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962x_gr0 w z 0 w F-- Q w m z z 0 Q t- cn CD w m Lf w w z z w F- CD U� ae w 0 U w Q) Z GENERAL NOTES: 1 ALL GRADING SHALL CONFORM TO THE 2010 CALIFORNIA BUILDING CODE CHAPTERS 17, 18 & APPENDIX CHAPTER -J AS AMENDED BY ORD. 457. 2 ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION /GRADING. 3 ALL WORK UNDER THIS GRADING PERMIT SHALL BE LIMITED TO WORK WITHIN THE PROPERTY LINES. ALL WORK WITHIN THE ROAD RIGHT -OF -WAY WILL REQUIRE SEPARATE PLANS AND A SEPARATE REVIEW /APPROVAL (PERMIT) FROM THE TRANSPORTATION DEPARTMENT. 4 GRADING SHALL BE DONE UNDER THE SUPERVISION OF A SOILS ENGINEER IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION BY T.H.E. SOILS CO., INC. DATED APRIL 30, 2004. 5 COMPACTED FILL TO SUPPORT ANY STRUCTURES SHALL COMPLY WITH SECTION 1803.5. PROJECTS WITHOUT PRELIMINARY SOILS REPORT SHALL HAVE DETAILED SPECIFICATIONS SATISFYING THE REQUIREMENTS IN SECTION 1803.5 PREPARED BY THE EOR. 6 THE CONTRACTOR SHALL NOTIFY THE BUILDING AND SAFETY DEPARTMENT AT LEAST 24 HOURS IN ADVANCE TO REQUEST FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT, 7 THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT, TWO DAYS BEFORE DIGGING AT 1 CUT /FILLs 8 MAXIMUM CUT AND FILL SLOPE = 2:1. 9 NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL AND OTHER DELETERIOUS MATERIAL. FILLS SHOULD BE PLACED IN THIN LIFTS (8 -INCH MAX OR AS RECOMMENDED IN SOILS REPORT), COMPACTED AND TESTED AS GRADING PROCESS UNTIL FINAL GRADES ARE ATTAINED. ALL FILLS ON SLOPES STEEPER THAN 5 / A A NATURAL SOILFOR FULL THE A BENCH E UNDER AL THE E TOE Y MUST N BE B 10 FEET I WIDE F MIN, 10 THE SLOPE STABILITY FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT, OR SLOPES 11 NO ROCK OR SIMILAR IRREDUCIBLE VE RREDUCIBLEMATERIAL WITH F A C MAXIMUM O S DIAENSI O N GREATER THAN 12 INCHES SHALL BE BURIED OR PLACED IN FILLS CLOSER THAN 10 FEET TO THE FINISHED GRADE. 12 DRAINAGE ACROSS THE PROPERTY LINE SHALL NOT EXCEED THAT WHICH EXISTED PRIOR TO GRADING. EXCESS OR CONCENTRATED DRAINAGE SHALL BE CONTAINED ON SITE OR DIRECTED TO AN APPROVED DRAINAGE FACILITY. 13 PROVIDE A SLOPE INTERCEPTOR DRAIN ALONG THE TOP OF CUT SLOPES WHERE THE DRAINAGE PATH IS GREATER THAN 40 FEET TOWARDS THE CUT SLOPE. 15 P RO V IDE V H IGH BERM AL T HE GROUND IMMEDIATELY TOTHEBUILDI F S E H BUILDING FOUNDATION BE SLOPED THE AWAY WITH MIN. 5% FOR A MIN. DISTANCE OF 10 FEET. SWALES WITHIN 10 FEET FROM BUILDING SHALL HAVE 2% MINIMUM SLOPE. 16 NO OBSTRUCTION OF NATURAL WATER COURSES SHALL BE PERMITTED. 17 DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL (BEST MANAGEMENT PRACTICES, BMPS) SHALL BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES. 18 DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. 19 ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. 20 FOR SLOPES 3 TO 1 (H /V) OR STEEPER: ALL SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT, ARE REQUIRED TO BE PLANTED WITH GRASS OR ROSEA ICE PLANT (OR EQUAL) GROUND COVER AT A MAXIMUM SPACING OF 12" ON CENTER. SLOPES EXCEEDING 15' IN VERTICAL HEIGHT SHALL BE PLANTED WITH APPROVED SHRUBS NOT TO EXCEED 10' ON CENTER, OR TREES SPACED NOT TO EXCEED 20' ON CENTER OR SHRUBS NOT TO EXCEED 10', OR A COMBINATION OF SHRUBS AND TREES NOT TO EXCEED 15' IN ADDITION TO THE GRASS OR GROUND COVER. SLOPES THAT REQUIRE PLANTING SHALL BE PROVIDED WITH AN IN GROUND IRRIGATION SYSTEM EQUIPPED WITH AN APPROPRIATE BACKFLOW DEVICE PER U.P.C., CHAPTER 10. THE SLOPE PLANTING AND IRRIGATION SYSTEM SHALL BE INSTALLED PRIOR TO PRECISE GRADING FINAL. CO MPLETION 1 E ® F ® ARE FINAL COMPACTION REPORT /GRADING REPORT AND IT SHALL BE SUBMITTED FOR REVIEW AND APPROVAL. THE REPORT SHALL ALSO PROVIDE BUILDING FOUNDATION DESIGN PARAMETERS INCLUDING ALLOWABLE SOIL PRESSURES, EXPANSION INDEX AND REMEDIAL MEASURES IF EI>20, WATER SOLUBLE SULFATE CONTENT, CORROSIVITY AND REMEDIAL MEASURES IF NECESSARY. 22 EXCEPT FOR NON - TRACT SINGLE RESIDENTIAL LOT GRADING, THE COMPACTION REPORT SHALL S PECIA L INSPECT 23 A REGISTERED CIVIL ENGINEERSHALL R SUBMIT IOS LI OTHE BUILDING A AND SAFETY DEPAR MENT WRITTEN CERTIFICATION OF COMPLETION OF GRADING IN ACCORDANCE WITH THE APPROVED P CERTTIFICATIONSHAL TO LINCLUUDESLINE ,IGRADE,SSURFACEIDRAINAGE, ELEVATION, D AND LOCATION OF PERMITTED GRADING ON THE LOT. 1 VEGETATION SHALL BE MAINTAINED WITHIN 100 FEET AROUND ALL STRUCTURES PER RIVERSIDE COUNTY ORDINANCE 787.11 2 DRIVEWAY SURFACES SHALL BE CAPABLE OF SUPPORTING A 60,000 POUND GROSS VEHICLE WEIGHT OVER TWO AXLES. 3 DRIVEWAY NOT TO EXCEED 15% GRADE 4 MIN. 20 FOOT WIDE DRIVEWAY, MINIMUM DRIVEWAY CURVE RADIUS IS 38 FEET, BUILDINGSY SEPARATE PERMIT: 1 ALL INFORMATION AS SOCIA TED WITH BUILDINGS (INCLUDING SETBACKS AND FF ELEVATIONS) IS FOR REFERENCE ONLY AND THE APPROVAL OF THIS GRADING PLAN DOES NOT INCLUDE ANY PROVISIONS ASSOCIATED WITH BUILDINGS. W TRANSPORTATION DEPT. NOTE: THE ENGINEER WHO PREPARED AND SIGNED THIS GRADING PLANS HAS VERIFIED THAT ALL a INFORMATION ON THE DRAWINGS IS CONSISTENT WITH THE STORM DRAIN PLANS APPROVED OR CLEARED a TO GRADE BY THE RIVERSIDE COUNTY FLOOD CONTROL DISTRICT DATED tHE o STREET PLANS APPROVED OR CLEARED TO GRADE BY THE TRANSPORTATION DEPARTMENT IP# /3.00 DATED AND APPROVED TENTATIVF TRACT MAP Tniri iin Tnr_ rnninTr71.11 ENGINEER'S NOTE: Q 0 1 CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF COSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL cn PERSONS AND PROPERTY; THAT IS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE z OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION o WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIENCE OF THE OWNER OR THE ENGINEER. w 2 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE �? PLANS WERE OBTAINED BY DILIGENT SEARCH OF ALL AVAILABLE RECORDS. THE CONTRACTOR IS a REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN AND ANY a OTHER LINES OR STRUCTURES SHOWN OR NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR = THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. w v z � � o o _ z NOTE: o WORK CONTAINED WITHIN THESE PLANS /VANVAAAMVWWW o SHALL NOT COMMENCE UNTIL AN DIAL TWO WORKING ENCROACHMENT PERMIT AND /OR A Q BEFORE 0 AYS BEFORE GRADING PERMIT HAS BEEN ISSUED. YOU DIG YOU DIG w _ TOLL FREE The private engineer signing these plans is responsible for assuring the accuracy 1 — 800 - 227 - 2600 and acceptability of the design hereon. In the event of discrepancies arising A PUBLIC SERVICE BY after county approval or Bunn t t' a RP �L EASEMENT NOTES: Qi EASEMENT FOR PUBLIC ROAD, UTILITY AND SERVICE USES PER INSTR. NO. 33647, RECORDED MARCH 16, 1978 Z EASEMENT FOR ROADWAY, PUBLIC UTILITY AND EQUESTRIAN PURPOSES PER INSTR. NO. 133483, RECORDED MARCH 15, 1981 0 EASEMENT FOR WATERLINE PURPOSE, INGRESS /EGRESS TO WATERLINE PER INSTR. NO. 08- 337166 RE- STATED PER INSTR. NO. 2009- 0250898 Ae PROPOSED EASEMENT FOR STORM DRAIN PURPOSE �i PER - -_ -__ PROPOSED EASEMENT FOR DRAINAGE PURPOSE PER________ �- \ Ic LIMITS OF GRADINIG y u7 SOILS ENGINEER• SWPPP ESPO] sOUTHSHORE TESTING & ENVIRONMENTAL BIZHAN FAZELI 23811 WASHINGTON AVE, STE C110, #112 43089 BUSINESS PARK DRIVE MURRIETA, CA 92562 TEMECULA, CA 92590 FAX: PH: 951 - 239 -3008 PH: 951 - 699 -9911- 24 HR EMAIL: : 95 ss.testing@ool.com t esting®aol.com FAX: 951 - 676 -7799 s .t EMAIL: bj@bjgd.com rl48 ° 52 �� r� \� 4 I 9 11 6; O � z j A7 AREA OF AVOIDANCE/ _ CONSTRAINT AREA (RIPARIAN /RIVERINE) w \ 0o T rrlr,�rl f it W ar °m I I �T T�,1\iL 18-18 F �, AM, 300K 113/ 12- � - 1`�> ,A r /rl j �rl l Ar, AND VJ1NErYAr,D / ® LIMITS O F GRADING zT WEDDING /T T 1 4JQ --J i - LAWN I[ / // I c� 'ti LIMITS OF GRADING 6 I ILTRATI9N '( BAS /� 02'22 "W 1129. w • Q 0 KEYWAYS WINERY \ AN APPROVED SOIL STERILIZER SHALL BE USED ON ALL SUB GRADE SURFACES o ® \ PRIOR TO PLACEMENT OF PAVING. 4. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING AND SHALL BE APPLIED � AT A RATE OF 0.05 GALLONS PER SQUARE YARD, ASPHALT EMULSION SHALL \ �� g,4f CONFORM TO SECTION 37, 39 AND 94 OF THE STANDARD SPECIFICATIONS. 5. THE CONTRACTOR SHALL APPLY TO THE RIVERSIDE C OUNTY O DEPARTMENT FOR AN ENCROACHMENT PERMIT FOR ALL WORK WITHIN T RIGHT -OF -WAY. s 6.i ALL PAVING INSPECTIONS WILL BE PERFORMED BY SPECIAL INSPECTORS HIRED BY OWNER. TWO INSPECTIONS ARE REQUIRED. INSPECTION # 1: INSPECTION AT THE COMPLETION OF THE BASE COURSE. INSPECTION # 2: INSPECTION WHEN T HE 5 AC AN CONCRETE ARE PLACED. \:_, 7. A COMPACTION REPORT BY A GEOTECHNICAL ENGINEER SHALL C E R TIFY \ „ \ UNDER AC IS COMPACTED TO 95 % RELATIVE DENSIT" AND 90%RELATIVE DENSITY O \ UNDER THE CONCRETE.THIS INCLUDES TRENCHES FOR U -TIES UNDER THE PAVING 0 1 `1 AREA. PRIOR TO THE INSTALLATION OF THE AC OR CONCRETE, THE GEOTECHNICAL ENGINEER SHALL PROVIDE THE CONTRACTOR WITH WRITTEN CERTIFICATION THAT THE BASE IS PROPERLY INSTALLED AND ADEQUATE TO SUPPORT THE AC, CONCRETE, AND INTENDED LOADS. � IR AE � 11 r� W A 8. IF THE PRELIMINARY SOILS REPORT DOES NOT SPECIFY A PAVING SECTION; THE �7 , , STRUCTURAL SECTION SHALL BE THREE INCHES ASPHALT CONCRETE AND FOUR Ari� �� J &.4 E. ---� - p ' ±, INCHES CLASS IT AGGREGATE BASES. E-4 E E-4 ,� 1 �� 0 Pl�l1r f I J 9. PRIOR TO REQUESTING A BUILDING FINAL INSPECTION, THE CONTRACTOR SHALL W W W r� rl PROVIDE A COPY OF SPECIAL INSPECTION REPORT #1 AND THE GEOTECHNICAL r r SS, v PIM3 f J 6 1 'Q �f rf \j J J W w INDEX MAP ENGINEER'S CERTIFICATION TO THE BUILDING AND SAFETY GRADING COUNTER FOR xy F� Frl PI / J , r ru t REVIEW AND APPROVAL X111 \1r YA ,D J � � h+i � x f �- j l t� A / VII \ 1 _ f AP,DJ r�l \1D ALE; . THE GRADING STAFF WILL CLEAR THE CONDITIONS OF U1 L� SC 11 -�0 rr \, 1 ° 't t� APPROVAL ALLOWING THE BUILDING FINAL INSPECTION. ESTIMATED I NPDES NOTES: STORM DRAIN CONSTRUCTION NOTES QUANTITIES: 1. CONSTRUCTION SITE BEST MANAGEMENT PRACTICES (BMPS) FOR THE MANAGEMENT OF STORM WATER 11. APPROPRIATE BMPS FOR CONSTRUCTION- RELATED % ® BE IMPLEMENTED INSTALL 6" HOPE PIPE, 1% MINIMUM GRADE UNLESS OTHERWISE NOTED AND NON - THE SITES DISCHARGES SHALL BE DOCUMENTED ON THE GRADING PLAN WHICH THEREBY D TO ELIMINATE OR REDUCE TRANSPO ERIALS, WASTES, SPILLS OR RESIDUES SHAL� ' "' 600 LF BECOMES THE SITE STORM WATER POLLUTION PREVENTION PLAN (SWPPP). ARRANGEMENTS SHALL BE FACILITIES, OR ADJOINING PROPERTIES BY WIND OR R © INSTALL 12" HOPE PIPE, GRADE AS SHOWN IN DATA TABLE ON SHEET 5 460 LF THE SITE TO STREETS, DRAINAGE �� MADE BY THE DEVELOPER TO RETAIN THE SWPPP ON THE JOBSITE THROUGHOUT THE TIME OF 12. ALL CONSTRUCTION CONTACTORS AND SUBCONTRACTOR PERSONNEL ARE TO BE MADE AWARE OF THE @ INSTALL 24" HOPE PIPE, GRADE AS SHOWN IN DATA TABLE ON SHEET 5 85 LF CONSTRUCTION. THE IMPLEMENTATION AND MAINTENANCE OF SITE BMPS IS REQUIRED TO MINIMIZE REQUIRED BMPS AND GOOD HOUSEKEEPING MEASURES FOR THE PROJECT SITE AND ANY ASSOCIATED StOE © CONSTRUCT DROP .INLET PER RCFC STD 5 EA CB110 JOBSITE EROSION AND SEDIMENTATION. CERTAIN BMPS MAY BE REQUIRED TO REMAIN IN PLACE CONSTRUCTION STAGING AREAS. THROUGHOUT THE YEAR TO MINIMIZE EROSION AND SEDIMENTATION. ARRANGEMENTS SHALL BE MADE 13. DISCH �� INSTALL % 8" AD� L)NE DRAIN (OR EQUAL) W/ DOME GRATE 12 EA BY THE DEVELOPER TO MAINTAIN THOSE BMPS THROUGHOUT THE TIME OF CONSTRUCTION. INFILTRATED INTO THE CONSTRUCTION SITE IS PROHIBITED. DISCHARGING OF CONTAMINATED OOU'N� NT FET1 /� CONST U41 (NLETSTRUCTURE PER DETAIL ON SHEEP 5 2. EROSION CONTROL BMPS SHALL BE IMPLEMENTED AND MAINTAINED IZE THE ENTRAINMENT SOILS VIA SURFACE EROSION IS ALSO PROHIBITED. DISCHARGING NONCONTAMINATED GROUNDWAA PNP (/' G0 T SINGLE HEADWALL PER OF SOIL IN RUNOFF FROM DISTURBED SOIL AREAS ON CONSTRUCTI TO MINIM ON SITES. PRODUCED BY DEWATERING ACTIVITIES MAY REQUIRE A NATIONAL POLLUTANT DISCHARGE �I� ®tNI�O e 1 EA B CALTRANS STD D89 3 EA 3. EROSION CONTROL BMPS SHALL BE IMPLEMENTED AND MAINTAINED TO MINIMIZE THE ENTRh;iNMENT ELIMINATION SYSTEM (NPDES) PERMIT FROM THE REGIONAL WATER QUALITY CONTROL BOARD. Pp O OF SOIL IN RUNOFF FROM DISTURBED SOIL AREAS ON CONSTRUCTION SITES. P RO ( L el 0 1 S0 36 "X12" 45' WYE SADDLE BRANCH 1 EA 4. SEDIMENT CONTROL BMPS SHALL BE IMPLEMENTED AND MAINTAINS TO MINIMIZE THE TRANSPORT OF PREDICTED STORM M AINTAINE DN AT F A LLO T I MES. IN ADDITION, BMPS SHALL BE INSPECTED PRIOR T( NI ON�. ha'a °y�e\at + coR tcL os�h fisetof 14 SOIL FROM THE CONSTRUCTION SITE. Jt��o iP � se a�p of o � Rty haw i+ nR, ESTIMATE T 5. GRADING SHALL BE PHASED TO LIMIT THE AMOUNT OF DISTURBED AREAS EXPOSED TO THE EXTENT 15 MATERIALS SHALL O COLLE O CTED N AND U PROPERLY T DISPOSED L OF C I O N S TRASH I OR RECYCLE�BINSASTE ppem't1°Ugn.00" t -'oc L+ ' STRUC1ION NOTES UANT ITIEISJ FEASIBLE. cRep w+3 +c e �tR° 6. AREAS THAT ARE CLEARED AND GRADED SHALL BE LIMITED TO ONLY THE PORTION OF THE SITE *PLACE 3" AC PAVING OVER 6" AGGREGATE BASE THAT IS NECESSARY FOR CONSTRUCTION. THE CONSTRUCTION SITE SHALL BE MANAGED TO MINIMIZE 7,100 SF THE EXPOSURE TIME OF DISTURBED SOIL AREAS THROUGH PHASING AND SCHEDULING OF GRADING LEGAL DESCRIPTION: R ERT1 9 CAL CE OF TOPO: 4,100 SF 2O *PLACE 6' P.C.C. PAVING OVER COMPACTED NATIVE ** 500 SF AND THE USE OF TEMPORARY AND PERMANENT SOIL STABILIZATION. LEGEND: Q3 *PLACE 4" P.C.C. SIDEWALK OVER COMPACTED NATIVE ** 7. ONCE DISTURBED, SLOPES (TEMPORARY OR PERMANENT) SHALL BE STABILIZED IF THEY WILL NOT BOOKE113/12 -M3 18183, P.M. 0/22/2009 DJIG ES 07/15/ BE WORKED WITHIN 21 DAYS. DURING THE STORM SEASON, ALL SLOPES SHALL BE STABILIZED 2010 FF FINISHED FLOOR ELEVATION O INSTALL 6" C.F. TYPE 'D' CURB PER COUNTY STD. 204 450 LF PRIOR TO A PREDICTED STORM EVENT. CONSTRUCTION SITES SHALL BE REVEGETATED AS EARLY AS PAD PAD ELEVATION Q7 INSTALL 0" C.F. TYPE 'D' CURB PER COUNTY STD. 204 35 LF FEASIBLE AFTER SOIL DISTURBANCE. UANTITIES HP HIGH POINT ESTIMATED EARTHWORK ® 8. STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO ELIMINATE OR REDUCE SEDIMENT -- LP LOW POINT INSTALL 3 -(0" TO 6 ") C.F. TRANSITION 2 EA RUNOFF, VEHICLE TRACKING, OR WIND. TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES OR ADJACENT PROPERTIES VIA CUT FILL GB GRADE BREAK CONSTRUCT RETAINING WALL, COLOR AND FINISH PER ARCHITECTS SIZE 4152 LF 9. CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT A STORM DOES NOT CARRY PRECISE GRADING PHASE I FLOW LINE PLAN, BY SEPERATE PERMIT WASTES OR POLLUTANTS OFF THE SITE. DISCHARGES OTHER THAN STORMWATER (NON STORMWATER DISCHARGES) ARE PROHIBITED, EXCEPT AS AUTHORIZED BY AN INDIVIDUAL NPDES PERMIT, THE NOT STATEWIDE LIMITED TO: SOLID OR PER CHEMICAL SPILLS ; STAINS, SEALANTS, PRESERVATIVVES, AND T ASBESTOS FIBERS , PAINT IFFLAKESEORISTUCCO , FERTILIZERS, WOOD FRAGMENTS; FUELS, OILS LUBRICANTS, AND HYDRAULIC, RADIATOR OR BATTERY FLUIDS; CONCRETE AND RELATED CUTTING OR CHEMICAL WASTES WFROMSSTREETECLEANMING; AND ENGINE WATER FROM LINE FLUSHING AND TESTING. DURING CONSTRUCTION, DISPOSAL OF SUCH MATERIALS SHOULD OCCUR IN A SPECIFIED AND CONTROLLED TEMPORARY AREA ON -SITE PHYSICALLY SEPARATED FROM POTENTIAL STORMWAT INF ILTRATION BASIN APPLICANT & 0 ER: D� \ FAZELI VINEYARDS, LLC \ 43089 BUSINE TEMECULA, CAS92590K DRIVE PRE — GRADING /PRE — CONSTRUCTI NOTE: 0 PH: 951 699 -9911 FAX: 951- 676 -7799 A PRE - GRADING /PRE - CONSTRUCTION MEETING AND SITE INSPECTION SHALL BE 0 EMAIL: bj@bjgd.com ARRANGED FOR BY THE SITE DEVELOPER PRIOR TO COMMENCING GRADING OPERATIONS. THOSE PARTIES 200 OX =A 1 700 REQUIRED TO ATTEND THE PRE - CONSTRUCTION MEETING SHALL INCLUDE BUT ARE NOT LIMITED TO THE DEVELOPER, PROJECT 14 SH RINKAGE SUPERINTENDENT, ENGINEER OF N CONTRACT THE 300 \ CONTRACTOR. REPRESENTING DEPAARTM ENTOF A BU U ILDING N AAND G SAAFETTY U SHALL I BE THE 6500 GRADING PLAN - CHECKER AND /OR GRADING INSPECTOR. THE FOCUS OF THE vj \ PRE - CONSTRUCTION MEETING SHALL BE TO DISCUSS THI- VARIOUS ASPECTS AND 6 2:1 RESPONSI OF THE GRADING PROJECT AND TO PROVIDE AN APPROXIMATE TIMETABLE FOR THE COMPLETION OF ROUGH GRADING. FOR 2�0 INSTALL OVERSIDE DRAIN PER COUNTY STD. 306 ,ARRANGE A PRE - GRADING/ PRE CONSTRUCTION MEETING BY CALLING -- (1450) -- EXISTING CONTOUR THE DISTRICT OFFICE RESPONSIBLE FOR PROVIDING YOUR GRADING AND BUILDING INSPECTIONS. INSTALL FACING CLASS RIP RAP PER DETAIL ON SHEET 4 1 EA PAVING NOTES: \ ® 1. MINIMUM PARKING LOT GRADE SHALL BE 1 %. o \A \ 2. MINIMUM GRADE FOR RIBBON DRAINS SHALL BE 035% 3 \ AN APPROVED SOIL STERILIZER SHALL BE USED ON ALL SUB GRADE SURFACES o ® \ PRIOR TO PLACEMENT OF PAVING. 4. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING AND SHALL BE APPLIED � AT A RATE OF 0.05 GALLONS PER SQUARE YARD, ASPHALT EMULSION SHALL \ �� g,4f CONFORM TO SECTION 37, 39 AND 94 OF THE STANDARD SPECIFICATIONS. 5. THE CONTRACTOR SHALL APPLY TO THE RIVERSIDE C OUNTY O DEPARTMENT FOR AN ENCROACHMENT PERMIT FOR ALL WORK WITHIN T RIGHT -OF -WAY. s 6.i ALL PAVING INSPECTIONS WILL BE PERFORMED BY SPECIAL INSPECTORS HIRED BY OWNER. TWO INSPECTIONS ARE REQUIRED. INSPECTION # 1: INSPECTION AT THE COMPLETION OF THE BASE COURSE. INSPECTION # 2: INSPECTION WHEN T HE 5 AC AN CONCRETE ARE PLACED. \:_, 7. A COMPACTION REPORT BY A GEOTECHNICAL ENGINEER SHALL C E R TIFY \ „ \ UNDER AC IS COMPACTED TO 95 % RELATIVE DENSIT" AND 90%RELATIVE DENSITY O \ UNDER THE CONCRETE.THIS INCLUDES TRENCHES FOR U -TIES UNDER THE PAVING 0 1 `1 AREA. PRIOR TO THE INSTALLATION OF THE AC OR CONCRETE, THE GEOTECHNICAL ENGINEER SHALL PROVIDE THE CONTRACTOR WITH WRITTEN CERTIFICATION THAT THE BASE IS PROPERLY INSTALLED AND ADEQUATE TO SUPPORT THE AC, CONCRETE, AND INTENDED LOADS. � IR AE � 11 r� W A 8. IF THE PRELIMINARY SOILS REPORT DOES NOT SPECIFY A PAVING SECTION; THE �7 , , STRUCTURAL SECTION SHALL BE THREE INCHES ASPHALT CONCRETE AND FOUR Ari� �� J &.4 E. ---� - p ' ±, INCHES CLASS IT AGGREGATE BASES. E-4 E E-4 ,� 1 �� 0 Pl�l1r f I J 9. PRIOR TO REQUESTING A BUILDING FINAL INSPECTION, THE CONTRACTOR SHALL W W W r� rl PROVIDE A COPY OF SPECIAL INSPECTION REPORT #1 AND THE GEOTECHNICAL r r SS, v PIM3 f J 6 1 'Q �f rf \j J J W w INDEX MAP ENGINEER'S CERTIFICATION TO THE BUILDING AND SAFETY GRADING COUNTER FOR xy F� Frl PI / J , r ru t REVIEW AND APPROVAL X111 \1r YA ,D J � � h+i � x f �- j l t� A / VII \ 1 _ f AP,DJ r�l \1D ALE; . THE GRADING STAFF WILL CLEAR THE CONDITIONS OF U1 L� SC 11 -�0 rr \, 1 ° 't t� APPROVAL ALLOWING THE BUILDING FINAL INSPECTION. ESTIMATED I NPDES NOTES: STORM DRAIN CONSTRUCTION NOTES QUANTITIES: 1. CONSTRUCTION SITE BEST MANAGEMENT PRACTICES (BMPS) FOR THE MANAGEMENT OF STORM WATER 11. APPROPRIATE BMPS FOR CONSTRUCTION- RELATED % ® BE IMPLEMENTED INSTALL 6" HOPE PIPE, 1% MINIMUM GRADE UNLESS OTHERWISE NOTED AND NON - THE SITES DISCHARGES SHALL BE DOCUMENTED ON THE GRADING PLAN WHICH THEREBY D TO ELIMINATE OR REDUCE TRANSPO ERIALS, WASTES, SPILLS OR RESIDUES SHAL� ' "' 600 LF BECOMES THE SITE STORM WATER POLLUTION PREVENTION PLAN (SWPPP). ARRANGEMENTS SHALL BE FACILITIES, OR ADJOINING PROPERTIES BY WIND OR R © INSTALL 12" HOPE PIPE, GRADE AS SHOWN IN DATA TABLE ON SHEET 5 460 LF THE SITE TO STREETS, DRAINAGE �� MADE BY THE DEVELOPER TO RETAIN THE SWPPP ON THE JOBSITE THROUGHOUT THE TIME OF 12. ALL CONSTRUCTION CONTACTORS AND SUBCONTRACTOR PERSONNEL ARE TO BE MADE AWARE OF THE @ INSTALL 24" HOPE PIPE, GRADE AS SHOWN IN DATA TABLE ON SHEET 5 85 LF CONSTRUCTION. THE IMPLEMENTATION AND MAINTENANCE OF SITE BMPS IS REQUIRED TO MINIMIZE REQUIRED BMPS AND GOOD HOUSEKEEPING MEASURES FOR THE PROJECT SITE AND ANY ASSOCIATED StOE © CONSTRUCT DROP .INLET PER RCFC STD 5 EA CB110 JOBSITE EROSION AND SEDIMENTATION. CERTAIN BMPS MAY BE REQUIRED TO REMAIN IN PLACE CONSTRUCTION STAGING AREAS. THROUGHOUT THE YEAR TO MINIMIZE EROSION AND SEDIMENTATION. ARRANGEMENTS SHALL BE MADE 13. DISCH �� INSTALL % 8" AD� L)NE DRAIN (OR EQUAL) W/ DOME GRATE 12 EA BY THE DEVELOPER TO MAINTAIN THOSE BMPS THROUGHOUT THE TIME OF CONSTRUCTION. INFILTRATED INTO THE CONSTRUCTION SITE IS PROHIBITED. DISCHARGING OF CONTAMINATED OOU'N� NT FET1 /� CONST U41 (NLETSTRUCTURE PER DETAIL ON SHEEP 5 2. EROSION CONTROL BMPS SHALL BE IMPLEMENTED AND MAINTAINED IZE THE ENTRAINMENT SOILS VIA SURFACE EROSION IS ALSO PROHIBITED. DISCHARGING NONCONTAMINATED GROUNDWAA PNP (/' G0 T SINGLE HEADWALL PER OF SOIL IN RUNOFF FROM DISTURBED SOIL AREAS ON CONSTRUCTI TO MINIM ON SITES. PRODUCED BY DEWATERING ACTIVITIES MAY REQUIRE A NATIONAL POLLUTANT DISCHARGE �I� ®tNI�O e 1 EA B CALTRANS STD D89 3 EA 3. EROSION CONTROL BMPS SHALL BE IMPLEMENTED AND MAINTAINED TO MINIMIZE THE ENTRh;iNMENT ELIMINATION SYSTEM (NPDES) PERMIT FROM THE REGIONAL WATER QUALITY CONTROL BOARD. Pp O OF SOIL IN RUNOFF FROM DISTURBED SOIL AREAS ON CONSTRUCTION SITES. P RO ( L el 0 1 S0 36 "X12" 45' WYE SADDLE BRANCH 1 EA 4. SEDIMENT CONTROL BMPS SHALL BE IMPLEMENTED AND MAINTAINS TO MINIMIZE THE TRANSPORT OF PREDICTED STORM M AINTAINE DN AT F A LLO T I MES. IN ADDITION, BMPS SHALL BE INSPECTED PRIOR T( NI ON�. ha'a °y�e\at + coR tcL os�h fisetof 14 SOIL FROM THE CONSTRUCTION SITE. Jt��o iP � se a�p of o � Rty haw i+ nR, ESTIMATE T 5. GRADING SHALL BE PHASED TO LIMIT THE AMOUNT OF DISTURBED AREAS EXPOSED TO THE EXTENT 15 MATERIALS SHALL O COLLE O CTED N AND U PROPERLY T DISPOSED L OF C I O N S TRASH I OR RECYCLE�BINSASTE ppem't1°Ugn.00" t -'oc L+ ' STRUC1ION NOTES UANT ITIEISJ FEASIBLE. cRep w+3 +c e �tR° 6. AREAS THAT ARE CLEARED AND GRADED SHALL BE LIMITED TO ONLY THE PORTION OF THE SITE *PLACE 3" AC PAVING OVER 6" AGGREGATE BASE THAT IS NECESSARY FOR CONSTRUCTION. THE CONSTRUCTION SITE SHALL BE MANAGED TO MINIMIZE 7,100 SF THE EXPOSURE TIME OF DISTURBED SOIL AREAS THROUGH PHASING AND SCHEDULING OF GRADING LEGAL DESCRIPTION: R ERT1 9 CAL CE OF TOPO: 4,100 SF 2O *PLACE 6' P.C.C. PAVING OVER COMPACTED NATIVE ** 500 SF AND THE USE OF TEMPORARY AND PERMANENT SOIL STABILIZATION. LEGEND: Q3 *PLACE 4" P.C.C. SIDEWALK OVER COMPACTED NATIVE ** 7. ONCE DISTURBED, SLOPES (TEMPORARY OR PERMANENT) SHALL BE STABILIZED IF THEY WILL NOT BOOKE113/12 -M3 18183, P.M. 0/22/2009 DJIG ES 07/15/ BE WORKED WITHIN 21 DAYS. DURING THE STORM SEASON, ALL SLOPES SHALL BE STABILIZED 2010 FF FINISHED FLOOR ELEVATION O INSTALL 6" C.F. TYPE 'D' CURB PER COUNTY STD. 204 450 LF PRIOR TO A PREDICTED STORM EVENT. CONSTRUCTION SITES SHALL BE REVEGETATED AS EARLY AS PAD PAD ELEVATION Q7 INSTALL 0" C.F. TYPE 'D' CURB PER COUNTY STD. 204 35 LF FEASIBLE AFTER SOIL DISTURBANCE. UANTITIES HP HIGH POINT ESTIMATED EARTHWORK ® 8. STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO ELIMINATE OR REDUCE SEDIMENT -- LP LOW POINT INSTALL 3 -(0" TO 6 ") C.F. TRANSITION 2 EA RUNOFF, VEHICLE TRACKING, OR WIND. TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES OR ADJACENT PROPERTIES VIA CUT FILL GB GRADE BREAK CONSTRUCT RETAINING WALL, COLOR AND FINISH PER ARCHITECTS SIZE 4152 LF 9. CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT A STORM DOES NOT CARRY PRECISE GRADING PHASE I FLOW LINE PLAN, BY SEPERATE PERMIT WASTES OR POLLUTANTS OFF THE SITE. DISCHARGES OTHER THAN STORMWATER (NON STORMWATER DISCHARGES) ARE PROHIBITED, EXCEPT AS AUTHORIZED BY AN INDIVIDUAL NPDES PERMIT, THE NOT STATEWIDE LIMITED TO: SOLID OR PER CHEMICAL SPILLS ; STAINS, SEALANTS, PRESERVATIVVES, AND T ASBESTOS FIBERS , PAINT IFFLAKESEORISTUCCO , FERTILIZERS, WOOD FRAGMENTS; FUELS, OILS LUBRICANTS, AND HYDRAULIC, RADIATOR OR BATTERY FLUIDS; CONCRETE AND RELATED CUTTING OR CHEMICAL WASTES WFROMSSTREETECLEANMING; AND ENGINE WATER FROM LINE FLUSHING AND TESTING. DURING CONSTRUCTION, DISPOSAL OF SUCH MATERIALS SHOULD OCCUR IN A SPECIFIED AND CONTROLLED TEMPORARY AREA ON -SITE PHYSICALLY SEPARATED FROM POTENTIAL STORMWAT INF ILTRATION BASIN 1170 580 5570 200 LOWE PARKING LOT 137 180 TEMP. BARROW PI _ 3200 0 SUBSIDE 0.01 FEET N/A 0 OVEREXCAVATION(PAD) 3 FEET 200 200 OX =A 1 700 EXISTING GROUND 14 SH RINKAGE 5 % N/A 300 TOT 6500 6500 IF FG FINISHED SURFACE FINISHED GRADE 10 CONSTRUCT TRASH ENCLOSURE PER ARCHITECTURAL SITE PLAN 1 EA TW TOP OF WALL 11 CONSTRUCT INFILTRATION TRENCH PER DETAIL ON SHEET 4 TF S.T. TOP OF FOOTING SEPTIC TANK 1© INSTALL DETECTABLE WARNING SURFACE PER APWA STD. 111 -3, NOTE 8 900 LF 70 SF EG EXISTING GROUND 14 CONSTRUCT 30" WIDE P.C.C. V -DfTCH PER DETAIL ON SHEET 2 130 LF Ck CENTERLINE 16 INSTALL CURB DRAINAGE OPENING PER DETAIL ON SHEET 2 R PROPERTY LINE 16 CONSTRUCT 36" WIDE P.C.C. DOWN DRAIN PER DETAIL ON SHEET 4 1 EA 2:1 SLOPE (AS NOTED) 2�0 INSTALL OVERSIDE DRAIN PER COUNTY STD. 306 145 LF -- (1450) -- EXISTING CONTOUR 21 INSTALL FACING CLASS RIP RAP PER DETAIL ON SHEET 4 1 EA — 1450 — CUT PROPOSED ELEVATION ® INSTALL ACCESSIBLE HAND RAILING PER ARCHITECTURAL SITE PLANS 500 SF R CONSTRUCT STAIRS /STEPS PER ARCHITECTURAL SITE P RUNOFF, WITH ULTIMATE DISPOSAL IN ACCORDANCE WITH BALANCE — °® CUT /FILL LINE ® PLANS 150 LF LOCAL, STATE AND FEDERAL REQUIREMENTS. FILL N/A 10. RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED AT CONSTRUCTION SITE AND GRAVEL BAG CHECK BERM * PAVEMENT DESIGN VALUES PER SOILS ENGINEER'S REPORT, TO BE MUST NOT BE DISCHARGED TO RECEIVING WATERS OR THE LOCAL STORM DRAIN SYSTEM. x CONFIRMED DURING EARTHWORK AND APPROVED BY COUNTY PRIOR TO — — X — X SILT FENCE PAVING ** REFER TO ARCHITECT'S SITE PLAN FOR COLOR AND FINISH SEAL- ENGINEER DISTITRRFTI AAFA 9 r,* An Q UNDERGROUND SERVICE ALERT p g cansrucion, the private engineer shall be MARK BY DATE es onsible for ng on acceptable solution and revising the plans for o royal b the determini county. ENGINEER REVISIONS APP R. DATE COUNTY TEM�C�i�T�a� COUNTY OF RIVERSIDE INU. U 33C 367850. E1qGHNE �7y}7 E v7� � �y�yv c f� � vr� PRECISE GRADING PLAN CONB�SJJJaJSd` N 1 S, I IN ( '• PREPARED FOR: LAND PLANNING, CIVIL ENGINEERING, CONSTRUCTION CONSULTANTS PLOT PLAN NO. 24771, AMD NO 2 ; PR P E ! Y: 29377 RANCHO CALIFORNIA RD, STE. 202, TEMECULA, CA 92591 37320 DE PORTOLA ROAD, TEMECULA 92592 BENCHM OF 6 2 TELEPHONE 951 - 676 - 1018 * FACSIMILE 951 - 676 - 2294 * APN: 927 640 - 004 ll �`' 3 SCALE: As sHOwN ARK sD —s - 11 TITLE SLIEST BGR No. Y D. T N, P.E. DATE 3" DIA ALUMINUM DISK N0. 4398 DATE: 08/14/2013 EL: 1264.70 FOR: FAZELI VINEYARDS, LLC JN 09.940.02 130149 ws LI C WJT 96 PC cS 7 NO SCALE [BLE PERS THOMAS BROTHERS GUIDE \� \ \ T.8S, R.1., S JJ 9 F5, MAP PAGE 960, F5, 2006 EDITION IP 0 FUTURE NG LOT 15.5' 62' FUTURE PARK SECTION C -C SCALE: 1 " =20' (EXIST DRIVEWAY -\-rte \99.46 �2_w FGA v . I , 0 �.. t % ,2� , 85) �,A I'_ a ;'�'��Cf•0 i __.. ,,i`�t w_�� ,It lFl( .: " � r�,�- � ' �, �,� �,� � '. / T'�' � - -�, �� �� •,., ✓ h to 0 2° EX �a "\ IS 6" GMP � ` 1 1 3 U r. � `PROTECT IN PLACE / .� 1 6 , „ FG:' p 94 24 v fi L l}.. i ^ 1 �C Win z.2L 1. 1 : \, p LIMITS OF 1 v s- \ ; Lt . / GRADING . l T: 94 .'75 : t ,t I" fl STORM DRAIN CONSTRUCTION NOTES "..... '* J .' j ' f z �J r : E fir ,; / SEME N OTE S : / ,1 0� �A �A INSTALL 6" HDPE PIPE, 1% MINIMUM GRADE UNLESS OTHERWISE NOTED + / �L �r i , ' � ` i9 / ! J Qj EASEMENT FOR PUBLIC ROAD, UTILITY AND SERVICE USES PER INSTR. N0. 33647, RECORDED MARCH © INSTALL 12" HDPE PIPE, GRADE AS SHOWN IN DATA TABLE ON SHEET 5 16, 1978 © INSTALL 24" HDPE PIPE, GRADE AS SHOWN IN DATA TABLE ON SHEET 5 18 ' �2 EASEMENT FOR ROADWAY, PUBLIC UTILITY AND 0 1`1,3,20)- � � r� � f' fi � �� � EQUESTRIAN PURPOSES PER INSTR. No. 133483, @ CONSTRUCT DROP INLET PER RCFC STD C6110 C� Y / RECORDED MARCH 15, 1981 E(� INSTALL 8" ADS INLINE DRAIN (OR EQUAL) W/ DOME GRATE / \ \ ', / I A6 PROPOSED EASEMENT FOR STORM DRAIN PURPOSE PER - _ ---- CONSTRUCT INLET STRUCTURE PER DETAIL ON SHEET 5 (131 5�' - t © CONSTRUCT SINGLE HEADWALL PER CALTRANS STD D89 , w x �-' D o 1 F GDED S�4A�E � f j i ( „; � , INSTALL CMP 36 "X12" 45' WYE SADDLE BRANCH ti f 0 F ° _ CONSTRUCTION NOTES to *PLACE 3" AC PAVING OVER 6" AGGREGATE BASE SLOPE / 21 98.00 [ Q2 *PLACE 6" P.C.C. PAVING OVER COMPACTED NATIVE ** ... 2 . 1 FIL e � *PLACE 4" P.C.C. SIDEWALK OVER COMPACTED NATIVE ** INSTALL 6" C.F. TYPE 'D' CURB PER COUNTY STD. 204 98.00 ,`.° ' I INSTALL 0" C.F. TYPE 'D' CURB PER COUNTY STD. 204 ` �.i FL 21>_ >r� _ - T [ 1 1 INSTALL 3' -(0" TO 6 C.F. TRANSITION 0 1 1 �9 CONSTRUCT RETAINING WALL, COLOR AND FINISH PER ARCHITECTS SITE - TEMPORARY BORROW PIT _ ) , T , 1 �' . ( 0� PLAN, BY SEPERATE PERMIT ; 10 CONSTRUCT TRASH ENCLOSURE TO BE REMOVED Di + l N; LOSURE PER ARCHITECTURAL SITE PLAN X p / SUBS PHASES ;' � I � F 11 CONSTRUCT INFILTRATION TRENCH PER DETAIL ON SHEET 4 FUTURE -BL-DG A' r -- ..! I ', T.! I l I ; 13 INSTALL DETECTABLE WARNING SURFACE PER APWA STD. 111 -3 NOTE 8 \ Q,00 1 .77 CFS 1 4 CONSTRUCT � CT 30" WIDE P.C.C. PCV DIT CH P O ER DETAIL ON SHEET 2 \ v r 97.22 96 .35 F , 16 R D FL INSTALL CURB D = o AINAGE OPENING PER DETAIL ON SHEET 2 r % t 3 � x 4 .vS s'' 8 S CON T Q RUCT 36" WIDE P.C.C. DOWN DRAIN PER DETAIL ON SHEET 4 ® INSTALL OVER I 0 S DE DRAIN PER COUNTY STD. 306 / 21 INSTALL FACING CLASS RIP RAP PER DETAIL ON SHEET 4 2: 1 SLOPE P . r - -. INSTALL LL A CCES I S BLE HAND D RAI LING PER y , � b- � --i►- � ,��... f ,�- R- 71 , � t ARCHITECTURAL SITE PLANS CONSTRUCT STAIRS /STEPS PER ARCHITECTURAL SITE P 1` LANS t o * PAVEMENT DESIGN VALUES PER SOILS ENGINEER'S REPORT, TO BE 1 FUTURE '° FG / 4t, 30 CONFIRMED DURING EARTHWORK AND APPROVED BY COUNTY PRIOR TO PAVING ' ,tW F w.K,, PARKING LOT---., ELI REFER TO ARCHITECTS SITE PLAN FOR COLOR AND FINI r SH Z. 02 9.7.1 � A"I" �W. i j L'°, ", \ } :i .. I �.�� i � i ��(\ '\ ` v (i .. J L1'/,%,)":1 , , / \\ \. N / / o p , s I { k t _ THICK CONCRE � W /6614 a� I: l �`Y31 ! _ ._ _- i I xx.x1.4 N G Ia z F �� \ / LIMNS OF - _ k'.< 1 '° `..` t '" ..� . ,, ,. 1 ` ! a .- _ _ .. WELDED WIRE MESH /�'' r 129b ..� 7 GRA ING - I Q Q GF t d 87.418 11 LLI �^ r ✓;!. ti hT 1 y,1�9 4% >4 87-92 tr�1 LL 88 , .0 y \ EXIST VINEYARD 85.61 0_ FG 7.14.7 F PROTEST IN PLACE~ v / �,� 1``y" i ¢ i >?,"� •'� - / i [� e' g . "j' ,..- F `, ( I ;� I 85 r 4 56.45 W 89. `` ' r i l : ( l� 1/ Fr f i ' & o pp 7 , ^ ° x44 FG I LL� ✓ I , , t i ,' FUTURE T \ 3 _ / - 1 € 6 � 7. r r / EXIST LLB nit 1 I i �,• a cv . PK NCa L�T C r r / 1 a 1 < r Pi FEC� '1N CP Pt AAC1 ' ` J 25 i I s.. Y e _ �1 1 �. / � L AR I 18 , 71 -`� (EXIST TRA 85.60 £LED j ` ,c _ i f :21 t _ MY) �,. / , t / I 5 18TC 0 2 s I FL .. �� 20 0 20 40 60 Q X a I T TYPE X LET PROTECT l t 3 e N PLA I T� ss.,so / 'a S� / �l I b� 1 " J I ' T f a Opp �`� �s' ! GRAPHIC SCALE / 4 s . � � / \ ,'`� t 1\ t _.. RETAINING WALL NOTE: 6 is l l o 1 _. ff h,IT /� r rl� I ALL RETAINING WALLS SHOWN ARET ;z'T ARE ` /r � TO PER SEPARATE PERMIT AND SHOWN FOR REFERENCE ONLY. I ry gam,, 1`Y d 16 YvJ L 1315} , f w r y I 1 \ Lt w _ tN MATCHLINE- SEE SHEET 4 -- _ , . � w o ° 62' 38.6' RETAINING WALL PER PARKING LOT w co� SEPARATE PERMIT m o GB GB z a \\ \ 5 U \ 1`\y 1.0%0 1 5 z SURFACE i \ ! \ \ // 14 \jam 4 5% + Oq 2: 1 SLP /X yew rvviv' v/ ` /r wv/ v it rev w = w z SECTION A -A ~ O _ SCALE: 1 " =20' O z NOTE: ° M�wv�M WORK CONTAINED WITHIN THESE PLANS 0 0 SHALL NOT COMMENCE UNTIL AN N DIAL TWO WORKING Q BEFORE AYS BEFORE ENCROACHMENT PERMIT AND /OR A v GRADING PERMIT HAS BEEN ISSUED. ��« _ o YOU DIG YOU DIG U > The private engineer signing these plans is responsible for assuring the accuracy z ° TOLL FREE 1 -800- 227 -2600 and acceptability o f the design hereon. In the event of discrepancies arising A PUBLIC SERVICE BY after county approval or during construction, the private engineer shall be MARK BY DATE C1 ¢ UNDERGROUND SERVICE ALERT responsible for determining an acceptable solution and revising the plans for a roval b the count . _ ENGINEER 82'f WEDDING LAWN RETAINING WALL PER 21'1 SEPARATE PERMIT- REVISIONS APPR.1 DATE COUNTY �/>7 C1 LLB 12.23FS 2 1 20 r13iQ} W 24" OPENING 6" CURB FACE 0" CURB < FACE t 30" WIDE CONIC CURD" DRAINAGE OPENING DRAIN INTERCEPTOR DR SCALE: NTS INTERCEPTOR 1 16 SCALE: NTS 14 OF RNA JI SEE SHEET 3 FOR CONTINUA TION gU1LflIPl PR pvEO 'C Emr-JINEEHum(r. TEMECU14A (130 v+ LLB JS a /-mod V LS S, HMO. U/ e LAND PLANNING, CIVIL ENGINEERING, CONSTRUCTION CONSULTANTS PR ED 29377 RANCHO CALIFORNIA RD, STE. 202, TEMECULA, CA 92591 * TELEPHONE 951- 676 -1018 * FACSIMILE 951 - 676 -2294 ll� 3 SCALE: AS !:l BENCHMARK: SD -6 -11 S LEY D. TO E. DA E 3" DIA ALUMINUM DISK R.C.E. NO. 39821 DATE: 08/14/2013 EL: 1264.70 AP WED g 1.l. C3 DATE strued to be a REVIE CAB R so is set of riot I ani of �prov31 of then f approval !1` county lation laws. Th permltfor, ora f Cuntil comPletlon e Provisions V iht on the j e kep COUNTY OF L RSIDE SHEET NO. PRECISE GRADING PLAN 2 PREPARED FOR: PLOT PLAN NO. 24771, AMD NO 2 37320 DE PORTOLA ROAD, TEMECULA 92592 OF 6 APN: 927- 640 -004 PRECISE GRADING PLAN BGR NO. FOR: FAZELI VINEYARDS, LLC JN 09.940.02 130129 9 Zx SEAL- ENGINEER