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953o_grF, F GEN AL HOTFS 1. ALL GRADING SWILL CONFORM TO THE 2007 CALIFORNIA BUILDING CODE CHAPTERS 17, 18 do 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 SWILL 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 KRAZAN do ASSOC. INC. DATED DECEMBER 7, 2005. 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 1-800-422-4133. CUf/FlLL 8. MAXIMUM CUT OR FILL SLOPES = 2:1. 9. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND WAS 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 TO 1 (H/V) AND A HEIGHT GREATER THAN 5 FEET SHALL BE KEYED AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. THE BENCH UNDER THE TOE MUST BE 10 FEET WIDE MIN. 10, THE SLOPE STABILITY FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT, OR SLOPES STEEPER THAN 2:1 MUST BE VERIFIED WITH A FACTOR OF SAFETY OF AT LEAST 1.5. 11. NO ROCK OR SIMILAR IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER THAN 12 INCHES SHALL BE BURIED OR PLACED IN FILLS CLOSER THAN 10 FEET TO THE RNISHED GRADE. DR�.iiNA ,F AND ,EROSIQWW f COWRQL 12. DRAINAGE ACROSS THE PROPERTY LINE SWILL 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 TWW 40 FEET TOWARDS THE CUT SLOPE. 14. PROVIDE 5' WIDE BY 1' HIGH BERM ALONG THE TOP OF ALL FILL SLOPES STEEPER THAN 3:1. 15. THE GROUND IMMEDIATELY ADJACENT TO THE BUILDING FOUNDATION SHALL BE SLOPED AWAY WITH 5% MIN. FOR A MIN, DISTANCE OF 10 HORIZONTAL FEET. SWALES WITHIN 10 FEET FROM BUILDING SHALL HAVE 2X 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, BMP's SHALL BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ENT PROPERTIES. 18. DUST SWILL 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 SLQPES3TO 1 (U&j 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 It 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 SFWl 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 COMPMN OF WORK 21. A REGISTERED CML ENGINEER SHALL PREPARE 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, CORROSMTY AND REMEDIAL MEASURES IF NECESSARY. 22. EXCEPT FOR NON -TRACT SINGLE RESIDENTIAL LOT GRADING, THE COMPACTION REPORT SHALL INCLUDE THE SPECIAL INSPECTION VERIFICATIONS LISTED IN TABLE 1704.7 OF 2007 CBC. 23. A REGISTERED CML ENGINEER SHALL SUBMIT TO THE BUILDING AND SAFETY DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO REQUESTING INSPECTION AND ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL INCLUDE LINE GRADE, SURFACE DRAINAGE, ELEVATION, AND LOCATION OF PERMITTED GRADING ON THE LOT. PRIVATE ENGIN OS NOTICE TO CONIRACTORt THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTUI WERE OBTAINED BY SEARCH OF THE AVAILABLE RECORDS. THESE LOCATIONS ARE CONFIRMED BY THE CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES SHOWN AND ANY I NOT SHOWN ON THESE PLANS. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COI JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCL( AND PROPERTY: THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY Ah NORMAL WORKING HOURS AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEF( DESIGN PROFESSIONAL iWiLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE Sf PROFESSIONAL. NPDES 1, CONSTRUCTION SITE BEST MANAGEMENT PRACTICES (BMPS) FOR THE MANAGEMENT OF STORM WATER AND NON-STORMWATER DISCHARGES SHALL BE DOCUMENTED ON THE GRADING PLAN WHICH THEREBY BECOMES THE SITE STORM WATER POLLUTION PREVENTION PLAN (SWPPP). ARRANGEMENTS SHALL BE MADE BY THE DEVELOPER TO RETAIN THE SWPPP ON THE JOBSITE THROUGHOUT THE TIME OF CONSTRUCTION. THE IMPLEMENTATION AND MAINTENANCE OF SITE BMPS IS REQUIRED TO MINIMIZE JOBSITE EROSION AND SEDIMENTATION. CERTAIN BMPS MAY BE REQUIRED TO REMAIN IN PLACE THROUGHOUT THE YEAR TO MINIMIZE EROSION AND SEDIMENTATION. ARRANGEMENTS SHALL BE MADE BY THE DEVELOPER TO MAINTAIN THOSE BMPS THROUGHOUT THE TIME OF CONSTRUCTION. 2, EROSION CONTROL BMPS SHALL BE IMPLEMENTED AND MAINTAINED TO MINIMIZE THE ENTRAINMENT OF SOIL IN RUNOFF FROM DISTURBED SOIL AREAS ON CONSTRUCTION SITES. 3, SEDIMENT CONTROL BMPS SHALL. BE IMPLEMENTED AND MAINTAINED TO MINIMIZE THE TRANSPORT OF SOIL FROM THE CONSTRUCTION SITE. 4, GRADING SHALL BE PHASED TO LIMIT THE AMOUNT OF DISTURBED AREAS TO THE EXTENT FEASIBLE. 5, AREAS THAT ARE CLEARED AND GRADED SHALL BE LIMITED TO ONLY THE PORTION OF THE SITE THAT IS NECESSARY FOR CONSTRUCTION. THE CONSTRUCTION SITE SHALL BE MANAGED TO MINIMIZE THE EXPOSURE TIME OF DISTURBED SOIL AREAS THROUGH PHASING AND SCHEDULING OF GRADING AND THE USE OF TEMPORARY AND PERMANENT SOIL STABILIZATION. 6. ONCE DISTURBED, SLOPES (TEMPORARY OR PERMANENT) SHALL BE STABILIZED IF THEY WILL NOT BE WORKED WITHIN 21 DAYS. DURING THE STORM SEASON, ALL SLOPES SWILL BE STABILIZED PRIOR TO A PREDICTED STORM EVENT. CONSTRUCTION SITES SHALL BE REVEGETATED AS EARLY AS FEASIBLE AFTER SOIL DISTURBANCE. 7, STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO ELIMINATE OR REDUCE SEDIMENT TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES OR ADJACENT PROPERTIES VIA RUNOFF, VEHICLE TRACKING, OR WIND. 5, CONSTRUCTION SITE SHALT. BE MAINTAINED IN SUCH A CONDITION THAT A STORM DOES NOT CARRY WASTES OR POLLUTANTS OFF THE SITE. DISCHARGE OTHER THAN STORMWATER (NON-STORMWATER DISCHARGES) ARE PROHIBITED, EXCEPT AS AUTHORIZED BY AN INDIVIDUAL NPDES PERMIT, THE STATEWIDE GENERAL PERMIT -CONSTRUCTION ACTIVITY, POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO SOLID OR LIQUID CHEMICAL SPILLS; WASTES FROM PAINTS, STAINS, SEALANTS, SOLVENTS, DETERGENTS, GLUE, LIME, PESTICIDES, FERTILIZERS, WOOD PRESERVATIVES, AND ASBESTOS FIBERS, PAINT FLAKES OR STUCCO FRAGMENTS, FUELS, OILS LUBRICANTS, AND HYDRAULIC, RADIATOR OR BATTERY FLUIDS; CONCRETE AND RELATED CUTTING OR CURING RESIDUES; FLOATABLE WASTES; WASTES FROM ENGINE/EQUIPMENT STEAM CLEANING OR CHEMICAL DEGREASING; WASTES FROM STREET CLEANING; AND SUPER -CHLORINATED POTABLE WATER FROM LINE FLUSHING AND TESTING, DURING CONSTRUCTION, DISPOSAL OF SUCH MATERIALS SHOULD OCCUR IN A SPECIFIED AND CONTROLLED TEMPORARY AREA ON-SITE PHYSICALLY SEPARATED FROM POTENTIAL STORMWATER RUNOFF, WITH ULTIMATE DISPOSAL IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS. 9, RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED AT CONSTRUCTION SITE AND MUST NOT BE DISCHARGED TO RECEIVING WATERS OR THE LOCAL STORM DRAIN SYSTEM. 10. APPROPRIATE BMPS FOR CONSTRUCTION -RELATED MATERIALS, WASTES, SPILLS OR RESIDUES SHALL BE IMPLEMENTED TO ELIMINATE OR REDUCE TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES, OR ADJOINING PROPERTIES BY WIND OR RUNOFF. 11. ALL CONSTRUCTION CONTACTORS AND SUBCONTRACTOR PERSONNEL ARE TO BE MADE AWARE OF THE REQUIRED BMPS AND GOOD HOUSEKEEPING MEASURES FOR THE PROJECT SITE AND ANY ASSOCIATED CONSTRUCTION STAGING AREAS. 12. DISCHARGING CONTAMINATED GROUNDWATER PRODUCED BY DEWATERING GROUNDWATER THAT HAS INFILTRATED INTO THE CONSTRUCTION SITE IS PROHIBITED. DISCHARGING OF CONTAMINATED SOIL VIA SURFACE EROSION IS ALSO PROHIBITED. DISCHARGING NON -CONTAMINATED GROUNDWATER PRODUCED BY DEWATERING ACTIVITIES MAY REQUIRE A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT FROM THE REGIONAL WATER QUALITY CONTROL BOARD, 13. BMPS SHALL BE MAINTAINED AT ALL TIMES. IN ADDITION, BMPS SHALL BE INSPECTED PRIOR TO PREDICTED STORM EVENTS AND FOLLOWING STORM EVENTS. 14, AT THE END OF EACH DAY OF CONSTRUCTION ACTIVITY, ALL CONSTRUCTION DEBRIS AND WASTE MATERIALS SHALL BE COLLECTED AND PROPERLY DISPOSED OF IN TRASH OR RECYCLE BINS. IN CASE OF EMERGENCY, CALL KEN BORJA SR. V.P. STOCKDALE INVESTMENT GROUP, INC. 26000 LAKE FOREST, CA. 92630 949-454-7124 mm. 'THE ENGINEER WHO PREPARED AND SIGNED THESE GRADING PLANS HAS VERIFIED THAT ALL INFORMATION ON THE DRAWINGS IS CONSISTENT WITH THE STORM DRAIN PLANS APPROVED OR CLEARED TO GRADE BY THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT (IP/090058, APPROVED ); THE STREET PLANS APPROVED OR CLEARED 70 GRADE BY THE TRANSPORTATION DEPARTMENT QPO90058, APPROVED ) AND APPROVED TENTATIVE TRACT MAP INCLUDING CONDITIONS OF APPROVAL' "THE ENGINEER WHO PREPARED THE GRADING PLAN WAS VERIFIED THE CONSISTENCY BETWEEN ON-SITE GRADING INFORMATION AND THE WORK WITHIN THE R/W APPROVED BY THE TRANSPORTATION DEPT." NOT AN RECORD OR IBILITY FOR ALL PERSONS :D TO NO H H THE LD OF THE DESIGN UNAUTHORIZED CHANGES h USES: THE ENGINEER PRREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO bR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE ENGINEER PREPARING THESE PLANS. ROUGH GRADING PLAN PARCEL MAP 33617 INDEX MAP SCALE.�1 "-100' PAVING NOTES 1. MINIMUM PARKING LOT GRADE SHALL BE 1X. 2. MINIMUM GRADE FOR RIBBON DRAINS SHALL BE 0.35X. 3. AN APPROVED SOIL STERILIZER SHALL BE USED ON ALL SUBGRADE SURFACES 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 CONFORM TO SECTION 37, 39 AND 94 OF THE STANDARD SPECIFICATIONS, 5. THE CONTRACTOR SHALL APPLY TO THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT FOR AN ENCROACHMENT PERMIT FOR ALL WORK WITHIN THE RIGHT-OF-WAY. 6. ALL PAVING INSPECTIONS WILL BE PERFORMED BY SPECIAL INSPECTORS HIRED BY THE OWNER, TWO INSPECTIONS ARE REQUIRED. INSPECTION IIT: INSPECTION AT THE COMPLETION OF THE BASE COURSE. INSPECTION 12: INSPECTION WHEN THE AC AND CONCRETE ARE PLACED, 7. A COMPACTION REPORT BY A GEOTECHNICAL ENGINEER SHALL CERTIFY THE BASE UNDER AC IS COMPACTED TO 95X RELATIVE DENSITY AND 9OX RELATIVE DENSITY UNDER THE CONCRETE. THIS INCLUDES TRENCHES FOR UTILITIES UNDER THE PAVING 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. 8. IF THE PRELIMINARY SOILS REPORT DOES NOT SPECIFY A PAVING SECTION, THE STRUCTURAL SECTION SHALL BE THREE INCHES ASPHALT CONCRETE AND FOUR INCHES CLASS It AGGREGATE BASES. 9. PRIOR TO REQUESTING A BUILDING FINAL INSPECTION, THE CONTRACTOR SHALL PROVIDE A COPY OF SPECIAL INSPECTION REPORT /1 AND THE GEOTECHNICAL, ENGINEER'S CERTIFICATION TO THE BUILDING AND SAFETY GRADING COUNTER FOR REVIEW AND APPROVAL THE GRADING STAFF WILL CLEAR THE CONDITIONS OF APPROVAL ALLOWING THE BUILDING FINAL INSPECTION. R1 W T tn Lw w DISTURBED AREA 511,394 SF 833C356215 78' 39' �l7rT.2S., � - 11' R.5W. (NO SECTION - 28' II I _ 1- 11' ���' PORTION OF RANCHO JURUPA) ,� d 1,inl �,+ LUND N.T.S. FL FLOWLINE ELEVATION TC TOP OF CURB ELEVATION IS FINISHED SURFACE ELEVATION OMER FG FINISHED GRADE ELEVATION STOCKDALE INVESTMENT GROUP, INC. INV, PIPE INVERT ELEVATION 26000 COMMERCE CENTER DRIVE - - ' EXISTING SLOPE LAKE FOREST, CA 92630 (949) 454-7109 rir Y " PROPOSED SLOPE DMLOPR STOCKDALE INVESTMENT GROUP, INC. 4 m, 21 LOT NUMBER 26000 COMMERCE CENTER DRIVE LAKE FOREST, CA 92630 CUT/FILL LINE (949) 454-7109 EN NE n z HP HIGH POINT ELEVATION ALLARD ENGINEERING 8253 SIERRA AVENUE GB GRADE BREAK FONTANA, CA 9Y335 ` (909) 356-1815 � TW TOP OF WALL ELEVATION � SOLS ENaNEER TF TOP OF FOOTING ELEVATION KRAZAN & ASSOCIATES INC. TRACT BOUNDARY 43218 BUSINESS PARK DRIVE, SUITE 109 TEMECULA, CA 92590 TB TOP OF BERM ELEVATION (951) 694-0601 RIGHT. OF WAY PRELIMINARY GEOTECHNICAL ENGINEERING INVESTIGATION IS TOP OF SLOPE ELEVATION 11.74 ACRE PARCEL RUBIDOUX BOULEVARD (1358.9) EXISTING ELEVAITON RUBIDOUX, CALIFORNIA PROJECT NO. 122-05044 [1407.1] FUTURE ELEVATION DECEMBER 7, 2005 -a"- DIRECTION OF FLOW MW DESCRIPTION L.O.S. LINE OF SIGHT PORTIONS OF LOTS 3 AND 4 IN BLOCK 26 OF WEST RIVERSIDE, RANCHO �- SECTION JURUPA RUBIDOUX, TOWNSHIP 2S., RANGE 5W., AS SHOWN BY MAP EARTHWORK ESTIIIWTE SHEET LOCATION RECORDED IN BOOK 9 PAGE 34 OF MAPS, RECORDS OF SAN BERNARDINO COUNTY, CA. CUT M FILL CC)) 0 0 CHAIN UNK FENCE RAW CUT RAW FILL 56.600 42,000 APR V8.15HK 002 OVEREXCAVATION 51,000 51,000 SHRINKAGE 13,000 SUBSIDENCE TOTAL TUT,M T67,'W DISTURBED AREA 511,394 SF 833C356215 78' STOCKDALE COURT- 78' TYPICAL ROUGH -CUT NOT TO SCALE NORTH R/W a EXIST. PROPOSED R/W R/W r- IU ^� 31 EXISTING PROPOSED pEXXISTNG CURB J SIDEWALK SIDEWALK EXISTING IMPROVEMENTS D GUTTER PROPOSED CURB RUBIDOUX BLVD • 103' R/W TYPICAL SECTION BGRO90103 NOT TO SCALE IP090058 39' 39' � - 11' 28' 28' II I _ 1- 11' STOCKDALE COURT- 78' TYPICAL ROUGH -CUT NOT TO SCALE NORTH R/W a EXIST. PROPOSED R/W R/W r- IU ^� 31 EXISTING PROPOSED pEXXISTNG CURB J SIDEWALK SIDEWALK EXISTING IMPROVEMENTS D GUTTER PROPOSED CURB RUBIDOUX BLVD • 103' R/W TYPICAL SECTION BGRO90103 NOT TO SCALE IP090058 1 I \ -THE ENGINEER WHO PREPARED AND IS SIGNING PL GRADING PLAN HAS VERIFIED THAT PROPOSED DRAINAGE SYSTEM IS CONSISTENT WITH NATURAL �P CO DRAINAGE PATTERN OF THE SITE AND WILL NOT FENCE AFFECT ADJACENT PROPERTIES. SEE F moET 8 FM FG PER PLAN 4 1' ai' ` T I 7�' Q O 1 I i' SIDE YARD MIN PERTY ;� C ' ' I A TYPICAL l °� •" � Q NOT TO SCALE 1 PL &3, Q rd 4 FL PER PLAN 1 "I ID I 6' (2 VARIES 9 VARIES RIES 1 PE LAN 2$ 3 3 —11 tf— Idu}• 1 I I e rc-: 1 1 DAW TER QUALfiY L�j EG a M ME 7 ` 0 N coI X71 niTTE�7 NOT TO SCALE CD CONCRETE TRAPEZOIDAL. CHANNEL, SEE DETAIL "A' ON SHEET 3 rl. U A OB — TC -30 VEGETATED SWALE, SEE DETAIL 'B" JI: aC — INSTALL 75 POUND CLASS RIP -RAP PAD, 16' THICK �ol 2/3 CALTRANS FINE VARIES r .:ia�o 1� ��>FILL � �a, cr 6 &M AT MOFFM UNE Icy 1/3 PEAT OR GLASS 'A' NOT TO SCALE z COMPOST. SAND -COMPOST 3 SHALL BE DRUM MIXED ` —1 PRIOR TO PLACEMENT, PL PL z TRIP TICKET PROVIDING SPECIFICATION SHALL BE MADE AVAILABLE TO 5 INSPECTOR. - 2 , e`� _ 25MM COARSE AGGREGATE / PER 90-3.02 <c 2--�_� ner 1 C vu NOT TO SCALE 7 PROPOSED R/W 1'DRAT E EMENi i WIDTH VARIES FR M 23'-29' 6' (2 VARIES 9 VARIES RIES a i 2$ 3 3 —11 tf— Idu}• 1 I I e rc-: DAW TER QUALfiY I a SWALE SECTKNV 7 ` 0 N coI X71 niTTE�7 NOT TO SCALE CONCRETE TRAPEZOIDAL. CHANNEL, SEE DETAIL "A' ON SHEET 3 OB — TC -30 VEGETATED SWALE, SEE DETAIL 'B" JI: aC — INSTALL 75 POUND CLASS RIP -RAP PAD, 16' THICK I 0 2/3 CALTRANS FINE VARIES AGGREGATE PER 90-3.03 1/3 PEAT OR GLASS 'A' COMPOST. SAND -COMPOST 3 SHALL BE DRUM MIXED ` —1 PRIOR TO PLACEMENT, v TRIP TICKET PROVIDING SPECIFICATION SHALL BE MADE AVAILABLE TO 5 INSPECTOR. - GRAVEL LAYER CALTRANS _--- e`� _ 25MM COARSE AGGREGATE / PER 90-3.02 I I II ,zgI e0 -SEEv F� FL " `—EXCHAIN LINK FENCE . LU 0� �' VACANT ZONED M -SC ` FOR DETAL CO BENCHMARK: TCOUNTY OF RIVERSIDE BENCHMARK: M4-4-64 ELEVATION = 845.814 FEET (5-1971) DATUM: NGV029 DIAL TWO WORKING DETAILED DESCRIPTION - AT THE NORTHEAST CORNER OF THE HALL AVENUE BRIDGE #56-415, BEFORE DAYS BEFORE OVER HIGHWAY 160, 246.0 FEET SOUTHWEST OF 28TH AVENUE 15.0 FEET SOUTHEAST OF HALL YOU DIG YOU DIG AVENUE AT THE NORTHEAST END OF A RAIL ABUTMENT AND 2.0 FEET HIGHER THAN THE TOLL FREE 1-800-227-26 Q SIDEWALK, A BRASS DISK SET IN THE TOP OF A 1.0 FOOT X 2.5 FOOT CONCRETE POST AND A PUBLIC SERVICE BY UNDERGROUND SERVICE ALER MARKED M.L,-4-64. 7o►1I,y(olki I7��eIdI�7� • • • [I'I1:1^lit: " (NFWr) itA. 0 It ALLARD ENGINEERING Civil Engineering - Lend Surveying - Land Planning 8253 Sierra Avenue Fontana, California 92035 (909) 350-1815 Fax (909) 356-1795 .�C _/ o'w //- 5-. og vv NOT TO SCALE 6' TALL IRRIGATED PERENNIAL TURF GRASS TO YIELD FULL, DENSE COVER SEE LANDSCAPE PLANS SAND/PEAT LAYER . j GEOTEXTILE FILTER FABRIC MIRAFI 14ONC OR APPROVED EQUOLENT. (MINIMUM AOS / 70 SIEVE (.212MM) DETAIL 'B' TC -30 VEGETATED SWALE DETAIL !COUNTY OF RIVERSIDE PARCEL MAP 33617 PARCELS 1.7 ROUGH GRADING PLAN BGRO90103 IP090058 SCALE: AS SHOWN DATE: 10/2009 2 OF 3 SHEETS FILE NO. 953.0 WHO PR ARED AND IS SIGNING HAS VERIF THAT PROPOSED EM IS CONSI ENT WITH NATURAL -RN OF THE S AND WILL NOT NT PROPERTIES, fele `1`ji EG DETAIL 'A' NTS (N1;EEr) 11Th" 40 it EXISTING GROUND STEEPER THAN 5:1� 8' MIN. LEVEL BENCH OE / / 4, MAX LIMITS OF OVEREXCAVATION - �� OE * OVEREXCAVA71ON DEPTH PER GEOTECHNICAL ENGINEERING INVESTIGATION REPORT EXISTING GROUND STYPE 520-C-250OP CONCRETE (TYP) 6" x 6" W1.4 x W1.4 W.W.M. BENCHMARK: COUNTY OF RIVERSIDE BENCHMARK: M.L.-4-64 ELEVATION = 845.814 FEET (5-1971) DATUM: NGV029 ©IAL Two WORKING DETAILED DESCRIPTION - AT THE NORTHEAST CORNER OF THE HALL AVENUE BRIDGE 156-415, BEFORE DAYS BEFOREOVER HIGHWAY 160, 246.0 FEET SOUTHWEST OF 28TH AVENUE 15.0 FEET SOUTHEAST OF HALL YOU DIG YOU DIG AVENUE AT THE NORTHEAST END OF A RAIL ABUTMENT AND 2.0 FEET HIGHER THAN THE TOLL FREE 'IBOO-227-2600 SIDEWALK, A BRASS DISK SET IN THE TOP OF A 1.0 FOOT X 2.5 FOOT CONCRETE POST AND A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERI MARKED M.L.-4-64, FILL SLOPE 2:1 MAX REVISIONS OE''� MAX SLOPE OF TEMPORARY EXCAVATION PER GEOTECHNICAL INVESTIGATION REPORT e r e OE VA V A V ..,.T A ..,.T ... W. M. SECTION"A'-"A' NTS SECTION 'S' -B' NTS VARIABLE WIDTH DRAINAGE EASEMENT TO COUNTY LLMD 89-1C DETAIL 'C' 3' TRAPEZOIDAL CHANNEL CONNECTION TO VEGETATED SWALE WATER QUALITY BMP BIO SWALE TO BE MAINTAINED BY COUNTY LLMD 89 -IC a 0 Civil EngineeringaLadPlanning 8253Sierra Avenue l9�... Fontana, California 92335 O y (989) 356-1815 Fax (909) 356-1795 No. 36052 rn' S lf- reo t mss_ PARGf, MAP 33617 PARCELS 1.7 ROUGH GRADING PLAN SCALE: AS SHOWN DATE: 10/2009 3 OF 3 SHEET FILE NO.