY PUBLIC OR PRIVATE STREET SECTION ug-BIB M TYPE 6A MAX ,.*n; t� - - O 1.�X w B CURB ONLY 0'CF «SI �� ,:.:, TT _ 0 5 ` �� 0.5% PERCITYSTD. _ -..-- --- --" .. ...:::: 1 , APPROACH 202(TYP.) 6"CF s'cF PLAN _ �... A O MODIFIED a -- -- VARIES 4' VARIES -�-,{ F -- ----'I - _ 6'MIN, MIN. 6'MIN. u'\ I I y /'�� CITY STD. 1 18A - R=1• - C&G \ 6 /O.. �r �'\ / / N.T.S. MIN. Up MIN. MAX. \ �\ f �� I ,■,.,1 ,/ 1 �'' cd o.1 "N EX. PER D 1 5/8" 2 3/8' \\ ') I $ // II z tY�-- 4'i I! T1rSEA 61 OPPOSITE or INTERSECTIONS E 5/8" i 1/2" a i 1 UP CLEW t t ELEV.(TC)=SEE PLAN Q s7o7 TG STA. 10+TQ 1 69.12 FS-GB A. 10T 5.03 -� �c) BEGIN GUTTER TRANSITION o�C F NOT TO SCALE 69.12 TC 69.12 TC F 7/16" 3/4" (BCR) STA. 1 +82.96 (ECR MINUS0.5' G.B. (68.62 FL q 68.62 FL 5AY �, 5 G 7/8' 1 7/i 6" ❑ ELEV. FL SEE PLAN w a+K JOIN IMP . JOIN IMPR. 3.0' ( )= LOCAL DEPRESStON �cwo 0 0 NOTES, (FOR HANDICAP RAMPS HEREON) PER 1 PER LOCAL DEPRESS I BEGIN FLOWLINE TRANSITI�1 2, 183' 2, z�^ _ 2 �� r d SEPARATE SEPARATE 7' 22' 7' B/ day A-HANDICAP RAMP SHALL CONFORM TO ATITLEDA.24 NOTES: PLAN --� PLAN ap �" BROOKS 2' XNIt STANDARDS STATE OF CALIFORNIA,ADA.REQUIREMENTS, AND CITY OF LAKE ELSINORE STANDARDS FS ELEV. `L`/ 1212 T24 MTH B-ACCESS RAMP SWILL BE CONSTRUCTED OF 3/4'IN It BORDER PLACE TRUNCATED DOME DETECTABLE /"'• $ TRAFFIC RATED GRATE -.0 4'THICK P.C.C. WARNING TEXTURE IN THE LOWER 24" OF /8' 6'CONC. TG=PR PLAN 17 ` --- CURB ---- - NN. C-CONST. WEAKENED PLANE JOINTS 1'DEEP WITH THE THROAT OF THE RAMP ONLY. TG ELEVATION �'■' 1/8"RADIUS EDGES ARRANGE DOMES USING IN-LINE PATTERN D-ON 7HE LEVEL SURFACE AT THE TOP OF THE ONLY AS SHOWN. COLOR OF TEXTURE 5 4 ' 5' •,• _ -(TC) €o C.B.OUTLET ELEV. 2'0�' -� RAMP CONST.A BORDER 12'WIDE OF 1/4"WIDE X 1/4' I I MINUS 0.74' SHOWN ON PLAN ,--- DEEP GROOVES 3/4'APART, PER GROOVING DETAIL HEREON. --}I�i/4' (COATING) SHALL BE SAFETY YELLOW IN N E-AT THE BOTTOM OF THE RAMP CONST.A 0'C.F. COMPLIANCE WITH ADA SPECIFICATIONS. 1 7 CONCRETE MORTAR v v CONCRETE MORTAR BASE I F-THE SLOPE OF THE CENTRAL PORTION OF THE RAMP GROOVING DETAIL i o WITH g' PIPE CENTERED SHALL NOT BE STEEPER THAN 8.33$. MINIMUM DETECTABLE WARNING SURFACE N. BASE WITH �1. AC} 7 10 " PIPE CENTERED o o DIMENSIONS: 48"W, 24°L• INSTALL 8" PVC INSTALL c�co G-INSTALL DETECTABLE WARNING SURFACE ISTA. 3 SDR 35 2 1 I'` PER A.DA.REQUIREMENTS AND DETAIL HEREON. (SDR 35) 69.76 TC 69.76 TC I A A 12" PVC(SDR 35) O TYPICAL HANDICAP RAMP DETAILS TRUNCATED DOME DETAIL 69.26 FL 52.40 69.26 FL 12 PVC(SDR 35) PER PLANN.T.S. N.T.S FS PER PLAN 2 MATCH PAVEMENT FS I Q SEE PLAN FOR FS EUFV. m 69.88 TC-HP PI=STA. 11+77.40 69.88 TC-HP SECTION A-A SECTM 8-8 STA. 11+77.40 65� STA. i 1+77.40 NTS GRATED INLET DETAIL N15 ±�� 2• o _ _ NOT TO SCALE m M 1 In 70.33 TC 32 32 tw, 32 32 GB fY rn STA. 12+03.25 STA. 12+03.25 32�: 32 2 322 32 n 0 69.83 FS ^ N 69.75 TC E* 69.75 TC 5 rn 3+ ^m c> BC STA�1 + 4�0 ECR i o i6 �w 70.24 TC + +. +. �+ �+ 69.25 FL OZ• 69.25 FL c� ■ ■ 2q +CL ^ �¢ ¢ �IU' 69.74 FS h� ■ ■ co `° ■ ■ o ! /, 69. 7 FS wi^ ti^ T SCT. * ■I 3cnL MOTOR CT. A ^ ^ SEE MOTOR CT. B z^ MOTOR CT. C �®+ L" 1 c4- �-�d^ r ne n� 9 Se 9 u� «�TA18+28. n d- 3H m o STA. 14+90.33nIi •> D3` SEE WT.5 oo SEE SHT.5 3 STA. 15+80.33 �, R .61987 TC c•- o^ o^ ECR 69.68TC 29� / Or 69.1 FS C2 29� � 2 1 �' 1 69.18 FS / I C2 C2 ce C2 1 C2 C2 1 C2 5 t - - - - - - rn 12 - 70.04 T 69.49 TC 69.09 TC ao v ao co 68.87 TC 9.27 TC 69_68 TC o 0 0 69.07 TC 69.47 TC - m ^ -G M 2 69.16 TC n u 2 �v 69.54 FS o 2 68.99 FS 68.59 FS 2 ^ ��d: N 68.37 FS 66.77 FS '? 69.18 FS FL GB h 0 68.66 FS _�` 68-57 FS �Q 68.97 FS� +� N �' O o + ��a+p _ $'2 +OOi vrn 5 ..... 17 69.05TC `v 6 6 'L'^� oiaiN�w^ Na,� poi op 12 8 l 1 1.ox d •d d / 68.55 FL 1.0� i I 1.27% Q C8 ti i.©$ 1 12 1.OX ! C3 `c`c Q od C3 C3 �o ti 50' cn 1 y ...... r _-..-.. .......... _.........._.- -_ . STA. 17+19.78._BCR v 1' w" m 2 i oF„� I � " _ NI2C2 ^ � o F } STA. t3+64.93 68.15 TC 6 "" c3 10 oc� x Icyi " I STA 12+9,^ NEt oU a 6800 TC 68.70 T mac, ICli +rnv o o~oo� 6765 FL ' .N �' o'a' Ua �� I67.50 FL ECR 68.20 FLo ok , y . 9 w " o ^m m�o5 'rn m 2.Oy, m r Ner�r" STA. 13t 5.53 M c� 69.33 TC "-06�g ro 4 + STA 23+33.03 CR '� o m o io -+ h oo v.rrn 68 0 TC1 00 69.37 TC poi '-� 2 68.83 FL -+ .^_ o ,r CS .. - 6 60 FS '! r 67.40 R I P 9 m-T-o� 2 66.87 FS ym� rn e� z^ . 6738 T V. �. o+� o 69.65 T INT. AST EEi". -._ pz + fi9.07 TC o�d d'd 66.88,FL ? 6$.48 TC co .- a 69.15 FL ----. s A_._ ANT 3#B STR E)" ^'" 6$.57 FS t cOo 3v~i v~FN FS 7 z 7 E INT. B� S�E � A. 1 '� � 32 SCR N c l v wi SE�►s1 INT. - STREET" ; I S ,7 EET GURVE TABLE CURVE TABLE HE 67.58 TC GRAPHIC SCALE EE `S EE7-4 CURVE LENGTH RADIUS DELTA TANGENT CURVE LENGTH RADIUS DELTA TANGENT 4 67.08 FL OCR Cl 39.27 s■ a is m �o ■■ 00 900000 00 40.77 25.00 9316'45' 2.5 C2 1257 &00 90,00,00, 8.00 34.3,E 25.00 784J0 20.50 C5 4.71 3.00 90.00'0(r 3.00 C9 3.10 .100 5T12'If 1.70 ( �FE�) C4 44.19 25.00 101'17'OT 30.48 i 63.03 61.00 59'12'12' 34.66 L Anon= zo :G \ C5 4.83 3.00 9711'59" J. 1 54.98 35.00 9p0000" 35.00 C6 33.39 25.00 76-31'01' 19.71 _ r 0.(4 4120114 i REVISIONS: QRgfESSI PREPARE U DER SUPERVISION OF: SCALE: WILSON M/KAM/ CITY OF LAKE ELSINORE o ENGINEERING GEOLOGIST- SOILS ENGINEER OWNER �� 4 CORPORATION G3SOILWORKS, INC. G3SOILWORKS, INC. CIVIC PARTNERS F SCOTI M.WIL50N DATE: PRECISE ADING PLAN SHEET 3 g 350 OILWOFISCH R AVENUE 350 OILWOFISCH R AVENUE 7777 CENTER AVENUE RCE NO.49884 EXP.9-30-20 9 CORPORATE PARK,SUITE 100 T:949-679-0090 o 18 COSTA MESA, CA 92626 COSTA MESA, CA 92626 SUITE 230 Na- 49884 THESE PLANS HAVE BEEN REVIEW FOR COMPLIANCE WITH THE IRVINE,CA 92606 F:949-679-W91 THE COTTAGES AT MISSION TRAIL OF T: 714 668-5600 T: 714 668-5600 HUNTINGTON BEACH, CA 92647 EpP. � * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR Cltt AND STATE BENCHMARK: ( MARK DESCRIPTION BY APPR. DATE TAWS AND A PERMIT CAN BE SSUED. RNERSIDE BENCRJB(N0.Rd E-3-70.ELEV 1279.829,BRASS DISC NJ CONCRETE POSE 72'NORTH OF'T' PARCEL 1 OF PARCEL MAP 37393 FILE NO. W W W. 3soilworks.com www.g3soilworks.com T: 714) 230-8000 J} rimer *Q' // / INTERSECnON OF CORYDON STREET AND MISSION TRAIL.27'EAST OF THE CEKMWNE O'WISSON TRL PRIVATE 9 9 DESIGNED BY: WMC DRAWN BY: WMC 'lFLOW Ckt� DATE:•b- 6-I CEENNTER OF OF CUM&STREET,BE81D N.5252'48 W,�'tWEEN MatUMENTS 3 N8?4, TFK CENIERUNE g A STREETS �A- 2713 CHECKED BY: S.WILSON PROJECT MANAGER:S.WILSON R 1 AC N I INTERSECTIONS OF OT"L STREET MO srcxaEeMN STREET AND Frd.STREET NaD cDRrooN STRET:r. -- 32 32 32 W 1`05zIPNC. 32 32 32 25' 2 r\ h H`cn L n n �n 32 Qy �� o II t; 11 7 II ooi a N it N II rn II h 1 Q II N n 3 } 3 } 3 } $� oU� s n3+ 3+ �+ U IU^d. U Nmro MOTOR CT. J MOTOR CT. K� MOTOR CT. L OTOR CT. Mp o M�� - SEE SHEET 1 0 Q SEE SHEET o Q �N^ N^ • SHEET 11 o Q o EE SHEET 11 n Q U z cd I- 1- F ti 69.94 TC 66.40 TC 66.04 TC "' ' 1n m Fy N EY ti f9 n `° H m a Q CB2 70.07 TC 69.61L 65.90 FL 65.75 FL Ci C1 C1 C1 h i Cf 1 C1 C1 - 69.57 B ND TRANS _ _ -- • -- f TYPE CUR ; TYPE B R 2.0% 3 MD 66.61 TC �- 67.02 TC 67.50 TC :1 - 67. C A• c3o m C1 68.45 TC o r BEGIN TRANS. C 0 0 + 1.00% N o 1.00% 68.56 >^U U°� 1 0% N m �., 1.31% o.... Io 0 66.11 FL 1 66.52 FL 67.00 FL II o 67. L 1 �ao> �o 67.95 FL 1 67.0 L H A 66.66 Ft 2J 1 T 3 -.. 68,06_...... *......... DWK_..W= 4' Cl) 68.93 MP 4 n Q �. ........ _ 1�......... 2 - 66.... I 1 T 65.72 6736 TC n n N o STA. 20+98.14 Ny N cocNwN ^oN W 65.81 TC N i 2 m PCC o Q STREET C 68.65 FS 68. 5 6 °O a PCC a E`z Q¢ o 1.00% 5.30% C2 \ U 66 86 FS ci o PCC o o n 69.39 TC T o o c BVC 11 9 GB 5 FL G 68.89 FS 5 n a cn -! 65.31 FL � - 12 C5 67.2 11 se st� }0 10o� I o 68.93 4 65.75 O TA. 18+ 7.63 EVC FS G io C8 - c�i C9 I�l NI TC-LP 1� 66.89 TC: 6.61 C 6 .49 GB 2 6.45 B 69 7O T "2 N 6 70.06 TC ~ STA. 18+25.57 1 ��6 .11 1.0 1. 1% 6 99 GB 1.0 6 .95 10 �, 10 6920 F 1.0 i. % 1.3% 6 69.5¢ 69.85 TC 65.68-PVI ' 2U _ _ (�j TYPE 6A CURB 69.52 I U STA. +1 .63 67.91 TC GB ` c0 69.30 a C END TRANS. TYPE" CU B > ° o f coo BEGIN TRANS 67. 1 FS B Iu al 9 65.33 FL It 6wy N 672 .... _-_ 7 1 15 _.. 12+26. 1010 DWY 7 ` L ..... a.. .._..._ / - 15 EVC f_ C-LP 33 W=8.25' �i 2 i +26.33 33 t STA 8+04.83 BVC O z W=8.25' t 66. TC DWY _ 2 % DWY DWY 17+94.67 12+13.33 1 i6 1 +13.33 25' V.C. . 7 5 W=34.21' 32 It CB11 T. "A-1" 33 W=10.25' 3 W=10.25' 33 CB#3 18+28 80 i - - LAT. "B-1" 16+14.92 2. % :::_: .... DWY 5 DWY ( 33 12+00.87 N 124-00.87 33 {-- I I W=8.25' W=8.25' -H �^ • of - ------- - CONSTRUCT TYPE 6 CURB AND GUTTER PER CIN OF LAKE ELSINORE STD.NO.200. 1 \�CONSTRUCT TYPE 64 CURB PER CITY OF LAKE ELSINORE STD.NO.102. i 2 2 O-CONSTRUCT TYPE C ROLLED CURB PER CITY OF LAKE ELSINORE STD.N0.205. o N Q o o cn N N v�+• 4O-•-CONSTRUCT CURB TRAMSITM PER CITY OF LAKE ELSSORE STD.NO 206,LENGTH PER PLAN 26' I,N Prn �rn M rnv, coo om co • DWY qE ` i WY h`� h`* h`� OS -CONSTRUCT 3.5 A.C.�R 4"A.B.PER GEOTECHNICAL ENGINEER'S RECOMMENDAT10NS 4 16 7Q 81 `-- _--------- cv^ N N ^N 33 11+66.13 f o �- o�` ID +66.13 33 ^N ^N �s --CONSTRUCT CONC. V-GUTTER PER DETAIL"G'ON SHEET 2. 70.20 TC FS '6' ^8'-4" 6' W=8.25' W 8.25' 6' 8'-4" 6' 7 CONSTRUCT SIDEWALK - 66.72 TC 66. EVC 7.40 TC v v t� It - J � �- (WIDTH PER PLAN)PER CITY OF LAKE ELSINORE STD.N0.210. 4.24%jj� 1.00%' 66.22 f1 TA. i +41.82 90 FS B DWY J ID WY U U U U �-CONSTRUCT ACCESS RAMP TYPE Ill PER CITY OF LIKE ELSINORE STD.NO 214C 70.19 TC FS1oI 33 if+53.17 Q +53.17 o o _ Q 073DWY 17+33.96 W=8.25' 8.25' CONSTRUCT CUT-OFF INTERSECTION ACCESS RAMP PER DETAIL"A"ON SHEET 3. 16 W=34.21' 69.88 TC _'I 69. EVC 70.17 f0 CONSTRUCT OPPOSITE"T"INTERSECTION ACCESS RAMP PER DETAIL"A"ON SHEET 3. C LO AL DEPRE ION #1 DWY DWY LOCAL DEPRESSION #3 O- 1 33 11+40.17 STA. 1+( TC FS 1 +40.17 33 7l CONSTRUCT MOOiFIEO G1iYEWAY APPROACH PER CRY OF LAKE ELSINORE STO.N0. 1164 R DETAIL'B° W=8.25' W=8.25' ON SHEET 3;WIDTH=24' 66.86 TC-HP 66. MVC 7.52 TC-HP _ 69.95 T aWi .G 96 MV .7 C FS-HP ..............- 12 INSTALL BLUE REFLECTIVE PAVEMENT MARKER PER FIRE DEPARTMENT SPECIFICATIONS 67.01-PVI TA. 1 +16.82 67.65-PVI (70Ol fll) STA J + 6.08 7Q.30- I t3 INSTALL IRRIGATION sLEEWNG PER SEPARATE PLAN 50' VC L-J 1+27� I Y+27 Bd - 10 O 1 10 � 14 INSTALL VAN ACCESSIBLE PARKING STALL PER CBC 17298.4 WITH"NO PARKING"PAVEMENT U 89.... 6 ;TB... b o MARKING PER CBC 11298.4.2 iO i 0 01 STA. 1 3.54 go ,� ........... .._. ................. _.... WY .... ............_.. cO i5 INSTALL WHEEL STOPS PER DETAIL"d ON SHEET 3 6' 8'-4" 6' 11+ S8T DKtG W=8.25' 6' 8'-4" 6' 66.69 TC 66.6 BVC 7.40 TC 331 3 33 1s CONSTRUCT Cr SHED CURB PER D£rArL"d ON SHEET 2 W=8.25' _i SEE DETAILS'-- ll+13.83 66.19 FL A. 16+91.82.. .90 �S y .r . ^ .r o o ..r .r o 0 17 CONSTRUCT CONC. V-GUTTER PER DETAIL"("ON SHEET 2. (t OWY I HEREON FOR N co ro o o \N 6,6 DWY i 6+81.67 11+00.83 HANDICAP DWY W=10.25' 32 coo 00 0 0 33 - 33 00 00 0 0 00 7 W=34.21' ^^ N^ `� W=10.25' - RAMPS 11+00.83 P ^ 5 DWY DWY I 33 10+87.87 1 +87.87 33 32 CONSTRUCT C PCC RESIDENTIAL DRIVEWAY WITH DRIVE APPROACH 1� I - W=8.25' W=8.25' PER CITY OF LAKE ELSINORE STD.NO. 717 1 1 2 % �I �� 33 CONSTRUCT 6"PCC RESIDENTIAL DRIVEWAY,EXCLUDING DRIVE APRON o� __.._....� LAT. "A-2" r B CB 4 LAT. "B-2" 22+ 9. 3 16 I 11+29.19 2 7- STA. 16+43.82 EVC r� DWY DWY 25' V.C. STA. 65 1 TC I 66.92 TC LOCAL DEPRE ION #G 33 f0+53.i3 5 1 +53.13 33 LOCAL DEPRESSION #4 42--FS W=8.25' 1 W=8.25' s 16+23. 7 65.41 FL DWY DWY c�mi -5.34 12 h 66.82 10:10.17 i +40.17 'f 33 W=10.25' L. W=10.25' 33 rn o i U o 10^I TA 16+18.82 EC I ...... ( DWY DWY 7 p 7 0 0 6 .41 TC STA. 16+17.24 10+27.17 0l 1 +27.17 0 0 67.91 FL N 6.67-PVI 33 0 rn 't 33 65.82 TC-LP v �.. STA. 15+80.82 BVC W=8.25' ° c? U W=8.25' O4 TC 65.88 BVCm'...j 3 6 TC STA. 15+59.12 7 8... Qzm_ ��Gi6mae ._ 8 _ .. _ 7 68.30 FS N I 2 2 14 Cp m g 1l. .10 TC ! ! in N7 in f@ 66.43 TC 65.54 F I 67.43 TC 1.0% I 32 11 i.O% o 69.11 TC 68 10 C3 0 11 1.0% 2 68.49 TC C2 NI i t 5 _z m N c.l N PCC 68.60 FS m 65.93 FL 111 C4 66 93 FS to :r o 2 N 68.61 FS FL 6 nU U v 67.99 FS ■ • n i.0% c3 1 0% N > >a N 5 STREET C _ o +> + ro 66.63 TC 1 7.52 TC v 67.92 TC 1 oS ;53TC9 ¢� o °*i C1 68.4C 67.54 TC 67.14 TC 1 0 Qc coo z 66.94 67. 4 TC CJ 1'0% 66.13 FL 67.02 FL 67.42 FL 1 0% oQ- d ^ 67.9 67.04 FL 66.64 FL `' 66.4 0 66.84 FL 66.61 TC 66.25 TC ! U m m 66.11 FL 65.75 FL cn }}� _ o m TZ •* >o N av a C814 30o I Nin e'?,n I CLR R of rn • • Ocd t\ ON MOTOR CT. I �, ��r OTOR CT. HOTOR GT. F U TO o gym93z 32 SEE SHEET 8 32 +g SHEET 8 3z 3z SEE SI- E7 3z 3z SEE SHEET 7 32 �2^ "'O L=11.91' CURVE TABLE 25' V.C. CURVE LENGTH I RADIUS DELTA TANGENT ?H PORTION / 00 12.57 1 8.00 90'00'00" 8.00 OF 25' VC G7 4.71 3.00 9D•001Od 3.00 CT 18.85 12.00 90'00'Od 12.00 GRAPHIC SCALE G 39.27 25.00 90'00'Od 25.00 u (5 36.73 25.00 84'f0'25" 22.58 C6 5.02 3.00 95'49'35" 3.32 _ CI 5.46 3.00 104.22'05 3.87 I IN FEET) G 15.84 2 00 75.37'S5" 9.31 L ice= zo ft. C9 5.38 NO 102.50'23. 3.76 '/ 16.16 12.00 7709'37' 9.57 V. �• 4/zo//gr REVISIONS: PREPARED UNDER SUPERVISION OF: SCALE: egolEssrrl�� W i L S O N M I KA M I CITY OF LAKE ELSINORE o ENGINEERING GEOLOOM SOLS ENGINEER OWNER. z s 3-/� DATE: CORPORATION SHEET 4 VAIL G3SOILWORKS, INC. G3SOILWORKS, INC. CIVIC PARTNERS RCE NO.49884 EXP.9-30-20 9 CORPORATE PARK,SUITE 100 T.949-679-0090 PRECISE GRADING PLAN 0 350 FISCHER AVENUE 350 FISCHER AVENUE 7777 CENTER AVENUE o COSTA MESA, CA 92626 COSTA MESA, CA 92626 SUITE 230 No. 49884 THESE PLANS HAVE BEEN REVIEW FOR COMPLIANCE WITH THE [R4iNE,CA 92606 F:949-679-0091 THE COTTAGES AT MISSION TRAIL OF 19 T: 714 668-5600 T. 714 668-5600 HUNTINGTON BEACH, CA 92647 * E p eta zaao Jf APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE SE14CHMARK: ( ) ( ) MARK DESCRIFRON BY APPR. DATE LAWS ND A PERMIT CAN E ISSUED. RIVERSIDE I INCH44K NO.BM E-3-70.ELEV 1279.929.BRASS OISC IN CONCRETE POST 7T NORTH OF"Y PARCEL 1 OF PARCEL MAP 37393 FuE No. www.g3soilworks.com www.g3soilworks.com T: (714) 230-8000 J mwu �� BASS ECRON OF CORYDON SREE1 AND MSS ON TRAIL 2T EAST OF THE CEN ER 9E OF MOM TRNL TC DESIGNED BY: WMC DRAWN BY: WMC jF ��0` DATE: _ 6- I BASS OF BEARING: PRIMA®G STREETS ' „p1IL} DF CENIERLME OF CEREN.S7REEf.BEING N52'S2'16W,BEPAEEN MONUMEfdTS 3 AND 4,BERG fl#CENIEPo E CHECKED BY: S.WILSON PROJECT MANAGER:S.WILSON R M 6 t 6, N u+1ERBEcnoNs of cEREti.STREET AND STONt•MAN STREET AAw ,IUD CORf0ON STREET. OPADNO CON18TRUCTION NOTES STREET CONSTRUCTION NOTE8 31 CONSTRUCT HARDSCAPE,COLOR AND FlNISH PER LANDSCAPE PLANS 36 INSTALL 6"PVC SOR J5 WITH PIPE BEDDING PER DETAIL'A"ON SHEET 2 1&CONSTRUCT TYPE 6 CURB AND GUTTER PER CITY OF LAKE ELSINORE STD.NO.200. �\ LEGEND AND ABBREIAATIONS 32 CONSTRUCT 6"PCC RESIDENTIAL DRIVEWAY WITH DRIVE APPROACH PER CITY OF LAKE E INSTALL 6"PERFORATED PVC SDR 35 WITH PIPE BEDDING PER DETAIL"A"ON SHEET 2 ELSINORE STD.NO. 117 o--CONSTRUCT TYPE 64 CURB PER CITY OF LAKE EL51NORE STD.N0.202. TRACT BOUNDARY ®-INSTALL 8"PVC SOR J5 WITH PIPE BEDDING PER DETAIL'A"ON SHEET 2 GRAPHIC SCALE a-CONSTRUCT 6"PCC RESIDENTIAL DRIVEWAY,EXCLUDING DRIVE APRON (3 -CONSTRUCT TYPE C ROLLED CURB PER CITY OF LAKE ELSWORE STD.NO 205. 39 INSTALL 10'PVC SDR 35 WITH PIPE BEDDING PR DETAIL"A'ON SHEET 2 +a o +o .o --- --- RIGHT OF WAYINSTALL a-CONSTRUCT CURB TRANSITION PER CRY OF LAKE ELSINORE STD.N0.206;LENGTH PER PUN LOT UNE PER DETAIL C'ON SHEET 2 ATRIUM GRATE INLET(NOS/1290)PER DETAIL"B.dt INLET SEDIMENT TRAP So-CONSTRUCT 3.5"A.C.OVER 4"A.B.PER GEOTECHNICAL ENGINEER'S RECOMMENDARONS ----------?'ZS i;--------- PROPOSED CONTOUR 35 INSTALL 4'PVC SDR 35 WITH PIPE BEDDING PER DETAIL"A"ON SHEET 2 16 CONSTRUCT 0'SHED CURB PER DETAIL'G'ON SHEET 2 { IN FEET) Y inch= 10 ft 70 UNIT NUMBER � v -"-•"- DAYLIGHT LINE 72.1 5' SITE WALL PER SEPARATE PERMIT 71.5 11.0 00.5 5' SITE WALL PER SEPARATE PERMIT 70.0 I, FLOW RATE FG FG FG FG FG 0 - STREET CENTERUNE -------- FLOWUNE ------- PVC STORM DRAIN LINE °p� ;z 1 A 1O - to- -�- ATRIUM GRATE INLET ( l + 18 CONSTRUCTION NOTE 11.�% 1.D%._T,.,-._..-. 694 i 69.5 ._�.. 70.0 9.8 \ _ _ - 1.0% 3.00% -_ _3.0% 1. % 1.0% 2.9% _2.9% 7 1.0% 1.0% 1.0% / FL G6 H 0' HP FL o.......... . -r--- STORM DRAIN PER t II _ -1-..-.f._ �.. _ .-�._ - _.-. _ -._-69.3 70.0 70.2 HP 69.6 �r7$ �0 700 STREET IMPROVEMENT PLANS 111I % \\•I \Yi•� 69.8 HP -\ 69.3 L � 5.0' FL GB FL 5.0' FL GB / FL FL ..._ _...:.. ....... . � _ .... 0 GFF 134 70.65 0 70.25 \ 70.05 Mo 3 34 m m R I z^ Y - `, STREET LIGHT ;,1� I 04rt�:: 39 .I :: GFF y^I _,� GFF 40 �u_ 47 GFF o^r 4 48 o ^ FIRE HYDRANT i ; I s9.8 PLAN 4 N j� PLAN 4 69.2 PLAN 4J� PLAN 6 ^r - W- WATER UNE r'r I 34 FL __�'\ .. .� To o FL GB -___ - co. I-. a 1270.98 FF Z I To L,",u: 1270.58 FF = I 1270.38 FF z 1270.78 FF - �+ g 04 v 1-4.5 R r 1270.0 PAD �....- WATER LATERAL (; I o_ 270.2 PAD 1-5' o of - -5" R 1269.8 PAD - 69.6 PAD 1-5" i „ g;9 AND METER BOX 1-of 2.0% to 2 0% � 2.0% Iva nN �169.1 TG 34 � �/ ; - S -- SEWER UNE t I o co' ..I` _....--t9. 66.27 I lyi ........... -- _.."L_.__........ SEWER MANHOLE .- 5.4' S.4 c �' .4 54 1DNK O I. .00TC TOP OF CURB i ,� I L=13.00' oo�T r\ R::O : - v o" 2 co II FL FLOWUNE ELEV. r r I S=0.020 35 , : ' E2 ' tiw Tu o I u o m �" 31G.a3170.48 GL m ., 0 08 GL - I y 69,88 GJ[5 M M oo - 70.32 GL_ TG TOP OF GRATE r 1 !: M I 70.1 TG -.. .� •o ._,I ° �.._.._d 04 rn I� ... Tr .._._. 1 O ) - JOIN 6" SD 35 �5.41TINV-4 ) �\ 32 rn mow° .Irn 32 rnl to 2.1%._._ GB GRADE BREAK i 34 65.70 INV-4 0 2.4% N 32 N o 0 0 32 ^ 1 2 2% 01 34 34 0 2.2 1 v "t 65.4 P INV-4 69-9 34 2.1% FG FINISH GRADE .O ^^ ^^ O �1 NI ( ) I `�i� `v1 O O.� of 2.5% �i� ___s__ I I 65.88 v__ 1 3 0' (65.62 INV-6° 65.33 INV-6" 65.33 INV- LP LOW POINT ;%� -- -.._. 69.3 I�L-� --+--- --- -_-i.$% - - -- ��t.. 2.©% - - ---------- ---- 7Q211P - - - -.. _ _ _ HP RIGHT POINT i(' 3.0 O^.z•� 16 1 `;^ 16 69.8 HP GB 69.6�RP �"9:6 HP:_....- 16 16 _9 P7' INV. INVERT OF PIPE (' I co co 70.6 �'.n.r` N( a O GF 70.1 F 10 r. --------- -.. 69 8 F v �Ory1GF 7 4 7 I 3.0' 7. . HP 0. H o m t 4 FS FINISH SURFACE r +o 0 6.00% o b y 6.009° ^o w •�6.OD% '�o V 6.00% 'Iq I �I• �i o F- tt dcaol�coyo 3% �' v o ooicD v1� F2% mm 9. F 7 5'FS " 2.T coo oc��o �� FF FINISHED FLOOR . m 0.35 ,' 69.70 F1:&B O o 2.6 O o o .} O o v I II II M u n 32 o c� m o 32 � n n o 32 32 j PE PAD ELEVATION I /"Gih D•�"L`F ''�+' y O c�'o 05 �' `9 y °f GFF GARAGE FINISHED FLOOR J I 35 ti 7.509 16 16 Z50%o v 35 ^ --__,� 16 Fj-- CF t6 O w o, " 1-5" R 70. 6 69.61 FL i-5" R 7. 0% 6939 FL, r 7.O6 F %V 34 I. GL GARAGE UP I L 0 2 0" ! 0" CF 1 0' 1 7 50 35 y 69 7 T 0.3 TG = _. DF DEEPEND FOOTING 3�FG z_ 70.5 34 34 0.0 TG ._. FG Tv� 4 FG ? 34 34 FG R RISER STEP O"1, 64.5 6 O" 64.2 PLAN 5 --- PLAN 5 °0 PLAN 5 -- S= SLOPE 7oa 7 - -7e. rC 7.2 ! ss.9 sss•1;Tc- - 7a. s rC - .�_ �- 7os PLAN 5 1271.38 FF 31 "........ 31 1270.88 FF 1270.58 FF 31 31 - 1271.18 FF - (j) 1270.E PAD FG 70:18 69. FL FG I FG 69.77 FC 69.98 FS FG I m 70.60 TC 69. TC 1270.1 PAD m 1269.8 PAD 69.77 T 70.37 TC 1270.4 PAD �` m 2.00% 70.84 FS/ 70.38 FS gal 70.04 FS 2P% 70:68 FS O ao 0 0 71.21 FS I 2 0 70.10 FS 69. FL 3.P% I 70.71 FS/ 2.00%''o x 2.00% 7. 1 FS I 9.27 FL 69.87 FS 2.5% I 7-0.81 F 2.00%� ni; o m m 70.7 R r 1-6.5" 70.56 TC 69. TO 8" R 1-6" R -• -y ~- " R 1-6.5" 69.73 TC 7D.3 TC - R " R r Hpo C - 70.1 F=O. DF-0. _ 69.8 - 70.4 F=0 0 .r � 7 1 0.0�,-��1 DF-0.. _ 7.6 I 70.0E FS 69. FL :. �-- I - ` DF=0.0� :o c� of c�- F=0.0',,% I 9.23 FL- I 69.8 S I ', �•".' 2.0% 6' FG =17. - 7. C FG D( 6 m w )fi' FG =17. = 7 FG ✓e 1 r\ j Hp I 7.1' 35 35 - 7.1' 7.1' 35 �Q�PS -- -�..7.P'S=01 0 S= 14 =0.f40 , 70.0 T I 0. ' 6 .5 9.2 DF=0.6' I 6.0 TG' TG 69.8 34 34 34 34 HP FG- 0 67.04 I 67. 4 I a c� - -F� 34 FG - a co 7 66. o c� FG �' 6. 1 IN 71 INV L= 0' = 5. Tc 1 4 =15.00' =15.00 2.00% 70.51 FS h- 35 35 70.01 FS 2.00% � ,2.00% 69.71 ES 35 135 _ 70.31 2.00%, 69.4 W 1 2" R _ I 5=0.0 0 S= .03 31 - z_ =0.030 S=p.030 31 31 I - 2" R jae HP 2" R '; I 31 70.05 TC 70.15 7C T 2" R o� HP 70.37 TC 69. TC o 34 70.51 FS 69.87 FS 69.2 FL 70.01 FS roco " 69.71 FS 69.55 FL 69.65 FS -i'7.31 FS I- 1.1% 1�% I ibco: I 1y% Pam% t m of 37 2" R 70.33 TC 69. TC R 42 45 2" R 69.51 TC 70.11 TIC R 50 I 'h 69.9 PLAN 3 I 69.83 FS 69. FL PLAN 3 69.4 69.1 PLAN 3 69.51 FL 69.61 FS I PLAN 3 L69� 0 FG 1270.68 FF 69.7 T 34 34 8. TG I .0 1270.18 FF o FG I FG o 1269.88 FF DF=0.0' 69.3 m^ 9. 69.5 0 1269.4 PAD n 1269.1 PAD "v �•1 5 TC 34{ R T 6.7 1269. PAD FG I 6S.69T� 34 rn 1269.9 PAD _ I I of FG 4r1 9 I V FG o To II cn oE o FG 6 .16 1N 676 INV FG t: 2.0% 5 m .9 FG m Q - 68.9 FG DF=0.5' DF=0.4' 68.7 F lb l F II o - - -. _ a I 0 2.00 �' 0 1 •a s,,.�_m�,� , .;�- ,::� o pll �n�i � 2.00% 1 89• 70.14 70.14 0 o�- x 69.58 69 58 p�`A 69.34° 69.34 m fi9.94 69.94 m I GFF m GFF E� 2 cam+0 1 GFF GFF o n�I 0 3 GFF, z GFF ~t GFF GFF a o I 1p 5.0' y1n rn o� j c3 +o f 29 uI m m 1' I 1" 0 5 6' R� y 8.0'-1 - 69.7- I ' m c =37.59' 6 H� 3C7 4.9 2 ' 4.9' 43 I) .. 44, 4.9' ^ 2 ' 4.9' _ J� S=0.050 35 cs I V I PLAN 2 ^ 3.0' 12 1 3.0' I 3.0' 12' 12' 3.0 t� 12.00% - - PLAN 2 2.D0%; II 2.00% PLAN 2 PLAN 2 2. % 1270.58 FF !69.7 T 34 34 7 T -.:. 1269.58 FF j I' 1269.38 FF G i 34 1 34 69 G 1270.38 FF 1269.8 PAD 64.50 1 64 2 I V 1268.8 PAD�, 1, 68, 1268.E PAD -- - - 6.12E I, 4 2 PT INV t 269.E PAD , n I =17. 0' = 70 - _- =17.a0' -17.00 _ c 35 35 / 11 HP ^ 35 35 v m 1 5=0.0 0 S= .05 =0.050 5=0.045 ", : -- it HP 2.0% d 69.35 C io m i :1. rn" 'a• f *N 70.08 FS 1 ^I I� P j 69.41 FS m oo I r. `o`� 69.21 FS I � 68.63 FL I t'\ 4 FS ^o II ry 66.85 1 1 63.81 6" R 69.00 - R 68.78 FS( - 5" R 69. �o GL GL ? 68. GL GL GL GL 6 l6g• GL GL INV .r HP I I T 53.57 I HP I s^e - ffiu 63. 7 INV T M �. _ 70 2 I I - I 1, 9 I HP k I IN i 6 ' 1� m! L-42.79' ..,^� 68.E ^I JOIN 4" SD 6 Io 69.2 TG ��L 8.95' `� i rG 'z 35 =33.27' 4 6' ool I 94 JOIN 4 SD I 1 - - I I F' I I o- 4.6' 34 35 32 4.6' 35 4.6'( 6 �,•` O- -L N-f� 32 -- M 5=0.050 __ w a FG r 32 -- y 3X -4" 32 Nl se �� - o.rrn --1----- 63.$�1N o I �+ 34 9 T 9.67 69.47 4 T ^o°p TG 6" D =1 p, 63.3E �1) �:P 65.31 INV GIN 4" S G.B. .11 1 34 0 34 6 8. G.B. 3.27 INV-6" 69. 5 69.45 35 I 65.71 INV u n 34 64.931NV S=0.050 INV 9.73 TC 68.80 0 b P T P� ,� cn 0 0 ,0 JOIN 6" SO I 8 00' 0 0 34 M o0 69.23 FS 69.25 C g \ n 35 '',0� �, �' 9• T 69.01 FS 35 0 63.04 INV 4 �.I S t d 68.75 L l I ... 35 . ......... 14 �J j 1� oMo 1 ^/ 1M ....... IN_._.. __IM ?! 68 53 FL "' �'t ( ) _ -- �1.00% 1.00% /^i ro j 1 P10% 1�_00% 62 96 iNV-6° !i cb STREET "B" SEE HT NG. 3 r ' _ _ _ - - _ of SEE SHE �r� o is - REVISIONS: PREPARED UNDER SUPERVISION OF: SCALE: �o1[ss1 w►LsON n�►tcA►�►► CITY OF LAKE ELSINORE ENGINEERING GEOLOGIST SOILS ENGINEERS OWNER- � I CORPORATION R PO RAT►O N 9 G3SOILWORKS, INC. G3SOILWORKS, INC. CIVIC PARTNERS � � PRECISE GRADING PLAN SHEET .5 350 FISCHER AVENUE 350 FISCHER AVENUE 7777 CENTER AVENUE m THERCE NO.4966a EXP.9-3REVI 9 CORPORATE PARK,SUITE 106 T:949-679-0091 TT ^C TRAIL COSTA MESA, CA 92626 COSTA MESA, CA 92626 SUITE 230 No. 49B84 THESE PLANS HAVE BEEN REVIEW FOR COMPLIANCE WITH THE IRVlNE,CA 9260E F: 949-679-0099 THE COTTAGES AGES AT MISSION I RAIL OF 18 MARK: T• 714 668-5600 T: 714 668-5600 HUNTINGTON BEACH, CA 92647 �PENCH Da 3D 2D2a >f APPROPRIATE CONDITIONS OF DEVELOPMENT AND/DR CITY AND STATE B • ( ) ( ) MARK DESCRIPTION BY APPR. DATE ZON �PED. RIVERSIDE DENCHARK NO.BM E-3-70.ELEV 1279.829.BRASS DISC Mi CONCREM POST 72'RORM OF"1' PARCEL 1 OF PARCEL MAP 37393 FILE NO. www.g3soilworks.com www.g3soilworks.com T: (714) 230-8000 TINTERSECPON OF CORMON STREET AHD MISSKKI TRNL 27'EAST OF THE CENTERLINE OF MISSION TRAIL IGNED BY: WMC DRAWN BY: WMC OF GAll4� DATE: -2b-I� CENTISERUNE OFIREN.SBN:ET,BEM:NS252'4SW.BETNKEN MONUMENTS 3 AND 4, TFK CENTERLNE CS.WIL$ON PROJECT MMlAGER:S.WILSON NGINEER INTERSECTIONS �X SRiEET ST STREET CERFAI STREET STREET. MOTOR COURTS ®q® �', GRADWG CONSTRUCTION NOTES STREET OONSTRUCTION NOTT 31 CONSTRUCT HARDSCAPE, COLOR AND FINISH PER LANDSCAPE PUNS 36 INSTALL r PVC SOR 35 WITH PIPE BEDDING PER DETAIL"A"ON SHEET 2 (j -CONSTRUCT TYPE 6 CURB AND GUTTER PER CITY OF LAKE ELSINORE STD.NO.200. 32 CONSTRUCT 6 PCC RESIDENTIAL DRIVEWAY WITH DRIVE APPROACH PER CITY OF LAKE 37 INSTALL 6°PERFORATED PVC SDR 35 WITH PIPE BEDDING PER DETAIL"A"ON SHEET 2 a---CONSTRUCT TYPE 64 CURB PER CITY OF LAKE ELSINORE SID.NO 202. � ELSINORE STD.No.. 117 INSTALL 8'PAC STIR 35 µHTH PIPE BEDDING PER DETAIL"A'ON SHEET 2 GRAPHIC SCALE @-CONSTRUCT 6"PCC RESIDENTIAL DRIVEWAY,EXCLUDING DRIVE APRON ^3 CONSTRUCT TYPE C ROLLED CURB PER CITY OF LAKE ELSINORE STD.N0.205. 39 INSTALL 10'PVC SDR 35 WITH PIPE BEDDING PER DETAIL'A'ON SHEET 2 V-CONSTRUCT CURB TRANSITION PER CITY OF LAKE ELSINORE STD.NO.206,LENGTH PER FLAN o o a o 2a AND 34 I�A�1�2'C oN SHOE INLET(NOS/1290)PER DETAIL"B°,4 INLET SEDIMENT TRAP @-CONSTRUCT 3.5'A.C.OVER 4'A.B.PER GEOTECHNICAL ENGINEER'S RECOMMENDATIONS (,,,PER 5 INSTALL 4"PVC SDR 35 WITH PIPE BEDDING PER DETAIL"A"ON SHEET 2 i6 CONSTRUCT 0'SHED CURB PER DETAIL"G'ON SHEET 2 TRACT BOUNDARY ------- RIGHT OF WAY 1 inch- W �� - �� LOT LINE 68.5 5' SITE WALL PER SEPARATE PERMA°� 67.5 67.0 5' SITE WALL PER SEPARATE Pf `• PROPOSED cowrouR FG FG FG FG FG I c 70 UNIT NUMBER - - DAYLIGHT LINE 29 FLOW RATE STREET CENTERLINE ° 7 1.OX 2 0% _.....-...� FLOWLINE -off_ 698 HPT 69.2 PVC STORM DRAIN u jIT_ -- j �• ._8 0' ..- _GB .\...\ 1.0% 1.0% _ _ _ 2.3% 4.0% -•�-- ATRIUM GRATE INLET LINE 69.8 s - -. -...-.- - -._�-...-fi9.1^ 7 / 90\ - 6 - 5 - 69.8 HP 9\ / id CONSTRUCTION NOTE r 34 41 70.17 - - 0 \\\ // FL GB FL GB ' $- FL G8 '_7-_ � y ' 69 3 HP .... o 70.24 70:65 5 0 - R ........... GFF ae 34 :. 69.67 68 9 \/ G F STORM PER o GFF ' oD � '- FF o i 3 GF I I' STREET IMPROVEMENT PLAN j o 4 55 �^ DID FL 63 64 P PLAN 6 y PLAN 4 PLAN 4 °O IPLAN 4 of ro - '1 of:: $o M c� -eov- jm m / 1270.58 FF Z ~' :°O ,,,,,,:,;' ... 1270.08 FF 91 .... 1270.58 FF ----- '-- `O z o Tics 'Es �1f i270.98 FF i------� ...........- � STREET uGwr 1269.8 PAD - ro`� -6" R 1269.3 P 69.8 PAD i-5" o> - 270.2 PAD 2.0% --- to�. 2.0%; 2.0% to - FIRE HYDRANT 68.8 TG 35 \ / c� `�" I 66.58 IN 34 f`" L" �� ------- 5i WATER LINE 7.5 ^ 1- .4'-}-5.4' _ '�' I o �-5.4 5.4' _ o f z---_--- WATER LATERAL 1^ _ m N= - r.^ cam - -_.1 I \ o !;Q _ a - po I ...�.. AND METER BOX WATER VALVE 69.3 0 69.8 �, nN 70. cn n I ___..............-_ _-.....__ 31 70.00 GL .50 GL 31 o I u n 31 7 GL j 70.48 G ( 31 , �___ SEWER LINE out a.r " NI y o 7 :: ^olm :: -- FG _ co�o N N .:.... .. FGFG 1 m FG ----- "'"' j 35 I 1.9% 34 14 1� o rn rn ai v o 2.0% 0 6 ` '" 34 I 35 34 9.7 TG o 2.3% rn rn o o c3 0 <r 2.4% 0 70.t G SEWER MANHOLE I I 65.92 INV-4 0II `a' 32 co �o m Irn 32 0I 65.33 INV I 65.70 INV-4 n 32 n ^� 32 o T 34 Io 0 Ni 3.1% 6`I O ^� I O�i1 N� �� 3.0' ( ) jl 66.19 "� `�� IvO I YvO�� 3.0' 65.70 iNV-4 -y TC TOP of CURB --- 65. INV- N - - _JOIN 6" SD 1(65.62 INV-6") - - 65.62.,INVV-6") - ^4 . -- - --_.-- -- - o. i6 i6 69.3 HP 69.3 jL -- -- -HP 16 16 -r 2.D%%%_ }/!s 70. E TG OP OF GRATE 3.0 69.8 HP 69.8 HP N - -- 4 ce GRADE BREAK I a o - 7. FG �l��s m M 69 GF FG GB m^ 3.0 _ 7 " c, rn �0��G4 70.E F �o ! o_ N W-) ----- � oi'. o: FG FINISH GRADE j- o a� 7" 6.17%: �c yob 6.00% $� 0 0 0 c� r750Y 4 6.00% g o .5% o l.68 m GB 7 "F o 0 2.8 �' o c�.. o ca o ^ 11 O ^y 32 m 77 FS; i 19.27 G o 32 2.7 o o m II II ^ ^` HP HIIGHT UP LOW POINT h ocn oo mrn o j y oco 32 0 m' 3 11 cn �� I j o 16 2F 16 0 ^ r l ^ / CF 7.50% 2 35 OF PIPE 134 35 1-5" RL 7.50% 69.E FS Y' 69.18 FL 7.50%`" b- 35 1-5' R _� 16 69:9 FL; 70.2E FS 16 - I FS FlNISHTSURFACE / tea:::: Wiz=. 0" CF 2 -- ' bmI FF FINISHED FLOOR } �y t of FG o 70.12 1C 34 - FG .7/ N 62 FG.... z y 69.9 34 34 0.5 TG FG. 5 c' PE PAD ELEVATION ee 69. 2 64 0 0 3. 64.59 6 . GFF GARAGE FINISHED FLOOR o N PLAN 5 ---.-. -r "Y.. PLAN 5 PLAN 5 PLAN-5 {{ _} o 70. -69 60 TC j 7.. 70:&8 TC ^I Q 1270.98 FF 70.3 31 - 31 69.7 1270.38 FF o.. 1270.78 FF 70.1 31 - -,j- " 31 70.7 1271.38 FF x GL GARAGE UP LO R �N � 1270.2 PAD FG 69'ip FL FG 1269.E PAD �0 1270.0 PAD FG ) FG 1270.E PAD �d DF DEEPEND FOOTING 70.15 TC 69.5 TC 70 FS R RISER STEP a o of j 70.44 FS 2 4 2.6% 69.88 j� 2.00% 70.61 FS 70. 4 FSi , 2 69.47 FL 70.5B FS % 1 7ONFS 71. 1 2.00% j o<o 0 2.00% `,70.81 FS I 69 65.FS 69.06 FL I 70.21 FS 2.00% - _ I R 1-6.5" R 1-6.5" �- R s- SLOPE N 70 11 TC 69.52 TC 1 -6" �R / 69. TC 70. T R W I 69.5 "� DF=O. 70.2 , 69.61;FS 69.02 FL , 69.E _ - F=0.0' _ m o DF=O. 70.0 , 69,43 FL 1 70.05 FS __ , 70.E W j HP o�.: F 0.00 F ;6' FG =17. -175 - FG p 6 �DF-0.0' o =0.0'/ 6• FG = _ FG 0 7.1' 7.1' _ OF m 5-0.140 S-�.14 h 17. 5 S 40 n.1 0 35 69.E DF=0.6' I 69.4 TG 8 TG I DF=0.6' 69.0 a 69.4 DF=0.6' 6 .2 TG 9. TG I DF 0. 70.0 I: - co 34 34 o - 'a x .. .r I 34 34 FG of o 66.71 ITV 66.71 I a FG FG of o 6 .04 1 67. 4 iNV o^ "6960605 5.00'W I , �P3 2.00% R FS , 31 5=0.030 35 35 5=�.03 31 , = 69.51 FS 2.00% 2.00% FS 31135 I . FS 2.00% - 5= .030 31 69.94 TC 69 34 T o 70. TC o� N 53 70.11 - , 1.4%, 69.89 FS 68.84 FL , % , 69. i 5$ " 61 69.91 F5 , , 69.25 FL 69.8. FS ] % , �� ' 66 w 3 2" R 69.9 T 69.3 TC 1" R P 58 2" R 69.71 TC 7. h TC R m o 69.5 o PLAN 3 DF=0.0' I 69.40 FS 66.80 FL , DF=0.0' 3 0 68.9 35 69.3 o PLAN 3 DF=0.0" , y 69.21 FL 69.81t FS , PLAN 3 69.9 FG o 1270O 28 FF 68.3 T 8 3 TG d 1269.68 FF o FG FG o 1270.08 FF 7 TG TG 1270.68 FF FG I x 1269.5 PAD o 69.5 34 34 68.9 1268.9 PAD III o o rn 1269.3 PAD - d 69.3 6-- 34 34 t269.9 PADI 2.0% I 135 E� a FG BT 16 1 V FG o Z I o o t o FG I 9 INV FG 9 -1 n o DF=1.0' 68.5 FG Too I o'i, g 68.5 FG DF=0.4' °pII y _� DF= .4' 68.9 FG m a 00% o a 69.9 FG ao�jl N ... + ~i = 69.10 69J0 �Ux �., 69.50 69.50 ag w05° 70.35 70.35 v 69.91 69.91 34 II M GFF o GFF 1 1A091 m h o 34 o>m l cc 34 I 2 0 1 �^ GFF GFF GFF m GFF o T ^1 2 w GFF GFF c°9 4 ca O �� Eo I L 34.22' c sal !n n ae 5 v Be h 1 �:1 f. �' 0 5 c> o rn I 3 o I o o m 2" R oil 1,2" R 1 0.020 1" R 4�9' 2 ' 4.9' 59 - ^II -- 60 4.9' ^� 2 ' 4.9` 67 - �1 52 3.0' 121 7Q' 3.0' , 3.0' 12- 1 3.0' uy h m 34 jl 2.00% PLAN 2 ....:` a.: PLAN 2 2.00% I, 2.00% PLAN 2 PLAN 2 2.007:1 N ro 1269.18 FF 68.3 TG: 34 134 3 T 1269.18 FF , 1269.58 FF 61.7 TG 34 34 9.17 TG 1270.58 FF 1268.4 PAD 68.4 I 2 I 64 50 INV i t 1269.8 PAD I � 64.20 1 6412 1 V : __._- a 1268.4 PADS 1268.8 P� ___ ro N 6.4 - L 17.tl0'35 35 = 7.0 u HP I _._�. .417. 0'35 35 = 7'DF I m o III H o m S=0.050 5=0.05 ti o ^+, v o 4 =0.0 S= .050 '' a 2.0% I 68.5 of -- o 68.92 'C o I 68.9 u L� --- 69. I �j FG ao 1v 69.18 FS 6 .7 ^� 68.42 ! 68.93 FS .r o FG 69.33 FS / 6 < ''� 68. 3 FL ( � 1`� 70.R5 T c� 0" R 168.57 FS - R 9 68. 8 FS 69. GL 7GL !i � _..-. . 68.4 FG GL GL , 4 168.4 GL GL y 8 G R GL GL C E 17.88' �I HP I 94 T 6 . 7 I HP se HP I t JOIN " s 35 _ N vl I . ��4 JOIN 4a SD , !o`� `r14.6' 34 0- 42.79' 4.6'1`r o�oj 63.5 INV) gq es j , 9.5 TG S=0.050 rn \ 5-0.050 M rF� _ y 68.1 T1 35 M; _ I 6_ D ' 32 32 64.93 I m -0.050 32 t ao 32 N FG 35 �N IN - - ---L- - ad ri b o INV I. 5-0.039 S- .05 _3. 7' N N 68.3 TG 6. 9 69.09 B. 63 �69.45 69.63 i 69.39 69.14 SD I 6327 INV G.B`' 68. 5-0.050 35 34 - 0 65.71 1 34 68781 T FS s DIN 6" SD / 'p I TC 8. 7 0 _d P, - - i9 _ _INV-4" 6 3.04 INV-4 / T i 0 68.80 FS 68.82 C o D ci1� 3e t� T 69.2 FS \ Q ee °s 6 INV-6"} 34 6372 INS IM MI 68.32 FL o I�'i �I M M1 of 3 FL o "i luo Po1.: �1 Im-- - °°I 35 - ---- - - -1°°- - °dl.'-� 1 C6 j _.. - - .._..-. - _.. - o f• ___-...... .. .__-.. ......-... ..- __ _...- .. .. ... ...... ^ H J 1.27% 1.00% �. 1.00% � :l 35{ 29129 I ..._ ... r: 8.1� 20 /9 REVISIONS: PREPARED UNDER SUPERVISION OF: SCALE: CITY OF LAKE ELSINORE SSt WiLSON M►KAMI ENGINEERING GEOLOGIST- SOILS ENGWER. OWNEFG CORPORATION PQ RA TI O N v S M.WI DATE: PRECISE GRADING PLAN SST_ 6 G3SOILWORKS, INC. G3SOILWORKS, INC. CIVIC PARTNERS RCE N0.498(14 EXP.9-3D-ZO 9 CORPORATE PARK,SUITE 100 T:949-679-0090 350 FISCHER AVENUE 350 FISCHER AVENUE 7777 CENTER AVENUEOF 18 COSTA MESA, GA 9262E COSTA MESA, CA 9262E SUITE 230 No. 49884 THESE PLANS HAVE BEEN REVIEW FOR COMPLIANCE WITH THE RVINE,CA 92606 F:949-679-0091 THE COTTAGES AT MISSION TRAIL T: (714) 668-5600 T: (714) 668-5600 HUNTINGTON BEACH, CA 92647 K Exa D,,0 2Dzo APPROPRIATE CONDRIONS OF DEVELOPMENT AND/OR Cltt AND STATE OENCHNARK: MARK DESCRIPTION ar APPR. DATE LAWS, D A PERMIT CAN BE SUED. RIVERSIDE BENCWYUC N0.ew E-5-70.ELEV 9279.829.BF0.55 DISC N1 CONCRETE POST 72'NORTH OF"Y PARCEL 1 OF PARCEL MAP 37393 FILE NO. www.g3soilworks.com www.g3soilworks.com T: (714) 230-8000 r crva I-SEcnON OF COMM STREET AND MISSION TRNL 27'EAST OF THE CENTERLINE Of MSSION TRAx DESIGNED BY: WMC DRAWN BY: WMc � ` IMTE: -Z6-I ma's°P E OFI`� MOTOR COURTS N. CENTERLINE OF CEREN.STREET.TEINO STOW 6'W,REET AN N EREAL ST E T A 4,LINO TIE CENIERDNE CHECKED BY: S.WILSON PROJECT MANAGER:S.WILSON N HABIB R G CITY I NFERSECDaNs aF cEREAI STREET AwD STONEMAN STREET NIP c€RFAL STREET NI0 coRvoDN STREET. I v LEGEND AND ABBREVIATIONS GRADING CONSTRUCTION NOTES STRET CONSTRUCTION NOTBB &CONSTRUCT HARDSGAPE,COLOR AND FINISH PER LANDSCAPE PLANS 7&CONSTRUCT TYPE 6 CURB AND GUTTER PER CITY OF LAKE ELSINORE STD.NO.200. TRACT BOUNDARY O-CONSTRUCT 6'PCC RESIDENTIAL DRIVEWAY WITH DRIVE APPROACH PER CITY OF LAKE O2 -CONSTRUCT TYPE 64 CURB PER CITY OF LAKE l7.SfNORE STD.NO.202. Q------- RIGHT OF WAY ELSINORE STD.NO. 117 -CONSTRUCT TYPE C ROLLED CURB PER C17Y OF LAKE ELSINORE SiD.NO 205. IJJ CONSTRUCT 6'PCC RESIDENTIAL DRIVEWAY,EXCLUDING DRIVE APRON LOT UNE o--CONSTRUCT CURB TRANSITION PER CITY OF LAKE ELSINORE STD.N0.206;LENGTH PER PLAN '.. j1 2 501----- PROPOSED CONTOUR GRAPHIC SCALE 34 INSTALL 12'ATRIUM GRATE INLET(NDS 11290)PER DETAIL W.2 INLET SEDIMENT TRAP o-CONSTRUCT 3.5"A.C.OVER 4"A.B.PER GEOTECHNICAL ENGINEER'S RECOMMENDATIONS PER DETAIL"C'ON SHEET 2 70 UNIT NUMBER o o s o zo a /�O-INSTALL 4'PVC SDR 35 WITH PIPE BEDDING PER DETAIL A 16"ON SHEET 2 CONSTRUCT Cr SHED CURB PER OETAIL'G"ON SHEET 2 -"-"-"->-"-"- DAYLIGHT LINE V INSTALL 6'PVC SDR 35 WITH PIPE BEDDING PER DETAIL"A"ON MEET 2 u FLOW RATE (IN FEET) / 0-� INSTALL 6'PERFORATED PVC SDR 35 WITH PIPE BEDDING PER DETAIL"A"ON SHEET 2 finch= fo ft ja INSTALL 8"PVC SDR 35 WITH PIPE BEDDING PER DETAIL'A"ON SHEET 2 STREET CENTERUNE 39 INSTALL 10"PVC SDR 35 WITH PIPE BEDDING PER DETAIL"A"ON SHEET 2 �- FLOWUNE iNI`r.... PVC STORM DRAIN LINE .----------- _. ............. .....-... .......... � IN��...._. -:_ ...... ........_-. .---- ...... ___ ------- A. 2+04.05 STREET C" STA j0+74 93 STREET C" 1 ATRIUM GRATE INLET -- ST 10+00.00 MOTOR C� EET �C" E SHT. NO. - SI 10+OD00 MOTOR CT. !� . .-._--.-. _----_ 18 CONSTRUCTION NOTE -~ - - - .-- .J - -- ----- -i--:-:.. . ._.. 7. Eel ^ STORM DRAIN PER __. ..----- --- -- -- --.....__..._--- ----------- -- .._._. -...-- -------- --"'.,�,' `,.�'�i STREET IMPROVEMENT PLANS ^^ ^ �, --_- - _-� co<o <0 co I a o STREET ucHr r __ � �,,., � � �-s =10.60 M r, se » � 4 �...� FIRE HYDRANT 35 5=0.050 �� 6786 TC o ,. i� �1 (`_• _ 5 35 �� ro o 7. T o �� aMol 76 TG 677 TG '� NI/ �0 66.3 TG m_ 66.5 TG '� `' wi� �� L=30.00' - W WATER LINE _ 34 - 34 67.72 FS 67. -FS 6 67. 6 FS G.B d 6716 FS 66.96 FS 3 66.76 FS 66.9 f5 6 g 67.1 FS d 67,_ FS 67-1 -- 35 5.55 IN 63.92 I _ _ _ 63.54 IN _63.76 1 __ S=0.047 o.-. WATER LATERAL r�- -----�r ---- J01 _ I �4- -_ J N -------- L=32.1 r- - --------�I - - - J� J - - N- l AND METER Box 64.4 i 39 s� NV, FL 6" SD 6,6' S-IT 'in gg 0 66. G. 6" SD 6.6' -$- WATER VALVE 35 ' 35 _ 6.6' rn 6• D I 1.93 ,G �� I ^ = 35 / 35 - F� 6.6'} ! 6" D I �!'j� 6J8 4 ...1 �� 66.8 TG i INV - 50 32 85 66 6 I 32 66.7 o 5-0.0 32 8 !1Y 32 63 / I 61- �• I FL ,B I ?3 34 g o o 1 1 67_i FG:. FL ti 6IF M 7• I J T/NV 1 0 `� - SEWER LINE 3.3 FG 68.1 FG �i - 4" -- SEWER MANHOLE 68.0 TC 1 g3 I 67.O f o 67 67 4 T 678l- 679 I ij GL GL H 675 FS 6 g5 I HP GL GL o l GL GL ^ 7NV_ fi734 FS HP. Gt Gt o TC TOP OF CURB FL I^ 67. 8.2 8.21 _ i• 67.3 6. 7 6746 FS NII 67. 8 6 .1 =191 r t19:00' 6 .97 g 1 FS �o FL FLOWLINE ELEV. 8 2' 7.T 1 \-! j w L=19 35 35 19. -' 1-4" R 1-6" R j 50 35 35 1-5 R , a' 8.5 7.5' TG TOP of GRATE S=O. 50 S 0.05 �}._ =0. 50.046 1 a 679T 9T o -- - !I .... o i6 .9T 7.7TG o GB GRADE BREAK 11 I- � 62.88 34 34 6.88 1 V ^ -- ` 7 116 .68 34 34 6 .68 INV LP LIOW POINT NISH GRADE 'HP ( ::._...FS 4.9' 2 ' 4.9' I _ 7.61 FS HP I , 6761 FS 4.9' 2'' 4.9' 41 FS HP HIGHT POINT FS 2.00% 1I 2.00% 28•Ri - 3.0' 1 2' 3.0' Ij 2" R 2.00% I1 .2.00% 2„ R 3.0 I i ' 2' 3.0' - _ 2. RFG 2.00%! INV. INVERT OF PIPE 1 p�] -.-..,: 8� 8e *- 1 FS FINISH SURFACE --- II -.............. $3 of 5 Ia I -- 76 ____. I ....... .. 75 a 5 t� _. 68 FF FINISHED FLOOR J 2 d PLAN 2 1-5.5' R �^ �+. 1-4" RJE` PLAN 2 U PLAN 22-6" R �' �'- 1_5" R.�' PLAN 2 PE PAD ELEVATION FF I' 1268.78 FF - - 126778 FF I1 ^ .. 1267.78 FF C 1268.58 FF e a z GFF WAGE FINISHED FLOOR co c� I N ^o ^ N o ~ ( GFF GFF 1267.8 PAD PAD + 4 1268.0 PAD GFF GFF � o GFF a GFF 12670 PAD +�ti ^Ii 1267.0 PAD GFF : GFF GL GARAGE LIP L L^ 68.38 68.38 0 0 6754 67.54 .1 6733 0 6733 ^ o _ 6810 _ 68.10 .1 OF DEEPEND FOOTING 1� -sue- .. o 2 00% o v 2 .... -- II ......... _ 2 �. -..� .. d 68.4 68.1 68.1 FG }o 0 671 FG DF 04' -67.1 671 DF-0.2 671 FG } p% 0 67 6Z9 } s= sLo�STEP FG 11 FG i. i^ �i FG FG Zr, `� FG . 67.9 g......TG_..-. 67.5 v w 8210 .: 34 FG I 77 o N+I rn 0 74 v F63 .9 34 ; 34 �.7'-TG ! D 69 r<<. 66.8 65.79 6.79 I w = u 675 �;� 67.3 a 6.59¢ 65.59 INV N PLAN 3 1 1 DF-0.0' PLAN 3 � ,t o o PLAN 3 DF-0.0' I I PLAN 3 FG_. �'o 1268.88 FF 68.4 TC 67. 6 TO 1268.28 FF o FG_ u u FG___ 1268.08 FF G76 TC 68, 5 TCui 1268.68 FF 1 1268.1 PAD 68.71 F� y 5% 679 FS 67. 6 FL 1 6% 8.11 FS 12675 PAD I y 0 1267.3 PAD 67.91 FEE V•6% 671 FL 67. 5 FS 7.7% -T '8•51 12679 PAD vo , _ y I z_ 2" R - 68.5 TC 67. 0 TC �1 2" R z_j 35 Z"R 677 TC 68. 9 TC 2' R `l-11 L 35 0- 68. FS 67. 0 FL 68.11 FS ~`� I I 67.2 FL 67.V9 FS I 1 o g Ij 1!! 68.71 FS - 31 I 1 31 = 2.00% ^`O j� 2.00% 67-91 FS 31 =15 QO' 15.00' 31 2 00% D. 1 i.� 2.00% eq 2.00% L=15 00' 15. �_ ui o o K ui 2" R 35 35 r R o 2" R 35 35 2" R co Ij S 0.03 0 * a =0.030 S$0:030 68.0 4 TO �F 67 6 34 67.4 c^o .2 .8 ao ti 34 �� 9 0( 6B.2 0 34 34 - 6 34 34 t 1 F = 65.34 N 6 .34 1 V 1 DF=0.6' F = DF=0.6' I 6 i4 Ii 6 .14 INV 7.1' L=17 0' 17.5 Z1' ,, 7.1 =1,750' 1750' 7.1' - 35 35 0. s D . ' 35 35 h ro - 40 S 0.14 ry o =0,140 S.0.140 O DF 0. FG I 68.6 I FG -0.0 o u,�. j DF=O. ' F I 67.87 Iif_o _6 4Z_IC J; I F =0.0' 29 Ee N 1� 68.8 - - 68.2 $F 0.0' oo c, 00 o )F 0 D, 68.0 C 68 6 i 69.08 12.9% 2.9%I ii.48 FS 1 2.00% 8.61 FS 6737 FL ti 67. 7 FS - �-' - 9. 1 2.00� 35 Z 2 00% I 2.00% 2„ R - ` 2.00% - 68.28 F9 13.0 1-- 3.0%1 8 88 FS 69.46 FS ' 68.1 FS o 67. FL 1- 68.81 FS" " 68.7 T o 68.12 TC 2" R ^al 2" R 1-6" R -� 67.99 T 68. 1 T �� / INV o a 1 6" R '- o ......... .... 81 68.2 FS o 67. 2 FL 78 v, I 73 68 674 FL 68. 1 FS 70 68.8 31 T£ co 68 6�£.. 31 0 3 - �'68£0 K 3 6 / W PLAN 5 FG 683 ---__ FG PLAN 5 o I PLAN 5 FG FG PLAN 5 0 ��4 c0 °p i': 1269.58 FF T 1268.98 FF 1268.78 FF 7 4 n 1 1269.38 FF r O/ HP m c� ad c'>( 01 1 c2. o n o $ 1 1 r� O 1 W j 1268. AD 06 ca `_z TG 34 34 TG n 12 PAD �'. 34 34 � TC rr f_6597 j � 62.8 INV O 2.89 INV .r 0� ^� r� 1268�PAD 62.69 INV 62.69 fNV o 12¢8 6 PAD 35 o i 0 ` o� 68.39 FS FL s.. ........' 67. 3 FL 68.18,FS » ,»m__':1 7 FS is g° N: 1-5" R I .............. .. �- 0 i-6" R 1-6" R - - J1 0" CF 2. % " rn o0 91 1 0 750% 0" CF 2. 0" C 7.50% m. rn 7�50%I 676 7L'� 7� FS 0� rn o v 16 16 rn o �' �I �� o 4%32 0 16 o Q CF1 1B 750%rn 32 2.1ro o R �,- -, W co N ml .7%32 m 68.48 7. c� 32 2.3a' h o 68 m o d o c�c� 1� 6.07 T W ' °v° o c6 y o o c7 p•,''G`F ", CFl j ''Z ad cD Nz ad cv 10 o�di`' 0 0='Cf �ij '0",. CF R w o o; c6 68.57 FS °� °3 E2 o i 6> 6.00% o 0�'. 0 ti LO0%: 6.00% 1 rr^^ _ vJ................. FG W4(6� 6459 O F6FHP 68.3 HP 3.0 .... F -- 10%_3.0' 1.0%..- 67 HP INV I I70N, 67 7 HP t0 3.0 1 D% 2_0% G 16 rC, 16 20%q 6.0 HP 3.0' =0.0' 1 D% 2 D%- 10% 34 I. 34 s � ...D o' o 64.8 8.2 TG ° 678 TG I 76 TG ^ '3.7% ae 2.2% INV i I n0 M 34 64.01 INV-4 0} of f 32f v�n cf f 32 �f Nf " of 63.93 It 35 ) ncsn ,- }35 I p o (63.93 INV-6) NI 2.0% N N , 2.69 N JOIN 6" SD 1 (63.73 INV-6" l20% 2.2%N <r W h N n 34 68.4 b n 9 'v 67 6 .97 SD�G cn o 8 GL cd ! 31�,o I� FG 2 "' 31 bj de FG FG N y 31 fa w 0( o co:: 31 I d z y N i^ I >�o - 2 :.p ^ ..._.._T II II y � M h 1 L i HP- 1 8 0 TO `� �' `v o° I 67.37TG 34 �co . ( \ � 34 _ 4.1 65.45INV 2.00% 2.00% 65.1 IN 2.00%' u QO 1-4 ti l0 2 - 79 I - - 72 1 z r. y C7 1-4' R _ _ PLAN 4 % I� - PLAN 4 PLAN 4 - !. 35 1 68.1 FL ., .r 1269.08 ff r i TKI��i o tltl 1268.68 FF :0 674 FL oo r 1268.48 FF _ z:N In o r PLAN 6 1 v o o o :_._... ._fi._._.... rL coP In /\ 29 1268.3 PAD GFF �' > GFF 1267.9 PAD /\ o�1, 12677 PAD I GFF > 1268.88 FF 34 x a 68.14 34 GFF 1268.i PAD O N S / \ 68.85 68.36 7 \. _ L J �_a_...^I f I�e _.._. .. % 68.64 it 2% 2•Zxi, \lam 1.0% 68.3 HP 15% 678 i, �. 1.0% 7. HP 1.0% 67.5 FL 10 �. \7 i.OX 67.7 HP 1.5% 7.4 i u -..._.. _.-. -...-. _- -...- - - - - - - 68,1 HP 68.1 ._.-__ -_- - -_- F�� -..-._._..- - _- -._..-._ _ 6:- _� �� 69.0 2.2% 0 1.0% - - �682 FL g�5 61.0 68:0 678 FL 68.0 676 7 675 F 7 ----- o - I 69.37 TC FG - - -�� - - - - - - FG FG FG �G \ v �8-268.87 FS N - - - - - - - - - - - - - - - - - - - - - - - �_- ............................................................ -- - _ _ s _.._... ... - o REVISIONS: PREPARE NDER SUPERVISION OF: SCALE' QRo1e jj' WILSOw MIKAMi CITY OF LAKE ELSINORE E10FEEPJNG GEOLOGIST SOILS ENGINEER OWNER= SCOTT i."i soN DATE: CORPORATION SHEET 7 G3SOILWORKS, INC. G3SOILWORKS, INC. CIVIC PARTNERS DAILPRECISE GRADING PLAN N 350 FISCHER AVENUE 350 FISCHER AVENUE 7777 CENTER AVENUE RCE N0.49884 EXP.9 30 20 9 CORPORATE PARK, SUITE 100 T: 949-679-0090 E COSTA MESA, CA 92626 COSTA MESA, CA 92626 SUITE 230 No. 49884 THESE PLANS HAVE BEEN REVIEW FOR COMPLIANCE WITH THE IRVINE, CA 92606 F.949-679-OD91 THE COTTAGES AT MISSION TRAIL OF 18 N T: (714) 668-5600 T: (714) 668-5600 HUNTiNGTON BEACH, CA 92647 4c E.' Bs 3D 2020 >f APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE BENCHMARK: www.g3soilworks.com www.g3soilworks.com T: (714) 230-8000 " DESCRIPTION IW NPR. DAE LAWS. D A PERMIT CAN BE ISSUED. RIVERSIDE BENCHMt N0.BM E-3 70.EkY 1279.829.BWSS OSC W CONCRETE POST 72'NORTH OF'Y PARCEL 1 OF PARCEL MAP 37393 FILE NO. Jj Ova te INIERSECIION OF CORMM STREET ANO M15SM TfW-27'EAST OF THE CN1EfrUK LS MISSION TRNL. DESIGNED BY: WMC DRAWN tiY: WMC OF CA114 DATE: -/ c��NE OF rK; STREET.BEBaG N5252'4$W.BETWEEN EKMRNIENfS S ANO a.([A�7FE CENfffllNfE MOTOR COURTS CHECKED BY: S.WILSON PROJECT MANAGER:S.WILSON C 5 IN I INTERSECTIONS�CERFN.BEREFT ANO SrONEfaA+STREET oTBL SrffffT NRB coRYOON GRADNQ OON87RUCiION NOlEBmmcawmmm LEGEND AND ABBREVIATIONS 31 CONSTRUCT HARDSOAPE,COLOR AND FINISH PER LANDSCAPE PLANS �a_�t�_��-��CONSTRUCT Tiff 6 CURB AND GUTTER PER CITY OF LAKE ELSINORE STD.N0.200. TRACT BOUNDARY 32 CONSTRUCT 6'PCC RESIDENTIAL DRIVEWAY WITH DRIVE APPROACH PER CITY OF TAKE L� CONSTRUCT TYPE 6A CURB PER CITY OF LAKE ELSINORE STD.N0.202. ------- RIGHT OF WAY - ELSINORE SIT.NO. 117 O3 -CONSTRUCT TYPE C ROLLED CURB PER CITY OF LAKE ELSLNORf STD.N0.205. �J3-CONSTRUCT 6'PCC RESIDENTIAL DRIVEWAY,EXCLUDING ORNE APRON ( -CONSTRUCT CURB TRANSITION PER CITY OF LAKE ELSINORE STD.NO.206,LENGTH PER PLAN LOT LINE DETAI�ATRIUM GRATE'C'ON SHEEP 2 INLET(IDS/1290)PER DETAIL'B"&INLET SEDIMENT TRAP �-CONSTRUCT 3.S AC.OVER 4°A.B.PER GEOTECHNLCAL ENGINEER'S RECOMMENDATIONS PER-- PROPOSED CONTOUR INSTALL 4"PVC SDR 35 W11H PIPE BEDDING PER DETAIL"A"ON SHEET 2 16 CONSTRUCT 0"SHED CURB PER DETAIL"G"ON SHEET 2 70 UNIT NUMBER 36 o-INSTALL 6"PLC SDR 35 WITH PIPE BEDDING PER DETAIL"A"ON SHEET 2 -"-"-"-•-"--- DAYLIGHT UNE 3_7-INSTALL 6"PERFORATED PVC SDR 35 WITH PIPE BEDDING PER DETAIL"A"ON SHEET 2 2x FLOW RATE 8 INSTALL 8"PLC SDR 35 WITH PIPE BEDDING PER DETAIL"A"ON SHEET 2 STREET CENTERUNE - 39 INSTALL 10"PLC SDR 35 WRH PIPE BEDDING PER DETAIL A'ON SHEET 2 ------...y- FLOWUNE -_------.....................................1.............................. ------- PVC STORM DRAIN LINE f ATRIUM GRATE INLET STREET "Cn E SIT. NO. 4 _ _ - _ _- �«, 18 CONSTRUCTION NOTE - STA. 13+33ET - (� -.. STA. 14+62.30 STREET G' j I - - sra...1.afoatw_MDTD r. } 3 tDtDO.DQ MQLDR _. ..... STORM DRAIN PER p h d• o "� i STREET IMPROVEMENT PLANS 67.04 FL { ! s 6 I9701 Ft �- ...-.. p ......( ........... ......� - ... STREET LIGHT } OC ......... 9..1.._�G =10.60' \ 35 } "'} o o IM 35..I M M ( o� M 35 ®/ _ IM MI o 6824 T 3.03 INV-4" 97 o 5=0.05 40.35' N � ' .8\\ 8 0 TG ^ + 62.95 INV-6") ' 67. T FIRE HYDRANT o 0 c6 °� �� ou o o A 0 35 S=0.030 7. FS 67.54 g� G.B. 67 74 FS d 67. 68.10 FS 34 ti3.90 INV H My ^o JOIN 6" SD 68.6 .7 a �' S G 8 t 68__-__--- - 65.55 fN 34 W... ........... WATER UNE V�_ 34 ---- - -----"--- _ � ^ _ u n ------ -- --- - f ....._.... - --- uv> 63.44 ♦♦ L= .12' 35 WATER LATERAL '- .8 TG Ix /AVM J N 35 N a- AND METER BOX �71'35 _ -'�' ♦ 34 I Li • :6'jG 61 g 4 I I�T L=39.35'35 ..� _I ♦ S= .05 i G.' •7 FL. I 6" SO "��6.6' L 32.63 35 64.45 i- 35 =39. S5- on ♦ 63.1 6.6 iN 32 6" D �16 G 1AV 6" SD 32 �}6.6' gp D - - a� 32 17 I 32 M+ S 0.050 INV / =O.L WATER VALVE 9 o m q� 1 ...... s FL___- -.-.8 I �I 68.4 FG o` 8.7'�{69.3 FG .r mil 683 FG Fit r S SEWER LINE 2 FG K M 67.4 FG "' f674 I fig. / �oj } 3 9211tJV I } co co ♦ .. 6/ AN 68.42 TC I .3i^ oo�-�1�c,,b Iri .fig, 4 63• i�V ' fi 3 co I 1 SEWER MANHOLE ♦ 3 0' GL GL H /AQ 67.92 FS HP ' GL GL �'o,l o 0 o GL GL 63 i HP. ^ GL GL 67 I rj 67.85 77 8. 68.57 FS ^� 0 F 69. 9. w l -6.66 I 6 7 F FL y� rc TOP OF CURB \ c3 =1 35 35 =19. 0' ! i-5" R o o -7" R `\ £? 35 19' 1-4" R FL FLOwuNE ELEV. 7.7' 8.3' 1-4" R ,� + ♦ o 8 2 - �' =0.Q50 S=0.050 ( n S$0.05 g� _. TG TOP OF GRATE .-...... -.. ,I - 72'-� { .2 TG n o : 6 .3 T 34 34 .2 TG o j o p. 34 ce GRADE BREAK 67.1 I 6 .88 IN 6P.88 INV = 3 �� F' 6 .87 i V FG FINISH GRADE HP I I HP I v z HP LP LOW POINT 1 FS I 68.01 FS 4.9 Z ^ 4.9' 68.91 FS I 69.91 FS 4 9' o of ^ {4.9' 68.91 I 68. 2.00% 2.009 3.0' 1 r2' 3.0' 3 0' j II II ` 3.0' HP HIGHT POINT -. 1I 2" R f'� - 2• R 0% �I 2.00% 2" R _ 2" R ? 2" INV. INVERT OF PIPE IO 1 ___. __ �I ...... ...... �� I I o _ --- ....._i jl - .- o 35 00 o i I _ I) %I i 2.0 k 2 00% s I^ 92 91 ^ �1 ^ . 84 I.. �, FS FINISH SURFACE I _ I V 1 !i FF FINISHED FLOOR N 2 I PLAN 2 i-4" R Ee Ee 1-5" R PLAN 2 T o o PLAN 2 ��1-zs" R 4 ( ti� �. 1- R PLAN 2 N PL i8 FF 1268.18 FF `* h n a p 1269.08 FF v u II 1270.08 FF .* 63.10 1 I u.r 1269.08 FF ? I 126 PE PAD ELEVATION N >K I •r 6 II 0'E I - ..:: o K ap a N GFF GARAGE FINISHED FLOOR PAD +I 1267.4 PAD :: GFF GFF o o x GFF o GFF 1268.3 PAD :°� N+I o o"? 1269.3 PAD GFF GFF m 2 ' I GFF GFF 1268.3 PAD 126. GL GARAGE UP 67.94 0 67.94 `} ( 68.70 68.70 69.54 69 54 �� _� a >� 68.2 00% g 67.0 0 o I of 2=►1! x OF DEEPEND FOOTING 67. �I GB 67.5 DF=0.4' 67.5 FG 200% o 68.4 FG DF=0.1' 68.4 I FLIGB 69.4 I1 fi�4�Fr� 68.4�FG F= 4' .4 I 68.1 R RISER STEP FG II FG p i' • '1- f. '\ FG III FG a ; __ FG I FG S= SLOPE 1 N 98 v 67.9 6.3 .2-TG- .; 68.5 ,! .73 o o 90 E N 69.2 --,34 34 M. TG - 1 ' •$ a 85 0 1 FG 6.79)N 65.79 INV FG d +1, 6ZD9 N I 67.09 i V I 8.8 - p 67.9 PLAN 3 DF=0.0' I I DF=0.0' PLAN 3 6 N PLAN 3 I I _ F=O o' PLAN 3 FG........._. 1268.68 FF 68.24 TC 68,33 TC 1269.28 FF o FG...-..... N o -- 1270.18 FF 69.7 TC 69.15 TC -- 1269.58 FF FG ..... 68.51 67.74 FL 68.33 F5 -69.11 FS 0 70.01 FS " 69.2 FS 68.65 FL 9.41 FS o l II 1267.9 PAD 1.7% 1.8% - 1266.5 PAD u u 1269.4 PAD i.6% 1,7% _ 1268.8 PAD II a �n 1-2° R 68.2 T 68. 7 TC 1-2" R 69.11 F5 y _�I m ^ o 35 ^ 67.78 FL 68.3�7 F5 - 31 2.00% ~ 35 2.00% i I 6915 00 35 5 8.69 FL i 69. FS 35p1 1 ~hl 68:51 FS - 31 I 1 70.01 FS 31 _ I 31 2 00% 2,00% 2.00% -ZS 2" R - 15.00'35 35 -1 - 2" R o - 2" R 3 2" 2 R ,5- �i o =0.Q30 5=0.030 "� h S=O. 30 50.03 ..... °d c' 6.8 TG 4 TG 68.6 34 v 69.5 , S- 67.3 ^ 68.0 - co 34 34 - 34 34 DF-0.6'. ao a DF-0.6' 66.64!/N 6.64 1 I DF=0.6 34� DF=0.6' 6 34 1 65.34 INV o= F - 1 4y 3 F F 7.1' -17150' =17.50' 7.1' I'' � -- ___ v � � � ! 1 y � 4. 0 .6' - - 50 35 35 71' 1T 17. 7 + rn 40 _ = 40 5-0.140 N S-0 40 S'0 14 = t oo m. DF-0.0? 68.6 69.2 ,f1F=0.0' of c� o c� DF=O.Ot 70.1 1 L} I 9.5 ca ca3 o ^�_.. DF-O. _ 69.9 69 7 TC F =0 0 A =o u Z 68.4 l^Te .-Tf- F -0.0 {_' 2.00% 2.00% 9.21 FS fiZ9 FL s 68.55 FS I % 69.81 2.00% 2.00% 0.71 FS \ 69.4 FS o0 68.87 FL 759.7 F ..i 70.T i Op%I 2_;40% 6 68.88 FS " 13.1% 0 3.09J 9.4 FS �- 70. 13.0% 3.071 ^ R 68.5 TC I- 69.09 TC 2" R - 2" R 7 T 69. i T 2" R 2 r:a_ 1-6" R o^ - 1-6" R _ _._ i-6" R 69.5 FS 68 i FL i-6" R a L I`O 97 68.6 - 68.Ob FL =68.09 FS 69.2 94 I 89 70.1 s9. 86 W p PLAN 5 FG 31 - s i8.ii TC- 31 FG PLAN 5 PLAN 5 Fc 31 70.1 s9. Te 31 I FG PLAN 5 I W 2 1$� ^ m 1 68.0 FC'" 6 0 cs' 69.6 FS L 1270.28 FF 1269.38 FF o T -- G 2 ) y I,�0 1269.98 FF ^`` 1270.88 FF No c7i ; ..i 6 .TG - G .2 ¢o o `o I 1268.E AD `�`� l 34 34 o 12Fg9 PAD 1270.y AD ^ ,% 34 34 i2L9 S PAD 62.8 INV 62.89 INV .� 64.19 INV) 4,19 INV :r �I 68.11 FL b�7&_FS FS FL _ _ 69 68 8.O3 75091 0" CF 2. 0% CF+ 1-6" R ce 1-5 R _. 1-6" R 4� 750% o+ c� 7.507 i 16 0" CF 2 0 CF t 6 7.50% c�oho NI rn m i 6 66.20 Ek. 16 c� j c�coo NI ""� m 7�32 m fi 77 F ,FLU GB... c� c� f m� N`'-W 6%32 32 2.1 o 32 2.4 N c� no I odc��c� �" Q=' F ;f0"'CF �O1 $ v oic� j oc5^" o D C m� zg 40 2 67.3 cc L-- 6.00% �- �i / u�i 6.00%r o oo Tom. 68.E ^ ^., 6.009 ,,�,.,�c� g� ,6.00% _ , FL GB 68.E FG ° 6 2 FG FL GB - 70 1 FG / o,. 6.5 F 3 HP ael 68.3 HP 3 0' GF " " � 3 0' 68.7 HP a:e 69.E HP 3.0' G� ° cJ� 3.0 69.2 HP{ -- 68.3 LOS_ 1.0%........ 2.07 .. 2.0% ........ 1.0%...... 1,0% y --- ---- L0�_ 1.0%._ 2.0% o.. 2.0%...... _ 1.4$ l ^I 64.79 2 TG - - 68.E TG 66.09 9.5 TG 69.1 TG 64. 7 I I ^ 34 R a: - -- ,.. > 34 I 34 R ae s4 INV <0 D4.01 INV-4 o o o (63.93 INV) j INV 65.31 INV-4 a o n 32 c� c v 32 o f p k? (65.23 INV)34 1 o 0 1.5% . 32 v c� 32 2.4% I o 2.0% •O fi f 0 2.0% 1 0 ad 63.93 INV-6" �� ` O^� `' '-�` �`tO N� JOIN 6" SD (65.23 INV-6") N� N N ' j `'`` `r N� JOIN 6 SD 35 °Q o 35 N o ( a v m rn .. - -,r j 135 N lol o rn eo 4 - I'v o II v1 68.4 ^40 - .. .. 4 m 0 31 of q ad 8.98 GL 31 / 68.8 �' I o� m 69.7 0 �... 31 97 GL 31 m a I N �o<o `-- Ii FG �n+ I^;0 35 FG FG - rn� �. 2 _- o�Ito N I �- 67.0 TG 34 1v �, \ 6 T 34 ^Zvu r 34 T 65.37 IN 12.007, 1-5" o _ 2.00% 66.67 IN 2.00% . ' - 2.00% 65.45 INV 96 " 95 88 I 87 rs i 67.1 FL. PLAN 4 `' \,� PLAN 4 PLAN 4 ' h N PLAN 4 -- - � 1269.08 FF * 'aEloro ;-. 1269.48 FF 00 ^ 1270.38 FF ^ ' RIB 1269.98 FF 1268.3 PAD GFF �. GFF T 1268.7 PAD /\ � 1269.6 PAD GFF �I�'f GFF - 1269.2 PAD l / \ 68.74... 34 69.15 68. FL P70 14 34 FL 10 i ?�= 2.6% 67.8 F GB 2.0% 68.3 HP 1.0% ./ \ 68.2 GB 1.5% 68.7 HP .. ..-..-..-1.0% A_ - \Ap % 69.6 HP - _... -.._ _ F - - - - - - 69.0 - w o o m w 68.0 FG�-7. F 68.4 FG _ - 68.8 FIG � 6 - ea n/-0% -F69 7 T.. - -69_2 1.0 9_1�_ t - - - - �` 9.2 a Na _ _�_- ....-. - ..... . .......... ......... ......... --....... .- -- FG FG i� FD.-. . u ( IN FEET) .. ..... .... ... _.._._____ �___ ... .. -..-.._._ E 1 inch= 10 ft .. _..... .--_.-._ ...--- ____._v ... ..__. I t • 1. L._ ... ...............................................................__..._.__ I i../ l.-.J _. ................ ......... p ............................. o REVISIONS: PREPARED UNDER SUPERVISION OF: SCALE: sea�fssl WiLSON MIKAMI CITY OF LAKE ELSINORE ENGNEERING GEOLOGIST' SOILS ENGNEEPk OWNER- TV P®RATI®N 89 G3SOILWORKS, INC. G3SOILWORKS, INC. CIVIC PARTNERS ~ SCOT 350 FISCHER AVENUE WILSON N DATE:EXP.s-3o-zo 9 CORPORATE PARK, SUITE 100 T: 949-679-0090 PRECISE GRADING PLAN $HEFT H 350 FISCHER AVENUE 7777 CENTER AVENUEOF 18 COSTA MESA, CA 92626 COSTA MESA, CA 92626 SUITE 230 No. 49884 THESE PLANS HAVE BEEN REWEW FOR COMPLIANCE WITH THE IRVINE,CA 92606 F:949-679-0091 THE COTTAGES AT MISSION TRAIL 9 T. 714 668-5600 T: 714 668-5600 HUNTINGTON BEACH, CA 92647 k E„p 09 30 2020 4 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE BENCHMIHK: ( ( MARK OESCMI'lION BY APPR. DALE LAWS,AND A PERMIT BE ISS El RIVERSIDE BENCHARK NO.BM E-3-7D.EIFY 1279.829.BRASS Disc IN COPICRETE POSE 72'NORTH OF"Y PARCEL 1 OF PARCEL MAP 37393 FILE N®. www.g3soilworks.com www.g3soilworks.com T: (714) 230-8000 q cwrc �- BASIS OF ON OF CDi2YDON STREETdd0 MISSION iRA& 27'EAST1ff CENTERLINE OF AXSSKN7 TRAIL. ii� 3 DESIGNED BY: WMC DRAWN BY: WMC CN��4b DATE: �- I C NITERINE OF CEREAL MEET. N5252'46W.SEMEN MONUTAENIS 3 AND 4,REING iF�CENIERL#RE MOTOR COURTS CHECKED BY: S.WILSON PROJECT MANAGER:S.WILSON R 0 315E 1 INTERSECTIONS OF CEREAL STREET AND STONEMAN STREET AND CEREAL STREET AND 2DRvoa1 STREET. LEGEND AND ABBREVIATIONS 39 CONSTRUCT HAROSCAPE,COLOR AND FINISH PER LANDSCAPE PLANS TRACT BOUNDARY J2 CONSTRUCT r PCC RESIDENTIAL DRIVEWAY WRH DRIVE APPROACH PER CITY OF LAKE ------- RIGHT OF WAY - �__ELSINORE STD.NO. 117 J3 CONSTRUCT C PCC RESIDENTIAL DRIVEWAY,EXCLUDING DRIVE APRON LOT LINE /j / i \ �.r oLB. INSTALL 12"ATRIUM GRATE INLET(NOS 11290)PER DETAIL"B"$INLET SEDIMENT TRAP ; PROPOSED CONTOUR / J ,¢ ' -� �' PER DETAIL"C"ON SHEET 2 ]Q UNIT NUMBER INSTALL 4"PVC SDR 35 WOTI PIPE BEDDING PER DETIL"A"ON SHEET 2 \ � � L8.33 " 67 36 INSTALL 6"PVC SDR 35 WITH PIPE BEDDING PER DETAIL'A"ON SHEET 2 -"-•-"- DAYLIGHT UNE j p+. �A. \ 37 INSTALL C PERFORATED PVC SDR 35 WITH PIPE BEDDING PER DETAIL'A'ON SHEET 2 FLOW RATE / I I II' 067.01 T 4 0 ®-INSTALL B'PVC SDR J5 WITH PIPE BEDDING PER DETAIL"A"ON SHEET 2 STREET CENTERLINE / I',' o 0-INSTALL10'PVC SDR 35 WITH PIPE BEDDING PER DETAIL'A"ON SHEET 2 {' 67.04 C C 66.51 FS - -- - FLowuNE / 60 66.54 - 67.46 TO GB 6769 TO v„- 7.86 TC ------- - rnm rna n u PVC STORM DRAIN UNE S � , •P I u rn� rn v 66 96 FS GB 6719 FS o�+ 6736 FS -f- ATRIUM GRAPE INLET 's / 1 �T O�� CONSTRUCT TYPE 6 CURB AND GUTTER PER CITY OF LAKE ELSINORE STD.NO 200. 18 CONSTRUCTION NOTE �' c']i vI n 1 U o--CONSTRUCT TYPE 6A CURB PER CITY OF LAKE ELSINORE STD.N0.202. - - _ _ --- --- -- �3 -CONSTRUCT TYPE C ROLLED CURB PER CITY OF LAKE ELSINORE STD.N0.205. STORM DRAIN PER _-- .-.. -._ - - ' \_ -. ..__. _ _ 1 STREET- - M. 4 �-.--CONSTRUCT CURB TRANSITION PER CITY OF LAKE ELSINORE STD.N0.206,LENGTH PER PLAN STREET IMPROVEMENT PLANS "-"` 4 S A. 15 97.73 STREET"C"c EA f - -- -- 5 -CONSTRUCT J.5 A.C.OVER 4"A.B.PER GEOTECHNK41 ENGINEERS RECOMMENDATIONS CONSTRUCT IY SHED CURB PER DETAIL'G"ON SHEET 2 STREET ucHr 6.61 T 66.28 TC81 o FIRE HYDRANT 1 66.11 FS 65.78 FS j " t I / FG -.-._ _... w- WATER UNE I I 66.7 TG o o }M MI 35 WATER LATERAL j j 34 io 66.95 TC 4f lao 00 0 AND METER BOX I 1 63.5p (62.59 INV) �qa `� G B 66.45 FS "' �d 66.61 F 66.81 FS 4 6.8 TG g o =- -.- WATER VALVE INV 1.0% JOIN 4" SO 1 0% 3 63.03 INV 34 0 S SEWER UNE �. ..._-- ...----=ZTI. -. ......y'N-- --2=$.JTO'� -- T 3\66•C SEWER MANHOLE I I _=L=18 14 35 4.6' HP B 4"SO 5=0.05 35 I L-36.7g1p'35 - // I / S=0.050 L 79/ I , 6.6' S-0.067.2 FG o 74 F.14 TC TOP OF CURB 7• F 1 s)' T <r 32 "� 6755 FL FLOWLINE ELEV. � I I � �� " or 3.97 6 6' 1-6" R v GL GL / TG TOP OF GRATE 1 ' ' _ Ir •0 I I 6745 67. F - 6723T' 67.23 67.30 FS 3 67E GB GRADE BREAK 7.1 67.0 = \ / 12.50' FG FINISH GRADE II .. i-6" R --- 35 ,� i-7" R . �.._8_3 1-4 FG HP .. m col 66 1 FL S 0.050 0 0 . LP LOW POINT �( .0 TG o HP HIGHT POINT j III _-:��' `� ( 66.6 TC 346.30 INV ,o -iI- ---_� 1I 67 INV. INVERT OF PIPE I ! 1 66.1 FL >� m HP FS FINISH SURFACE ! 1 1 jl,2 ppy; 67.83 FS ; 0 200% o I. 35 6771 FS 2 00% I 2.00% 68.01 F FF FINISHED FLOOR ! 1 I' 2" R ;E { io o� 4.9' PE PAD ELEVATION I . 1 O7 -- 5 3.0' - 100 - 99 GET GARAGE FINISHED FLOOR I II PLAN 2X 1-6" R.r GL GARAGE LIP I I I o 66.21 FL PLAN 2 li PLAN OF DEEPEND FOOTING I 1267.78 FF c� cu 1267.88 FF I .r '268.1' m 66.8 TC :a r:c� o ^o.. R RISER STEP ( I i �= 1267.0 PAD 66.3DD FL `z= o GFF GFF 12671 PAD +I o,y 12674 1 S= SLOPE I ! �I, T 6740 67.40 I _ II o 0 67.2 6Z FG 2' 67.2 67. ^II 670GB 7 .. p 00 �' II FG FG T. FG II FG o Ij a' 106 6 .8 34 34 TG 101 +I, t 0 35 PLAN 3 i fi .89 PLAN 3 M o 67.9 o Z } r -- 66.9 TO 67. 5 TC -- o FG 1267.78 FF 126798 FF 1267.0 PAD 67 45 B 0q, 66.4 FL 67. 5 FS 1 7% 7 81 FS 12672 PAD n 1-4' R 66.9 TO 67.59 - 1 2' R oI m 66.4 FL 67. 9 FS �n 35 W I I I ^ 2.00% 66.83 FS 31 I (....1 - 00' 15.00' ' 31 67.81 FS 2.009; l0 2.00% L 16 v -� 2" R - I�-' - 35 35 2" R 34 671 ^o �- 6.8 34 34 - ^cc 67. 34 68. Z j F DF=0.2' I 6.44 64.44 INV I DF=0.6' F = F DF= j 7.1' 17 0' 77'50' 7.1' 6 , i j ro 35 35 rn o ! DF=O.0 673 I [_}...._.. LOLL.40 5=0.140 1679 =DLO' ^c� c� OF- W I �o DF=O. FFG 57.1 ..TC TG ...: F F=0.0' <o bo W 2.tNJ% 7.91 FS 66.6 FL o 67. 6 FS / 68.51 200% 2.00% 9.21 67.58 13.1% '-^ 3.0%I 8.18 FS au j = 2" R 67.21 TC o 67 0 TC 2" R I 2' R 1 I I I i 105 1-6' R 66.7 FL 0 6730 FS %1-6" R 1 O� jox j I j 673 31 672 67 9._TC.....---.... ...... 31 679 PLAN 5 FGµ *YINV FL-- - fS o o G PLAN 5 j ! i 17. 0 1268.08 FF r;o .z G 7 TG mc� 1268 68 FF1267.E ,AD `D ` 34 34 1.99 INV - �°v O`` 12f79 PAD 6 .,;.,., 66.82 FL FS , I HP 1-6" R 1-6" R >>e� ^7.50% 1B 0" CF 2. CF�CF 7.50% of ^ .4%32 "m 66.91 0 7c�� m 32 �C� ae o ^ 673 L� I I i I 674 FG --1 p o o" 1 67.9 FG F-GB - 671 HP 3.0' GF A. ^c' 4 c' �� 3.0' 1.0% HP M HP i I cn 63. 4 6.9 TG 673 TG 64.79 8.2 I ' II INV 34 63.11 INV-4 r�r,-J -2..�q. ae 34 I INV ?o^ 34 32 O o} o (63.03 INV) �v 4.2.2% G35 (63.03 INV-6) w `+ - n N N JOIN 6" SO 135 °p o (63., I "o 0 I1'v N o 671 67.28 GL ^N rn ov 151.11 GL 67.5 la o II v> 6 i I ° ,Its ° v> FG z� 31 ^� �� 31 FG I^o 35 A 11 11 35 �ck: �, 2 m I n vl )ZO 66.5 TG 34 670 TG 34 IFG 64.43 I f.\, i- " o - 2.00% 65.37 IN 103 LAN 4 j� PLAN 4 67 FL - 126778 FF 1268.18 FF n GRAPHIC SCALE \ 12670 PAD GFF �} ^ GFF 1267.4 PAD ^o l ,o o s ro I I i ,: 67.45 ^34 6794 i . 66.8 FL 1.0% 67.0 HP 1.0% 66.8 FL i \. 66.9 FL GB 1.5% 674 HP 1.0% 672 Fi �� z� 2.6% r - �...y- -... � -..-.- -,_ _- _ - _ LIN FE > 68.0FG 75 I loch- 19 Et 7 G 671 FG I�G` FG 671 67.5 FG - - F� FG - - - FG - - l�� REVISIONS: PREPARED UNDER SUPERVISION OF: SCALE: } pROEESS/p � 4 wI L S O N A4►KA M I CITY OF LAKE ELSINORE ENGINEERING GEOLOGIST, SOILS ENGPEER OWNER �a 5L;UJI M-� ` DATE: W CORPORATION PRECISE GRADING PLAN SHEET 9 9 G3SOILWORKS, INC. G3SOILWORKS, INC. CIVIC PARTNERS N 350 FISCHER AVENUE 350 FISCHER AVENUE 7777 CENTER AVENUE RCE No.498e4 IXP.9-30-20 9 CORPORATE PARK,SUITE 100 T.949-679-0090 COSTA MESA, CA 92626 COSTA MESA, CA 92626 SUITE 230 No. 49884 THESE PLANS HAVE BEEN REVIEW FOR COMPLIANCE WITH THE IRVINE,CA 92606 R 949-679-0091 THE COTTAGES AT MISSION TRAIL OF 18 T: 714 668-5600 T. 714 668-5600 HUNTINGTON BEACH, CA 92647 * E+w 09 J0 2020 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE DEERSIDE N: ( ) ( ) MARK o�TKK, aTE taws D A PERMIT CAN BE ISs ED. INTERSECTION BENCHAN NO. STREET AN. MIS ON TR4L RRASS TO RI CONCRETE POST 72'NORTH AI"P PARCEL 1 OF PARCEL MAP 37393 FILE NO. www.g3soilworks.com www.g3soilworks.com T: (714) 230-8000 1 eivw �Q /,A _1� N ERSECNON OF CORYOCN AND MISSION TRAIL T7'EAST THE CEN ERDNE OF MISSION RAIL DESIGNED BY: WMC DRAWN BY: WMC ' �At\$` 1v 'ti /( � DATE: - Z�^I N uNE of CFREN.STREET,BEINC NSZ52'46W.�iIYF.Q!MRiUMENTS 3 7dm 4,EKING THE CENfERDNE MOTOR COURTS `q f�7� CHECKED BY: S.WILSON PROJECT MANAGER: S.WILSON E 63156 ACTING CITY ENGINEER INTERSECRONS OF CEREAL STREET AND STONEMAN STREET AND CEREAL STREET AND CORYDON STREET. GRADING CONSTRUCTION NOTES SWEET CONSTRUCTION NOTES LEGEND AND AE�VIAT10i+{S 31 CONSTRUCT HARDSCAPE,COLOR AND FINISH PER LANDSCAPE PLANS to-CONSTRUCT TYPE 6 CURB AND GUTTER PER CITY OF LAKE ELSINORE STD.NO.200. @-CONSTRUCT 6•PCC RESIDENTIAL DRIVEWAY WITH DRIVE APPROACH PER CRY OF LAKE O2 --CONSTRUCT TYPE 64 CURB PER CITY OF LAKE ELSINORE SID.NO.202. TRACT BOUNDARY ELSINORE SID.NO. 117 O3 -CONSTRUCT TYPE C ROLLED CURB PER CITY OF LAKE ELSINORE STD.NO.205. RIGHT OF WAY ' o-CONSTRUCT 5 PCC RESIDENTIAL DRIVEWAY,EXCLUDING DRIVE APRON o- LOT LINE -CONSTRUCT CURB TRANSITION PER CITY OF LAKE ELSINORE STD.N0.206;LENGTH PER PLAN a-INSTALL fY PER DETAIL'C"ON SHEET 2 ATRIUM GRAZE INLET(NOS/1290)PER DETAIL'B"&INLET SEDIMENT TRAP 0-CONSTRUCT3.5'A.C.OVER 4"AB.PER GEOTECHNICAL ENGINEER'S RECOMMENDATIONS -----(?25i;}-------- PROPOSED CONTOUR 1 J5INSTALL 4"PVC SOR 35 WITH PIPE BEDDING PER DETAIL"A"ON SHEET 2 16 CONSTRUCT Cr SHED CURB PER DETAIL"G"ON SHEET 2 70 UNIT NUMBER 36 INSTALL 6"PVC SOR 35 WITH PIPE BEDDING PER DETAIL"A"ON SHEET 2 GRAPHIC SCALE -^-"--"---"- DAYLIGHT LINE 37 INSTALL a PERFORATED PVC SOR 35 WITH PIPE BEDDING PER DETAIL'A"ON SHEET 2 o a a o zo u FLOW RATE 36 INSTALL 8'PVC SOR 35 WITH PIPE BEDDING PER DETAIL"A"ON SHEET 2 - 39 INSTALL 10"PVC SOR 35 WITH PIPE BEDDING PER DETAIL"A"ON SHEET 2 STREET CENIERUNE IN FEET) ....-...- FLOWUNE 1 inch= 30 It / �`� - --- --- ATRIUM GRATE PVC STORM DRAIN LINE r � t.J � .... .. .. ..__.. _._ 1 Z �� --- -� � CONSTRUCTION INLET ............... --. .. .. ... .. .-.. _ .._ %67J 670 671 67. -67.1- - - - - -6 -�- - -�3_ � _ _ _ tag FIG H _F�___.-...-. 1.0�. FG FG. 1.5 .-..-..-_._..H F�..-...__. 1.0% FG 68.0 FG _ 40% ..- 2.0%.- 1.0% 6ff# F6 - - - 1 - "'`.B 8 FG _ .0 l- A' 18 FG �. - 66.8 F i 66.8 GB �.. 673 FL 678 OB 8 P 67.8 ♦ i 68.2 FL GB - - �iy,7 lip - - 68.6 f -4 :- -- sroRM DRAIN PER -- -- - -... \ STREET IMPROVEMENT PLANS / 67.28 Y 34 6787 \�.. - 88.70 34 69.74 1 A 1 � / 0 4 GFF o o � GFF 5 c5 \y/ 66.9 Go o- `L GFF Ee h o� � GFF 68.4 \/` STREET LIGHT PLAN 4 - �I� � PLAN 4 ._ ... r 4 PLAN 4 �°^I`�- °� PLAN 4G� < 66.5 TG 1267.78 FF ' o z ro �� 1269.08 FF z I 1269.48 FF FIRE HYDRANT Lo o ,I 126798 FF o 66.8 TG o aj = of r 34 54.43 IN 34 2.0% 67.0 PAD 1-5" ` - 12672 PAD 68.3 PAD 1- .5" o -5" 65.77 IT - -- WATER LINE 2.0% 65.77 INV 34 2.0% I2g` 1268.7 PAD 2200% 2.Q% j .. �}.=r=�=, _ WATER LATERAL AND�`I;- �j j, --- - •ff !� WATER METER BOX II i r-- VALVE co , ^ ---- 2 1 n w .- ._ =1 .50' -cr »' 't. 2 "� .N ............... I o, a a..-....._ ;. .r< I - I =1 . 35 0= °' of {� _ 0'35 --{? SEWER MANHOLE II 5=1 '50 35 671 �� 31 �I2 � '�':`c`b 31 �o`N 67.3 I SS 68.4 .,oN `� 31 ��" i 31 8.$ S 6.7 I{ Ij i 67.28 GL 6770 GL - 6853 GL o �, 68.97 GL FG FG rc TOP OF CURB c� I 7.0 GG ............." .. _-_ FG ®tl I FG '...:.-.:.-•_�--' o �o _.-..... . ----- .,1 9.6 TG FL FLOWLINE ELEV. T� 3463.11 INV-4 0I 1.7% �II N 32 v ^ K M 32 �I 1.4% 0II 671 TG 34 8.3 TG o 1.9% �o rn^I °o ao 9.7% 0 68.7 TG34 1 344 Ni Ni 0 0 0 0 q� NI 63.03 INV 34 �� I 64.41 INV-4 N� N� �� 32 �1 0 0 0 �ro 32 �l N� 64.33 1NV j 65.4� 1 tW-4 rc TOP of LwarE II 63.84 v - 3.0' ( I 65:19 64 .+ �* 3A' t 6.1 (65.33 INV-6", GB GRADE BREAK INV -_j(63A3 INV-6") 1 N 0%JOIN.6" SD INV__ _33 INV-6") 1 1. k 0%J21N 6" SD I ,�NV __ FG FINISH GRADE 67 67T H 2 6% 16�i 16 1:0% 57 HP 67. HP I 3.0' 4 HP 1 g 16 � .1 HP 6 3.0' 3.0' � � FL/GB '•, i 1 FL GB LP Low POINT �, - ..... ............ .. .. P .� d.U U GE ,.� ,....r.,m., r`,. __...._ _.. HP HIGHT POINT v N 671 FG Q - o G 677 FG N 6 .5 FG n s ro0 f ____ ,N h�o 6.55% b , b g 6.00% °p q 6.55% b \ 0 8 6.559" ° o" INV. INVERT OF PIPE `j or< voi .0% °�-°m �.. 2.0 c�a ^o n °p m h .57 h m :1$• G �. 1 F j °i I u D �rn I� Fs FINISH SURFACE I v � z_ 32 �e5 GB \6.54 �� 32 N oLi y oE�e3� �z 32 ��, ° 32 N o^� o '}D 8.18% {' I FF FINISHED FLOOR 35 1-4" R _ 16 66.80 FL 7451F5 16 35 + 16 68.09 FLU 2 FS 16 i- " 35 �= 1 L5 PE PAD ELEVATION 8.18% 7.64% •t . 8.18% 1-4" R 1-5" R - :.... 0 ... �� ......... 0" CF ,,'-'-..",;'�''. GFF GARAGE FINISHED FLOOR _a� C34 34 F 2 0 "} �. 1 68,., T " .9 TG 2 y 44 4 `vl GL GARAGE LIP 0 66 T 5 TG z rn FG FG 34 34 _ z fG - - 1 2.00 INV i . _ 3.29 INV PL OF DEEPEND FOOTING PLAN 5 ( �( PLAN 5 i PLAN 5 ss. - -ss.14 rc . PLAN 5 ;I'N 126778 FF i -- 67. -TC 7 rC ' 31 31 -Cp�fl�� 3t s= SLOPE �� 126ZO PAD FL-_ -87 7 - " 126778PAD ^o '__ 1268.58PAAD6878 6.4 TC J PAL TS l �1269.1 PAD m 127 m 67.1 578 0 0 68.6 1269.88 FF I FGFG I FG FG 127 IF- 67.1 T 67. TC 68.06 FS I 9 Lu 7 ( 2.00% "'-,6761 FS 6745 ,2.4% 66.6 FL 67. 8 FS 2.4 _5» R _ 68.36 FS 2.00% _ ;2.00% 69.11 FS 1-6" R ,2 7% ! 67.9 FL 68. 6 FS 2.7 ry _6 R 69.76 FS 2 QQ%: I `i'%2.00% 70.71 FS Tp R 1-4" R 670 T 67. T 67 7, -- F=0.0' R n R DF=O TC y/ R cat I ;- i _..61i.6 FL 67. 4 FS I DF 0.0" r:c� � c� F=0.0'i - I 1-I 67,9 R I 68. 2-FS I r - � � Lu - F se o to FG =17 0' 1750' FG D/1 i = �o $�.. - FG =17:50' 1750' FG D6 co I R 5 35 35 7.1' 15 7.1' _ 35 35 7.V F 0 FS o.140 -0.�4o s o.140 DF=1 67.1 61 DF=0.5' f=Q 6' 6. 69. DF=0.6' 134 670 6 .8 34 34 •8 TG I - _ o I 6.8 34 34 •3 TG 12 I^0 2.00% 6 .45 N 6.45 INV :c, ..._.. FG -.r 6.74 6 .74 INV FG 4 FG ...._ - FG = 1 .00' 00' 15.00' `` 3 W 6761 FS ao 3 67.66 FS 2.00% 2.00% 8.51 F 35 35 6 : F 2.007' o z 2.00% 1 F a - - S 0.03 - o =O. 3 S 0.030 - ro.l- 2° R 31 • ,; C_ I 31 - 2» R r: 2" R , 31 . 31 I - 2" R "il 56.9 TC 67. TC -- 68. TC 68. 5 TC 35 N 1 674 FS� ,2.09 2. % 66.4 FL 67. 8 FS 1 0, 6 .70 FS 68.35 FS 677 FL 68. 5 FS 6 15 1 E 2 i-4" R ? 66.9 TC 67. Tc " R 7 ae I n 1-4" R - 68.2 TC TC -2" R v7 d o PLAN 3 ss.4 FL s7 3 Fs PLAN 3 si.o ��I D z s7a PLAN 3 DF=0.0' s77 FL 68. 0 Fs PLAN 3 4 ,�ci ¢9 4/#: PLAP ,135 I , I 126778 FF FG I^No FG 1268.68 FF I 1 1269.18 FF FG w cn N FG 1270•It 126778 FF 6.8 {--� I o 7•9 6 . .2 TG a Ih 0 12670 PAD 34 34 I 34 34 9.0'-{ 0 1267.0 PAD o u 12679 PAD 1268.4 PAD � + 1269.4 o 6.90 6.90 IN I ^ o I co \ o FG -+ 6 .19 ..-19-1 FG i co m 134 o o I -- 1 68 4 FG= f•--7.0' II u � 1 l ae�l Df 0 6' 67.4 F 67.28 6728 -.I 35 6783 67 83 68.75 68.75 66.8 TC� of o GFF GFF o GFF GFF o oI GFF GFF I' 0 2.00% o r I 4 Ilio o 10 �2A0% of II _ rn 66.3 FL .�- x .I r a 1 11 = Ij �' 66.7 T 1-7" R �� 1-4' R I ^c �1 ! - ea I-4" R - 66.2 FLU 4, 4.9' 8 h�.� g " �� = 16 �, 17 5 2 00% PLAN 2X r t ' r 3.0' PLAN 2 2 00% 11 2 00% PLAN 2 4.s 2 4.9' u= PLAN 2 2 00% 11 12.00% PLAN 2 1 1267.78 FF 5 1267.78 FF 1268 08 FF _ 3.0' -1 2' .0' 1269.08 FF I270 08 FF -- -0 12670 PAD 6.6 TC 12670 PAD�, 670; I 12673 PAD 1268.3 PAD1269 3 PAD, 77.0 12 ;o m - , I __ oo 0 66.1 FL TG - r HP 1 34 34HP HP .... o � �o ! 66.5 TC 34 6.98 INVI to I, 6.28 6.28 INV f )C v 6748 FS ,- 66.0 FL 19.00' I� �. 1 o =19 00'35 35 19.00' 4 I 6 F R I 69 7- 5.5" R 35 67.20 FS ° 7.T I 8.2' N 6775 FS =0. 50 R S 0.05 67.11 1711 ! _7 R 1-4" R 7.6 S 0.050 s -5" 6 6 6 o 66.5 TC T i 671 GL GL �\ 3.5' GL GL 23 IN�,4 T GL GL... . tl � II L 66.0 FL 1.1 I HP H of I 5 W 8.3 I HP 65» 6� r b` 6 - 673 FG >\ se z"' 62• B 4 � FL \ 6.1' ....... t B•, 1 SD I IN "' - _ rn I ' 4 T 87 4 I I i 32 oos.6' L=30.00' / C=t0.71 3.50 r�..f�- �O1N.. �4 1 Iv 32 N!6.6' 66.6 TG 34 a, o ` L-41.00'35 .6 �N Y 32 ^l fo, i 1' 4 F� 62.33 IMI' 6 , J N 3g j 1 64.84 35 ,( f 0%.�.__ _ .____._-=_._ 6`3� ItdV - --------- 62.53IN acwo =_0.050- --------- - 6�. , INS'_ 6" -------- S-D.O50 1.0 - �_ 0.03_0---- 6.3 TG 66.59 FS 66.79 FS a II 66.8 TG 6732 F 6752 FS 6_# F L=48 14 34 66. 3 TC L=30.00' 34 H 34 67. T 1 TG 3785' _ 35 61.09 INV .�� _ 35 64.3�I �'ylt/l' 68.2 TC - - 34 34 35 S=0.050 ( ` ae 5-0.050T I� BE 63 83 IN 64.52 INV -0.05066. 3 FSse (� 35677 FS oFL 40 TC JOIN 4 SD IIo o671 2.3% 65.90 FS I f 1o! \ I,r .....oq1IN h IN N 5.79 F 6 03 FL 67.0 FL 67 32 FL -� �--- -� \ 66.04 TC l � \ 65.75 FS t of r -- -- - �I --- -- - - - -- N 65. °° r SEE SHEET 4 IWA REVISIONS: PREPARED UNDER SUPERVISION OF: SCALE: c rL WILSON MIKAMI CITY OF LAKE ELSINORE ENC INEERWG GEOLOGIST- SOILS ENGINEER: OWNER: � '��-� 3 AIL G O R PO r�ATl O N 9 10 G3SOILWORKS, INC. G3SOILWORKS, INC. CIVIC PARTNERS ` RCE N0.49884 EXP.9-30-20 DATE: 9 CORPORATE PARK, SUITE 100 T: 949-679-0090 PRECISE GRADING PLAN SHEET 350 FISCHER AVENUE 350 FISCHER AVENUE 7777 CENTER AVENUE _ COSTA MESA, CA 92626 COSTA MESA, CA 92626 SUITE 230 No. 49884 THESE PLANS HAVE BEEN REVIEW FOR COMPLIANCE WITH THE IRVINE, CA 92606 F:949-679-0091 THE COTTAGES AT MISSION TRAIL OF 18 T: 714 668-5600 T: 714 668-5600 HUNTINGTON BEACH, CA 92647 •k Og 30D * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE BENCHMARK: ( > ( ) MNIX DESCRIPTION Bf N'P2 DATE LAWS, D A PERMIT CAN BE I UED. RNERSIDE BENCNIRK N0.BAI E-3-70.81V 1279.829.BRASS DISC IN CONCRETE POST 72'NORTH OF"P PARCEL 1 OF PARCEL MAP 37393 FILE N0.. W Ww. 3soilworks.com www.g3soilworks.com T: 714 230-8000 'rl' CVk \ BASIS OF BE aE CORYOON STREET AND MISSIOrd IRAII.27'FAST THE CENfERUNE OF lBSSKIN 7WA. _ 9 9 ( ) DESIGNED BY: WMC DRAWN BY: WMC DF Cpa\F DATE:6-U-I �OF OF CEREN STREET,BM N52.52491,BERM RWNU IENIS 3 AND 4,KING THE CENTERLINE MOTOR COURTS CHECKED BY: S.WILSON PROJECT MANAGER:S.WILSON HABIBHal d 144G CIIY ENGINLILIR INTERSECTIONS OF CEREAL SRBIT AND STON"STREET AAW CERTk SWET ANO CORMON STREET. LEGEND AND ABBREVIATIONS TRACT BOUNDARY 18 CONSTRUCTION NOTE TC TOP OF CURB ------- RIGHT OF WAY FL FLOWUNE ELEV. OONSTRLCWN 87FIEE CQNQ`rRUCIM `-. TG TOP OF GRATE 0-CONSTRUCT HARDSCAPE,COLOR AND FINISH PER LANDSCAPE PLANS CONSTRUCT TYPE 6 CURB AND GUTTER PER CITY OF LAKE ELSINORE SID.NO.200. LOT LINE -- STORM DRAIN PER GB GRADE BREAK STREET IMPROVEMENT PLANS FG FINISH GRADE 32 CONSTRUCT r PCC RESIDENTIAL DRIVEWAY WITH DRIVE APPROACH PER CITY OF LAKE CONSTRUCT TYPE 6A CURB PER CITY OF LAKE ELSINORE STD.NO.202. I -------(1250)-------- PROPOSED CONTOUR ELSINORE STD.NO. 117 LP LOW POINT 3o-CONSIRUCT TYPE C ROLLED CURB PER CITY OF LAKE ELSINORE STD.N0.205. 70 UNIT NUMBER p.-'-- � HP HIGHT POINT O-CONSTRUCT 6'PCC RESIDENML DRIVEWAY,EXCLUDING DRIVE APRON O-CONSTRUCT CURB TRANSITION PER CITY OF LAKE ELSINORE STD.N0.206;LENGTH PER PLAN _�' STREET LIGHT INV. INVERT OF PIPE 34 INSTALL 12'ATRIUM GRATE INLET(NDS 11290)PER DETAIL"B'A:INLET SEDIMENT TRAP v -"-�"-"-•-� DAYLIGHT LINE 5a CONSTRUCT 3.5'A.C.OVER 4'A.B.PER GEOTECHNICN ENGINEER'S RECOMMENDATIONS FIRE HYDRANT FS FINISH SURFACE /'�� PER DETAIL"C"ON SHEET 2 16 CONSTRUCT 0'SHED CURB PER DETAIL'G'ON SHEET 2 GRAPHIC SCALE �_ FLOW RATE _ W WATER LINE FF FINISHED FLOOR a-INSTALL 4"PVC SOR 35 WITH PIPE BEDDING PER DETAIL"A'ON SHEET 2 STREET CENTERLINE WATER LATERAL PE PAD ELEVATION No o s ,o so a 36 INSTALL 6"PVC SOR 35 WITH PIPE BEDDING PER DETAIL'A'ON SHEET 2 '}--- GFF GARAGE FINISHED FLOOR AND METER BOX FLOWLINE GL GARAGE LIP 37 INSTALL 6"PERFORATED PVC SOR 35 WITH PIPE BEDDING PER DETAIL"A"ON SHEET 2 WATER VALVE -- --� -�-- �.__._._.... OF DEEPEND FOOTING 38 INSTALL 8"PVC SOR 35 WITH PIPE BEDDING PER DETAIL"A'ON SHEET 2 ( �FEET) ------- PVC STORM DRAIN LINE ---"- SEWER LINE SEWER MANHOLE R RISER STEP o-INSTALL To"PVC STIR 35 WITH PIPE BEDDING PER DETAIL'A"ON SHEET 2 J 1 inch= 10 fL -.-�:1-.-- - / � ATRIUM GRATE INLET S= SLOPE _ ._------ ............ ........................................................ 1 - " ..._ ... ............................................ L Jb1A D' ... ... 68 6 FG ..................68.3 FG... - - 69..5.._FG_.._... v } a �S.7 6. -- _ _. ..- - - - - - - - - - - �68.0FG- - - - - - - -\ 8.0FG- �66TINV-fi) 6 9T �- 10% 1.5% 1.0% 1.0% - - _66 67.8 35 39 HP 0.05 1` 70.11 Y 34 69.64 M m 68.84 0 0 oY 34 68.39 fi5. 7 �f 4 o^S Z� -- GFF voi o GFF 2.� of o 68.1 FL GB �. oo c� 2$ GFF .' v1 GFF "IUD i GB co �V ao Zi !NV y `O - PLAN 4�� ^• � ��z_ PLAN 4 y PLAN 4 ' � �^��- � � PLAN 4 � ; 1270.38 FF �- :: Z to 1269.98 FF --- 0 6. G 1269.18 FF m 2 �m a _ 1268.68 FF _---------I o� i L=t2.50'35 o 68.3 TG 34 69.6 PAD 1-4" o * 34 0 1267.9 PAD 7 S-0.038 1 66.77IN I°po -5" R 1269.2 PAD / 68.4 PAD 1-5" I m -4.5" R 1 2.0% 0 2.0% 65.47 1 2.0% <o II 1 ti �' = 34 19.50' I �' M :: �' 65.75 INV t 169.� 2 roLl 35 5=00Im n 2 '3169.3 I 68.5 31 _Z`' 0w FG GL ^^ 69 47 GL 68.67 GLFG69.33 TC_ -- _.�: FGI 8 3 TG _ �.. .. �. .. 0. QI 68Z83 Ft 34 9.6 TG o 1.89" d o 0 o N o 1.8% 0 6.1 TG 34 34 ' o z.09 r m o 2.4% 0 67.8 T ^ jl 65.41 INV-4" o� �00 32 ro� ^m m o- 1^ 32 �� of j (65.33 INV) 64.11 INV-4" o� �w 32 N !0 32 m o� 34 jl 6.19 N N v v 3.0' I 64.89 v h N N 3.0' (64.03 lNA� 68.8 34 .4 TG - g j �JA�,� (65.33 INV-6") 1. 1. p%JOIN 6" SD ,,- (64.03 IN V6)1�p 1 - 16 16 SO%JOf� 6" SD �� 62 63 INV =0.0 e " ---+--- 9 7-Hp -TTIp �:6% 16 - 16 22fB - 68.3Y --�--- -3�^ p,. _0T 67.7 i -_- - - _ - GB 3.0' p. �� m�\ ti A FL GB 3.0' a ft GB 35 HP 1.0% N ---- 70.1 FG q„ coo 6• GF 69.5 FG ��^ - 68.8 FG n� n o •4 0 61 GF 68.' FG - ��. .4 8. 3.0' 68. 9 6.55% ``•� �b • coo;b 0 6.55% �� m mom _ ---- 6.55% ry 3.49%Y 6 2�'%`, i rn o C� �cy o c�" o m o o o o m 6Y9 .1 FL GB o m 2.8 v c� o m y n n �ry Z h 2% m m 6$50 617.8 FL G o 2.8 a c� n M 32 0 o m 32 cn rn c� 0 32 c� 0" C 0 m 32 I �rn c5 c� 32 j ^ �b ^ 16 0" C O�C�j 16 8.18%� I a' 35 m ab o> o t6 16 � � f-4" R �. 35 1-5" R ^ 8.18% 69.70 FS ',69.0 FL �- 1 5 R of 1 5" R 8.18% .41 67.6 FL 8.18% ' 3.04% 8.339, L -�a,T- ��_-. .:. 0" CF _ _•:.,.. :::: .�_�.,:F ,.,,,.m.,m.. o} ...:gym. = 2 0" CF �0"• G 1 ,�,•r�: - - E ..mom 7.4' ry °.::. . G 2 34 34 i Z FG 6 22 "'I 2� FG _! 4 34 A o FG _ y0 w} �£ FG 68.23'I� 1 69 T 3 TG 68 T 0 T Z cn O 1 34 r l - ' (84: (4.29 INV _. j n rn k. V (2.99 INV _ 1 - PLAN 5 PLAN 5 PLAN 5 --- PLAN 5 PLAN 5 d 70. -TE 69: C - I ^� 1270.88 FF 70• 31 ___ _ _ _ 31 FG 5 1270.28 FF �� 1269.58 FF 68.9 31 68. - TC 31 - 68.3 1268.98 FF 1269.58 FF � 1 31 1 67 TC 1270.1 PAD 1269.5 PAD m I 1268.8 PAD FG -68.3 FG 1268.2 PAD { 1268.8 PAD FG W TC 9. 7 TC 68.114 C c`1 8.]7 FL 70.38 FS ' 69.78 FS al 69.08 FS 68.48 FS 69.08 FS " W L j m 2.00% 7.71 F5 13.0% 69.5 FS 68. 3 FL 30"I 70.11 FS 2.00% �lx 2.00% 9.46 FS 12 9% 68.2 FS 67.64 FL 2•9 q 69.8 2.00% x 2 Qa% 69.46 FS 2• 8.63'TC i 1-6" R -6" R �jj 1-6" R -¢" R 3 ti 1-8" R " _17R 69.9 TC 69. 9 TC -- R R 68.7 TC 68.'f0 TC " - DF= . 00.1 69.4 FS^ 68. 9 FL 69.5 F-0.0' cn w DF=O. 8.8 A o co F=0.0 % I I \.DF=0.0' c�. F=0.0 I n' 68.2 FS 67. 0 FL i FG - F=0.0 / r. •g� FG L.-- - FG ...pIF� , <o Lam. - I FG - 6 4.= - L-17 50' 17.5 ' 6' L=17 50' 17.5 7.1' _ 35 35 7.1' - 7.7' 35 35 7.1' s-o. ao s 0.1a : . s=o. 4o s 0.1 - IJJ 69. DF=0.6' I 69.3 7 TG I DF=0.6' 68.9 a 68.2 3 DF=0.6 I 68.0 4 TG I 67.6 W x 34 � 34 34 o x ........ w 34 34 m FG _ fG o A FG of o 66.74 6.74 1 V o - FG- 34 FG-_ c� 65.44 N 6.44 I :0 34 c� L=15 00' 15.0 L=15 0' 15.0 o Z 2.00% 7.01 FS - 35 35 _ 69.41 FS 2.00% �o_ j 2.00% 68.76 FS 35 35 -- 8.11 FS 2�00% U 2" R - I 31 S=O. 30 S 0.03 31 i _ 7 R - 2" R - I 31 003 31 I _ 2" RIN 4"'.SD o - 69.8 TC 69. l TC Kl °0 68.5 TC 67. 3 TC j INN °p 35 o a 35 0^ n L� ��- 35 ° °> I o j 1 p 70.01 FS 69.3 FS 6871 FL 69.38 FS 23 o ' r�G 68.71 FS 68.0 FS 67. 3 FL 68 1] F 1 N o i o4 68.68 FSHI c'o-I o 0 95 .L I•c O 1-2" R • 69.7 TC 69.'17 TC " R �+•"� G V 2" R 68.47 TC 67. 8 TC •2" R -<•N 0" R N PLAN 3 68.2 FS 68. 7 FL PLAN 3 68. o ss.l PLAN 3 67.9 FS 67. 8 FS PLAN 3 %5 0 6z9 PLAN 3 35 8 41 ' r o 69.4 � I I DF=0.0' o � L I 1 F=. o F=O. ' 1270.18 FF v 1269.46 FF o FG FG 1268.88 FF M 12fiB.28 FF o N H o FF I .91- L 1 N 69.2 2 TG h� 1268.1 PAD m 34 34 67.51 G 5 o t267.5 PAD FG �v, } FG n l267.98PAD ^ VP s H FG 67.9 .0 TG u o 1269.4 PAD " 34 34 oT 1268.8 PAD d 89 N 6 :89 I V '.. ui ti o 9.0,__I b 67.19 - _ FG n o o j m - 0 1 r FG I " �� o <gE' 2- 1 68.4 FG DF=0.4' II I 68.1 FG C 65.2 1 67.2 FG =0,4' DF=0.7' 67.2 FG s O \ 69.66 69.66 f= 68.83 68.83 I' 68.36 68.36 _ J 67.61 6761 N N 6785 67.85 I �� mo 00 GFF ' GFF " 4 GFF GFF 0 1� co.' GFF GFF � o I GFF , Jrr mi GFF I! GFF 5, v) gE Or v. obi o 2.00% o r 8 d a 1 " o : o0 2.00% Ic$oo�: � °f co 1_ _.'o �! o I1 4 R� li a 1- °'a ` 1 M ^0 1 4" R ± nit�l k 1-]" R... II 4 N , . _ 10 li 17 0 5 l 24 li _ 25 I o 5 l^ 32 �,�- 33 ao% I PLAN 2 35 �� PLAN 2 2 00%^I� 2.00% PLAN 2 3.0' 1 ' 2 r 4:0 (}N z.oa% PLAN 2 3.0' r M I1 2.00% :: 4.9' 2 ' 4.9' �I. PLAN 2 2.00% 1270.08 FF 1269.08 FF 1268.78 FF = 1267.88 FF 1267,88 FF . _0 3.0' 1 2' 3 0' I I 1 67.1 1269.3 PAD �i o ;_ ... 1268.3 PAD� I 1268.0 PAD _ 1267.t PAD � i I 1267.1 PAD - I H IP I: o Tn_.. 6 . T 34 34 .2 T r- - - �of HP :::=. 67.9 T 34 34 .D T - i t� HP I; 11 ^� ( I + c 62.90 6.981 i, tea ' �. a, n 63.86 N 6.78 I a �;. - 11 35 mike 69.75 FS L=12 50'35 35 19.0 m 8.2'- -7.8' Z� 35 35 1 z_ o ao o L=19 00' 19.0 ' 4 ^ 7 2' 8.3' ^2v -r li S-0. 60 S 0.05 68.75 FS 68.28 FS j S-0. 46 S 11-0 \ 67.55 �� 67. 5 l0 �'� T o 69 49.....:. 69.49 � 68.66 68,66 ¢6.19......... 68.19p - 6744 ¢7.44,._ 4 R Ii 1-4 - I. -4" R 1-6" R 6 vy0• ^ �i /Ay 0� I. IQ I I GL GGL Q fig, E 4"Sp 168.3 GL GL 3.5' GL GL � 67 6 /V 4 {6•1 GL GL 66.8 I -- A GL GL 2.95 INV 75/ I HP o 32 m HP I S ',.9.Z 95/ I HP o 11� 34 " R _ FL FG ae =6.50' o 4 !�? aeI F 8 1 G i 67. ' I I� k . .F F. o M Ifo 1 ^ 35 Zvi 624 _F5 G. 6B I a - o I ��h I 6Zb G. \� W / =1 71' 6 6'!rn S=0.050 0 ,B T 32 016.6' 7.7 TG m 7.5 TG Im 35 30.00' JO I Bl �q'.. ;6�g T I J N 32 w�6.6' 41. '35 I p 10. 0'35 6.6' z 32 nl I 35 ^1 1 6? '¢' / I 1 34 65.80 INV m 63.53 INV 5=0.050 S 5=0.048 =0.020 64.84 32 T " 00 v �S _ 9 Ki i�05291NIV 0.030 _ h -------- �� r;v �`� ---_-�- 6" SD _ - Q-------- - - -6-7. --_-- --------- -- - - ----- co "�0 67.71 FS 67.54 FS 67.18 FS 66.98 FS 6.7 TG 1 7 T 67. FS 4 FS 0 33_ -0.050 se se a� S=0�050 ^y S-OA50 ;' �67.3'� 4 34 --� � f 1 FS 62.63' INV 68.47 FS 6.27 FS 37.85' 6 .1 TC 35 34 I II 35 P. ,� 08 INV 1NV 63.80] se 68.77 68.6 FS - FS , >� AIM FS i N oo / ......_. .........._. M \ o o ,•`_�-....... 64. 35 =40. 6' m �I Ij Ij Ij Ij Ij" jl, {T" =t7020 tio, --- -- --_'"_- -_ Io0 IlW o0I ..- I O c i s 35 29 - -, -_ --- - - -STREET "C"SEE- ��T• NO4 4_ -- - - - -- _ - - - REVISIONS: PREPARED UNDER SUPERVISION OF: SCALE a ENgNEERINGGEOLOGIST 301L.SENc�R= oViINER: �Rp1ESslp�r wtLSQN MIKAM! CITY OF LAKE ELSINORE 9 G3SOILWORKS, INC. G3SOILWORKS, INC. CIVIC PARTNERS SCDTT M.1VTI S`0 DnrE: CORPORATION PRECISE GRADING PLAN SHEET N 350 FISCHER AVENUE 350 FISCHER AVENUE 7777 CENTER AVENUE ROE NO.49884 EXP.9-30-20 9 CORPORATE PARK, SUITE 100 T: 949-679-0090 COSTA MESA, CA 92626 COSTA MESA, CA 92626 SUITE 230 No. 49884 THESE PLANS HAVE BEEN RE FOR COMPLIANCE WITH THE IRVINE,CA 92606 F:949-679-0091 THE COTTAGES AT MISSION TRAIL p T: 714 668-5600 T: 714 668-5600 HUNTINGTON BEACH, CA 92647 4C >, ZDZD * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE BENCHMARK: ( ) ( ) NARK DESCRIPTION g/ APPR. DATE LAWS,AND A PERMIT BE ISSUED. RIVERSIDE BENCFNRK N0.�1 E-3-70.ERtY 1279.829.BRASS DISC Od CONCRETE POST 72'NORTH "T" PARCEL 1 OF PARCEL MAP 37393 FILE NO. y ,P} Clvk �'¢ INTERSECTION OF CORYDON STREET AND MISS'TRAIL 27'FAST OF THE CE:NIERUNE OF MISSION TRAIL. www.g3soilworks.com www.g3soilworks.com T: (714) 230-8000 DESIGNED BY: WMC DRAWN BY: WMC / DF CN114 DATE: - -( IASI 01 BEA.W: MOTOR COURTS -�" CENTERLINE OF CEREAI.STREET•RENNG NS252'46W SEIYEEN MONUMENTS 3 AND 4,BEING THE CENTERLINE ot CHECKED BY: S.WILSON PROJECT MANAGER:S.WILSON RC 83156 INTERSECTIONS OF CEREAL STREET AIro STONEMAN SHEET AND CEREAL STREET AND CORYDON STREET. r-v.vov.. ^ "oy�� 1 IG ro o o `/5=0.050jI 47 I68.7 TG 34 a�0 pOM SEE SHEET 13'.`:271N 34 Nal��. 47 INV. \� 5.5 o \ 35 ! r L,2.00% 'I o 35 / 34 65.64TI 'y 2.b °..- 130 127 .00%I c.e. '� 124 121 �> Q m h 5.T 4.3' . m g GRAPHIC SCALE PLAN 6 1 f I PLAN 6 ^ I �I PLAN 6 / ;F PLAN 6s I °\° b Z W ao' as 03� ro Ilo 1269.61 FF I�0 1270.11 FF I^�` ado I " N 1269.98 FF O �• 1269.26 FF w o o w P 669h 1i oI� 11v ' lyas:. oo Lo II � O II M oa ry\ I vi c 1268.9 PAD 1269.3 PAD 1269.2 PAD �� 1268.5 PAD Q 69.61 FS 8.9 :4.3'15.T 69.3 70.11 FS o 69.3 u 69.98 FS 69.2 6 .5 69.26 FS 6 2' z c"� g I IN tees'I z w Q 68.9 FG p' FG 6,,,n, 8�6 FG o FG z I z o FG. FG�. f -_- "' 0 1 inn= 10' rL cL oa �� Flo DF=O.T .o ,0 N ool I^co 00 o F' DF 0.5' `J .lo DF=0.3' a o� p of of 6` 'S cy Tfj O nj `r of Flo .I of O ,.� ", f �. to S N 6 h N 68.3 FG MI 68.5 FG , M 68.3 FG MI 68.1 FG II II III ;;II _ _ � F > �h 68.0 FL GB 1.7$ 68 4 HP - 34 u, 34 3 0, 68.2 HP iJ% 87.8 FL GB >'h . 67 8 FL l A% 68.0 HP 3.0' \ I o q 'w - o off° -�� 3.a' 1.00% p o� a CAFIBtfitICTIONIKI NCITES I 35 0 0 35 =3.5 ' ° 129 ° 'N 2 NI FG 34 V FG FG I a 2 N o �� 31 CONSTRUCT MRDSCAPE,COLOR AND FINISH PER LANDSCAPE PLANS FG \Y 34 FG FG i--- =0:020 ` {� Ise 200% j 126 2.00% v�of II N N I o 2.00% 123 ° -' 120 2.00% I 5�._ c �� oI-i^ N-q o Q ?'• I - it II O Q--CONSTRUCT 6"PCC RESIDENTIAL DRVEWAY WITH DRIVE APPROACH PER CIF'OF RAKE 68.89 TO ce I+� PLAN 3X I ~ \ PLAN 3X + P O ELSINORE STD.NO. 117 ,r, I �, N oI II III �: I H II�^ .co LAN 3X �, I PLAN 3X ^ - ��i so 68.39 FS GB ! I �1 1268.92 FF 4 I �'� 1269.12 FF -vtl o I''c": h 1268.96 FF I 1268.76 FF I 35 35 a CONSTRUCT 6"PCC RESIDENTIAL DRIVEWAY,EXCLUDING DRIVE APRON =16.00' 1268.2 PAD ^ O 1268.4 PAD ° -_`..._._ of 0 1268.2 PAD ^ 1268.0 PAD �-INSTALL 12"ATRIUM GRATE INLET(NOS/1290)PER DETAIL"B"&INLET SEDIMENT TRAP PER DETAIL'C"ON SHEET 2 INSTALL 4-PVC SOR 35 WITH PIPE BEDDING PER DETAIL"A"ON SHEET 2 INSTALL 6'PVC SDR 35 WITH PIPE BEDDING PER DETAIL"A" � Q � N M ,c, •9 „� .�: � � .� .:�� ._I N ^T ,, ^ yyii � �#�Q y; 36 ON SHEET 2 it ^.N N O O O N N O i I as�' `05 co h ^ 0-INSTALL 6"PERFORATED PVC SDR 35 WITH PIPE BEDDING PER DETAIL"A'ON SHEET 2 6�• GB ^ o s ro w /\ �� o w � � Q6 P-z q ` ` B o w 35 .��+�' 34 1"j�i ` -- _ .. �,1 9.8 - ° (� 34 "' i'oo C-' ': �'INSTALL 8"PVC STIR 35 WITH PIPE BEDDING PER DETAIL"A"ON SHEET 2 4 \. 3.0' 68.2 0 68.2 3.0�•� 3.0' 68.3 68.4 3.0'F�/ G•B• \. 3.0' 68.2 Q 68.1 3.0' i z3.0' 68.0 1I 68.0 3.0'E/ v, 29 39 INSTALL f0 PVC SDR 35 WITH PIPE BEDDING PER DETAIL"A"ON SHEET 2 1C 5 1.0% HP N HP 68.62 FS HP N HP 1.0% 1.0% HP v H 8.46 FS HP l HP L y 68�20 fs GB 5f5 l .02 F 6 .84 -_-_i------ ---- 68.89 l NFS 2 o 1.00% 1. 0% .00% ..6$ t 68. FS �l 168.92 FS1.00%68.74FSI + 68.58 FS . 6 FS - SEE BELL 1.757 LEFT 8.72 0_---- 68.75 N a 6.9 0__ I 0 68.76 w 6. 0 68.56 68. 0 O OOFS b\ ,r ,Q 3.0 FS 3.0' >��' /,O% N 3.0'FS 3.0, N '� G-B- �0�.0 3u0, o FS 3.0'0 1 p$� /�..� 3.0'FSi FS 3.0' FS GB �� U HEREON r� / \\ / T \ o 1,. a .. ., ....... ao2 os / o_ wa �a .._ �a \ ha • r*a \N w� i ----'-'--a'----- / m h cow \/b•^o ow h ox r cox67.5 W --_ 67.7 w 6Z8 o0 0 678 a 67.8 67.6 w FL GB e ho _ iILE ---- FL o ,° _. ,t... ^. FL GB o FL GB h FL/GB o- ,. .a.L., o FL GB o .-_� 4 - / ° °4 o h h ��7._ a^ ._._ �� o,; N - o e•2 rn - - N Ica - - "'� 2.0% o w �� h ca w N N2.0% ,w olw �67. TS v W h O O N O w O • O M+ OOP I 0 MIN. N 2 00 119 MIN. I �,�T 116 .... ... 2.00 LANs , 110 h ' - 2.00% 2 00% P X \� ZA o �� 35 34 PLAN 3X ^IN o PLAN 3X o 34 oI 11 34 0 1•�90 SIN PLAN 3X o ,. -"° 34 35 2.0�0i U.) n z ^ � 1268.77 FF Colo 34 :N 1268.97 FF � z� 35 �I 35 I c 1268.81 FF o 34 6' cold '0 1268.61 FF �' � h h W...F-- ---i c3 _I ro 1268.0 PAD N p I u ro 1268.2 PAD rn O ' o ao 1268.0 PAD w c�: i I u 1267.8 a O h ^ .. w: �.� M H <O w II NI - h '� Tn M p s,cp w i O h tl•O �.�._ .._-. -_-_. u II N o n w 1 , h M h M N o - DF=0.1' DF 0.0' o w �? DF=0.0' DF-0.1' ho D it t;,! _DF 0.0' as DF-0.0' DF=0.2' o o col 0 0 0 0 ^ - - --- � c`'it -- �-- 3.h0'a_ 7.9� FG 68.0 . 68 68.0f . 1� A� 3.0 67.9 FG 68.0 F3 6 - _ 67.8 FG 7 . % ..... =67.0 671....... 66.17 67.0 66.8 j INV G -_---- - LRIM -- AND1.0% L N `- 7 INV66.12IN 6 64, - TRACT BOUNDARY - FG- L ~ � IN 774 68.08 FS 6 62. Z5 68.19 FS oo 0 69.4 68.03 FS 67.4 � 67.2 67.89 - RIGHT OF WAY ^ 2.00% �3'0 z. FG 118 FG 5.0 I oB FG 115 FG Nly w!;I� FG 112 FG ��p� 5.0' . FG 109 FG I 5=0.05 o LOT LINE /�......... ...... .... ae I 01 rn cn I rn I ,n rn -- -- .....I,, .-- PROPOSED CONTOUR _ PLAN 6 s.o' PLAN 6 ^ �, o ,� PLAN 6 t ! PLAN 6 i 35 k _z o _-- __67.41 G.B_ I 1268.08 FF ^II ®_ 1268.19 FF �j clo 1268.03 FF 5'0 1267.89 FF o o " 70 UNIT NUMBER 1 r(10 1267.3 PAD I 1267.4 PAD I ^ I 1267.3 PAD I I 1267.1 PAD �, ,o I<K - 47.Q Bz ---. _ _�,_- DAYLIGHT L o - j 2• 00%I 2.00% U.00° '" �I 7. 9 IUO N 2z FLOW RATE NE S 0.050...... of � � I z 1 �` r - - 11i 67. T o 67.3 I~_ : 7.2 TG I I 167.1 TG '�_I w 7.:1 TG STREET CENTERLINE 34 O I ro 34 34 0°pI-•o 63 27 N 67.36 FS 63.26 IN Vj °p'� 65.29 INV I I 65.24 1 "� vi F -- - '� ao Ico o - Ica.r co 1i o co vl I - - _ �..- FLOWLINE 67.74 TIC I� 1.00% .� ro -� 67.4 `o 67.5 67.5 I o I 67.4 67.4 co 672 { 67.I 46.0TS _ - Ire Nd Iho vwi67.4 FS 134 FG w FG F 34 I FG -�''1 a W _ ------- PVC STORM DRAIN LINE I� 67.24 FS 2.00% 67.89 68.08 68.00 6.91 I oIf 67 68.13 LL 68.19 68.18 I co i 68.03 68.03 67.91 I oIf 6787 6783 67.89 67.70 i W - _ -w- ATRIUM GRATE INLET GFF GFF 2•00%I 1.0 ° 1I2.00% ' GFF GFF GFF 2.Ob%2.00%2..O/V GFF GFF GFF' �2.00%i 1.0 �112.Ot GFF GFF GFF ,� p% iB CONSTRUCTKIN NOTE I ..... �! 67 FS v, I�_ I~ _. 68. FS --- 6Z90 FS -- -I --I_-- iLn _"67.70'TIC o w I v' I G.B I 76 I oIN 7 7 I of : c VJ ri of 2" R uw, 1.1 R 111 " 108�OIeF h h 67.20 FS _ 117 0 I o I I� �^ � i 114 3.0' 3.0' I oilQ � I'� �� I ---- ---- STORM DRAIN PER rn V IO v m L-33. 35 o cv I M o 0 0 ° M o ! - °o '� '667IC1 T I S=o.05o PLAN 1 Q PLAN 1 0 o PLAN 1 �Iy PLAN 1 67.43`TC GB . STREET IMPR.PLANS O OI I SIN of ae la < I -- -... �-I -- Q Flo x v>I v�I c� I� :: _ -� o ... 3 "'3 I II ! v .� z ( +� TO I STREET LIGHT co h rC IM SIN E o� M Io is :. i I 66.79 FS -- --- 67.72 67.91 67.83 I 67.96 .I 68 02 68 01 'I h 67 86 67.86 67 74 i"' 67 66 i 67.72. 67 53 o 1 p FIRE HYDRANT W� GL GL GL. , GL.: NI 64.47 IN GL GL _GL.. of o GL.,. GL x GL �+ I = 4.9 ' cn �2.00% 66.8 TG - 75 1I 67.3 h I 67.4 FG I L=7 = 1' 11 INV � L=3 0) 67.3 FG 67.1 FG I� L=5 � w-• _�--W ---�-- WATER LINE T 34 3 - of FG n o lvi 35 3 0 64.42 I�i 5 nl - i o 35 35 --o I�-- - -- - WATER LATERAL M 61.43 1 5=0.049 Ki �s 5=0.06 S=0.200 Q 1 1 S=0.20 34 7 S=094 1.4 0 3 AND METER BOX =2.08 !"' 6.9 TG o 67.0 TG 7.3 TG <r INV 67.2 TG 64.00 INV =8. 0' 66.7 TO 35 INV --- WATER VALVE o S=o.050 g I °� L=12.00' 34 34 34 I I 34 35 _ 34 S=0.050 ( w 35 64.00 INV - - -- 64.00 IN =9,73� 63.83 INV 2.00 63.78 INV L-9.73' 35 S-0 076 p - 64.00 IN -- --- - SEWER LINE g.� M 5=0.050 35 _ L _ ° o {} �° I 66.72 F'1 67.04 FS I 67.31 FS 5=0.200 67.5 6739 67. 9 67.46 FS S-0.2 67.1 FS �, 00 -6.00' 35 66.87 FS S ro i o E2 - `�sa- s SEWER MANHOLE �o 35 5?, Io S=0.32 M 66 45; ^ cn '„ 1Q �. i TC TOP OF CURB o �, ho T I 1M M1 oI S U. 1M M 1"?^Ij f M M 0 01 IM 66.67 TC PVI 43 ° z z �L......... NI ................ Iw_. ............. ...._._-..._........ -........ -oJi I...i Ian.rl t.;.) ---Iro -.-..-------- -.................. ........... o6 mil �) l90 66.-17 FS PVL._ -....r_.�.. \,C,' Ib� r: i.; _� FLOWUNE ELEV. l� '0 7 4 TC 67.1 T 07.53 TC 67.13 T 7.02 TC 66.82 TC LP 0 \ pIr TG TOP OF GRATE .^ .. '� .. Q S \\ \0 c� < _ GB GRADE BREAK \ N- cmm 66.54 FS 66.6 FS �' �' o N- 66.32 FS LP S 6 L`t �' ' ' 67.03 FS 66.63 FS 66.52 FS ti �' F 34 m I I I I - Y I of - JOIN 6" SD h �" `6' - FIG FINISH GRADE IN 6" S - °'°'_.- _ OIN -_ SD __ _- a' INT. -- LP LOW POINT - co co --6fi33 iNV=4-- co 61.33 INV- ^co 61.88 INV-4 hh a m a v oo Do N o o STA. 15+97.73 STREET"C" V HP HIGHT POINT z co co h N v rn h o .�,�- T"C cd o h (61.25 INV 6") rn u's MN INVERT OF PIPE 0 0 Q (61.25 INV 6") ,� (61.80 INV-6") ^ co co K o o STA. 10+00:00 MOTOR GT. "Ff I\ 6 coco cc ---_"�-`�-_-_.-- :._ _`a`o .----.- 25' VC _- � - - - - - FF FINISHED FLOOR - - _ FS FINISH SURFACE 50' VC - 26.0 BS PE AD TION - - --- - ---_... _--- -_---_ - ---__----- -__-'- ---------- __-- P...._._......._-- -.__ - ------- ------- __.._._ __...._._ GFF GARAGE FINISHED FLOOR 65.32 FL GL GARAGE LI n n P TIC 65.90 TO 6.7 rc � FET C SEE SHT. NO. 4 65.84 TC 66.04 T i DF DEEPEND FOOTING vfW.25 FL .3 co 65.38 FL R RISER STEP r..._... .. _ .... .. .......... w S SLOPE ........... I I IIII N _�I� SE 11 QI�HT HEREO� __ _ � ... - - - /6�1i Q,V. G1ao oQ 211, `` . -REVISIONS: _ PREPARED UNDER SUPERVISION OF: SCALE: ENC�NEEFM CEOLOC Or' SOILS ENCiACER- - OWNER- �� e oFts r l� W i L S O N M i KA M I CITY OF LAKE ELSINORE G3SOILWORKS, INC. G3SOILWORKS, INC. CIVIC PARTNERS �ti,o t Ste - DATE: CORPORATION PRECISE GRADING PLAN SHEET 12 350 FISCHER AVENUE 350 FISCHER AVENUE 7777 CENTER AVENUE RCE N0.49864 EXP.9-30-20 9 CORPORATE PARK,SUITE 100 T: 949-679-ooso COSTA MESA, CA 92626 COSTA MESA, CA 92626 SUITE 230 No: 49884 THESE PLANS HAVE BEEN REVIEW FOR COMPLIANCE WITH THE I I IRVINE, CA 92606 F:949-679-0091 THE COTTAGES AT MISSION TRAIL OF 18 T: (714) 668-5600 T: (714) 668-5600 HUNTINGTON BEACH, CA 92647 e,v 09 30 2020 * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CRY AND STATE BENCHMARK: MARK DESCRIPTION BY MfgT. DATE CN,L LAWS AND A PERMIT CAN BE ISSUED. RMMIDE BENCHARK NO.&A E-3-70.EI-V 1279b29.BRASS DISC IN CONCRETE Post 72'NORTH Of"Y PARCEL 1 OF PARCEL MAP 37393 FILE NO. WWW.g35011WOrks.COm WWW.g35011WOfkS.COm T. (714) 230-8000 f 1�. INTERSECTION OF CORYDON STREET AND MISSION TRAIL 27'EAST OF THE CENTERLINE OF MISSION TRAIL. DESIGNED BY: WMC DRAWN BY: WMC tF BASIS OF BEMING: MOTOR COURTS /�w { `, DATE: �- INTERSECTIONS OF CEREk STREET,BEING STDNEI4M BETWEEN MONUMENST 3 AND 4,BERTC THE CENTERLINE MV C:7 COURTS v `pt >2b CHECKED BY: S.WILSON PROJECT MANAGER:S.WILSON 83 5 IN INTERSECTONS OF CEREAL STREET AND STONEMAN STREET AND CEREAL STRET:T AND CORYDON STREET. r'V %00'j DLZI �I SEE SHEET 14__ lLzl 1 68.59 Ts ILZI 1.009 \...�..� �' ro 1.00% \...�...�. m -- . .... TRACT BOUNDARY o �' �o \.. 0 2.00/1 Bt 1 .. _ _l� RIGHT OF WAY o� N N Z14- o /.i 0�' N \� w /" f5 35 =2 V� \ 68.21 U LOT LINE 29 Coo - '- \..� / °Iu v --- ---- �I FS GB �. 250`- _... PROPOSED CONTOUR TC �:� m $ �... 9, 8p �� m , INV �� yo 0 68.30 FS �70 UNIT NUMBER _ o N FS c �r y r 70 p e $ o� 35 S=0.620 l INV 34 6Z36TINV E , 68.97 68,61 �� - FLOW DAYLIGHT LINE $ 1.0x_ 4.0 N f err FS o 1.00% 69.9G9 0 3.0% I 1.0% ES GB 2.OD%a z= FLOW RATE _ 69. J i� FS -i I of 68.9 F LINE OGB m o `t ..\...\!o Oq^/' �06 �N 69.4 '`3' 6. --l----� U 69.1 .- aor +n7�' �� 0°�� .'� +h o ,� _ o - STREET CENTER m I ^U �� °pl \� I`/ "l i HP �..�..`6j 3 )O p 9� L i HP l a ��I \ I �� a ^/ rn 6�- 1 FLOWUNE 6 If o °� I �.� I� __. - ....o Cg 2.00 f5 04M: ---..... r, ..o.... 34 1 PVC STORM DRAIN LINE �34 .� .....68.2 - - 34 ;L.P. m 34 - I 68.1 - -B}- ATRIUM GRATE INLET a FL GB I o i -.- ,: FL GB n z 35 rn jI(I w ° I rn U Y'` 35 of U I� ro U L` a rn o { =2 00' �� oll �� o" :-o� ^ 01 � U o 4•. o� � 'oa � 18 CONSTRUCTION NOTE .... 5=0.020 •U. z I \! _. -...- STORM DRAIN PER 35 1 w v + N � , �oa%83TG o ado oco34 < �o�""� 143 140 �' ti - rn 137 134 \ --- --- j STREET IMPROVEMENT PLANS "'o o 2.009 N 3Xo � c o: 2.00% o N G.B of}� _ PLAN 3F ;�� i,o PLAN FF y l3io� e 3 ... o-. ......_ STREET LIGHT 0 0.. 35 0l o P�fi PAD ^ 68.2 > 34 v PLAN �PADrn 7.1 ro�l0 2.00% rn 1269.1 PAD 34 66. ,^`e-8.0 n 1268.4 PAD _...-. ....... -_�o v o{ �°o FL GB;- of U co w I Ily y 1 co Il. of U. FL oo U 1 p "� FIRE HYDRANT .<ow 1 . ,o cow. ow ... 6' ^ ^ ti i I -W- ... WATER LINE 6 68 7 FG I / 5 F o o R. 6 . FG w & I / 6 5 FG 111 tI i I� co p/ 1\gy'j•rr .I ^Io „ +o•G0,�0/ \ra N I cn I w 1_-I ........ WATER LATERAL o m I\ 68 6 HP m 69.4 HP i II M I \. 69.1 HP 0 68.4 HP i z AND METER Box oz o LO% .- 1.0% -_-_ ! I - 3.9% 1.0%�: �I �h 1�0%__ 36%.-...-.-_ F oolN _._..._10% �_1.0� �o_ c� ' .a•.r.. ....C.._. -.-. o o _�...-.-. _ o - �� I w I WATER VALVE F=0.2' 01- 69.4 FG 69.5 FG 9.2 F - 69.1 FG cl 69.5 FG Y FG a w _ ae} _ o 2.00 0 e�} _ I DF 0 1`- k'w - SEWER LINE p o mil °. ._..___.... 1 o I DF 0.1'6"�- .. ...- I\�D�F0.2' .._ -.. QM �'N ................ DF-0.1' N �c ¢ -. .-m_ 1 - c z a a `w DF-0.0' oo DF-0.2 F �10 DF 0 1 r •-.... o = Q -----�� \ Fd 'L mV SEWER MANHOLE z¢ m 68.8 69.0 FG 69�4 FS FG �, 34 69.6 FG D 70. 1 FS 69.6 FG F-0 69.4 FG 7 D7 0 69.4 F 34 I 68.7 FG DF 0.8 FS 7 F D 6� TC TOP of cuRe U 0 I i , o 0 .510I FL FLOWLINE ELEV. 2.Do 0 142 _o��- 139 N 136 M1 133 o0 1 j Go GRADE TOP BREAKPLAN 6 PLAN 6 `` ^ ^ , PLAN 6 �I PLAN F`'y"? FG FINISH GRADE sfl �N 1269.74 FF 4.3' 2`k° 1270.33 FF 1 0 1270.19 FF }i o 1269.56 FF � � LP LOW POINT W J 2 1269.0 PAD M 5.T 1269.6 PAD o -�2.00 1 1269.4 PAD 1268.7 PAD 2.Q0 p I j W HP HGHT POINT I 5.T 4.3' \ INV. INVERT OF PIPE o.l Fs cece 11.bo% - . / W cB L=23.50' , --- 0 60' FS FINISH SURFACE 35 cn o 34 9. T 69.2 TG 34 1 i_- d�IN 35 - 0 1 ) j FF FINISHED FLOOR 5=0.050 w �INo 66.35 INV I n 1 66.35 IN PE PAD ELEVATION T 0 70.35 FS GB N 70.25 FS GB 8.5 TG 65.3 ........ 35 -0� 5.66 1 34 rn 69.1 NIB 69.5 69.4 �'y 68.8 34 65.54 INV, INV GFF GARAGE FINISHED FLOOR 5' ` o �Iy 69.6 69.7 ^ n I .. ;, 1 GL GARAGE UP 0.3 FS 70.1 FS 68.7 FG�, W zl 5 69 1 FG FG I FG FG FG FG FG _ S 1 r W OF DEEPEND FOOTING 69.7 TC 69.77 69.74 69.91 69.53 11.00 69.61 70.25 70.33 70.45 70.33 70.19 70.08 6s.44 1.009d 69.36 69.74 69.56 69.43 I L= 08' 5""1 I W R RISER STEP W GFF GFF GFF FS/GB i 1~i FS GB GFF GFF GFF �2,p�q, 11•m0% GFF GFF GFF i FS GB 35 I o FS GB GFF GFF GFF P S=p, r� 5= SLOPE mI 69.77 ES 141 69.66 FS 1.00%i 11.00% 69.74 FS 138 70.45 FS 0 --- 3 0 7. 3 FS 135 1.Do%! ' 911.00% 132 ' 69.34 TC LJ nUl O OI NI "I .f 3" R o o f 6" R g o I d 69.70 i� I 1 m ^ N o 1 PLAN 1 471 PLAN 1 , - PLAN 1 35 =16. o' 1 N m 1 L=16.00'35 PLAN 1 4n II II, , 6. T 69. 1 I- 9. I S=o.050 ^o v�i 5=0.050 -ti 4 68.87 FS O i 69.77...........-27 _ 35 _..... { 4G\�,y 5 = 42' =3.42' 3, ess f...... ' o� 68.92 FS Z �. FS GB GB h o) z i • ?� 5 � - I 64 9 INV. I •�� n I o 0 346 � m i o � i , j i ,� �! 69.60 69.57 69.74 �o ^1 70 09 70 17 70.28 N 70 16 70.02 69.91 v ` 69.57 6940 69.27 GL GL GL GL GL GL �`� GL GL GL -- GL GL 6L ;5=0.05 35 .. o - ___... -.....-.. ---_- .. .. ........ .... - ...--_ .............. CONSTRUCT tIARDSCAPE COLOR AND FlNISH PER LANDSCAPE PLANS 6 .7 TC 70.. j W 69.25 FS _-."� `"�-..... ^ .._-. ^ ......-co - ^ o I ^o ..^. o' = FS Q �.' o.. oop.. o�j i co C.4 My j v I� N �32--CONSTRUCT C PCC RESIDENTAL DRIVEWAY WITH DRIVE APPR04CH PER CITY OF LAKE •r .H h I y ,4 yI I_.� ELSINORE STD.N0, 117 W U U U U U y' ofU U O U U O U V�1 O U C U U U U �z V __ -U �__kV 2 M N i_ _ 33 lVlJ1 64.04 INV. o o _ o TO co_ o .---o 2_o I-- o+-I� t� _t�I_ ^r- , r. I� I� I- �o I- +o I_�o +ol I.. 2 o ti- +o I- �o I-. �o I- co I., b......1.- -CONSTRUCT 6"PCC RESIDENTIAL DRIVEWAY EXCLUDING DRIVE APRON h 35 =1.50' JOIN SD z ^ N �Oy 50 I n n z°�d I I✓ ®-INSTALL 12 ATRIUM GRATE INLET(AIDS1290)PER DETAIL°B &INLET SEDIMENT TRAP s=0.050 sass I - o 0 0 STREET D SE SHT. NO. 4 s PER DETAIL'C"ON SHEET 2 U 63.88INV-6" io_.,�� 35 INSTALL 4"PVC SOR 35 WITH PIPE BEDDING PER DETAIL A"ON SHEET 2 JOIN 6" SO -. 5''T TO C&C o µj I .ram ' 3fi INSTALL fi PVC SDR 35 WITH PIPE BEDDING PER DETAIL"A"ON SHEET 2 �- 63.96 INV-4 o vl I MA NTAI L GRADE v, ct U c 1 a c� _~ _�6.3.8$J�LL-12..,,�_______-- y - - --.-.__.-...-.�......_.-_..______. .----...-_ +5'.___ - -.---..�.-.-_.-" -- -.._-_.._-- _._..____-_� - ---W`'y ,3r->�W _.__.. 37 INSTALL 6'PERFORATED PVC SDR 35 WITH PIPE BEDDING PER DETAIL'A'ON SHEET 2 AX j��-'j- ^^ M) O Of N ..._-....O ^ h O+ M) M �'1 •- ^ Of O ^ N N O N O W_ -- - o.ln "- N •t h 'to rn m m o TRANS co ^ I� +n �I• �I• z N o M r� _ _ I :i-. _ -INSTALL 8`PVC STIR 35 WITH PIPE BEDDING PER DETAIL"A'ON SHf£T 2 6�.07 �� o rn ?ro^� co'o eU- IU- o' b eU- o�j I "T io co'o IU- IU- IU- co'o IU- c°fo IU- IU- eU- O d' o-U- IU- ti z�.N -INSTALL }0"PVC SDR 35 WITH PIPE BEDDING PER DETAIL°A°ON SHEET 2 •� s 39 .. ......... ___-_. ... .... ....... .-_ .. ... ..... - _ r'"" 34 69.44 69.50 69.83 6. 4 69.98 use - 69.93 69.81 69.62 69.27 69.10 69.00 GL GL GL GL GL GL u� m^�i GL GL GL o GL Gl GL I o o I 1.00% o �� i .} 64.36INV FS t g6D 3 35 35 ter: II o 69.11 TC 6 c I x o 01 �"'•. 7. i E 9.2 T 69.1 TG 4. 68.61 FS _ =29.20' 1 w 34 34 � 1.00 i m m I 35 m m: 65.47 INV 65.47 IN `` m m 122 oi" 69.08 TC ;45 TC �, s=o.o50 131 I �- 128 125 �, �� I ,� o L"68.95 FS l PLAN 1 rn I ko rn u =16.0 I I L-16. N m o 0o m PLAN 1 35 0} 35 PLAN 1 I N PLAN 1 68.58 FS ^^ b\' I co+-i .,r I I t co co 5=0.050 I o I S-0.050 cOo io I j -o 6 .51 FS f- 70.10 FS 70.10 FS ` I I 69.00 TIC I a ,p 2.00% 2.007 , / 1.00% I 'l.00%I 1.00% 1.Op% 1.00% 0%I 1.0p� p% 69.51 69.61 69.67' 69.251 I 69.33 ;70.00 70.11 70.10 HP 70.10 69.98 69.79 6g,�� 69:07 69.44 69.26 69.1 68.50 FS 69.46 GFF GFF GFF I I GFF GFF GFF GFF GFF GFF 100 GFF GFF GFF 21 34 TC 0 I 1 G I FS GB FS GB FS GB f l 68.84 FS o l l o 68.9 34 69.3 69.3 M oo i 69. 34 .5 1=2 . EI o I L=1.58' 35 FG o of FG FG o FG �' iE FG h o .. FG 35 c� 2 _ 65.41 .7 T 34 o MS N do 0 66.27 1 III of u I 27 IN o N v'aN 0 34 1 i 0 0 0 03 65.4 INV 5.50 1 o d o I \ ro h h / %" 65.60 I INS G I 61 FS 35 too I 2.00% I o`q E y 2.bb% 00%I 1,54a bb & N 130 127 � ^ G.B. I-- 124 5.T 4.3' 121 w I C N I PLAN 6 I PLAN 6 - 1M .1 PLAN 6 � \ PLAN 6 I cr; I N `• m s GRAPHIC SCALE lio 1269.61 FF I��0 1270.11 FF o n l u o °'ill n 1269.98 FF O,h•,�• 1269.26 FF rn" oil �" S e I 1268.9 PAD Z 1269.3 PAD ^ - rn "� 0 1269.2 PAD , 1268.5 PAD m a o s a sa a o W z x a �n 2.00% s.61 FS 68.9 4.3'1 5.T 69.3 70 11 FS 69.3 69.98 FS 69.2 68.5 9 6 FS 6 .3 t 2.00 68 6 FG F �I I > o FG..::: FG FG.. . I " w o� -_ U Z, U Z ., (IN FEET) n wa a of O I"� DF 0 0' '`�o o ,b I� I I� n... . ....o .,/0 �. i� DF 0.0' .8E co co ,c ci w Q U ° a�I -t s�I DF=0.0 M mIN 0 0 ro awl o I;aoc= Lo' n. o N n o l s �i OF DF=O.T \6.0+ G% T 1 7 �iOF/ DF=0.5' to $•(/In /4 DF 0.3' n �,� ^ REVISIONS: PREPARED UNDER SUPERVISION OF: SCALE: CITY OF LAKE ELSINORE 1q(1fESS1p WILSON MIKAMI o ENGINEERING GEOLOGISTS SOLS ENCRIVER OWNER G3SOILWORKS, INC. G3SOILWORKS, INC. CIVIC PARTNERS Q RCO � �T^� DATE: CORPORATION PRECISE GRADING PLAN -W� 1 350 FISCHER AVENUE 350 FISCHER AVENUE 7777 CENTER AVENUE m RCE No.as6Ba EXP.9-30-2o s CORPORATE PARK, A 9 i06 T: 949-679-0091 y COSTA MESA, CA 92626 COSTA MESA, CA 92626 SUITE 230 No. 49864 THESE PLANS HAVE BEEN REVIEW FOR COMPLIANCE WITH THE IRVINE, CA 92606 F.sas-679-oos, 11-1E COTTAGES AT MISSION TRAIL OF 18 HUNTINGTON BEACH, CA 92647 ,P o9 30 2D2o >F APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE BENCHNAR- T. (714) 668-5600 T: (714) 668-5600 LAWS,AND A PERMIT CAN BE ISSUED. RNERSIDE BENCNFRK NO.&d E-3-70.EIEV 1279.829.BRASS DISC IN CONCRETE POST 72,NORM OF"f PARCEL 1 OF PARCEL MAP 37393 l7LE N�MARK DESCRIPTION BY APPR. DATE CMiL eeCC//(�\ INTERSECTION OF CDR"STREET AND MISSION TRAIL 27'EAST OF DIE CENTERLINE OF MISSION TRAIL. www.g3soilworks.com www.g3soilworks.com T. (714) 230-8000 BASIS OF BEARING: MOTOR COURTS 4• o DESIGNED BY: WMC DRAWN BY: WMC Df GAS\F DATE: - -� CENTERUNE OF CEREAL STREET,8014G N5752*WW,BETWEEN MORW MS 3 AND 4,SING THE CENTERLINE CHECKED BY: S.WILSON PROJECT MANAGER: S.WILSON 56 ACTIN INTERSECTIONS OF CEREAL STREET AND STONEMAN STREET MO Cam.STREET AND CORrr>a+STREET. =0 cn aoe} >n1 as1.0--0% I� .00%68.99 68.99 LO09 LEGM ADFS GB FS B FSGB g� 1.0% 1269 ------- TRACT BOUNDARY WATER VANE m Pm ^m mm 1 y- M o 0 0 0 o h 2, 007', .7 TC i RIGHT OF WAY -s SEWER LINE 1270 0 68.62 68.62 io ti° � c°$ ��i 68.29 FS 1 LOT UNE r� SEWER MANHOLE N , 127 FS BW FS BW I i+ 1 TC TOP OF CURB o _ 0 1.. - - -o- - _ - _ _ t ` ---{125') --- PROPOSED CONTOUR 7 0� ........,. 1 c•I.P �T - -o- 1 4 ia$ LINE ELEV. m 34 T 34 TO TOFL P OFGRATE =1 67.32 IN 8'3 IN F�7Q �� UNIT NUMBER 6E BREAK 9.41 FS 68. /t\\ 7 0 j i ( ( }I 64.99 ;t _ DAYLIGHT LINE G FINGB NIISH GRADE 69.31 p6 \.. o rn I1 d 6 .1 } W FLOW RATE LP LOW POINT N N-0 FS GB \ w v N 1 f 35 II 11 of }t - - - STREET CENTERLINE ,HP HMERT OF IGHT PIPE rn rn r 11 - ... .__.._�� FS FINISH SURFACE 0o co D 1. 0° ^/00 L s• ! FLOWLWE E r � 1 1 73. FG FF FINISHED FLOOR n w W 69.41 ^i ------- PVC STORM GRAIN LINE PE PAD ELEVATION o�x \ il� IOFF GARAGE 68.4 p� I 1 1 �- ATRIUM GRATE INLET GL GARAGE UPISIED FLOOR 11� s \ '1C I sC I 1 1 127 1 1 18 CONSTRUCTION NOTE DEEPEND 68.7 6 d } 1 RF RISER STEP TING STORM DRAIN PER oniiErmmnmimimmnmmmm4°mun nF d9 �I ly I I i N11i 127 _ -.._- _ S= SLOPE /!Z III o1 4 STREET IMPROVEMENT PLANS 1271 t 6 •14� 1270 34 27 OD%`; /.\ 1`, ! 1 35 1269 . FL STREET LIGHT NaCID 2.0% ..._.1.0%... -� �0� I I I 1 / �O 1.00% 3��,, St `- FIRE HYDRANT I a 6.46 7 1 \�_ 2_ F 6 4 f ^.` WATER LINE i�yv o} I I 11 oi�,��o"',�g 1 7 _ 1 [� - --. WATER LATERAL 6^�- 39 D AND METER BOX 1 69.16 69.16 II } L,34'-'' w rn ' "" " 68.8 I. 1 FS BW FS BW 1 1 6 g INV'10" FL '+. I 1,11 -- - -o- -o - EM 16364V60069.4 j ti 68.9 F 1 35 1. ...-. 68.9 FL HP 1 -S-O.010 .300 °' ^3 FG ° __ _ HP c;7 of ��$ ---_-= -..- r-- __ 69.0 FG 11 S 2. '39 6 11 6 7 34 p� ' ` ► 69.93 o._ - _ 1- F 66.63 IN rn v 70.17 FS FS GB / o,� / 38 __ 1t I T rn t v g.337 0-CONSTRUCT HARDSCAPE COLOR AND FINISH PER LANDSCAPE PLANS 1.22% 1 f 91 i 60 4 "' z� L.88•- 68• INV' 3 69.93 GFf 6 21 f 32 CELSIONSTRUCT 57DC RESIDENTIAL IMNETYAY WITH DRIVE APPROACH PER CRY OF LAKE v X v p�\ 7 11 % FG __---5=0.020 i 6387 INV AV. 117 _10" 693 GB l5¢`' 33 CONSTRUCT 6"PCC RESIDENRAL DRAMY,EXCLUDING DRNE APRON 1: 69•-- - _- t I, FS' ! ^ U-INSTALL 12'ATRIUM GRATE INLET(NOS 11290)PER(DETAIL"8"&INLET SEVIIMENT TRAP 1 lt_ `it PER DETAIL'C"ON SHEET 2 " 0.17 FS 69. �'/ �� -_ 'T \34 i tt FS 00%, T 1 35 INSTAL.4"PVC STIR 35 WITH PIPE BEDDING PER DETAIL'A'ON SHEET 2 FG apT �, / 6 INV-4 7 ^�````'°` 69.15 FS 36 INSTALL 6"PVC SDR 35 WITH PIPE BEDDING PER DETAIL`A'ON SHEET 2 iv 65.7' I 1 O- Io l to J 65.63'^INV' t T i� ANI l£•L9..CPA .I t J7 HVSTALL 6'PERF(NFATED FYC SDR 35 WITH PIPE BEDDING PER DETAIL'A'ON SHEET 2 7 6 '; \`�� aoa ' it .1 ti 0.10 GFF } a-INSTALL 8"PVC SDR 35 WITH PIPE BEDDING PER DETAIL'A'ON SHEET 2 �....__." 7 0 ` 39 INSTALL 10"PVC SDR 35 WIN PIPE BEDDING PER DETAIL'A'ON SHEET 2 Z If W •2 ' L=6.48' wOV W I I > l FL 5=0.02 y 0�O 2.00 T )_ _J 1 72. F N o m N „ set cs i 69.85 FS O Ali I N N 1 i I. 0 2^b0% c° w mFF _ I ae i i 1 , _ 1270:10 PAD _ 69.75 FS GB i I: �aa \ ` ; 1. t1 _ 1269.3 2�j W ) L-6.48�w �� \ c t ao c� W L S=0.02 " �o�! :1 1.1 t % 69.1 FL HP'. 1 't (n 1.0% 1� 69. FG + 1 l 69.4 w i _....__ _ 69.5 FG. � �' 1. �� FG `ti t �• �`. 1 H.PIm 70 0 69.89 FS 69. '\ \ 34 L1. 50 _. ro ro \� p�\ 1.0% HP 1 1h 69.1 FG i t �� 35 No ia�a FG 64. 64.53IINV _10" �4 35 t fS GB 3q i rno Z2�� 1 \ 68.8 FL I. i \\ 11 z c�i Lt rn 39 g.0. �z y 89 1.10% �,\ 1`, t \ 39 1 �i u ° N� ��E i INV g X 69.67 N y i y u R oo o M o f 12.Q0% e 39 68.8 FS GB ^\ 1'1_ it i 1 \ ?co 2 0t _ 010 *3 H� 11 J o 1 L�9- � S*�� 69.1 69.1 \ 1m-_ t 7 T FG FG t" 1 } i 4 5 INV'4" \ 65. 1 ,o, � + -1 o i� 1 1 I 65.2 8" rn V z a ° 1 �� °�00 l OS INV' ? ty `c n 1 IN ¢ °Do 62. 6'I VS 68.5 cwi 1. 1 1 `65 INV-10 _- rn c tc o w 18. -z - SD I 1} % _-_6 00___ 1 c, a 1 �c°n�_ o o I SUBGR 36 L.88.4$_- o cn $=0.010 N o g. 36 g Nl u o �.--- ---.---- - -- ro 34 t 1 SU80R 1 37 c 2.0% Iol N w 1 GRAPHIC SCALE �0$ Z rn4ov 1 6 1 nl' o UBGR.olco'SUBGR 35 1�o N �1196- - i 1� 1�1.,j2-0% tlmS rn p , oo _ 1° 2 0 o(T SUBGR. t 1 ) D FL N SUBGR• olg A 1 w v. o i p 1 t 69. 35 `ImD i L IN FEET) 1 inch= 10 ft. .^_^.^'... *�:.•,,,• .:.:: I �� r� i 1 '� i \� �\ 1 SEE TOT-LO SUB-DRAIN 1 t l 68.5 68.5 to j/ ` ` FG _ `� 1 DETAIL"P ON SHEET 2 1 »;� •, 1 FG FG �vm I 7.0 G /6g0 15% \I 1-1�` g36 71.5 FG 1��'_o rn rn 69.18 FS HP ~ \I 7 1272 1271 5 04 ��1/// Awtttt 4 0 34 -" f 1271 1270 F3I. ••\ , 32....."...." .- th �,z 1.do% 1,00� °b�1 12ss 67.9 TG 68.32 c $ '. 0 2 , �..� ao X 69.07 127 68.5 FG 3 0 16 FS GB `� 1269 1268 66.12 I 4 1.5% B 68.90 FS GB 68.71 F5 GBH M N N 6Z81 67.75 67.81 68.J4168. 9.1 FS FG rn rn rn o Io 1.009 EVC FS/LP FS BCR 1.00% D G FS FS FS 6 s 4 1 �v) 8.149° 1� 6.14% 1� 7 �•V. 10 /f/ REVISIONS: PREPARED UNDER SUPERVISION OF: SCALE: CITY OF LAKE ELSINORE QROfISSlLlpq� WILSON M I KA M ENGINEERING GEOLOGST., SOLrS ENGNEER OWNER e�©� �`�° C O R PO RAT►©N SHEET 1 G3SOILWORKS, INC. G3SOILWORKS, INC. CIVIC PARTNERS o S o M.wl DA DATE; PRECISE GRADING PLAN 350 FISCHER AVENUE 350 FISCHER AVENUE 7777 CENTER AVENUE RCE NO.49884 EXP.9-30-20 9 CORPORATE PARK,SUITE 100 T:949-679-DO90 y COSTA MESA, CA 92626 COSTA MESA, CA 92626 SUITE 230 No. 49884 THESE PLANS HAVE BEEN RENEW FOR COMPLIANCE WITH THE IRVINE,CA 92606 F: 949-679-0091 THE COTTAGES AT MISSION TRAIL T: (714) 668-5600 T: (714) 668-5600 HUNTINGTON BEACH, CA 92647 # ew.09 DD 2020 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE BENCHMARK: www.g3soilworks.com www.g3soilworks.com T: (714) 230-8000 MARK D "R0N "�R DATE LAWS AND A PERMIT CAN B ISSUED. RNERSEE BENOF CO N0.BM STREET AN, ME" TRAIL.BRASS WC IN E CENTER POSY 7MI NORTH OF"Y PARCEL 1 OF PARCEL MAP 37393 FIdE N0. J�- CNN. \ / INTERSECTION BE OF M NO. E-3 AND MISSION TRAIL 2R SS OF THE CONCRETE UNE OF MISSION TRAIL �p o DESIGNED BY: WMC DRAWN BY: WMC ( A�\\ DATE: Zp-I ��S of BEARuc: M�TV1l COURTS CENTERLNE OF CEREK SIREET,BEKYG N575748'W,8€iwEEN MONUMENTS 3 AND 4,W7NG THE CENTERLINE g G s,•� CHECKED BY: S.WILSON PROJECT MANAGER:S.WILSON IB RC 1 I E wnBSEcnoNs ram.srREEr a sroNEMAN s1REE1 AND Coo.STREET,w0 DDRYDDN srREEr. 9 1 l I N I . 3 : p u i 2 OR WE t t t a .. I : 1 61. l9OP I € : I If h n h nl - - j ttpp LF 7. • [ E I I 3 Y— :R : : - - , : I A�r�_T + - € I L - ( s s Ms k ! i 7. - _ _ � -� �. PROFILE � �- _ HORIZ. 1" - 40' i d I ...._�......., - VERT. 1" = 4' I RCP. 12 13 14 15 16 17 18 10 10 10 ,,,,,,,,,,,,,,,,,• -*- 20O0 D STORM -_= ... ....... TION . ....._ —... _ - -__ -- _......'r_u _,_ - 1 50 CONSTRUCT 18RCPV D-LOAD - _. — ._. — — _ ___. _ ...-... --�' _ -_ DING PER 12"x6"x6" TEE - 1 6 V �S7 RCFC&WCD STANDARD M815 $ -_ _.- -- -- % 7 1262 6 I TEE-' E- IN 57 ., F -/ ..—_-- ..- -------- - . 5 CONSTRUCT MANHOLE 1 PER RCFC&WCD STANDARD MH251 1NV"- -5 CONSTRUCT MODIFIED MANHOLE 11, WITHOUT MANHOLE SNAFf, PER - - 'N 5 57 n nn vN" • �' RCFC&WCD STANDARD MH251 g _ z_._.,,,_. .. ,Z 60 ,no"ao 1 g 5 g 9 m o� co lam 53 CONSTRUCT CATCH BASIN NO. 1 PER RCFC&WCD STANDARD CB100 .. C 1 T3 g • € - ,.�__ ( -• _ S- _ � _ u i °©o ."` NN MARKED "ONLY RAIN IN STORM DRAIN" WITH DAS MANUFACTURING 3"x 5 1�TALL�4" DURACAST STORM DRAIN MARKER -r 54 55 INSTALL HEADWALL AND WINGWALLS PER CAL TRANS STD. PLAN D85B ' - 2" PVC AND DETAIL A HEREON <; 5.4 S 6-D24 _ ^co 5fi INSTALL 114 TON RIP-RAP 27 FT DEEP AT DIMENSIONS SHOWN PER PIAN 12 _ - �i n 1 O— (' ) 53 INSTALL FITTING (TYPE AND SIZE PER PLAN) b 6O' 18' ,�i IN � It 5�� + �(� 58 INSTALL SLOPE ANCHOR PER DETAIL H ON SHEET 2 TALL 6" PVC pS- Q10 12"x6"CROSS 6-'.QO 12x1 x4"7 -10 0 51, m I 59 INSTALL r 1 x t ., _ 7 1 S - 4 i ', 1 60 INSTALL 4" PVC 57 �: 5 577+57.� INSTALL 12"xl2" BROOKS BOX WITH TRAFFIC RATED STEEL GRATE '• .r „ 7 I i , 261.6 1 I I r' 2 2.63�yy I .ram � �? � o i ' NE ,,,,,. 57 n w 0 34 1 4 1 $5'. 13 12 126" E € N n 19 45 61.2 IN-6 1 8 I - W 50 61 1 N • w I ', PER BROOKS PRODUCTS DETAIL N0. 1212CB N 5856 ��r �+ ,•t�; + �;' I. I � ; z'�� i MARKED "ONLY RAIN 1N STORM DRAIN" WITH DAS MANUFACTURING I m 0 S-4 3"x5 1�4" DURACAST STORM DRAIN MARKER 162 INSTALL IN-LINE COS UNIT(CONTECH STD CD5301O-6-C)PER �z 5 - � . 4 '.,. �5$ ' - 77 SZ _ I- TM7�: �w i54 DETAILS ON SHEET 17 1 "E N 't8 04"E fl3 IV75'1 4SS 7C75 Eby ' i 1225.50 TW 1 750 a*, IN RSEGTION # :..J� l1220.50.54 0 04 ;� 1 + 6 Q7 5 56 - 1' �� z W t s ...... ...... �9 z 50 r o o w' T� 33i o N jq o � ,_:�i•, '7 1 x TEE..: c) T e1 52 - ?+ + 51 z+o pog ,Ai "� . �ti g 51 N 5 r 7 2 0 1 1263.0 IEdV � s 2 it 6 5 TF VAN ` -� i , 1264.75 IN __ _ �t x ==` i, 45 I 0 t. x � GRAPHICSCALE LE CURVE TABLE w mMYW1 60 ea 1264.15 INV-6P r CURVE LENGTH RADIUS DELTA TANGENT I �72 _ 1262.1 1 t 1 g 6 75 159, _ _ 59 _ 1101 C1 39.77 22.50 '17'00 27.43 1 6100 1 C2 20.2.3 22.50 51'31'27" f0.86..- _ - IN FEW ,`.,.1 __s•.t_t1 ✓� ,f " _ 1 t Itnch= 40' ft. v620%9 REVISIONS: PREPARED UNDER SUPERVISIONOF: SCALE: WILSON MIKAM! CITY OF LAKE ELSINORE _ QRn4EssrTa o ENGINEERING GEOLOGISTS SOILS ENGINEER OWNER G3SOILWORKS, INC. G3SOILWORKS, INC. CIVIC PARTNERS �o < �OoM ' LSN DATE DATE: CORPORATION STORM DRAIN PLAN T 15 350 FISCHER AVENUE 350 FISCHER AVENUE 7777 CENTER AVENUE RCE N0.49664 EXP.9-30-20 9 CORPORATE PARK,SUITE 10 T.949-679-009 THE COTTAGES AT MISSION TRAIL y COSTA MESA, CA 92626 COSTA MESA, CA 92626 SUITE 230 No. 498&i THESE PLANS HAVE BEEN REVIEW FOR COMPLIANCE WITH THE IRViNE,CA 92606 F: 949-679-0091 OF R7 HUNTINGTON BEACH, CA 92647 is E P a/3o/zO20 * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE BEma1MARK: PARCEL 1 OF PARCEL MAP 37393 T: (714) 668-5600 T: (714) 668-5600 LAW AND A PERMIT CAN BE ISSUED. RIVERSIDE BENCwaK NO.SM E-3-70.ELEV 1279.829.rlRAss Dsc IN coNCRETE Posy 72• of'T FU Na MIRK D6CPoPIION BY APPR. DALE Jj Crva \Q'.. ,, / INIERSECTIDN OF CORYDON STREET AND MISSION TRAIL 27'EAST OF THE CENTERLINE OF MISSION TRAIL • www.g3soilworks.com www.g3soilworks.com T. (714) 230-8000 9j �IT11`✓/�� // Nas1,of BEARW STORM L A DESIGNED BY: WMC DRAWN BY: WMC C \ DATE: D— DENTERI-ME of CEREAL sTREEr,BEKdc N5252.4e,SEWN MONUMENTS 3 AND 4,9JNO THE CENTERLINE /y CHECKED BY: S.WILSON PROJECT MANAGER:S.WILSON 1 A ING I NGI INTERSEU ONO of cEREAI.SIR AND STONEMAN STREET AND CDOL.STREET AND CORmoN SIREEr. STA. 10'E•01.28 TO STA. TIf'S4.3Q (q 2$ •, 3 i I E I i h j i + fn Pi10P.TT_ __ftt__t_ _t___ ' - - m€ 1 1. iT I A 17 16. 4� - 1 # � I € 111+115.35 + 1 xP - i 1 I w ` _ 63.6 F. € .56. F[ ST.�54F. 85 97 F. {- _ _ l E 112139. 1 � 1.4:74 E _ 1 I l l V - 3 Irp, 14 -' 17 I I ; ly-- 1A I ( L ' I E , I , i I I d7 t 2 k 1 1 S -- i _.�_ � �.�� PROFILE - I HORIZ. 1" = 40' - - VERT. 1" = 4' 1 P 12 13 14 15 16 17 18 10 10 N _ VA18.0 CFS STORM DRAM CONSTRUCTION NOTES V i0.2 FPS 50 CONSTRUCT le RCP (D-LOAD PER PROFILE) & BEDDING PER j .RCFC&WCD STANDARD M815 o q 51 CONSTRUCT MANHOLE 11 PER RCFC&WCD STANDARD MH251 CONSTRUCT MODIFIED MANHOLE 11, WITHOUT MANHOLE SHAFT, PER STANDARD H N 6 701 =16' S9 I 7 x�"" 59 126�� 57 7 59 53 CONSTRUCT CATCH 84SINH251 NO. t PER RCFC&WCD STANDARD C8100 1 6095 I _ 60 1 MARKED "ONLY RAIN IN THE DRAIN" WITH OAS MANUFACTURING = 9 "6" TEE 4 ,. 6415' 6 =106 = "�, �� 3"x 5 1/4" DURACAST STORM DRAIN MARKER a 18" 54 z � u T 54 INSTALL 12" PVC Q fl� 55 INSTALL HEADWALL AND WINGWALLS PER CAL TRANS STD. PLAN 086B � � } AND DETAIL A HEREON 56 INSTALL 114 TON RIP-RAP 2.7 FT DEEP AT DIMENSIONS SHOWN PER PLAN u 53 S A. 6+ 4. 2/f �w� �z ,. 57 INSTALL FITTING (TYPE AND SIZE PER PLAN) 7. = 0" 1 `w INV-- ( 50 " > w ' - u INSTALL SLOPE ANCHOR PER DETAIL H ON SHEET 2 .�' 12 95 INV �� + 3. % xS" w a n z ti+ w �l 10 fl - L= ,' a ]2fi2.8 _��....._ m °p......... - * ^I^ 59 INSTALL 6" PVC f / j 5 N4'41'S6 4 �: g z INV I T - ' w ` ....� " g" r .I _ u n 60 INSTALL 4" PVC 56 / ST. 1 + `5 ifC '' a Q 52 z rn o ? _ = STA 5+28.17 ++ Fy _ 61 INSTALL 12"x12" BROOKS BOX WITH TRAFFIC RATED STEEL GRATE _ _-,� may_ 5 }2 51 n n o � 59 PER BROOKS PRODUCTS DETAIL NO 1212CB e O N75'18 E7 1' '04"E 1 =9 N757 z g....... "' - �� MARKED "ONLY RAIN IN THE DRAIN" WITH DAS MANUFACTURING a �50 3"x 5 1/4" DURACAST STORM DRAIN MARKER COS UNR(COMECN S1D CDS3020-6-C)PER L3 _ 17+ ,60 EC 57 DETAILS ON SHEET 17 _ . =z S- IN = _ 5Q .., N;.,•59 ` 7W c> I I I • 59 I 'I 'S8'S W �. m. i.`�- V 71 0 L=18'` ...1 , 1 .. RO$S 3 � t , lS Q10 5 o(pj., Cs, t22�.00 iF cuRVE TABLE ,' 1 '1 CRO �. 1 L " 6 I12 "C y' � 76�IN[x �L %VE LENGTH RADIUS DELTA TANG r V ' "• ' 1 6,, 57 9 57 CI 35.34 45.00 44'59'43" 18. ,, • _ 8.9 + ` 1 .1_9 ..1 > 1 ...:.;... .. , 12 .4.J.. ... . ..,:....... .6 .L 4 ,�' 7.0 z 17.97 tso.ao os2so6" ;`T 65/ - 59 1 1 10' 12 9.00 1W 4 N ' �� I r+ � -� �GZ ( � CJ 72.26 160.00 25'52'34" 3 7 i i'. �I M1/ - .__�..._.., 1 -; " I 1 �: 1 3! t. _s, , 1..�. ,. a ....._INV 't' i I;`1. - 7 s �':,� N ici'no `nallo 1224.00 w s'i2 k6 x x6 C SSA k x6"CUSS ._. x xSS `;3 x.x x6"CR�S .J 45`'83 ,. A ..._ _..... _ - .... I; ., a G 9 L 36' �2s1.es 1Nv-1z t mtv-1 9 zs1. s...1:v-12� g t2sr. 1N r " . �N4 ti� 60. IN-1 57 S 57 9 57 S r 57 S 0.05 5 ' GRAPHIC SCALE I- Q � �131V- 31V- 11. t 1 - L ! L 1 T 126 78 57 _ cy ey 9 fi' iN i 1 • 9 - - . S 0.05 V - - -- - 57 M t - - __ 5 V 5 (IN FE 1 �\ _._.�_. _...._......_...... _.. . ............ .........� -_... _ ~\ ":�.�'•,.";.. _.\ ,..� 1 inch 40'1ft REVISIONS: PREPARED UNDER SUPERVISION OF: SCALE: ess,o r W I L s o N M I KA M t CITY OF LAKE ELSINORE ENGNEERNG GEOLOGUP SOILS ENS OWrEf o __ i9 - c a R P o RA TI o w STC�FiM DRAIN PLAN SHEET 16 G RCE No.3SOILWORKS, INC. G3SOILWORKS, INC. CIVIC PARTNERS �� S TT . wI N A DATE: 3 350 FISCHER AVENUE 350 FISCHER AVENUE 7777 CENTER AVENUE 49884 EXP.9-30-20 s CORPORATE PARK,SUITE 100 T:949-679-0090 THE COTTAGES AT MISSION TRAIL 18 9 COSTA MESA, CA 92626 COSTA MESA, CA 92626 SUITE 230 NO. 49884 THESE PLANS HAVE BEEN REVIEW FOR COMPLIANCE WITH THE IRVINE,CA 92606 F: 949-679-0091 OF HUNTINGTON BEACH, CA 92647 - Ens 9/30/- >I-: APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE BENCHMARK: - PARCEL 1 OF PARCEL MAP 37M T. (714) 668-5600 T: (714) 666-5600 MARK DESCRIFIIDN BY APPR. DATE LAWS,AND A PER GAN BE SUED. RIVERSIDE BEN*IARK NO.BM E-3-70.ELEY 1279M9.BRAS$DW IN CDNCRETE POST 72'NDRM OF'T" www. 3soilworks.com www.g3soilworks.com T: 714 230-8000 cwa �� NTT SECT ON OF CORYDON STREET AND MISSION TRAIL.27'EAST Of THE CEH ENRdE of Mssa TRAIL 9 9 ( ) // MIS OF BARING: STORM DRAIN LINE 'B' FILE NO. DESIGNED BY: WMC DRAWN BY: WMC - DATE: Z(�-/ CENTERLNE OF CEREAL STREET,BEING N5Z52'48'W,BETWEEN MONIIMD4TS 3 AND 4,BEING THE CENTERLINE w CHECKED BY: S.WILSON PROJECT MANAGER:S.WILSON I NTERSECna+S of CEREAL STREET AND STOWAAN STREET AND CEREAL.STREET AND CORYDON STREET. �STA• 10+00.75 TO S'TA. 16}06.66 ,q- +'�w` &Ttlax®I9T$�1c2aS i9 1�15+ 99�I�F�� ¢� bll��g •,Ii 9g �gg��g1lpo��S,i{�gggfl$5�� ELI€ si ie€B dSEBt§e$`€536 m2V 4" mza"xa°_ FRAME AND COVER FRAME AND COVER INLET i OUTLET 1 mer�%� _FLU FLOW INLET 1 OUTLET 1 FLOW6�%, FLOW _ I s / SCREEN AND SUMP OPEN CE TER OF NG \ FRAME°xa' FIBERGLASS INLET, CENTER OF CDS STRUCTURE, \ F2RAME AND COVER FRAME AND COVER AND CYLINDER SCREEN AND SUMP OPENING 8 FIBERGLASS INLET, u AND CYLINDER STABILIZATION Q 001.0. STABILIZATIOPN m5l.p. COLLAR 0T-Y O.D. ,COLLAR 2 m7'-2"OA, + PLAN VIEW SECTION A-A PLAN VIEW SECTION A A 3 CONTRACTOR TO GROUT TO MATERIAL LIST(PROVIDED BY CONTOHI SITE DESIGN DATA _ _______ FINISHER GRADE CONTRACTOR TO GROUT TO MATERIAL UST IPROVDED BY CONTECHI STT DESIGN DATA COUNT DESCRIPTION INSTALLED BY W�ATE RQUAITY FLOW 1/1 CFS FINISHED GRADE COUNT DESCRIPTION INSTALLEDSY ER QUAITY FLOW 1 4100 maxon,TOG.x 2.25'SEP.SCREEN CONTECH i"CF3 RIM ELEV.:1286.39z __ __ RIM ELEV=t286.60 t T�OF STRUCTURE 1 FIBERGLASS INLET AND CYLINDER CONTECH PEAK fI-RATE 18.1 CFS _J = -- 1 FIBERGLASS FNLETAID CYLINDER _ CONTECH .PEAK FLOW RATE 18 CFS J ELEV.=7288.05 TO OFF STNUL�TURE 1 47M-1,TOAD.X 2.2S SEP,SCREEN CONTECH RETURN PERIODOF TBD p� � PEAK ELEV,=1268.00 RETURN PERIOD OF TBD O FLOW PEAK F OW N �I 1 CYLINDER EXTENSION CONTRACTOR I�Q Q ( I 1 CYUNDERE%TENSION COMPACTOR 1. F'Q DO g 1j 1 CYLINDER BRACE CONTRACTOR O U f- 0 I 1 CYLINDER SPACE CONTRACTOR 'ia�ihD O A I A 1 SEALANT FOR JOINT$(BY PRECASTER) CONTRACTOR Lu? A ( I A 1 SEALANT FOR JOINTS(BY PRECASTER) CONTRACTOR j 1 924"z 4-FRAME&COVER,EJ 600069,OR EQUIV. CONTRACTOR 0 1 024"4"FRAME&COVER,EJ&41600369,OR EDUIV, CONTRACTOR 0 FIBERGLASS I ? qq FIBERGLASS I Z d 2 x4°FRAME&COVER,EJN418102O1,OREQUIV. CONTRACTOR U F L{.I 6 SEPARATION 2 61Yn4"fRAMEBCOVER,EJN41810201,OR EOUIY. CONTRACTOR (,�H N I1.) SEPARATION CYLINDER CYLINDER&INLET I EXTENSION fT LQ Q J F' S CYLINDER&INLET CYLINDER b Q J F g O W(() EXTENSION O U g I GENERAL NOTES M(D Y GENERAL NOTES M(D X k It I 1.DONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. fn Q g�O I 1,CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. In CYLINDER 2.FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHT,PLEASE CONTACT YOUR CONTECH a/- I 'e 2FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHT,PLEASE CONTACT YOUR CONTECHSPACE ENGINEERED SOLUTIONS LLC REPRESENTATIVE.wuw.CmOechES.com U CYLINDER ENGINEEREDSOLUTIONS LTC REPRESENTATIVE.RR4'.COrle Smm rI I 3.CDS WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS 0 INLET 1 BRACE 31 CDC WATER QUALITY STRUCTURE$HALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTANED IN THIS Q - DRAWING CONTRACTOR TO CONFIRM STRUCTURE MEETS REQUIREMENTS OF PROJECT. U 018'RCP - DRAWING.CONTRACTOR TO CONFIRM STRUCTURE MEETS REQUIREMENTS OF PROJECT. (� INLET QUTLETI 4.STRUCTURE SHALL MEET AASHTO NS25 LOAD RATING,ASSUMING EARTH COVER OF P-2,AID GROUNDWATER ELEVATION AT,OR (m28"OPENING) OUTLETI 4.STRUCTURE SHALL MEETAASNTO HS25 LOAD RATtNG,ASSLIMING EARTH COVER OF O'-Y,AND GROUNDWATER ELEVATION AT:OR g OIW RCP ( I I 018"RCP BELOW,THE OUTLET PIPE INVERT ELEVATION.ENGINEER OF RECORD TO CONFIRM ACTUA GROUNDWATER ELEVATION.CASTINGS I I i 018°RCP INLET FIRE BELOW,THE OUTLET PIPE INVERT ELEVATION.ENGINEEROFRECORDTOCO FIRMACTUALGPOUNDWATERELEVATION.CASTINGS A INLET PIPE 1 4 e -L I LOW OPENR/G) INV.ELEV.-1252.24 SHALL MEET AASHTO M3 AND BE CAST WITH THE CONTECH LOGO. 2 7 .y§ (028'OPENING) L (028"OPENING) INV.ELEV.=125i.2B 5.f1 REQEUIRED,PVC HYDRAULLIIC HEART PLA SPLACD ON�AT BOTTOM OF SCREEN CYLINDER. u ?_ V 1 a 5.IF REQUIRED,PVC HYDRAULIC HEAR PLATE IS PLACED ON SHELF AT BOTTOM OF SORE€N CYLINDER. REMOVE AND REPLACE AS NECESSARY DURING MAITENANCE CLEANING. �� L R REMOVE AND REPLACE AS NECESSARY DURING MAINTENANCE CLEANING. d E _ gA CE B SECTIONS CONTAINING INTERNAL _ �k I§ $$$ SECTIONS CONTAINING INTERNAL I- 6.CDS STRUCTURE SHALL BE PRECAST CONCRETE CONFORMING TO ASTM C 78 AND AASHTO LOAD FACTOR DESIGN METHOD. �'£E g 9 6.CDS STRUCTURE SHALL BE PRECAST CONCRETE CONFORMING TO ASTM Ca78 AND PASHTO LOAD FACTOR DESIGN METHOD. q i COMOIMSARE DELIVERED EEf'I z§p COMPONENTS AREDEUVEREO INV.ELEV. Q8 I'p MECHANICALLY ATTACHED PERMANENT WV'E�'=1252.03 MECHANICALLY ATTACHEDPERMANENT 1250.99 INSTALLATION NOTES W3�g_ !ZI POOL c,n,. INSTALLATION NOTE& W '• Bi3 POOL ELEV. A.ANY BUS-BASE,BAGKFILL DEPTH,ANOIOR ANT4FLOTATION PROVISIONS ARE SRESPECIFIC DESIGN CONSIDERATIONS AND SHALL =R I OIL BAFFLE L A.ANYSUBN3A$E,OACKFILL DEPTH,ANDIOR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS ANDSHALL BE SPECIFIED BY ENGINEER OF RECORD. F-gel€, m BECPONTIRACTOR TO PFIEDBYENGIROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE COS MANHOLE r [ OIL BAFFLE B.CONTRACTOR i0 PROVIDE EQUIPMENT WITH SUFFICIENT LIFi1NGAN0 REACH CAPACITY TO LIFT AND SET THE COS MANHOLE V£ g. SEPARATINEERO RECORD. ON Z T I. STRUCTURE. q' SCREEN i� N STRUCTURE. Y SEPARATION C.CO NTRACTORTOINSTALLJOINTSEALANTBETWEENALLSTRUCTURESECNON$ANDASSEMBLESTRUCTURE. 31�zs a C.CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALLSTRUCTUR£3ECTI0115 AND ASSEMBLE STRUCTURESCREEN " D.CONTRACTOR TO PROVIDE,INSTALL,AND GROUT INLET AND OUTLET PIPE(SL MATCH PIPE INVERTS WITH ELEVATIONS HOWN.ALL 'AND_ �a IS? SOLIDS STORAGE L-- --'I 1 p.CONTRACTOR TO PROVIDE,INSTALL,AND GROUT INLET AND OUTi.ET PIPE(S).MATCH PIPE INVERTS WITH ELEVATIONS SHOWN.ALL PIPE CENTERLINES TO MATCH PIP£OPENING CENTERLINES. �\\_ 3 aL SUMP r PIPE CENTERLINES TO MATCH PIPE�ENING CENTERLINES. 1�} SOUDSSTDRAGE E.CONTRACTORTOTAKEAPPROPRIATEMEASURESTOASSUREUNMISWATERTIGHT,HOLDINGWATERTOFLOWLINEINVERT v,u `$ Qi liDTf7M E.CONTRACTOR TO TAKE APPROPRIATE MEASURES TO ASSURE UNIT IS WATER TIGHT,OLDNG WATER TO FLOWUNE INVERT SUMP I M MINIMUM,RISSUGGESTOTHATALLJOINTSBELOWPIPEINVERTSAREGROUTED. *E xu.e: g Irm7,2°-�i ELEV.=1245.8} MINIMUM.IT IS SUGGESTED THAT ALL JOINTS BELOW PIPE INVERTS ARE GROUTED. m mus- s ELEV-1244.57 �1v9er1$ 3r15•=r-6 �rueane ww=r-o" STRUCTURE WEIGHT *xLti: xm STRUCTURE WEIGHT : Mrz APPROXIMATE HEAVIEST RICK=16500 LBS. oF..RLH GHH ELEVATION VIEW APPROXIMATEHEAVIEST RICK=9500 LBS m RLH OU GHH ELEVATION VIEW STRUCTURE IS DELIVERED IN 5 PIECES m STRUCTURE IS DELIVERED IN 5 PIECES xax Lj IAYOUT4A 805463 aEau 20 MAX FOOTPRINT=OT-Y CONTECH PRECS m e E - PEECS MAX FOOTPRINT=mi'-Y CONTECH PROPOSAL LAYOUT4A 6Ds46e SEPx 10 PROPOSAL SewrPR8012T i I DRAWING PO FOGIS seer. 1 1 $ DRAWING 9020-8-FG13 ¢,. CDS UNIT'A' — STORM DRAIN LINE 'A' CDS Ui IT 7 — STORM PRO "W 3-d. ,� o/f REVISIONS: PREPARED UNDER SUPERVISION OF: SCALE: Esslo r WI L S O N M I KAM t CITY OF LAKE ELSINORE o ENGINEERING GEOLOGIST' SOILS ENGINEER OWNER <5_t5/9 o DnTE: CORPORATION STORM DRAIN PLAN MEET 17 G3SOILWORKS, INC. G3SOILWORKS, INC. CIVIC PARTNERS RCE NO.49884 EXP.9-30-20 9 CORPORATE PARK, SUITE 100 T: 949-679-0090 0 350 FISCHER AVENUE 350 FISCHER AVENUE 7777 CENTER AVENUE 1 THE COTTAGES AT MISSION TRAIL 1p s COSTA MESA, CA 92626 COSTA MESA, CA 92626 SUITE 230 No. 49884 THESE PLANS HAVE BEEN REVIEW FOR COMPLIANCE WITH THE IRVINE, CA 92606 F: 949-679-0091 p T. 714 668-5600 T: 714 668-5600 HUNTINGTON BEACH, CA 92647 * 9/30/2020 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE BENCHMARK: PARCEL 1 O PARCEL MAP 37M MARK DESCRVRON BY APRIL DATE P LAWS,AND A PERMIT CAN ISSUED. RIVERSIDE BENCNARK NO.8M E-3-70.ELEV 1279.829.BRASS DISC IN CONCRETE POST 72'NORTH OF•r www.g3soilworks.com www.g3so ex ilworks.com T: (714) 230-8000 r f CIVIL \� / INTERSECTION Or CORYDON STREET AND MISWN TRAIL 27'EAST OF TIE CENTERLNE OF MISSY TRAIL tsDi7 UNIT 'A' AND '®' DETAILS f2E NO.BASIS A DESIGNED BY: WMC DRAWN BY: WMC F X1f CA>ul" DATE: BE 6 —I CENTERLINE OF CENO:REAL STREET,LINO N5252'4R'W,RE'IWEEN MINIUM€NTS 3 AND 4,�ItK;THE CENTERLINE ,� �b*.' CHECKED BY: S.WILSON PROJECT MANAGER:S.WILSON EM N HABIB, RCE 8 rNTERBEcnoNS of cEREu siREEi AND STONEMAN siR€ET AND CEREAL siREEi Jw0 coRmrnN SiREEr. } r o , t, DlLE7-_,�62.4 1 NPDES / STORM WATER POLLUTION NOTES - - - - - - _ _ _ - 1 -- 1 1.THE DEVELOPER AND HIS CONTRACTOR ARE RESPONSIBLE FOR IMPLEMENTATION AND MAINTENANCE OF THE SWPPP-APPROVED, PRE-QUALIFIED BMP'S FROM THE CALIFORNIA STORM WATER QUALITY ASSOCIATION(CASQA) - - - - w0>t �21o.a I 12ro' 1 `{ ` HANDBOOK 1 WIEBSIIE FOR CONSTRUCTION TO RETAIN SEDIMENTS FROM AREAS DISTURBED ONSIIE TO THE MAXIMUM aw= vAc_ ww= PMJ= PM.= PAa= ,nw= PAo_ 2'Q Pao= 1 iaa9.9 CC11 EXTENT PRACTICABLE. THE EROSION CONTROL MEASURES INCLUDE THOSE SHOWN ON THIS PLAN AND APPLICABLE 1 I 262c 1267.2 129.3 f2697 1289.6 2692 r2sa IMU tt t t 1 ..... .... - .. ..... .._ .... _. 1 S 5 (E.G..t SWlPPP AS WELL A ANY ADDITIONAL EROSION CONTROL MEASURE HYDROSEEDING MULCHING OF i STRAW, GRAVEL-BAGGING DIVERSION DITCHES, RETENTION BASINS, ETC.) DICTATED BY FIELD CONDITIONS TO _ I 1267.3 = PAa= eon Pnn= I PAL= PAo= I Pee= Pee= Pee= m -- ``> ' 1 1 PREVENT EROSION AND/OR THE INTRODUCTION OF DIRT, MUD OR DEBRIS INTO EXISTING PUBLIC STREETS AND/OR za s xa 7 2�.3 2as.r am.i rases zag.a 128&2 aae.e ONTO ADJACENT PROPERTIES DURING ANY PHASE OF CONSTRUCTION OPERATIONS. INLET=1226.0 I i PAo= Pa°_ Pre= PAP= PAD® PAo=_ + v+n= ratr= cna= vu^ +tea 11 , li 2.STORM WATER POLLUTION PREVENTION PLAN (SW PPP) SHALL BE KEPT ON-SITE AND MADE AVAILABLE UPON I. 1267° 126"/.D iz6J.v rz9a'.s r25d.a FaaflB i2�.I rZEls �P2ti=8 1 ip80`,1 ssrai 20 ' REQUEST OF A REPRESENTATIVE OF THE REGIONAL WATER QUALITY CONTROL BOARD (RWQCB) - SANTA ANA sz�If `t REGION ND/OR THE CITY OF LAKE ELSINORE. 2 3.CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT AN ANTICIPATED STORM DOES NOT CARRY y9= :Rc= rM= Ppp= eTD= nw= a+n_ r'M= PAD- izs2.o tzs7.0 I PPBT.J rases I 12s9.s 2 r.s I izeac rzar.l I 126T.I 0 1 1 1 WASTES OR POLLUTANTS OFF THE SITE . DISCHARGES OF MATERIAL OTHER THAN STORM WATER (NON-STORM 21 p ig;g 1 tz�s , ` WATER) ARE PROHIBITED EXCEPT AS AUTHORIZED BY AN INDIVIDUAL NPDES PERMIT UNDER THE STATEWIDE -. �. 1 1sa9.'1 ` 1 N'� GENERAL PERMIT- CONSTRUCTION ACTIVITY. err 19 zo I 21_ n t i.0 uy.... , •a 1 1 4.POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO: SOLID OR LIQUID CHEMICAL SPILLS; - ., � WASTES FROM PAINTS, STAINS, SEALANTS SOLVENTS DETERGENTS GLUES LIME, PESTICIDES HERBICIDES, B - FERTILIZERS, WOOD PRESERVATIVES, AND ASBESTOS FIBERS, PAINT FLAKES OR STUCCO FRAGMENTS; FUELS, OILS jig 1 17 ` tt 1 LUBRICANTS, AND HYDRAUUC , RADIATOR OR BATTERY FLUIDS ; CONCRETE AND RELATED CUTTING OR.CURING i 1 --- --- ------- .-- ---- --- �"-�°-�` � WASTES R ENGINE/EQUIPMENT STEAM CLEANING OR CHEMICAL DEGREASING RESIDUES, FLOATABLE WASTES S ES FROM 1 -1 1 i °^0'1 `H+o i 122rac 41 i WASTES FROM STREET CLEANING; AND SUPER-CHLORINATED POTABLE WATER FROM LINE FLUSHING AND TESTING. PAo= Pao. Pa0= m. yw= raw= t, 1 1Ra9.7 t7ra' �_ 1 DURING CONSTRUCTION, DISPOSAL OF SUCH MATERIALS SHOULD OCCUR IN A SPECIFIED AND CONTROLLED 12a].s r2aso 126a2 I re�.4 129R9 I Imit I 12 •8 1 t , TEMPORARY AREA ON-SITE PHYSICALLY SEPARATED FROM POTENTIAL STORM WATER RUNOFF, WITH ULTIMATE DISPOSAL IN AL, STATE AND -- - - - - N ACCORDANCE HI 5.RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL 13E CONTAINED AT ATCONSTRUCTION SITE AND MUST NOT BE DISCHARGED TO RECEIVING WATERS OR THE LOCAL STORM DRAIN SYSTEM . I I I I PAo= I rw= Pro= I Tao= Tao= ( 12-= I r � -� ,�.- i � � 1 � 1 6.APPROPRIATE 8MPS FOR CONSTRUCTION-RELATED MATERIALS, WASTES, SPILLS OR RESIDUES SHALL BE r237.s raas.2 izae.E raes.s 1269.6 r2ae.a Ayy 1 IMPLEMENTED TO ELIMINATE OR REDUCE TRANSPORT FROM THE SITE TO STREETS , DRAINAGE FACILITIES, OR din 1 + + ADJOINING PROPERTIES BY WIND OR RUNOFF. - -I_ I--------------------- 1 --m _i -"-- �I ! 7.MATERIAL STORAGE AND STAGING AREAS SHALL BE ESTABLISHED . FUEL TANK, PORTABLE TOILETS, LIQUIDS,GELS T_ AND POWDERS SHALL HAVE SECONDARY CONTAINMENT AND BE STORED AWAY FROM ALL PRIVATE I PUBLIC STORM .. _ 20 � � I ,4 WATER CONVEYANCE SYSTEMS, SIDEWALKS,RIGHTS-OF-WAYS AND FLOW-LINES. MD 8.AL PORTABLE MIXERS SHALL HAVE PLASTIC LINERS UNDERNEATH WITH GRAVEL BAGS PLACES ON THE DOWN-HILL Tzars lzsac r2sa2 I rza9z rza9.s I raw.t I 1� 1 yag e1 z tt 1 i ` SIDE OF THE LINERS TO CONTAIN DISCHARGES. - I _ - - .......... - -I- �J ''t 11 t°zsa< i2ss t _ 1 1 9.CONTROLLED STREET WASHING CONTACTORS DRAINAGE IN BE ALLOWED PRIOR TO THE APPLICATION OF ASPHALT SEAL COATS AND -T l- j 1 n- 1 ALL CONSTRUCTION ONLY WHEN ALL CNN ACTORSENDTS ARE SUBCONTRACTORD PERSONNEL ARE TO BE MADE AWARE OF THE PAO= ra0" Pau= Pao= 0 I 9 rzar.l izaza I izaeo rzsaa 1zaaT izas.+ ___ ) ! _ _t - 1 1 1 OREQUIRED BMPS AND GOOD HOUSEKEEPING MEASURES FOR THE PROJECT SITE AND ANY ASSOCIATED CONSTRUCTION STAGING AREAS. 11.DISCHARGING CONTAMINATED GROUNDWATER PRODUCED BY DEINATERING GROUNDWATER THAT HAS INFILTRATED INTO THE CONSTRUCTION SITE IS PROHIBITED. DISCHARGING NON CONTAMINATED GROUNDWATER PRODUCED BY DE WATERING ACTIVITIES MAY REQUIRE A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT FROM THE REGIONAL WATER QUALITY CONTROL BOARD. 1 T WATER RUNOFF SHALL NOT DIRECTED OVERPERMANENT S - "- 2. STORM W U OFF 0 BE D EC D O ANY SLOPES WITHOUT DOWN DRAIN i PAn= PAo. PAp= 0 Pao. I rAn= aao= PAO= aan= PA0 21 eag= +>ro x1 PTza°>40 1 12ase INSTALLED. EROSION AND SEDIMENT CONTROLS INCLUDING MAINTENANCE ARE REQUIRED ON ALL EXPOSED SLOPES I I zs g zazt r26z4 a2ss3 12s9 rases I. zszo zszg 0 Trees ems$ ' ,2 M i UNTIL SUFFICIENT PERMANENT LANDSCAPING HAS BEEN ESTABLISHED. 100% SLOPE PROTECTION MUST BE IN - p - - - - - - - - 1 1 PLACE PRIOR TO THE ISSUANCE OF THE FINAL CERTIFICATE OF OCCUPANCY. Plo,,, RAO a _, PAO= ,,_ _ _ i t 13. VEGETATION CLEARING AND BRUSHING ACTIVITIES SHALL NOT BE INITIATED DURING THE WET SEASON ON ANY rzs2° '2642 rzeac 926e5 ra�.a izaaa 1289.P 1zaT.s R2ara +2s7s SITES WHICH ARE NOT ADEQUATELY PROTECTED WITH DESILTING BASINS O2 OTHER TEMPORARY DRAINAGE OR - = - - - - - - - + --'-�'� 1 4 t CONTROL MEASURES. PAo= 126 +�_ Pao Pao°' Pan_ _ I _ I PAD_ t, i 4 14. STOCKPILES OF SOIL SHALL BE PROPERLY SECURED NTH BMP'S TO EUMINATE OR REDUCE SEDIMENT tze2s t1eT.9 rasa Izws .2ra1 rases Tama �- lzaaz laag° i .e 'op s ' izm. , TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES OR ADJACENT PROPERTIES VIA RUNOFF, VEHICLE =- ra S 9a - 1z PAo° `! �- - - f , i2a9g 1 4 1 TRACKING OR WIND. STOCKPILES INACTIVE FOR A PERIOD OF 14 DAYS OR MORE SHALL BE COVERED; ACTIVE I I - - - - - - - � P,w_ � PA9_ Peg- pAg= -P.NJ= ,ag_ Phl m __ --. 1 W 1 'I, � ` STOCKPILES SHALL 8E COVERED PRIOR TO A FORECASTED RAIN. 1aerc 12674 12R3 izsa7 1=6 1259.T�fmg 12649 1257.7 r2se.R 201 1 ' 15. SPECIAL ATTENTION SHALL BE GIVEN TO PREPARATION AND INSTALLATION OF THE RAIN EVENT ACTION PLAN L - - -� (REAP) AS REQUIRED BASED ON SITE RISK LEVEL OR AS MANDATED BY THE SANTA ANA REGIONAL BOND NPDES zr PERMIT,GENERAL PERMIT-CONSTRUCTION ACTIVITIES. I l _ _ ' t ;t 1 16. AT THE END OF EACH DAY OF CONSTRUCTION ACTIVITY, ALL CONSTRUCTION DEBRIS AND WASTE MATERIALS - - _ - - - - - - - - - - - - -(- - _ �_^ _ 4 SHALL BE COLLECTED AND PROPERLY DISPOSED OF IN TRASH OR RECYCLE BINS. 17. THIS SITE HAS OBTAINED A NATIONAL POLLUTION PREVENTION ELIMINATION SYSTEM (NPDES) PERMIT TO \ ,d: ' REGULATE MUNICIPAL AND INDUSTRIAL STORM WATER DISCHARGES. W - NPDES WDID# 8 33C381729 DATE WDID ISSUED: 10/03/2017 EROSION CONTROL NOTES 16. THE UNDERSIGNED CIVIL ENGINEER, A QUALIFIED AND QSD WILL REVIEW PLACEMENT OF EROSION CONTROL AND INSURENTH AP ✓THAT WORK IS IN ACCORDANCE IIH THE APPROVED PLANS. 1. ALL EROSION CONTROL PLANS SHALL BE IN ACCORDANCE WITH CITY OF LAKE ELSINORE FIVE(5)DAY RAIN PROBABILITY FORECAST EXCEEDS FIFTY PERCENT(50%). GRAPHIC SCALE , ORDINANCE NOS. 529,772. 802,882, 1004, 1258 CONSTRUCTION SITE BEST MANAGEMENT 14. AFTER A RAINSTORM ALL PROJECT GENERATED SILT AND DEBRIS SHALL BE REMOVED FROM m o n 60 1. xm PRACTICES(BMP'S),AND STANDARDS OUTLINED WITHIN THE LAKE ELSINORE DESIGN MANUAL CHECK BERMS,ONSITE PUBLIC DRAINS AND PIPES, DRAINS AND PIPES OF ADJACENT PROPERTIES K . .N A TE 2. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE FOR ANY DISCHARGES BY SUBCONTRACTORS. AND DESILTING BASINS AND THE BASINS PUMPED DRY. ANY GRADED SLOPE BMP'S DAMAGED 3. IN CASE OF EMERGENCY,CALL DENNIS BOWMAN AT(619)855-8900(24-HOUR PHONE NUMBER). DURING A RAINSTORM SHALL ALSO BE IMMEDIATELY REPAIRED. FAILURE TO PROVIDE EFFECTIVE 1 IN FEET) 4. DEVICES TO REDUCE EROSION DAMAGE SHALL NOT BE PLACED MOVED OR MODIFIED WITHOUT THE MAINTENANCE MAY RESULT IN PENALTIES. 1 inch= 60 ft. APPROVAL OF THE DIRECTOR OF PUBLIC WORKS OR,IN AN EMERGENCY,BY THE PERSON 15. DISCHARGING OF CONTAMINATED SOILS VIA SURFACE EROSION IS PROHIBITED. / RESPONSIBLE FOR GRADING OPERATIONS. 16. CONSTRUCTION ACCESS POINTS SHALL BE STABILIZED WITH A COMBINATION OF ROCK AND SHAKER 5. AREAS THAT ARE CLEARED AND GRADED SHALL BE LIMITED TO ONLY THE PORTION OF THE SITE PLATES YEAR-ROUND TO PREVENT TRACK-OUT.ROUTINE STREET SWEEPING SHALL BE PERFORMED GRAVEL BAG(1 WIDE x 2 HRH) THAT IS NECESSARY FOR CONSTRUCTION. THE CONSTRUCTION SITE SHALL BE MANAGED TO ON ALL PAVED STREETS WHERE TRACKING IS OBSERVED.VACUUM SWEEPERS SHALL BE USED - MINIMIZE THE EXPOSURE TIME OF DISTURBED SOIL AREAS THROUGH PHASING AND SCHEDULING WHEN STREET SWEEPING BECOMES INEFFECTIVE. BURY BAG 1/2 BAG HEIGHT OF GRADING AND THE USE OF TEMPORARY AND PERMANENT SOIL STABILIZATION . FLOW 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 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 FEASIBLE AFTER SOIL LEGEND STAGGER BAGS DISTURBANCE AND WITHIN 7-DAYS OF COMPLETION. 7. FILL SLOPES AT THE TRACT PERIMETER MUST DRAIN AWAY FROM THE TOP OF THE SLOPE AT THE CONCLUSION OF EACH WORKING DAY. �000000- GRAVEL BAGS -t, 8. THE CONTRACTOR SHALL BE RESPONSIBLE AND HAVE SIGNS POSTED ON THE SITE TO WARN -'- -" AGAINST PUBLIC TRESPASS INTO AREAS WHERE WATER IS IMPOUNDED. DIRECTION OF OVERFLOW DRAINAGE FLOW GRAVEL /� /i �`p y t.1 9. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY /` GRAVEL BAGS (1 Yi DE X 2 HIGH) ENGINEER. 10. PLACEMENT OF DEVICES TO REDUCE EROSION DAMAGE WITHIN THE DEVELOPMENT SHALL BE H NOT TO SCALE SHOWN ON THE APPROVED PLAN. 11. DESILTING FACILITIES AT ALL DRAINAGE INLETS FOR THE GRADED SITE SHALL BE DESIGNED FOR A NOM TWENTY-FIVE (25)YEAR,SIX(6)HOUR STORM INTENSITY.THEY MUST BE DETAILED ON THE - PLANS. DESIGN AND SPECIFIC RECOMMENDATIONS SHALL BE SUBMITTED FOR THE FOLLOWING: CONTRACTOR TO MAINTAIN EXISTING SILT FENCE AND - a)DESILTING BASIN VOLUME BASED ON GRADIENT AND NATURE OF SOILS. GRAVELBAGS AT LIMIT OF WORK AND PROPERTY BOUNDARY. r mist Edge of��ovemen: b)THE EXTENT OF ALL GRADED AREAS AND IDENTIFICATION OF ANY TEMPORARY SOIL '� I STABILIZATION MEASURES. c)SIZE OF DESILTING BASIN OUTLET PIPE AND OVERFLOW. Flow - d)DIKE REQUIREMENTS. SHOW MINIMUM WALL WIDTH,SLOPE OF WALLS,PERCENT COMPACTION, i ETC. e)OUTLET CONDITIONS FROM THE DESILTING BASIN SHALL NOT EXCEED DOWNSTREAM LIMITATIONS, EROSION CONTROL CONSTRUCTION NOTES -� WITH THE EXCEPTION OF OVERFLOW, WHICH IS TO BE DESIGNED TO PROVIDE SpBa woy, i-bag nigh \�� Gravel bags CAPACITY OF 1.5 TIMES THE MAXIMUM DESIGN FLOW. 2-nags nigh 12.NECESSARY MATERIALS SHALL BE AVAILABLE ON-SITE AND AT CONVENIENT LOCATIONS TO 20 INSTALL GRAVEL64G ROW PER DETAIL'A'HEREON 8,730 LF FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES OR TO REPAIR ANY DAMAGED EROSION Y1 INSTALL CATCH BASIN INLET PROTECTION PER DETAIL'B'HEREON 5 E4 I, TYP. PROTECTION FOR INLET ON SUMP 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(NOAA). 22 DEWATERING PUMP(FOR REFERENCE ONLY-REFER TO ROUGH GRADING PUN FOR SPECS.) I EA D NOT TO SCALE 13. BMP'S SHALL BE MAINTAINED AND INSPECTED DAILY. ALL REMOVABLE PROTECTIVE EROSION CASQA SE-10 DRAIN INLET PROTECTION- TYPE 3 CONTROL DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE Q REVISIONS PREPARED UNDER SUPERVISION OF: SCALE: Essl wf L S®N M I KA M 1 CITY OF LAKE ELSINORE o ENGyNEERpVG COLOGiST SOILS ENCMEER' OWNER CORPORATION �^+p p G3SOILWORKS, INC. G3SOILWORKS, INC. CIVIC PARTNERS 4�t scaTr 3ATE 9 DATE: PRECISE ',. 9ADING PLAN SIEET 0 350 FISCHER AVENUE 350 FISCHER AVENUE 7777 CENTER AVENUE RCE No.49884 EXP.9-30-20 9 CORPORATE PARK,SUITE 106 7:949-679-0091 9 COSTA MESA, CA 92626 COSTA MESA, CA 92626 SUITE 230 No. 49884 THESE PLANS HAVE BEEN REVIEW FOR COMPLIANCE WITH THE IRVINE,CA 92606 F: 949-679-0097 THE COTTAGES AT MISSION TRAILOF T. 714 668-5600 T: 714 668-5600 HUNiiNGTON BEACH, CA 92647 ��d2e6g 7( APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE BENCHMARK: ( ( MARK DESCRIPTION gy AppN, DATE LAW AND A PERMIT BE ISSUED. RIVERSIDE BENCHARK NO.III E-3-70.ELEV 1279.829.BRASS DISC IN CONCRETE POST 72'NORTH OF'Y PARCEL 1 OF PARCEL MAP 37M FU Na www.g3soilworks.com www.g3soilworks.com T. (714) 230-8000 ff mmc 1 INTERSECTION OF CORYDON STREET AND MISSION TRAIL 27'FAST OF THE CENIEBtlNE OF MISSION TRAIL DESIGNED BY: WMC DRAWN BY: WMC CIS OF BEARING: EROSION CONTROL Q (T al`� DATE: I CENTERLINE OF CEREAL STREET,BEING N5752'41"W,BETWEEN MONUMENTS 3 AND 4,BEING TRW:CENTERLINE CHECKED BY: S.WILSON PROJECT MANAGER:S.WILSON 8 i5 INTERBEcnows of CERE;u STREET AND STONEMAN SiREtT AND CEREAL STREET Nw coRrOON STREET.