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964g_grIN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA THOMPSON ROAD GRADING NOTES TIERRA DEL REY , 1 . ALL GENERAL DING SHALL CONFORM TO THE 2013 CALIFORNIA BUILDING CODE CHAPTERS 17, 18, AND APPENDIX CHAPTER J AS AMENDED BY ORD. 457. II11 'i �PROJECT 2. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION GRADING.� SITE 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 TRACT N 36536 SEPARATE PLANS AND A SEPARATE REVIEW/APPROVAL (PERMIT) FROM THE TRANSPORTATION DEPARTMENT. Il��'+ r v� mid 4. GRADING SHALL BE DONE UNDER THE SUPERVISION OF A SOILS ENGINEER IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION BY ROUGH GRADING PLAN ALTA CALIFORNIA GEOTECHNICAL INC. DATED OCTOBER 3, 2012. �j 5. COMPACTED FILL TO SUPPORT ANY STRUCTURES SHALL COMPLY WITH SECTION 1803.5. PROJECTS WITHOUT PRELIMINARY SOILS REPORT SHALL HAVE DETAILED }' �/ MSTE,RDAMI RD, 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. PREPARED FOR INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. TIERRA DEL REY INVESTMENTS, LLC. 7. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT TWO DAYS BEFORE DIGGING AT 1-800-227-2600. 3121 MICHELSON DRIVE, SUITE 150 �( }° r CUT 19LL _ IRVINE, CA 92612 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 (949) 258-7555 /I� T BENTON ROAD I 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 0*017 193 CF8 �,� WQMP/BIO-RETENTION FOR FULL SUPPORT. THE BENCH UNDER THE TOE MUST BE 10 FEET WIDE MIN. - {fra{/ {{, BASIN A VICINITY MAP S:M&Ri&. 4]i N1AN�APfi. t4{ P4 ... t'Ad...N iYNMSAkW 4NiG 41"NM4H'•, t{�W'.11� �'Nf 'Y,`"93XC"T 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 T MAINTAINED BY COUNTY CFD 3 LEAST 1.5. TBOUNDARY / /` . WITH VALLEY WIDE y 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 6 o rE 28082 ( 3ss cis �/ MAINTAINED SLOPES W 5 M N.T.S. TO THE FINISHED GRADE. app y cPs ( 26.1 CFS /� CB # W C B # 17 W TOWNSHIP 7 SOUTH, RANGE 2 WEST, SECTION 6 DRAINAGE AND EROSION l DUST CONTROL Qa-135A CF8 I '� / °1D� 92 cis E vc g. ` CS # 1s °"`'"' BASIS OF BEARINGS 12. DRAINAGE ACROSS THE PROPERTY LINE SHALL NOT EXCEED THAT WHICH EXISTED PRIOR TO GRADING. EXCESS OR CONCENTRATED DRAINAGE SHALL 8E CONTAINED ON °SITE TR 29092 T '9E ° OFFSITE TFL 28092 CB # 13 m SITE OR DIRECTED TO AN APPROVED DRAINAGE FACILITY. `T �OBTi Oq� 142 CFS Or 20. i CFS THE BEARINGS SHOWN HEREON ARE BASED UPON THE CENTERLINE OF COGNAC STREET 13. PROVIDE A SLOPE INTERCEPTOR DRAINAGE ALONG THE TOP OF CUT SLOPES WHERE THE DRAINAGE PATH IS GREATER THAN 40 FEET TOWARDS THE CUT SLOPE. _ � rs'C� CFS�+ OIO' °ID' BEING NORTH 0010'40" WEST AS SHOWN ON TRACT N0. 28093 FILLED IN BOOK 14. PROVIDE 5' WIDE BY 1' HIGH BERM ALONG THE TOP OF ALL FILL SLOPES STEEPER THAN 3:1. O 40` " `°'^„"' �° TREET 81 CFS 280, PAGE 78 THROUGH 82 OF MAPS, RECORDS OF RIVERSIDE COUNTY. 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 OTE TR 28093 LOT 86 % " ' � ' -- 010- 55 CFS WITHIN 10 FEET FROM BUILDING SHALL HAVE 2% MINIMUM SLOPE. _ '" `�1 COT 85' - '' S'OIL'S ENGINEER CERTIFICATE C- 39.8 CFS I T `" I 43 16. NO OBSTRUCTION OF NATURAL WATER COURSES SHALL BE PERMITTED. °� 261 CpS l 'l�14 _. 44' CB # 8 17. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL BEST MANAGEMENT " 2 3 4 5 � 27 FS ( I S�� X10-18 CF8 THE UNDERSIGNED SOIL'S ENGINEER CERTIFIES THAT HE HAS RECEIVED THIS GRADING PRACTICES, BMPS) SHALL BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES. ONSRE TR 36538 51 Q> �` PLANAND FOUND IT TO BE IN SUBSTANTIAL COMPLIANCE WITH THE RECOMMENDATIONS 18. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.3A 498 ' CFS �`� CB # 9 CONTAINED IN THE GEOTECHNICAL REPORT BY ALTA CALIFORNIA GEOTECHNICAL INC. a00r 4(3-,��.� CAPfiACA ° 25CFS GEOTECHNICAL INC. PROJECT NUMBER 1-0104 19. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE °10' 361 CFS 5 46 - 6 OW Z5 CFs USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. DETENTION BASIN 'B' 39 47 48 49.50 51 DATED JUNE 04 2014 20. FOR SLOPES 3 TO 1 (H/V) OR STEEPER: TRACT MAINTAINED / (�gypp 10 ;� q�crcnneAs-. ' ALL SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT ARE REQUIRED TO BE PLANTED WITH GRASS OR ROSEA ICE PLANT OR EQUAL) BOUNDARY BY COUNTY CFD L T 8 I 38 7 Ol00 �CF3 4� ROAD - ALTA CALIFORNIA GEOTECHNICAL, INC. �84 °�� 50 �g-� t, , rn t CB #7 170 N. MAPLE STREET, SUITE 108 GROUND COVER AT A MAXIMUM OF 12' ON CENTER. SLOPES EXCEEDED 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 55 54 53 52 ;Z 8 �, 010T 0.5 CFS CORONA, CA 92880 NOT TO EXCEED 15' IN ADDITION TO THE GRASS OR GROUNDCOVER. SLOPES THAT REQUIRE PLANTING SHALL BE PROVIDED WITHIN AN IN -GROUND IRRIGATION A 82 57 r/ c;Z OCT (951) 509-7080 SYSTEM EQUIPPED WITH AN APPROPRIATE BACKFLOW DEVICE PER U.P.C., CHAPTER 10. THE SLOPE PLANTING AND IRRIGATION SYSTEM SHALL BE INSTALLED PRIOR t , �� a ,,�� s� ,vd, i,� CALLEJAGFF$ ,. 1 TO PRECISE GRADING FINAL. 36 m Z 70 ; `. 10 BOUNDARY COMPLETION OF WORK 4 35 i sD �s 58 �I 69 CB # 6 59 5 CF8 68 71 010 0.75 CPS SCOTT A. GRAY, RCE 2857 DATE 21. A REGISTERED CIVIL ENGINEER SHALL PREPARE FINAL COMPACTION REPORT/GRADING REPORT AND IT SHALL BE SUBMITTED FOR REVIEW AND APPROVAL. THE REPORT 34 79 60 Q - 67 - 72 t,� 12 REGISTRATION EXPIRES: 12-31-2016 SHALL ALSO PROVIDE BUILDING FOUNDATION DESIGN PARAMETERS INCLUDING ALLOWABLE SOIL PRESSURES, EXPANSION INDEX AND REMEDIAL MEASURES IF EI>20, 33 ! Q 178 .. :� 13 # 4 WATER SOLUBLE SULFATE CONTENT, CORROSIVITY AND REMEDIAL MEASURES IF NECESSARY. (� I - 61 66 73 (,) 14 a EARTHWORK QUANTITY ESTIMATE 22. EXCEPT FOR NON -TRACT SINGLE RESIDENTIAL LOT GRADING, THE COMPACTION REPORT SHALL INCLUDE THE SPECIAL INSPECTION VERIFICATIONS LISTED IN TABLE 1704.7 TRACT 32 77 OF 2013 CBC. BOUNDARY I LOT;_ -- t 62 65 74 DISTURBED AREA =29.52 ACRES Cut I '88' < 31 76 „� 15 ClY 23. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE BUILDING AND SAFETY DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF GRADING IN ACCORDANCE WITH I-. 63 C,1, 64 75 I�-� 5-- BASIN EXCAVATION 35,927 CY THE APPROVED GRADING PLAN PRIOR TO REQUESTING INSPECTION AND ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL INCLUDE LINE GRADE, SURFACE 30 `CALLS ` rcnr•e 16 app- 6,3 CFS ap_ 4,101% SHRINK (15%) -2,842 CY DRAINAGE, ELEVATION, AND LOCATION OF PERMITTED GRADING ON THE LOT. ( „�� _ ......� SHRINK (10%) -1,698 CY NPDE ! 29.28,27;126 cB # 2 25 24 23`22 21120 19 , 18 17 appy 25 CFS SITE EXCAVATION 47,203 CY 1. CONSTRUCTION SITE BEST MANAGEMENT PRACTICES (BMPS) FOR THE MANAGEMENT OF STORM WATER AND NON -STORM WATER DISCHARGES SHALL BE DOCUMENTED ON f - -17 CPS SHRINK �1%) -410 CY LOT K THE GRADING PLAN WHICH THEREBY BECOMES THE SITE STORM WATER POLLUTION PREVENTION PLAN (SWPPP). ARRANGEMENTS SHALL BE MADE BY THE DEVELOPER SHRINK 22.5%) -1,394 CY TO RETAIN THE SWPPP ON THE JOBSITE THROUGHOUT THE TIME OF CONSTRUCTION. THE IMPLEMENTATION AND MAINTENANCE OF SITE BMPS IS REQUIRED TO MINIMIZE - ---- i BENTIOA(.__ -ROA TOTAL EARTHWORK 76,786 CY JOBSITE EROSION AND SEDIMENTATION. CERTAIN BMPS MAY BE REQUIRED TO REMAIN IN PLACE THROUGHOUT THE YEAR TO MINIMIZE EROSION AND SEDIMENTATION. Z_ 0B#1 ARRANGEMENTS SHALL BE MADE BY THE DEVELOPER TO MAINTAIN THOSE BMPS THROUGHOUT THE TIME OF CONSTRUCTION. --�4-14 - - -#3 per. q� EXPORT 32,007 CY 2. EROSION CONTROL BMPS SHALL BE IMPLEMENTED AND MAINTAINED TO MINIMIZE THE ENTRAINMENT OF SOIL IN RUNOFF FROM DISTURBED SOIL AREAS ON app- 9,0 CFS %W 40 CPS ap-19 CFS CONSTRUCTION SITES. ap_ 6,1 qFs Qq- 27 CFS NOTE: 3. SEDIMENT CONTROL BMPS SHALL BE IMPLEMENTED AND MAINTAINED TO MINIMIZE THE TRANSPORT OF SOIL FROM THE CONSTRUCTION SITE. L mommmoF 'mom" comw mwm momm Mmm mmW wwmw Ml °mak`" THIS PROJECT IS ANTICIPATED TO REQUIRE EXPORT. 4. GRADING SHALL BE PHASED TO LIMIT THE AMOUNT OF DISTURBED AREAS EXPOSED TO THE EXTENT FEASIBLE, SHEET INDEX MAP EXPORT WILL REQUIRE AN ADDITIONAL RIVERSIDE COUNTY PERMIT. 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 EXPORT PERMIT N0. SHALL BE MANAGED TO MINIMIZE THE EXPOSURE TIME OF DISTURBED SOIL AREAS THROUGH PHASING AND SCHEDULING OF GRADING AND THE USE OF TEMPORARY AND NOTICE TO CONTRACTOR: 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 GRAPHIC SCALE MDS CONSULTING MAKES NO REPRESENTATION CONCERNING THE ESTIMATED QUANTITIES SLOPES SHALL BE STABILIZED PRIOR TO A PREDICTED STORM EVENT. CONSTRUCTION SITES SHALL BE RE -VEGETATED AS EARLY AS FEASIBLE AFTER SOIL 200 n 100 200 400 800 ON THESE PLANS OTHER THAN ALL SUCH FIGURES, INCLUDING ALL EARTHWORK DISTURBANCE.NUMBERS ARE PRELIMINARY ESTIMATES AND FOR PERMIT PURPOSES ONLY. IT SHALL 7. STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO ELIMINATE OR REDUCE SEDIMENT TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES OR ADJACENT nil BE THE CONTRACTORS RESPONSIBILITY TO PREPARE HIS OWN QUANTITY ESTIMATE FOR PROPERTIES VIA RUNOFF, VEHICLE TRACKING, OR WIND. CONSTRUCTION AND OR COST PURPOSES. THE ENGINEER SHALL NOT BE RESPONSIBLE 8. CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT A STORM DOES NOT CARRY WASTES OR POLLUTANTS OFF THE SITE. DISCHARGES OTHER THAN ( IN FEET) FOR ANY DEVIATIONS BETWEEN ESTIMATED QUANTITIES AND THE ACTUAL QUANTITIES AT STORM WATER (NON -STORM WATER DISCHARGES) ARE PROHIBITED, EXCEPT AS AUTHORIZED BY AN INDIVIDUAL NPDES PERMIT, THE STATEWIDE GENERAL LEGAL DESCRIPTION 1 inch - 200 ft. THE TIME OF CONSTRUCTION. PERMIT -CONSTRUCTION ACTIVITY. POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO: SOLID OR LIQUID CHEMICAL SPILLS; WASTES FROM PAINTS, STAINS, PARCEL 1 OF THAT CERTAIN LOT LINE ADJUSTMENT NO. 04068 SEALANTS, SOLVENTS, DETERGENTS, GLUES, LIME, PESTICIDES, HERBICIDES, FERTILIZERS, WOOD PRESERVATIVES, AND ASBESTOS FIBERS, PAINT FLAKES OR STUCCO RECORDED APRIL 5, 1999, AS INSTRUMENT N0, 143158 O.R. TOGETHER TOTAL AREA OF DISTURBANCE WATER EASTERN MUNICIPAL WATER DISTRICT951 928-3777 FRAGMENTS; FUELS, OILS, LUBRICANTS, AND HYDRAULIC, RADIATOR OR BATTERY FLUIDS; CONCRETE AND RELATED CUTTING OR CURING RESIDUES; FLOATABLE WASTES; WITH THAT PORTION OF PARCEL 2 OF PARCEL MAP NO. 20445, AS SEWER EASTERN MUNICIPAL WATER DISTRICT 800 928-3777 WASTES FROM ENGINE/EQUIPMENT STEAM CLEANING OR CHEMICAL DEGREASING; WASTES FROM STREET CLEANING; AND SUPER -CHLORINATED POTABLE WATER FROM LINE SHOWN BY MAP ON FILE IN BOOK 132 OF PARCEL MAPS AT PAGE 93 29.5 ACRES ELECTRIC SOUTHERN CALIFORNIA EDISON 951 928-8234 FLUSHING AND TESTING. DURING CONSTRUCTION, DISPOSAL OF SUCH MATERIALS SHOULD OCCUR IN A SPECIFIED AND CONTROLLED TEMPORARY AREA ON-SITE AND 94 THEREOF, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA AND A GAS SOUTHERN CALIFORNIA GAS COMPANY 951 335-7674 PHYSICALLY SEPARATED FROM POTENTIAL STORM WATER RUNOFF, WITH ULTIMATE DISPOSAL IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS. PORTION OF THE N.E. 1/4, SEC. 6, T. 7S, R. 2W, SAN BERNARDINO TOPOGRAPHY NOTE: TELEPHONE VERIZON COMMUNICATIONS 800 483-3000 9. RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED AT CONSTRUCTION SITE AND MUST NOT BE DISCHARGED TO RECEIVING WATERS OR THE LOCAL MERIDIAN. FLOWN TOPOGRAPHY PROVIDED BY DON READ CORP CABLE T.V. ADELPHIA 951 798-3588 STORM DRAIN SYSTEM. FLOWN 09-04-2012 SOLID WASTE WASTE MANAGEMENT 951 242-0421 10. APPROPRIATE BMPS FOR CONSTRUCTION -RELATED MATERIALS, WASTES, SPILLS OR RESIDUES SHALL BE IMPLEMENTED TO ELIMINATE OR REDUCE TRANSPORT FROM THE OWNER / DEVELOPER SITE TO STREETS, DRAINAGE FACILITIES, OR ADJOINING PROPERTIES BY WIND OR RUNOFF. CONTACT INFORMATION FOR UTILITIES 11. ALL CONSTRUCTION CONTRACTORS AND SUBCONTRACTOR PERSONNEL ARE TO BE MADE AWARE OF THE REQUIRED BMPS AND GOOD HOUSEKEEPING MEASURES FOR THE TIERRA DEL REY DIVESTMENTS, LLC. SWPPP INSPECTION AND REPORTING PROJECT SITE AND ANY ASSOCIATED CONSTRUCTION STAGING AREAS. 3121 MICHELSON DRIVE, SUITE 150 THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE 12. DISCHARGING CONTAMINATED GROUNDWATER PRODUCED BY DEWATERING GROUNDWATER THAT HAS INFILTRATED INTO THE CONSTRUCTION SITE IS PROHIBITED. IRVINE, CA 92612 TIERRA DEL REY INVESTMENTS, LLC. WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING DISCHARGING OF CONTAMINATED SOILS VIA SURFACE EROSION IS ALSO PROHIBITED. DISCHARGING NON -CONTAMINATED GROUNDWATER PRODUCED BY DEWATERING PH: (949) 258-7534 RYAN THOMAS (949) 258-7534 UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RE- ACTIVITIES MAY REQUIRE A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT FROM THE REGIONAL WATER QUALITY CONTROL BOARD. SPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE 13. BMPS SHALL BE MAINTAINED AT ALL TIMES. IN ADDITION, BMPS SHALL BE INSPECTED PRIOR TO PREDICTED STORM EVENTS AND FOLLOWING STORM EVENTS. TO EXACTLY LOCATED AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE 14. AT THE END OF EACH DAY OF CONSTRUCTION ACTIVITY, ALL CONSTRUCTION DEBRIS AND WASTE MATERIALS SHALL BE COLLECTED AND PROPERLY DISPOSED OF IN ASSESSOR'S PARCEL NO.'S CONTRACTOR SHALL POTHOLE EXISTING UTILITIES, PRIOR TO MAIN LINE CONSTRUCTION, TRASH OR RECYCLE BINS. TO VERIFY THE LOCATION. ANY DISCREPANCY BETWEEN THE PLANS AND FILED 963-100-003, 963-100-004 & 963-060-021 MWD NOTE: CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF MDS CONSULTING. PRE-GRADING/PRE-CONSTRUCTION NOTE: ENGINEER'S NOTE THE CONTRACTOR SHALL NOTIFY MR. DARWIN PRE CONSTRUCTION MEETING AND SITE INSPECTION SHALL BE ARRANGED FOR BY THE SITE DEVELOPER PRIOR TO THE ENGINEER WHO PREPARED AND SIGNED THIS GRADING POTTER OR MR. GERRI MICHAEL OF MWD / INDEX OF SHEETS A PRE -GRADING PLAN HAS VERIFIED THAT ALL INFORMATION ON THE DRAWINGS WATER SYSTEMS OPERATIONS GROUP AT COMMENCING GRADING OPERATIONS. THOSE PARTIES REQUIRED TO ATTEND THE MEETING SHALL INCLUDE BUT ARE NOT LIMITED TO IS CONSISTENT WITH THE STORM DRAIN PLANS APPROVED OR THE DEVELOPER, PROJECT SUPERINTENDENT, ENGINEER OF RECORD, SOIL ENGINEER, GRADING CONTRACTOR AND THE UNDERGROUND CLEARED TO GRADE BY THE RIVERSIDE COUNTY FLOOD LEAST TWO WORKING DAYS (MONDAY THROUGH SHEET No. (s) DESCRIPTION UTILITIES CONTRACTOR. REPRESENTING THE DEPARTMENT OF BUILDING AND SAFETY SHALL BE THE GRADING PLAN -CHECKER AND/OR CONTROL DISTRICT FOR TRACT 36536; THE STREET PLANS THURSDAY) PRIOR TO STARTING ANY WORK IN 1 TITLE SHEET !DIAL TOLL FREE GRADING INSPECTOR. THE PRE -CONSTRUCTION MEETING SHALL DISCUSS THE VARIOUS ASPECTS AND RESPONSIBILITIES OF THE APPROVED OR CLEARED TO GRADE BY THE TRANSPORTATION THE VICINITY OF MWD FACILITIES OR WITHINGRADING PROJECT AND TO PROVIDE AN APPROXIMATE TIME -TABLE FOR THE COMPLETION OF ROUGH GRADING. ARRANGE FOR A DEPARTMENT I.P. 140078 AND APPROVED TENTATIVE MWD R/GHT-OF-WAY ®(951) 926-5853. 2-3 DETAILS AND TYPICAL SECTIONS 00-227-2600 PRE -GRADING / PRE -CONSTRUCTION MEETING BY CALLING THE DISTRICT OFFICE RESPONSIBLE FOR PROVIDING YOUR GRADING AND TRACT MAP INCLUDING CONDITIONS OF APPROVAL. 4-6 GRADING PLANS ATWO WORKING DAYS BUILDING INSPECTIONS. 7 KEYING AND BENCHING DETAILS FOR SLOPE BEFORE YOU DIG STEEPER THAN 51, RET. WALL STRUCT. DETAILS UNDERGROUND SERVICE MIRY OF SOUTHERN CAUFORNIA WDID# 9 33C371790 8 CUT AND FILL TABLE, BASIN 'A' SPILLWAY DETAILS 9 EROSION AND SEDIMENT CONTROL PLAN NOTE: FOR ENGINEER 17320 R®ar,n Ave. BENCHMARK: ELEV.=1363.503 TR. N0. 36rJ' 3(i BGR-140166A I.P. No. 140078 WORK CONTAINED WITHIN THESE PLANS SHALL APPROVAL M O R 8 E Gull 350 CO. OF RIV. BENCHMARK NO. T-41-81, BRASS CAP NOT COMMENCE UNTIL AN ENCROACHMENT rye, CA 92ew 28' NORTH AND 30' EAST OF INTERSECTION OF COUNTY OF RIVERSIDE 1 PERMIT AND/OR A GRADING PERMIT HAS BEEN SCHULTZ Vaow 949-251-8821 BENTON ROAD AND VAN GAALE LANE. SCHEDULE "A" SHT. ISSUED. -- FAX: 949-261-06is PROJECT BENCHMARK: ELEV.=1376.50 TITLE SHEET FD. CONC. NAIL SET IN TOP OF CURB 1 FT. NORTH PLANNERS E N Cil N E E R 8 SURVEYORS V E Y O R 9 THE PRIVATE ENGINEER SIGNING THESE PLANS Is RESPONSBLE FOR OF NORTHERLY END OF NORTHWEST CURB RETURN OF 9 SHTS. ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN DATE AT THE INTERSECTION OF POURROY ROAD AND ROUGH GRADING PLAN HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY - - PREPARED UNDER THE SUPERVISION OF: RCE No. 52496 GRANVILLE DRIVE OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL _ CIEOM BY BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND PARd BY 1 DATE JAPPRI DATE SCALE: COUNTY FOR: TIERRA DEL REY INV. LLC.FILE No. REVISING THE PLANS FOR APPROVAL BY THE COUNTY, REVISIONS DATE DATE l0 I (t I k H: 1" =40' V: 1"=4' , ENGINEER COUNTY "� l:\80328S\RG\RG-01.dwg 5/05/16 CID11.003 U 1 Z J CL Z Q 0 V O Iz .4 -7ENTAM BO N,�RYTNACT R/w LOTS 7-17 LOT 'A' TRACT 20893 R/W 4 94' - TENTA771E TRACT 36536 81' TENTATIVE TRACT 36536 BENTON ROAD LANDSCAPE AREA I EXISTING S.F. RESIDENTIAL A BENTON ROAD 26' LOIS fT-26 l 68' .I. 26' _�LOL0�27-29 PROPOSED 18' BLOCK WALL VARIES 5' LANDSCAPE AREA VARIES WITH TUBULAR STEEL FENCE I PROPOSED 6 (H. 0. MAINTAINED) PROPOSED 6 TOP (6' MAX) PER SEPARATE TI VARIES 6 2 VARIES 2 PERIMETER WALL 55 13 VARIES 6 VARIES PERIMETER WALL PLAN AND PERMIT I PETE I PER SEPARATE PLAN AND PERMIT RIGHT TURN PLAN AND PERMIT LANDSCAPE AREA ONLY POCKET LANDSCAPE AREA PAD EL. PER PLAN EXIS77NG WOOD FENCEPAD 0.25' AC PAVEMENT MEANDERING SIDEWALK - 1AP� L. LAN mmDER/NG SIDEWALK- ( PAD EL. PER PLAN 2Mc 2% 21 OVER 0.54' AB 5' 2'icl 2% — EXISTING 3' GUN17E 1 "' 4:1 `r yy r o 1, 4:1 V" -DITCH � ?, g PAD EL. PER PLAN PAD Et. PER PLAN III i SEC A - A' � j - 6" CF CURB & GUTTER 6' CF CURB & GUTTER a7GV NTS /9 SEC $ - R SEC TM V- PC' NTS TENTATIVE NTAT I E TRACT NT S'LY BOUNR/W R/W LOTS 4-6 LOT A TRACT 20893 L 70'1 R 7R4CT 365.16 I EXISTING S.F. RESIDENTIAL I EXISTING IMPROVEMENTS I PROPOSED IMPROVEMENTS PROPOSED 18' BLOCK WALL ARIES 9' WITH TUBULAR STEEL FENCE LANDSCAPE TOP (6' MAX) PER SEPARATE AREA PLAN AND PERMIT I PAD EL. PER PLAN -- I EXISTING WOOD FENCE PROPOSED 5' GUNI7F F l - V' -DITCH 2:1 MAX. SECTION F— F NTS CONSTRUCTION RECORD W�� CENTERLINE CEN7ERLINE E'4Y_ PROPOSED IMPROVEMENTS 118' R/W VARIES FROM 0' TO 6' TRACT 36536 59'_T 176 59' 2i' r PROPOSED 6' 21' 38' 38' VARIE 6' 1 VARIES 2' PERIMETER WALL MIN -90X AKY LAND- LAND- I PER SEPARATE I 11 �' T 2 SG4PE SCAPE I PLAN AND PERMIT MAX 2X? 2' 5' N 20% :=0� r' 2.0 i 23` MIN -2:1X MAX 2X JAN -40X AW - '£XIST. GROUND C/�� + 10.0X MAX LEON ROA (rww) 8" CF CURB &GUTTER ft-Twmy HKAWS ST1IM`T AAD VIA QLWA DO REYES) ME (NOTE.' NO GRADING SHALL OCCUR WITHIN MWD. EASEMENT UN77L APPROVAL/CLEARANCE LETTER IS OBTAINED) LY1 R1W R/ TRACT 36536 _ VAR/ES FROM 136' TO 157' 81' R W VARIES 55' TO EX. R 70' TO FZ/T W R PROPOSED 26• 55 ARIES FROM 14' TO ' 21' PERIMETER WALL PER SEPARATE 2' VARIES 6' VARIES EXIS77NG PAW PENT PLAN AND PERMIT 26' r4WAI) sw 4 N. 2' g' BY FURE MEDIAN �'?? q•�2.2.09 1 of �•4. -- Y 6" CF CURB & GUTTER Ba►MN ROAD NTS PER SEPARATE PLAN AND 91 TRACT BOUNDARY VARIES I' -,-S' 3' LANJJ APE ` OI T. FENCE 6" 16" 2.5' ?� EXIST. GROUND �\ Ml IV x-2:1 MAX. `' LL 4' CONCRETE OR GUNITE WITH 6"x6"-W1.4xW1.4 W.W.M. REINFORCEMENT MOPOSIMF CITE V-Dffa SEE DRAINAGE CONDUIT NOTES THIS SHEET NTS ( � DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO WORKING DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSUR4NG THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTAB_E SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. 2:1 TOP OF SLOPE AS SHOWN ON MAX PLANS 1 L60' HP F I R 1 30' 1 - 30' 5" 6" ZZ" ZZ 6" 9' VAMILS PERIMETER WALL PER SEPARATE I 10' 20' 20' 10' 2'No F ♦1 T NUMBER (TYP.) 031 ELEV. (TYP.) PAD LINE f T R p OA OF6' 2' 4' BERM* Di(: 9s F I SEE BELOW '0lgy R.G. PAD UPPER LOT 1. ROUGH GRADE BERMS ARE TO BE CONSTRUCTED AT ALL TOP OF SLOPES OVER 12" HIGH. 2. ROUGH GRADE BERMS WILL BE REMOVED DURING PRECISE GRADING IF BLOCK WALLS ROUGH GRADE LINE ARE CONSTRUCTED AT PL - R.G. PAD LOWER LOT INTERIOR REARYARD SLOPE SECTION F- F s4°\TOA (NIS) 0 R , pay `USF 2` 6" BERM 3 '1',. / SEE BELOW ROUGH GRADE LINE R.G. PAD UPPER LOT Z � I a D WHEN PAD DIFFERENTIAL IS LESS LANDSCAPED —I I PLAN AND PERMIT 5' 5' R.G. PAD LOWER LOT # w I * THAN 12", OMIT 12" BERM AND SIDEWALK - SIDEWALK -LANDSCAPE PARKWAY LANDSCAPE PARKWAY - - - - - - JI CUT VERTICAL SLOPE ® PL Aw j 5' 2' 1 i.-_ PAD EL. PER PLAN I 2' 5' 5' _z �`--`�- SDEWALK 5 RW - - - - - - - - - - - - - - - - - o' I o - - b "I , MAX cs ,� AT SIDEYARD 29 )PAD EL. PER PLAN TYPICAL ROUGH GRADE PAD DETAL INTERIOR SDEYARD SLOPE (NTS) SECTION G -G 6' CF CURB & GUTTER" OF 6" CF CURB & GUTTER 6" CF CURB &GUTTER R�W R�W _I BRUS.S'ELS STREET VIA QLAYTA DO PEYES & W4 TARRA DEL ICY 28' 5 6'-_ - NTS NTS 15' L 10' _iq18' I 18 10' 15' CONSMUC77ON RECORD LANDSCAPE PARKWAY- PAD ELEV. W Y CENTERLINE CENTERLINE E' Y PAD ELEV. SIDEWALK 5 5 LANDSCAPE PARKWAY 5 5 SIDEWALK CONSTRUCRON RECORD R/W ' , RJW PER PLAN .� I 1'12' 5' �I 5' 2'1'� I PER PIAN ? i Y CENTERLINE CENTERLINE E�Y VARIES FROM 0 TO 6' T W R W VARIES FROM 128' TO l50' R VARIES o M o, MIN MAX PROPOSED IMPROVEMENTS 118' R/W VARIES FROM 0' TO 6' LOT 85 FUTURE IMPROVEMENTS PROPOSED IMPROVEMENTS MWD EASEMEN PROPOSED 6' 2. Of 1.0X .-?•� ° 24%.-� 2.OX 1.OX Y VARIES FROM 64' TO 81' VARIES FROM 64' TO FROM 64' TO VARIES FROM 64' TO 69' I WATER QUALITY BASIN ��, PERIMETER WALL 59' 59' I I 26 PER SEPARATE �Of P1' 25' 38' TO 55' 38' TO 43' -VARIES 6' 1VARIES LANDPLAN AND PERMIT o o - LAND - 21 ' 38' 38' VARIES 6' VARIES 2' 8' I VARIES SG4PE SCAPE i 6" CF CURB & GUTTER 6' CF CURB &GUTTER 1'H LAND- LAND- PROPOSED DETENTION PROPOSED SHOULDER 16'-20' S' 2' 1' 10� SCAPE SG4P£i &IS/N FENCING MAX }t 5 2 1,,, 2.D% I - ?"`� N2,0X2.01CALLS LlSB0111� CALLS CAPRIICA, CALLS AMADO�A'A, CALLS 2" 2 5 M► 20 MIN 1 = 20 GRAACCLA VALLE CERCAL &CALLS SACaf'�ES T 0 11 . - ..- I 1X MIN -40X MAK'A a - ,EXIST GROUND f EXIST GROUNDI �'1X M/N_21 AMX � 8' CF CURB & GUTTER CONSTRUCTION NOTES & ESTIMATED QUANTITIES: LEON ROAD OnEW) IW 8" CF CURB & GUTTER (BETWIEE V VIA QWTA DO REYES AM BMTON I WR4AD� BR �� LEON AD O � (NOTE. NO GRADING SHALL OCCUR WI7HIN M.W D. EASEMENT ►IM�� oll'f OMS ST l?aT AM VIA OWA DO DYES J UN77L APPROVAL/CLEARANCE LETTER IS OBTAINED) NTS NTS R/W (NOTE. NO GRADING SHALL OCCUR WITHIN MW.D. EASEMENT LEON ROAD 06 TENTATIVE TRACT UNTIL APPROVAL/CLEARANCE LETTER IS OBTAINED) NTY LOTS R/WSLY R/W TRACT 36536 VARIES FROM 149' TO 170' VARIES 26' I '87, '88' LOTS 29-38 38' MIN. M.W. PIPELINE EASEMENTVARIES TRACT 36536 TRACT 28093 PROPOSED 6' �, 94' VAR/ES (55' TO EX. R/W LOT PERIMETER WALL 26' 76' TO FUTURE R/W) I VARIES 6' VARIES VARIES PROPOSED 6' PERIMETER WALL PER SEPARATE 2' NAMES 6' VARIES 68' 26' *12'DG ' PER SEPARATE PLAN AND PERMIT I TRACT BOUNDARY PLAN AND PERMIT 1ANDP-f 13' 55' VARIEVARIES VARIES 1' 3' 1' Z4PFRIGHT �, PROPOSED S OULDER LANDSCAPE AR 6' LAND_i0 13' 4' MMI.) 4' M/N. PROPOSED EDGE OF PAVEMENT MEANDERING SIDEWALK DSCAPED EXIST. FENCE �. MAX , ONLY POCKET SCAPE' S i FUTURE CURBED MEDIAN PADEL. TO REMAIN -�' 0 BY OTHERS 709, 2 0 2 10. fPER PLAN EXIST GROUND Ke•, --� ��--- 2.•1 MAX -IEXIST GROUND Z 1 MAX 6' CF CURB & GUTTER SEEOEATAlLS SHEET 2. 0Z MIN BBVTCW ROAD 4' THICK CONCRETE NTS EXIS'JW (;OA/CRUF V-DMCH TOP WALL 15' ACCESS ROAD NTS PER PLAN 2.• 1 MAX. LEGEW 6 WALL PER LANDSCAPE 2%MIN. 2%MIN, Sao ARCHITECT PLAN, PER 2 PROPOSED RETAINING 2%MIN. EXISTING STREET ELEVATION SEPARATE PLAN & WALL PER SEPARATE '- PERMIT PERMIT X' EXISTING STORM DRAIN - -FX. 48"SD- - -- - # HP F I G I 1% iq G 356.4 LC p, LF 331 O2 CONSTRUCT RETAINING WALL PER DETAIL HEREON & SHEET 7, PER SEPARATE PERMIT. SF ROUGH GRADI O CONSTRUCT 0.25' AC PAVEMENT OVER 0.60' CLASS 2 AGGREGATE BASE 24' WIDE FIRE ACCESS ROAD TON CY 0 ® CONSTRUCT UNDER SIDEWALK DRAIN CAST IN PLACE PER STD. NO. 309 EA 60 RIGHT OF WAY �n CONSTRUCT DETENTION BASIN 'A' PER SECTIONS AND DETAILS ON SHEET 3 EA 1 © 60 °r° CURB & GUT EA 04 O7 INSTALL FENCE AND GATE PER LANDSCAPE PLAN PER SEPARATE PLAN AND PERMIT LF T NUMBER (TYP.) 031 ELEV. (TYP.) PAD LINE f T R p OA OF6' 2' 4' BERM* Di(: 9s F I SEE BELOW '0lgy R.G. PAD UPPER LOT 1. ROUGH GRADE BERMS ARE TO BE CONSTRUCTED AT ALL TOP OF SLOPES OVER 12" HIGH. 2. ROUGH GRADE BERMS WILL BE REMOVED DURING PRECISE GRADING IF BLOCK WALLS ROUGH GRADE LINE ARE CONSTRUCTED AT PL - R.G. PAD LOWER LOT INTERIOR REARYARD SLOPE SECTION F- F s4°\TOA (NIS) 0 R , pay `USF 2` 6" BERM 3 '1',. / SEE BELOW ROUGH GRADE LINE R.G. PAD UPPER LOT Z � I a D WHEN PAD DIFFERENTIAL IS LESS LANDSCAPED —I I PLAN AND PERMIT 5' 5' R.G. PAD LOWER LOT # w I * THAN 12", OMIT 12" BERM AND SIDEWALK - SIDEWALK -LANDSCAPE PARKWAY LANDSCAPE PARKWAY - - - - - - JI CUT VERTICAL SLOPE ® PL Aw j 5' 2' 1 i.-_ PAD EL. PER PLAN I 2' 5' 5' _z �`--`�- SDEWALK 5 RW - - - - - - - - - - - - - - - - - o' I o - - b "I , MAX cs ,� AT SIDEYARD 29 )PAD EL. PER PLAN TYPICAL ROUGH GRADE PAD DETAL INTERIOR SDEYARD SLOPE (NTS) SECTION G -G 6' CF CURB & GUTTER" OF 6" CF CURB & GUTTER 6" CF CURB &GUTTER R�W R�W _I BRUS.S'ELS STREET VIA QLAYTA DO PEYES & W4 TARRA DEL ICY 28' 5 6'-_ - NTS NTS 15' L 10' _iq18' I 18 10' 15' CONSMUC77ON RECORD LANDSCAPE PARKWAY- PAD ELEV. W Y CENTERLINE CENTERLINE E' Y PAD ELEV. SIDEWALK 5 5 LANDSCAPE PARKWAY 5 5 SIDEWALK CONSTRUCRON RECORD R/W ' , RJW PER PLAN .� I 1'12' 5' �I 5' 2'1'� I PER PIAN ? i Y CENTERLINE CENTERLINE E�Y VARIES FROM 0 TO 6' T W R W VARIES FROM 128' TO l50' R VARIES o M o, MIN MAX PROPOSED IMPROVEMENTS 118' R/W VARIES FROM 0' TO 6' LOT 85 FUTURE IMPROVEMENTS PROPOSED IMPROVEMENTS MWD EASEMEN PROPOSED 6' 2. Of 1.0X .-?•� ° 24%.-� 2.OX 1.OX Y VARIES FROM 64' TO 81' VARIES FROM 64' TO FROM 64' TO VARIES FROM 64' TO 69' I WATER QUALITY BASIN ��, PERIMETER WALL 59' 59' I I 26 PER SEPARATE �Of P1' 25' 38' TO 55' 38' TO 43' -VARIES 6' 1VARIES LANDPLAN AND PERMIT o o - LAND - 21 ' 38' 38' VARIES 6' VARIES 2' 8' I VARIES SG4PE SCAPE i 6" CF CURB & GUTTER 6' CF CURB &GUTTER 1'H LAND- LAND- PROPOSED DETENTION PROPOSED SHOULDER 16'-20' S' 2' 1' 10� SCAPE SG4P£i &IS/N FENCING MAX }t 5 2 1,,, 2.D% I - ?"`� N2,0X2.01CALLS LlSB0111� CALLS CAPRIICA, CALLS AMADO�A'A, CALLS 2" 2 5 M► 20 MIN 1 = 20 GRAACCLA VALLE CERCAL &CALLS SACaf'�ES T 0 11 . - ..- I 1X MIN -40X MAK'A a - ,EXIST GROUND f EXIST GROUNDI �'1X M/N_21 AMX � 8' CF CURB & GUTTER CONSTRUCTION NOTES & ESTIMATED QUANTITIES: LEON ROAD OnEW) IW 8" CF CURB & GUTTER (BETWIEE V VIA QWTA DO REYES AM BMTON I WR4AD� BR �� LEON AD O � (NOTE. NO GRADING SHALL OCCUR WI7HIN M.W D. EASEMENT ►IM�� oll'f OMS ST l?aT AM VIA OWA DO DYES J UN77L APPROVAL/CLEARANCE LETTER IS OBTAINED) NTS NTS R/W (NOTE. NO GRADING SHALL OCCUR WITHIN MW.D. EASEMENT LEON ROAD 06 TENTATIVE TRACT UNTIL APPROVAL/CLEARANCE LETTER IS OBTAINED) NTY LOTS R/WSLY R/W TRACT 36536 VARIES FROM 149' TO 170' VARIES 26' I '87, '88' LOTS 29-38 38' MIN. M.W. PIPELINE EASEMENTVARIES TRACT 36536 TRACT 28093 PROPOSED 6' �, 94' VAR/ES (55' TO EX. R/W LOT PERIMETER WALL 26' 76' TO FUTURE R/W) I VARIES 6' VARIES VARIES PROPOSED 6' PERIMETER WALL PER SEPARATE 2' NAMES 6' VARIES 68' 26' *12'DG ' PER SEPARATE PLAN AND PERMIT I TRACT BOUNDARY PLAN AND PERMIT 1ANDP-f 13' 55' VARIEVARIES VARIES 1' 3' 1' Z4PFRIGHT �, PROPOSED S OULDER LANDSCAPE AR 6' LAND_i0 13' 4' MMI.) 4' M/N. PROPOSED EDGE OF PAVEMENT MEANDERING SIDEWALK DSCAPED EXIST. FENCE �. MAX , ONLY POCKET SCAPE' S i FUTURE CURBED MEDIAN PADEL. TO REMAIN -�' 0 BY OTHERS 709, 2 0 2 10. fPER PLAN EXIST GROUND Ke•, --� ��--- 2.•1 MAX -IEXIST GROUND Z 1 MAX 6' CF CURB & GUTTER SEEOEATAlLS SHEET 2. 0Z MIN BBVTCW ROAD 4' THICK CONCRETE NTS EXIS'JW (;OA/CRUF V-DMCH TOP WALL 15' ACCESS ROAD NTS PER PLAN 2.• 1 MAX. LEGEW 6 WALL PER LANDSCAPE 2%MIN. 2%MIN, Sao ARCHITECT PLAN, PER 2 PROPOSED RETAINING 2%MIN. EXISTING STREET ELEVATION SEPARATE PLAN & WALL PER SEPARATE '- PERMIT PERMIT X' EXISTING STORM DRAIN - -FX. 48"SD- - -- - # ROUGH GRADING PLAN UNIT QUANTITY TC CONSTRUCT 5' CONCRETE V -DITCH PER DETAILS THIS SHEET. LF 331 O2 CONSTRUCT RETAINING WALL PER DETAIL HEREON & SHEET 7, PER SEPARATE PERMIT. SF 2,710 O CONSTRUCT 0.25' AC PAVEMENT OVER 0.60' CLASS 2 AGGREGATE BASE 24' WIDE FIRE ACCESS ROAD TON CY 40 68 ® CONSTRUCT UNDER SIDEWALK DRAIN CAST IN PLACE PER STD. NO. 309 EA 2 5� CONSTRUCT DETENTION BASIN 'A' PER SECTIONS AND DETAILS ON SHEET 3 EA 1 © CONSTRUCT DETENTION BASIN 'B' PER SECTIONS AND DETAILS ON SHEET 6 EA 1 O7 INSTALL FENCE AND GATE PER LANDSCAPE PLAN PER SEPARATE PLAN AND PERMIT LF 2,853 ® CONSTRUCT 6" MINIMUM THICK CONCRETE ACCESS ROAD PER DETAILS THIS SHEET. SF 977 O N/A -- -- 10 N/A -- -- 11 N/A 12 GROUTED COBBLE 100 LB. ROCK (12"), T=18", 6" FILTER BLANKET SF 981 13 CONSTRUCT 6" THICK CONCRETE SPILLWAY FOR BASIN 'A' PER DETAIL ON SHEET 8 SF 347 15 CONSTRUCT 12' WIDE DECOMPOSED GRANITE PATH PER VALLEY -WIDE RECREATION & PARK DISTRICT STD LC -01 PER DETAILS ON SHEET 3 SF 6,667 FINISH GRADE OR B.W. CONCRETE FLATWORK 2% MINT ! PER PLAN SEE DETAIL HEREON EXISTING SEWER SYSTEM - - -EX. 21 "S� - - - - TOP FOOTING PAD ELEVATION ABREVIAWN& PER PLAN AT LOT AREA H -2O ACCESS ROAD EXISTING WATER SYSTEM -FX 8"w - PROPOSED RETAINING 2 INDICATES STRUCTURAL 6 8 NTS PROPOSED CONCRETE SIDEWALK BW BOTTOM OF WALL fc WALL PER SEPARATE DETAIL, SEE SHT. 7CENTRE LINE 3250 PSI GRAY CONCRETE PERMIT 1 \-EXISTING DEPTH PER PLAN (6" MIN.) PROPOSED CENTERLINE RADIUS R•3DD' DIR. DIRECTION FINISH GRADE j I NATURAL W/ LIGHT BROOM FINISH EP EDGE OF PAVEMENT OR B.w GROUND PROPOSED LOT NUMBER 48 PER PLAN TOP FOOTING 1/4" MIN. RADIUS AT EX. EXISTING PER PLAN2 /ETAW WALL AT TOE OF SLOM 6, MAX. all EDGES PROPOSED PUBLIC UTILITY EASEMENT __ _. _ _ _ ._ __ __ _. _ _ EXIST. EXISTING I INDICATES STRUCTURAL SEE PLAN FOR WALL HEIGHTS (NTS) PROPOSED PAD ELEVATION79.0 FG FINISH GRADE ELEVATION DETAIL, SEE SHT. 7 FL FLOW LINE ELEVATION PROPOSED RETAINING WALL FS FINISH SURFACE ITAII/Ilr WALL AT TOP R FINISH GRADE 2" BELOW PROPOSED EXPOSED RETAINING WALL HEIGHTS a.o T� o NTS NOT TO SCALE CONCRETE FOR PLANTER AND 1 BELOW FOR TURF 7/ SEE PLAN FOR WALL HEIGHTS (NTS) 2' 4' 1147T TOOLED CONTROL PROPOSED STREET ELEVATION - - L PROPERTY LINE J�INT 3/4" DEEP MIN. AT 3" THICK MIN. COMPACTED PROPOSED STORM DRAIN LINE 3 R/W RIGHT OF WAY I 10 FEET SPACING MAX. AGGREGATE BASE 95% �� R §HT. SHEET NUMBER ,- 1' ( 2' #3 REBAR TYP. UNDISTURBED SUBGRADE OR PROPOSED STORM DRAIN CATCH BASIN TR TOP OF RETAINING WALL TDP OF SLOPE AS SHOWN ON 90% COMPACTED SECTION NOTE: PROPOSED SEWER LINE 8" ss TC TOP OF CURB ELEVATION PLANS /\ 12' ALL CONCRETE SHALL HAVE A CROSS SLOPE NOT GREATER THAN 2% PROVIDE 3/8" FELT TF TOP OF FOOTING MAX 2% MIN \ EXPANSION JOINTS WHEN CONCRETE JOINS WITH BLOCK WALL OR STRUCTURE. ALL CONCRETE PROPOSED WATER LINE 8" © STRUCTURAL DISPOSITION NOTE 1 2% MIN LEVEL PAD PER ROUGH GRADE PLANS MUST COMPLY WITH ADA REGULATIONS. PROVIDE #3 REBAR AT 6" SQUARE SPACING. PROPOSED TRACT BOUNDARY � • ■ � ■ ■ � CBFI = CATCH BASIN FILTER INSERT \� \� _ ALL CONCRETE FORMS MUST BE INSPECTED PRIOR TO POURING 27 MIN FINISH GRADE __ - - -PROPOSED 2.1 SLOPE OR AS SHOWN ON PLAN F - -T (KRISTAR ENTERPRISES INC ) --__LEVEL PAD PER CONCRETE FLATWORK DETAIL -r SEE SD PLANS FOR DETAILS /��'1 ROUGH GRADE PLANS SECTION F -F PROPOSED 5' CONCRETE V -DITCH SECTION G -G 2% MIN 0 FINISH GRADE (AT TOP OF MAJOR SLOPES AND REAR LOT LINES) NTS PER DETAILS ON SHT.2 (AT TOP OF SIDE LOT LINES) I:\S0328S\KG\KG-02.dwg 5/U5/16 RECOMINEMD® FOR APPFtD OVAL ENG NEER M O R S E 1 1732O Re" Ave. Suits 350 kvins, CA 92611 S CHULTZ voice: 949-261-as2i FAX 949-264.0616 PLANNERS ENGINEERS SURVEYORS PREPARED UNDER THE SUPERVISION OF: RCE No. 52496 DATE (o"t4 1�.. BENCHMARK: ELEV.=1363.503 CO. OF RN. BENCHMARK N0, T-41-81, BRASS CAP 28' NORTH AND 30' EAST OF INTERSECTION OF BENTON ROAD AND VAN GAALE LANE. PROJECT BENCHMARK: ELEV.=1376.50 FD. CONC. NAIL SET IN TOP OF CURB 1 FT. NORTH OF NORTHERLY END OF NORTHWEST CURB RETURN AT THE INTERSECTION OF POURROY ROAD AND GRANVILLE DRIVE. TRI NO. 36536 BGR-140166A I.P. No. 140478 SHT. 2 OF 9 SHTS. COUNTY OF RIVERSIDE SCHEDULE "A" SECTIONS, DETAILS, STREETS SECTION & CONSTRUCTION NOTES ROUGH GRADING PLAN _ - - -- — DAIS __ pBY � FOR: TIERRA DEL REY INV., LLC. COUNTY FILE NO. 9 / REVISIONS APPRI DATE SCALE: H: 1"=40' V: 1"=4' COUNTY DATE I:\S0328S\KG\KG-02.dwg 5/U5/16 ACT BOUNDARY r ., R -7141 •o ?' - 1354.5 m• �nm 2:1 MAX. SLOPE '� '• ' �.. - � TOP=1352.5 C�i��N�r TOE o Rov sFErCFss 1349.00 Sb �. 3531013 EMFR1ENS/F( FS/FC r ES�AAE, TOP FOREBAY =120 CF_ / -SECONDARY EME GEI OVERFLOW -18" SD 9.50 GRADI G LINE IN" L s5 R/W FENCE PER LANDSCAPE FENCE PER LANDSCAPE l ARCHITECT PLANS PER ARCHITECT PLANS PER / SEPARATE PLAN AND PERMIT / SEPARATE PLAN AND PERMIT - - EXISTING NATURAL GRADE TOP=1355.67 GB= 135 00 GB=1354.00 �-1 MAX. SLOPE 4:1 MAX. SLOPE BMP W.S.=1352.0 VBMP =13,542 CF 5' O.0 (TYf?) . '2 -16� 7H/CK EN/GNEERED 5 A k ,%4 WTH 309 PORE SPAC. 1349.0 TO\' _ ' r J 3 6.46 TC �0 BIO -RETENTION BASIN "A" (LOT 85) 40 20 40 (MAINTAINED BY COUNTY CFD WITH VALLEY WIDE MAINTAINED SLOPES) BASIN OUTLET PER RCTD IN FEET RETAINING WALL 1 inch = 40 ft. PER RG PLANS STD. DWG. NO. 300 AND PER 18' STORM DRAIN PLANS 1353.75 SECONDARY OVERFLOW I TOP BASIN 1354.5 1 13 6" CONCRETE #4 016 2 DIR. 0.75' TYP \-7'W X 2'H OPENING 80 120 BA SIN "A" (ABMP REQUIRED = 13,542 CF IABASIN PROVIDED = 58,370 CF 1352.08 FL 3' "I 4:1 MAX. SLOPE CONCRETE DROP INLET W=36" PER RCFC&WCD STD. NO. CB110, OPENING .- MANHOLE NO. 1 PER RCFC&WCD -'_ -- .., I � FL=1352.08, SEE PLAN FOR LOCATION STD. MH251 (MODIFIED) WITH MANHOLE FRAME �;� BMP W.S.=1352.00 AND COVER PER STD. MH260 Lam, 1349.00 FL - - - - BOTT. �� ' _1 BMP =13,542 CF J { ! 2'-10' THICK ENIGNEERE-0 SOIL MEDIA WITH 309 PORE SPACE 6" DIA, PERFORATED PIPE 1349.0 TO AT 5' 0. C, (W.) SECTION B -B NOT TO SCALE i R/W FENCE PER LANDSCAPE / I ARCHITECT PLANS PER 1(, SEPARATE PLAN AND PERMIT EXISTING NATURAL GRADE /1353.75 EMERGENCY ESCAPEBASIN OUTLET PERPAD=1358.0\ rANDRCTDPER DSTD RM DRAIN PLANS PLANSS TOP= 31 54.03 RETAINING WALL i 6' CONCRETE ` lur maiiv iJ04.O PER RG PLANS 4 X1(5, 2 DIR. 0.75' I L_' 1352.08 I _EW X 2'H OPENING -- MANHOLE NO. 1 PER RCFC&WCD FL 3^ 4:1 MAX. SLOPE STD. MH251 (MODIFIED) WITH------- I MANHOLE FRAME AND COVER 1349.00 FL - PER STD. MH260 BOTT. FLOW 11345.58 36' RCP S.D. � 1345.49 INV INV -4'-36" DIA. RCP PIPE SEE TRACT 36536 STORM DRAIN PLANS 1/2" 6' DIA. PERFORATED PIPE AT 5' O.C. (TYP) P/L FENCE PER LANDSCAPE ARCHITECT PLANS PER SEPARATE PLAN AND PERMIT % PAD= 1357.2 2:1 MAX. SLOPE GB= 1354.00 4:1 MAX. SLOPE 2'-10' THICK EN/GNEERED S0/L FOREBAY BMP W.S.-1352.00 MEDIA WITH iO9 PORE SPACE =390 CF, 1 �v VBMP =13,542 CF - - - - 2 '� 36" RCP S.D. i Ii..-- 15' --•.I 1349.07 FL 12' THICK J SEE TRACT 36536 STORM DRAIN PLANS GRAVEL RL TER SECTION A -A NOT TO SALE 11 MOWCURB PER DETAIL LC -33 STABILIZED DECOMPOSED GRANITE COMPACTED FLUSH WITH TOP OF CURB WITH 4" MIN. THICKNESS SIZE SHALL BE 3/8 MINUS UNLESS NOTED OTHERWIZE COMPACTED CLASS 2 BASE AS REQ'D. WHEN SPECIFIED FOR FLOOD CONTROL ACCESS 1 1-112% MIN. 2% MAX. 1-1/2% MIN. 2% MAXI ---- IS I FINISH GRADE OF SOIL IN TURF AREA 1" BELOW TOP OF MOWCURB UNDISTURBED NATIVE SOIL 90% COMPACTED SUBGRADE UNDER MOWCURB FINISH GRADE OF MULCH IN PLANTER AREA 1/2" BELOW TOP OF MOWCURB FLOW- r - --- --- -- --------- --- -- - -- NOTES: 1345.58 GRA 141t D.G. SAMPLE MUST BE SUBMITTED FOR APPROVAL TO DISTRICT'S REPRESENTATIVE PRIOR TO 36" RCP S.D. 4' LF INV C DIA. PERFORATED PIPE DELIVERY OF MATERIAL 36" RCP AT 5' OC (TYP.) COLOR SHALL BE "GOLD" UNLESS OTHERWISE NOTED ON PLAN � I 1345.49 LD Consulting 20' 1 (Any deviation or reproduction of this design must be approved in writing by Valley -Wide Recreation & Park District) INV SEE TRACT 36536 STORM DRAIN PLANS SEE DETAIL AND SECTIONS CONSTRUCTION NOTES: ' VALLEY -WIDE RECREATION & PARK DISTRICT THIS SHEET 0 CONSTRUCT 5' CONCRETE V -DITCH PER DETAILS SHEET 2 LC_01 12 GROUTED COBBLE 100 L.B. ROCK (12"), T=18", 6" FILTER BLANKET DECOMPOSED GRANITE PATH REV. 2011 13 CONSTRUCT 6" THICK CONCRETE SPILLWAY FOR BASIN 'A' PER DETAIL ON SHT 8 DIAL TOLL FREE SECTION BASIN OUTLET DETAIL 15 CONSTRUCT 12' WIDE DECOMPOSED GRANITE PATH PER VALLEY -WIDE RECREATION & Valley -Wide Recreation & Park District 2012 Standards and Specifications 146 1-800-227-2600 NOT TO SCALE - SHOWN AS REFERENCE ONLY PARK DISTRICT STD LC -01 PER DETAILS HEREON AT LEAST TWO WORKING DAYS CONSTRUCTION PER STORM DRAIN PLANS DECOMPOSED GRANITE PATH DETAILS BEFORE YOU DIG PER VALLEY -WIDE RECREATION $ PARK DISTRICT STANDARD UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA NOTE: RECOLOMEDED FOR ENGINEER 173,20 Pe" Ave. BENCHMARK: ELEV.=1363.503 TR, No. 36536 BGR-140166A I.P. No, 140078 WORK CONTAINED WITHIN THESE PLANS SHALL APPROVAL M O R 8 E Suite 860 CO. OF RN. BENCHMARK NO. T-41-81, BRASS CAP NOT COMMENCE UNTIL AN ENCROACHMENT • tvr,e, CA 928,4 28' NORTH AND 30' EAST OF INTERSECTION OF COUNTY OF RIVERSIDE 3 PERMIT AND/OR A GRADING PERMIT HAS BEEN SCHULTZ Voice: 848-261-8821 BENTON ROAD AND VAN GAALE LANE. SCHEDULE "A" SHT. ISSUED. - - FAX: 840-x61-0618 PROJECT BENCHMARK: ELEV.=1376.50 DETENTION BASIN "A" --- -- FD. CONC. NAIL SET IN TOP OF CURB 1 FT. NORTH THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR -. PLANNERS ENGINEERS S U R VEYORS OF NORTHERLY END OF NORTHWEST CURB RETURN SECTION AND DETAILS OF 9 SHTS. ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN DATE AT THE INTERSECTION OF POURROY ROAD AND HEREON. IN THE EVENT of DISCREPANCIES ARISING AFTER COUNTY PREPARED UNDER THE SUPERVISION OF: RCE No. 52496GRANVILLE DRIVE. ROUGH GRADING PLAN APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL QFECAM BY BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND AR BY DATE APPR DATE SCALE: COUNTY REVISING THE PLANS FOR APPROVAL BY THE COUNTY. REVISIONS PATE DATE H: 1"=4O' v: 1"=4' FOR: TIERRA DEL REY INV., LLC. FILE No. ENGINEER COUNTY 1:\803285\RG\RG-03.DWG 5/05/16 SEE SHEET 5 „..... .,.% ";( r`. 1,i.,a'•. .-,. , o.,,,„.,... ,.^f •, yMr / /! fsT-,6rrcn.,.. ._. a I t ., ..,_.., e., ...,ti,,,w, 1 , i ( I : k s.Ck 1c _„• 3 ' y,.kY, ' .. .. , ..:.;.k ... ._. _._.........., T , _«..,.:. ......,._- _.kr..1,,..;x`' ^ F _-4I-"...�, , "P.._-,..�., d :! is . , . +r, . @ .mv. . I ,` `.._._.. .,.. .i r" gyy,m',� ,.,, n r�. ..F .1 ,w -- w r u,u.x s,,a .,. . s .�a ,, ? 1, .�_> . ��_;�✓t;..,.,... , . r,.,.. i , w^' Lad.-,.r.�. s„ i.' ... . � 1L- r �,. •.1 , :a . 1-k f 'a -x.':„' '': i -�--� 4,iii,..... _q. , 4 '2+60.4 IL.L. r-irf131 a,< I ,5,. ... r f 4.. v , .Y I q .. ,,,; ,`+v`.iwi,.,.� v '.. i+. },d •.rnx£ p x .. ... .>.......I 9, i. A f'' L-. 1 I I MWD NOTE �-ODJ'Ajy d. 4 - I i ...,._._...... . - _} � I I W ' ./l5 ---�� - I. I 1 q,./.',1, _.._ � I � � z � THE CONTRACTOR SHALL NOTIFY MR. DARWIN �G - -� .J �� 4�' �;.., h J6 �, rt + POTTER OR MR. GERRI MICHAEL OF MWD I d J _. �. _ - JJ 1360. ,,;.�a ��, h_ �,'° I f�:3,�ti:�� . _ � I: , f r� � �, z �, + � � ^. �, WATER SYSTEMS OPERATIONS GROUP AT LEAST 8 1359, 6 F - 1F V V . ,'i. y, t n 1360. •! ry „ „. / �' im' Q �- 3 i TWO WORKING DAYS MONDAY THROUGH E . � C ' t {l� `•(. ,tl .. s . E ^.""+ ? ., ( i , v tG> -: �.-. °,,, ( rn _.. L �,.. cD L� i � S9 �o TRACT BOUNDARY , t� + �p 3� r 100 �{ I 3 i 2 C �� I � m i- 6 15 `9 0 60� Q 1 � 06 m� F ao \ r �' 08 F THURSDAY PRIOR TO STARTING ANY WORK IN EXIST. MANHOLE TO BE lOG �, 1361.8¢S, i �m �� LI _moo ;�. G 1-i ,I 06, tiw7 TI ADJUSTED -TO GRA P t �-. F z t •. �, <, ��;� ,�� )I 135o'�T«_ THE VICINITY OF MWD FACILITIES OR WITHIN DE ER + I p �� I.1 !; ' I 6 �\ ��C, �; Q f'� tij G o ' i ' q STREET IMPROVEMENT PLAN r : I 1 CJ t./ �� °� �� 359.7 35.29 MWD RIGHT-OF-WAY ® (951) 926-5853. AN I �j ;I I J`.' I z <c ��J - ' 5 1362. 5.4 I 5.4 )� ,o( a (TYPICAL) ) '+n`-' h `AGI G Ii FG 102' Tp + I _ 1361.0.y 1 I h ? I 6 6 .�/ ✓ , Q1- N RECORD 35 x �I i 11 1361.0 0 5' c, 3 362. �I �� ` 56'1, CAD),3S 9 Q 1 T, I I OPEN SP vo �p ,�� O z 0 O g 0 CONSTRUCTION I / ,i I o I y� i uj • � i 100' F� o �� ' + + 0 7 2�3' ,?� 109' F 8 �� * PROTECT IN PLACE ADJUST TO GRADE PER STREET I �: % .,.MAI TAIDI � G ,00 _ _. �, I (.� G' G r II epi ��, I 1 i8' -8 1 e o ;; o IMPROVEMENT PLANS, SEE DETAILS ON SHEET 16. O I 359 4 MIN' BY A4Y o -i. I WI E \:,�*6�, � �c.� 79 G �°� p �'o I p 1360, 0 �35 42 PROP EP.---� T , i�J4 fi l07 p �- 1362.0 I 60 2 c s,. l i k �,. I 3 W ' : 1-r r� T�i < 59.54'' I �o S {� �olc3', o o c� .� 02 z TC HP1 t p ot9 6 1 G 1 _ I Q o I 1 O l 1 ^� o off. �� h z �i G I ,„ 1 + 11 y 01 F� Ii I�� o I �k* 12 WIDE X 6 THICK 2500 PSI CONCRETE ACCESS ROAD Z I 1 + + 59'.62 1 l f 1361. �� 36 60 o I I �' o �35� ;Q 1360.0 i I oo v PATHWAY W/ #4 REINF. BAR AT 4 O.C. OVER 3 CLASS II _. EXIST 48 WTR I F 5 z 6 Q 1' o Fc60. i (� N ( ¢ p1' FI O o c �, (� 0 �� i O ' �' �� 109' F BASE PER STREET IMPROVEMENT PLANS SHEET 6 PER EMWD DWG. T+ �0 Fc z v o ,�`c�'i c crl G NO. D-9126 I �� , I I G 100 28'-------------------------- p 1361.9 a �' �' " 7 F Y a , t �I ^� F !- G p O C 9 QJ ,5p � �� °� �,• � �-„ 1 � �C7k'�C REMOVABLE BOLLARDS PER LANDSCAPE ARCHITECT PLANS �� 1 11 8' + 1 Q I 1360.0 I �� I Ii � EXIST 12 WTR �� 1 of o �U F G 106 I� 1361.8 + I 0� F� I PER EMWD DWG �: 1 ( 35�.F7� U �� + ��" + ,�0 O 33 o F 6� 5 361, I+ p 102'' STC + I' ",I- EXIST CBFI = CATCH BASIN FILTER INSERT NO. D-9320. ; I t I �, �� . I + q T4, �� , 3 1362.0 3 I6 ?� 101' FG 8 �, "`r T`� "�`� 1359.8 Il�! (KRISTAR ENTERPRISES, INC. 0 �6 �C I I �p ) It 1362.0 6 Z 3 - SEE RCTD SD PLANS SHT 9 FOR DETAILS J 1 39 90 39.69 i o 9+25.7,5 h36a `, ti� C�'.. 104' F ?� F� 28' 56 ! 8 `�� i s9> 7�.1 -r.11 1 ^, 598 r ? '' z I P 0 T H G 100. I G o 118 8 1 I F .� EXIST 15'z SWR---L--IL 'i N ICI _ 359.7 �� / h �1 V V I - I , , w ��'' I : 5 1367.6 � PER EMWD DWG. 30 v i z � s© (I 77 FG �1N X61 1 1359, � , �%' F� 1 t, c 1 N0. D-9320€ TC;" ='a`" Z _ ` F + c I 5+ I 321 a c� - 2.7 363.0 TRW I G 03 >4 1361.6 3 i 5 g 5' i 1' > > 11 1 �c c� Q �� c� 361.6 BW o n A + w CONSTRUCTION NOTES g 6 61.6 I+ �, 102 A 11 I il. i co o Z Q) u, 6 8 v I �� 13e2. _.360.3 T� _ � `�� _ I ,01 F I,,,; cD I o Q \ p w. 2 1362. Q I c\ 3 ?� + I �s� �3 is i I Q08 FSI ; �- 6 X63.0 TRW 9 Q �r8.0 S9 1 +75.2 r:: , Fs + 25 0 -- I I `� �~ 101 F 2S 2.7 0 �' �� p I I & 174 �� L 6 �-rr a 2 CONSTRUCT RETAINING WALL PER DETAIL SHT. 2 & 7. PROP. EP. _ B i 3� c c 361.4 BVr o I +_ , % X88' lG5 I _ 1361.4 Jr F I� c�o 1' 115G.621TC / L ... I c0 36 3 TF 0� _ - I_ �) L EX. R W PER GRANT DEED N0: I ,~ s. ;�� IST WD "� 6� o' -. 1359.8 15 CONSTRUCT 12' WIDE DECOMPOSED GRANITE PATH PER t, . �� o �� , I G ��. G �+ 3588 € +48.7 ,1• I.; I e , 4� PIPET P q L F 100' 136.1. 5�. °� 1 5 I VALLEY -WIDE RECREATION & PARK DISTRICT STD LC -01 58524 RECORDED 5/20/1975, �1 .� 2 I �r- D DW ,� 0 3 / 6 G �' �� 36 G 102' T ^' cel e° I 4 i 59.53 48.08,,/ - c;� �� 363.0 TRW S 1,3 F 9I a - - PER DETAILS ON SHEET 3 - N B-696 4 O; 6 2.7 6 S 101 F 3 8.13 I i . I �..;�.• it 0(00 FS1J s�• i 363.0 \.�� 361.4 BW FC 1� G 1359.9 l y = I r� I i 360.3 TF GO 75 TC O I I) 1f t 1363.0 363.0 TRW i ,, i S 6 4 i 43'' I,� +08.33 �fS o �ro� 100' I g 2 361.1 BW 2.7 I_,, !i J �� FG '`c r �i 104' F�;�g 64 40 M 9' ° g _ 3 9.0 FS _ .6 360.3 TF 1361.1 , o 0 1360.0 7192 3 EXISTING `36� �� o o --, :; PIPE EASEMENT PER •G% �, �-,1 .,._ �, .p 360.9 TRW ,- � .> _ _. _ _.. � � EXISTING MWD PIPE EASEMENT 0 I ,� ?O T _;, , _-_ G 1.4 G ,� 1361.0 ^� 2� �� TGl _:� c ' O,R. 11 240 1 �' i -" �,- _ 360.2 BW� '! _ 1 , I 1 PER O.R. 1535 83-109 - '' 58. r �� _--- 359..6 TF L� I c� �� o , �c�� r�, 5 (DEC. 14, 1953) ! 2: 1°' i&1. OCT. 31, 1949 G ° .,._ t1? � 1 , �� 67 �� , � -EXIST 5 DITCH 87 6 n , O LIP SE.t� S a I.2)TO PROTECT IN EXIST. 48 WTR PER i{ I I - - 358.5 �- R pro 1360 EMWD DWG. NO. D-9126 II L<IP ( 7k s PLACE ti 136215E=6�io�o,0.5% 9 s. .,._� - -.-ice-- 1362.9 Yrs,..._.. ,... EE... N + i 35;9. 2 ('w� N� x._c, GB HPI °� r / EXIST. 12 WTR PER -: I T 1 6•.. G _moo/ �" 14 -'-�3(SG tp. , , �� EMWD DWG. NO. D-9320 +� - _ � .._..... ° ✓ GRADING LINE i �,n�i ,: 1 r ,1 r � � � 1`�, S, 9 •1.,.. , 9 00 � hg/`� .c?��C c.� , p U.981 � �� / ^� /, ..._. ,.. „-,.. •� _--.. _ TYPICAL rill ,� 'S 6 I lie_, 1 •. + F,C-,1Ci L 9 6' 3 � 358.8 G -� I �5 362 g - _ _ 50' 00It FS ^, : f i- I c �,S �� p �G 0 50' 4' 46' S0' SC' 12' 31 ' 6 6 �`� 41 ' 4' 7 I h f i + 749.3_ �, F 1362.8 1362.4 0 - i + 5926 o 1362.1 1361.8 TRACT 36536 `' TRACT ,r , � 15 t �5 __ F � -. GRADING LINE �� PROP. SDP ( 136 6 38 i 4 TYPICAL ,- _ ) � 2 ' (TYPICAL) SD P NS I BOUNDARY m�o s { 358'.22 6 7 1 5.4 25 20 q + 1 4 I 35 4 _7167. ��I�'°oo^ >r;� m� 4.7 r.� T � 23 0 � I, (i 4 ":':. I c�� /r °C.p /� N N N C.O l.�J N Ir- 7 r: k 7.1••1% Q KCO �� I�^'"l Cfl �� d'd'? 5T.69 , A , I 7310 �� .�� 362 �:�� N �� 2 c � m 1361. 361. 1361.2 1361.4 1361. 1361. 1361 `. 1 1360.8 ,�,i o Nm N { i } T�' i �� . %/ iX Ch� hY7 (.F� cv oo ` t,S�.✓ ,f ,.. ,E "-k •- �,,- , / 135 Jp. cam, �p�' (n �? �' ,� 6' � ` "s � O PROP: SHOULDER °��\ s o �^� FC' �l �o`l `' 6' �' ` v' .r v' PROP. R/W O 6O �u5 : 3 135 �o a c1 Lo x\� S7 4255',`� �� . , r��S ��a�oPROP. EPTC W 56 O 27 2450ca55 c EXIST. FENCE TO I I/ - - _„_,__ _-- _ F r F F �0_ _ _ BE REMOVED 44.Oi7 3 6 48�_ 4.8� _ __ _ --_--- -------; N _2�0 _ 4_8 2� --- ��- _----- _ - -- /ES ---�_ _ 405, TRACT EXIST. RAW 3,55, 6,'9 4� W \-------------- ------ - -- --- _ - -- _ ------ BOUNDARY 4:8q_ 2.1 I - 2:1 i - _ '; I - 4--�---- =----- --------------------- 4 -------------- EXIST ��_ 36 0 STEEL,PIPE - CASING , n _ . __�- _ PER EMWDWG - o c> N 89'49'20 E 891.78. _ EXIST• CURB �; oo __ N 0. D- 41586 �3S 31-.6 r� o m r`tn ~ ~ N a _ cc> o ,n ai o �+ o °O col o? _ „ n� I r\ 00 �; di �, v rn co c� �, rn �c� of 00 c� � co c> a, EXIST. GUTTER s / � P N Ln H r) H- u� \m c e:3 0o v en ...o....,� - o L� - re .: ...... .. .... .. "„m -^ r"a 1! CO 07 1-7 1-'i C� S� r ' ' i.C) (J U L(7 -'- tet' pp M La_ tt7 tL0 rl)i U H rri C.o �..�I---C'_> ..... Li U Co L� 00 CJ o _ 6� 12 L.1-_ p ..�� ....:!.... . .. .....:. �.....:. �.. .1 »I..... c.:,',., i.., ,l. ,,,�.,.-y. ...,.��,�; I� ..I L,_ li c•') i- i`� d' fl0 1`1-) �- tf) !- ..� ._Sll_ ,1-..,_. " �' !- t�•7 M tS7 N") tf) trj... 1-= CrJ W ... .. , . ._. _.. ... , .;,.. , ( _. I,, kY?, m '(- lLi .'� C._.? N') _.... _ _. N) N} N') Q} Lr) �, EXIS .. Mei.�I �- ,,t i- - �_ a z Ln IST. MH. is TRACT BOUNDARY - EXIST. EP NP- v _ EXIT. POWER POLE 0 0 �'" ... MT. POWER POLE,x .._m EXIT. FENCE TO BE 0.62 _ CIT.'. - EXIST. POLE T J1 .., N2. F l _ - _ ...... _.,..,.... . C„ 2 ,_. . _ 1 O .y , rta, r .__ _ 11- TO �JN RGP,OE 6,D�D 34 T 6 BE UNDERGOO'�1VDED �5 R�I�, QED PER �,I;�E �b _ �/_ - - --- 38 - _ 3� 4� of_F:.-� _ - _ ; - # - ATO--BE-UN i - T--+-- - �- -I-- -I-- w cn ► :1Y OTHERS __... k. \ F.�� rvl T T, __ r <�,.. _ _.., „� ,.� ..., _.. ..,... , -. . 2 _ ... _...._._. . , ..., ,,._... _ . .. yr C) z ...., u. _... ,^ _. M {1A.. . , m _ _:_�: - - -- _ BY OTHERS __- EX �4RW G 6v% EXIST. MH. L XP� I. MH � w 1 1-_ �,.... ,. , . _ ._... _... _..,..._ . _ _ �, � 4,,.. ._. , .,r, __, ,.._ _.... _. ... . __ _ ... - _ _.. 1.13 �' EXIST, 24 SWR _. _ ...._1 :_. ._, x_ „ ,._ ... w. _ ._ , I, co EXIST• MH ;., i ..`(' r. G�ra�+_ n 1-n - ,... ,...... ,. ,..._....,, .._. 7 } xrs �T �� /A��L . PLfA LfYI YYU UV. c} - E E m o EXIST. EP G , ! 1 ¢ -- D- NE STRIPE---) RIP .w cn p NO 22275A �' n EXIST. T E� i CENTERLINE -.. EXIST 24" RECYCLE ._; ,._ ,'' .� ~ .._,..,,. +� . - .._ .-. ._..._.._.`_ , _. _ + � I�I I�t 1�1 ' _�. � - - - - - -�"fiU '�WK`.. --�--� �WD DWG -J _ WATER PER EM PROP. EP. i .I .: - - - - Or - - - - _ _ - _ _ _ -._� - - _ _ - - - ..-- PER EMWD DWG. EXIST C&G PROPI SHOULDER �:, .x { --► o � ^ N0. D-41586 - - ` - � ' i i `:� i,.. 1 _ r '44� � � � PROP. EP. PROP.' SHOULDER N0. D-9288 � - - - - - - - -_- - E WAT R VALVE - - - - _ � - - - - - - - - - _ -- -- - -- - ---- ---- -- - - - --- �_ EXIST'R W PER EXIST EASEMENT PER-- EX. PROT TI IN PLACE -/ EXIST. WATER VALVE T. R W /► co ¢ ��, -, o EXIST-24"CULVERT EXIST. EP �( INSTRUMENT NO. ,,158193 ;; / ° IL N 1 TO BE ADJUSTED TO a z o TO BE REMOVED PER INSTRUMENT N0. 158193 - -EXIST 12" WTR � EX. iFI�E HYDRANT RECORDED NOVEMBER 29, 1972 I I GRADE PER STREET o --) QQo RECORDED NOVEMBER 29, PER EMWD DWG: T IN PLACE11.111-H IMPROVEMENT PLAN EXIST: 12 WTR STREET IMPROVEMENT PRS{TE� w co �r ,I -1972 APN 963-010-001 N0. D-9288 APN 963-020-009. APN 963-OW023 � 1 � -'PER EMWD DWG. � � � o�,� � PLAN (TYPICAL) N0. D-9288 APN 963-010-001 EX.SAN DIEGO If`IPELINE NO. 1 -EX. SAN DIEGO PIPELINE NO, 12 C"7 ro MWD 60" WATER PER MWD � GRAPHIC SCALE rn DIAL TOLL FREE � + 1-800-227-2600 DWG, N0. B-69660 t 40 0 20 40 80 120 AT LEAST TWO WORKING DAYS LLj mi SIEMENS! BEFORE YOU DIG I a o ( IN FEET } UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 1 inch = 40 ft. NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. F1EOONkIENDED FOR APPROVAL. ENGINEER L-17320 R64" Ave. M O R S E since 350 Irv», CA e2e14 8 C H U L T Z Voce: 0"-2e1-882.1 FAX: e49-251-0610 PLANNER 8 E N D I N E E R 8 SURVEYORS PREPARED UNDER THE SUPERVISION OF: RCE No, 52496 �� DATE �-%( _4� BENCHMARK: ELEV.= 1361503 CO. OF RIV, BENCHMARK N0, T-41-81, BRASS CAP 28' NORTH AND 30' EAST OF INTERSECTION OF BENTON ROAD AND VAN GAALE LANE. PROJECT BENCHMARK: ELEV.= 1376.50 FD. CONC. NAIL SET IN TOP OF CURB 1 FT. NORTH OF NORTHERLY END OF NORTHWEST CURB RETURN AT THE INTERSECTION OF POURROY ROAD AND GRANVILLE DRIVE. TR. No. 36536 BGR-140166A I.P. No. 140078 COUNTY OF RIVERSIDE SCHEDULE "A" LOTS 10- 35 & 59- 80 ROUGH GRADING PLAN 4 SHT. OF 9 SHTS. _ - THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT of DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTON, THE PRIVATE ENGINEER SHALL AN ACCEPTABLE SCLUTVON AND BE RESPONSIBLE FOR OR APPROVAL REVISING THE PLANS FOR APPROVAL BY THE COON Y. DATE - _ - CFE M BY - FOR: TIERRA DEL REY INV. LLC. COUNTY FILE N0. �7 • (� AR BY DATE REVISIONS APPR DATE SCALE: H: 1" =40' V: 1"=4' ENGINEER COUNTY DATE I:\8C328S\RG\RG-04.dwg 6/15/16 co coto U F- Z J Z Q V 0 Q I LEON ROAD VACATED PER TR 6536 FINAL MAP PAS APN'9W 027 CBFI PER RCTD SD PLANS EXIST. R SEE RCTD SD PLANS SHT 9 E REINFORCED CONCRETE PROTECTIVE SLAB ON TOP OF MWD PIPE#1 PER STREET PLANS SEE: �s SHEET 7 �� hr x I TURF OPEN SPA GATED/ LANDSCAPED} 3 AC' PROP LINE 'B-1' PERE � MAINITAINED BY LEY -VIDE 351.60 TRACT 36536 SD PLANS - - - �1 =_ MWD NOTE: THE CONTRACTOR SHALL NOTIFY MR. DARWIN POTTER ORM GER R. RI MICHAEL OF MWD WATER SYSTEMS OPERATIONS GROUP AT LEAST TWO WORKING DAYS (MONDAY THROUGH THURSDAY) PRIOR TO STARTING ANY WORK IN THE VICINITY OF MWD FACILITIES OR WITHIN MWD RIGHT-OF-WAY 0 (951) 926-5853. , f F 1 It �v rn „ f7 r r t 351.87 f� FS r% 6N. r .. i 1.. - :.., , , aG XIST 30" RCP TO QE CONST 10 / - EMOVED PER STR�E1f' i ' 1 EXIST. MANHOLE f PR,4DVEMENT CLANS t� `'�'R 3iCY PROTECT IN PLACE 352.1 rF, RCFC & WCD STORM F� F� /ST S7 LINE 'B-2' PER TR 36536 5�7ST C DF SD PLANS �'C ,44 I] CT 2 J;J J ! I I I I Q I EX. R/W PER TR 28092, MB 3105-9 W i I I rl_?AC %JJ3 ,,,.:, LINE 'C' -PER TR 36536 SD PLANS I I l 7w LAT C1 PER `�., LAT C2 TR 36536 I I I I I 7 T . , • SD PLANS PER TR 36536 1 I w fq I I EX. STREET LIGHT TYP. I I SD PLANS I h I III 1. APN 963-060-021 EXIST RIP RAP W - _ TO BE REMOVED 350.99 EXIST. C&G V <J _ _ --- -- Q ---- � TC , ; - -T�A�T-- BCU N� Y � � . �_ � rid --....__.. ��1i11•'tt,✓.1,' T'-�..,. V _ir'- p� S •r�8 /'c,0. Oh3 n `'�r `"`moi `' _. .-- i,d;,,...�7 '- �' ., ;.... �� ....._.'SEX 8 �3 ... ...... , ,.w�` ! ...��; �„ .... , ,.,iwt.I i _ N 41'39'12" E 227.80 T 17 35� al. r c; �. -f- . t� � 90 v.. w- ;....a.- _. ��, i �X��B SS I 01 � 2 _ w_ > r(7t F ��' a o 7 Q.5% / t ---I � 27 c, 1 o ; , . r k A � a f v � C 4Nd S 8 -n `L _ ft 3 _ � ^ty _ - - - - - - r� r Arcs -5 O c> cs s .51. 5' i I 81, _ 228' �h r ----- --_ ________i r ih �J 45' 1 `�s 50 51' o �� co 1� 7 `'1' 3 }`'� c� I N' RET! W `.`b ,� `9 �`� C� ,� `S� h°� ,� Lq z . , �� I �, o F o ^� �, c a' �� F �/ 1350.61 5 Sp -,, ,, 1= 1357.2 � �� I ' ,I Il'o 1 � � w CB PER SD 0 m 2 � � 6 `v 2 z �o o 1350.62 jp. �r r i i tl A �,� PLANS - c �� C o Oq� ��, GFS PROP LINE A ER 3.1 lal i a``��c, o�,� c' Q ROP. LINE 'B �� ;� O FL o 0 3583 1p6, s,' TR. 36536 SD PLANS i H / o o PER TR 36536 "' O I o <.v 35 TRW°, o Q > SD PLANS 4 Deo r t r 2 p 75 4.0 Fv I C,, DRAIN EASEMENT PER �' / w" J5 BW 1.3' 7 ; ,',' �2 c` c 44 355.58 _ j r '0 42 �� 5 �� 0 30 ass 2 ,3 I INSTRUMENT # ��1 53.5 �...�" r ,` w �e �� 3�9 C r/� i 5g.0 3 5 TR TF lr/ �8 G T 1 5 1, h Sg s s s o 54 >> 1357. 4 r r C i 3 BW 4T ., �I/ rC "' DATED: / FS r r ' i�1 / 53 �-� J59-0 159, I / TFjo6, X56 I QL. 1 x PRP. kG r i l ��5 c i .� 3 3 TR �' }: ��S" ��" w �1' �l� ( 44 1359.6 . Y r i �'•J �. / l '� ', �! n� l .„ 1360.0 i RCTD STORM DRAIN i h Bby 1.3 11.4 355.81 C 6 l. b.. .. w I a> 4 4 4 / �, _ 1 EASEMENT PER TR. 365361 r 35 s 4 / F W 1 c 358 3.6 T TC ... ;'' ` j' �,..0�\ _' Lj _ '� �_ -- _, - --� opo i 3 6i �cn' - ;� 358.3 35 TR - 1 I 1 L .._.a,00 w ., x, �.•; .:: u. _,,,_,.::.:, M , ..:;.�� _::m ..... ,,.4s.,.,,;X.,.,,._...k..:-....',.�eR,l.we„.,..,. ....`^,.. FG ( G 543 _..,. _ .....� _._... ..- TRACT BOUNDARY EXIST. MANHOLE ,.� ,..r h 9 _I , i �,., -5'1, �r8, I l c / > , 1358. o / o ��: - ... _ ..._ 1 _. _ .. _. _ ,u•=- o , w 1 PROTECT IN PLACE 2� �� , �6 � oc� 9,01 s�,� G 5�^� 1� c,2,'�, �. <s 4 I l 1 / h 3 R o GR :: :: .. _1..,0% _�CA!�� 8�1. �1 - o°' Ao 11 l 354 3 4 (r STRIPING AND DELINEATORS SEE EXISTING 1 0 IMW I / �/ TF 40 A1C CIN FIPE EASE ENT PE l i 35/, i ! FG 9 o hb A( p A p DEATILS PER STRIPING PLANS 355.33`1 '>i '�� i �C "� 56 0 TRW °;r / ST R� pRAI R X36 50 ?53.5 BW 5 ¢ 1358. /4 5 N 1ANS s3B - - - - 49 1 50 357.49 O.R. 1119 24Q h FS �s 1 5h 5 (OCT. 3i1, ) 12 ` r ,n 6 TF 5.9#o I "'2 l i ./ c s 3S9 ,20, C� �'1 4 6 TC GB �C . 5°` PROP. FIRE . / i Z 0 Tp T' /, e', �� 5 ' PROP. 4'CROSS EXISTING MWD PIPE EASEM NI Q l X55 o 4 �G EMERGENCY 35gC f Q rl �, / 6 BWW67 i `3� 1357. 4 7 , ho, ACCESS & 5� ti PER TR36'.36 s 352' EASEMENT F _ �h PER 0. R. 1535/83-109 I 6 , / /` a\o <, / 8 359 0 3 TF o `ash . �, 5 ' S - _ - _ (DEC. 14, 1953) h r 35 35 TRW 39 T� 1357. 4 4 9 5 0 5 1 357.68 \ \ l Q I S� - 9B 1!0.3%� 1_ X523 �, 8'; �� , r G 35s.1 eW 5>> / / 1357.6 Tc t i M = `� ^ -- - ----- AMSTLRDAM RD. S o 23 TF 1358. o®. I CAD, 1358.1 1358. 8• : _. .. SWING GATE &`XNOX BOX -PER v_ T� KjI �ti s >o ofIN �I s> �� a..�, % _��-'�- - - 3 4. , LANDSCAPE PLAN" 0 t ra 35G 2 �; 5h'8 J �� 355 j T�W ��, r o , _ ✓ 353 " 6W 60' 15' ' 5 , c '� ^� w -� h �, d' G,`b �, -_ - - - - - - J �L �_ 5 FC & REPLACE 30 O 0 31 Z �� , 6 - - - - - �' "� v') �� 0 r3 1359.0 0 4 --- o Q ,. RCP PER SDLP f / g 53 ; 5' `__ �_-_ AINTAINED '00 ,1 �h 358 /RW _ o �� 0 L_-- ------SIL--- ------- Y �IOA �� _w G C s h C I 35 r 70 �(,_ 30 7b 4`-_- F 3 BGy 4.0 r 2 A DROP INLET PIER �R P 38'_ 1 550 I 81 h�; I 57.19 �' �O/ , \ I EXIST. R W - / `' o rn Tf l _ r y �• Cij 68 G 70' �o R 64'tC' `7 SD PLANS CB E110 �s 11 15 N 1359.0 r r s� �� p O. o0 50 �O• So357.18 FI .. TC/LP I �c� i 9� v r '`� ��' �c ,� ' 5� ,� "� '9 TC LP 28 fl , 128 52.28 FL, 49.40 INV. �, c >- f�G`r 120 �S r r �� ` c c �` c 10 18 - 18 1t:: 3S� i FO m / I i „ t 35'7.28 7 358.9 3� "`-�� 5 rr I. T� �� ' V t - , 1� 1 '�G �° rr I I 108 �' I 83 3 5 6 55 54 _ 53 52 �' �� I � � � r O � � � o 359 • 6� o I - I i 7 359.4 9 I r r S o 0 o 14 w hO I `�N \ ^D�� 5� �` �� o FG ,rr' Fc 1361. III �� I I p' ,^� 2�0 / 1 0 1 - n 358.83 �`' �G ..� r 1361. 1360.6 1360.2 1359.9 III k f- `` ',, FG 5s o I � -- TC S �' RADiNG LUNE ,, r ( i ao I 1359. r � �, �, I I � I © ``' 1359. I 7�,� r s/1 �'!!.a. 34 ( ! 3 ✓ �' �I . w 3& I. N w �$- - 100' F 9s rr 9 8_-__ a,� . d- } C (TYPICAL) 358.64 35.,3 � � � 108 C43/ 3 TC O4 �� - ; - - �C ' i, �a TRACT BOUNDARY I 1 i 5�� 35 ---- a o' S h� ' i i 8 �y t I �. ( � �' . , `'SdJ 1 `�J`� i rry - � j2 ' � �.., � I ;� ;w - - -_R rE�� F� I I �, s 57 �2' 21' O 9 �� I , _ _.,�.. I G ��° / 1 34� 96' 34' 49 O ° I h' r /� - 1.4-i- i I , I c / G�' - 115c� • ��, I 1 5' H w EXIST DITC �� .. 0 i _ _ k IC• TO PROTECT I 1 5 1360. � � -•._ � I : x I ! ��- _ �� w 3 I 1361. v 0.5% °� ALLE _8 `" - SA REQ, ' 1359.4 I n I _ _ f I �,� o - c 6p ��, a ,, - 2 ° „� 6 ¢I4,, 359 1 IN PLACE GRAPHIC S 1 EX ST. 'MW[� �: 1358 �s c �s _ - + ; 100 FC 0 I1 5 / :^`' .._ .._...,5,�'t)`� R -30G _+�.4J% 1 4 I HI CALF I o o , _ ,-�- --- ; X08 F� �1 I EAEM T , / .�.� 6C - - _ S '1 -�- -` _.... - Tr �t ( O 358. I p. �i - 00 b.5 _. _n� -� _ {- _ _ 40 0 20 40 80 120 I "`� ,,, C 3 °; o- 15 Q 6 F `a N. Z 4 / 5g 2 I - s TC S U I 95' o ...., �; 1.0_ _ O , _ r� `� �'' n c� ¢ 7 0 ! �� FG `}, �' A� 11 `� F I 1 r ( IN FEET) Q I 1' �� Il �r oo II T 9 Q o 1360. �6 ', o J O 'X _ i 83' j,f p ' v qs I o� I �� ' �� C1,357)6 (� h. Mtn/ ; I 1360. ,�� _ 0. en r z tir „ rli 1 inch = 40 ft. �. J� � � � ! t I ��L ; I i 36G� I TIO 1 100' C �, 2 C - �., \ I 15 I 100' v 15 I I I �', ' , I ' I tiff ,I ,�... „j i <° ■ V�O � ��- N0.7 I...., ,,_.....,.. I_(�{ I t.:y. 1 _C h 8' PROP. SHOUL6ER { FG � FG 102' PR P. SID PIPES Q PER PER TRACT 36536 EX. R/W . ER GRANT DEEDii` SD. PLANS LOT S I ; N0. 58524 RECORDED I 5/20/1975 I }} r PROP. EP. EX. SAN DIEGO PIPELINE NO. 1 SEE SHEET 4 EX. SAN DIEGO PIPELINE NO. 2 S O5 CONSTRUCT SAND FILTER BASIN PER SECTIONS AND DETAILS ON SHEET 3 J1V - IL DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO WORKING DAYS BEFORE YOU DIG UNDERGROUND SEWCE ALERT OF SOUTHERN CALIFORNIA CBFI - CATCH BASIN FILTER INSERT (KRISTAR ENTERPRISES, INC.) SEE RCTD SD PLANS SHT 9 FOR DETAILS CON TRUCTNAM NOTES: 01 CONSTRUCT 5' CONCRETE V -DITCH PER DETAILS SHEET 2. O2 CONSTRUCT RETAINING WALL PER DETAILS SHEETS 2 & 7, PER SEPARATE O3 CONSTRUCT 0.25' AC PAVEMENT OVER 0.5' CLASS 2 AGGREGATE BASE 24' ® CONSTRUCT UNDER SIDEWALK DRAIN CAST IN PLACE PER STD. NO. 309 PERMIT WIDE FIRE ACCESS ROAD 07 ® 12 13 15 INSTALL FENCE AND GATE PER LANDSCAPE PLAN PER SEPARATE PLAN CONSTRUCT 6" MINIMUM THICK CONCRETE ACCESS ROAD PER DETAILS GROUTED COBBLE 100 LB. ROCK (12"), T=18", 6" FILTER BLANKET CONSTRUCT 6" THICK CONCRETE SPILLWAY FOR BASIN 'A' PER DETAIL CONSTRUCT 12' WIDE DECOMPOSED GRANITE PATH PER VALLEY -WIDE DISTRICT STD LC -01 PER DETAILS ON SHEET 3 AND PERMIT SHT. 2 ON SHT 8 RECREATION & PARK NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. FECONFAENDED FOR APPROVAL ENGINEER M O R 8 E . SCHULTZ PLANNERS E N 113 1 N E E R 8 PREPARED UNDER THE SUPERVISION (/�� - L '" 17320 Pts" Ave- 3ulte Sao rvkv% CA ®leu V0100- 8.49-25188211 FAX: eas-2511-oals 8 U RVEYORS OF: RCE No. 52496 DATE L l BENCHMARK: ELEV.=1363.503 CO. OF RIV. BENCHMARK N0. T-41-81, BRASS CAP 28' NORTH AND 30' EAST OF INTERSECTION OF BENTON ROAD AND VAN GAALE LANE PROJECT BENCHMARK: ELEV.=1376.50 FD. CONC. NAIL SET IN TOP OF CURB 1 FT. NORTH OF NORTHERLY END OF NORTHWEST CURB RETURN AT THE INTERSECTION OF POURROY ROAD AND GRANVILLE DRIVE. TR. No. 36536 BGR-140166A I.P. No. 140078 COUNTY OF RIVERSIDE SCHEDULE "A" LOTS 1- 9 36- 58 & 81- 84 ROUGH GRADING PLAN SHT, 5 OF 9 SHTS. - - - - THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. DATE BY FOR: TIERRA DEL REY INV., LLC. COUNTY C, FILE N0.qlpy+ AR BY I DATE I REVISIONS APPR DATE SCALE: H: 1"=40' V: 1"=4' ENGINEER COUNTY DATE :\80328S\RG\RC-05.dwg 6/15/16 m R/w R�w RCFC & WCD STORM REMOVE EX. 30" SD PIPE -� FM PER LANDSCAPE Z!J ARCHITECT PLAN PER Ds' AB AccEss ROAD PER RCFC PLANS PER SD PLAN� DRAIN EASEMENT PER SEPARATE PLAN AND PERMIT EXISTING NATURAL GRADE 1346.1 100-Y HGL --� BASIN OUTLET PER RCTD 4:1 MAX. SLOPE 4:1 I MAX. SLOPE INSTRUMENT # TOP — 4:1 MAX. SLOPE DATED: STD. DWG. NO. 300 AND TOP=1348.00 _ \ PER STORM DRAIN PIANS RCP \ /, 113'X6" OPENING 24°x12'OPENING --' ACCESS ROAD EASEMENT' I EXISTING NATURAL GRADE GWALL 1340 FL MATCH EXISTING PER SEPARATE INSfRUMEK(` a` -O`"` - -- _..- FL GROUND 00- _ T �'� \\ s0 3S DIA HOLE 1340.3 BOT - --PROP. RIP RAP DETENTION BASIN '8' SECTIONS A -A ,3�.+� �'' ��` •�� 1� - � t � a i, ! \ 1 7 / 6 NTS TURNAROUNC PER RCFC t I ,1 I SEE TRACT 36536 STORM DRAIN PIANS 13rI1.5 DIEGO & WCD STD. NO. M827, i --- 1- —,.nn�c�� I� EX. SAN I t ?343.6: 5% F ._ �wr. P, RAS �n nioE PER TR. 365 _ / �� t PIPELINE LINE NO. 2 ! SEE TOR DRA!N 7 J' R W STORM DRAIN PLAN of SHT 1344 0 314, E /1 PLAN 1 — Q7 -FENCE PER LANDSCAPE '' i I �� ,� J� It , < � „ �/-- EX SAN i EIIE,i� / r ARCHITECT PLAN PER 0.6 AB ACCESS - 1346 �— VO. f P��INE 1PROP. SHOULDER — __ - --- 48 RCP SER �" � NOROAD PER TR. 36536 'jJ I \ 6536 SD P(11 SEPARATE PLAN AND PERMIT 15 v� ' l ,�, " CONCRETE ACCESS ROAD PER SD PLAN 1346.1 100-Y HGL 1 STORM DRAIN PLAN �� `'!` `` tom- �58 r< ! TRACT BOUNDARY- Q 12 DIRT ACCESS ROAD 15� ,.c .,.�, 7 '�'S . `' i PROP. E p OQ, TOP= .s � I � '` '�� r r TOP= 1348.00 � �`! 4:1 MAX. SLOPE L �N ROAD ACATED PR EXISTING NATURAF-GWE TK 36536 FINAL' MAP 0.6' CLASS II AGGREGATE ' ��, �' ' f�5 / BASE TURNAROUND PER / & WC�STORM � EXIST. �WD-STORM DRAIN PLAN EMET —1 A�N 9 230-027, I � �EASEGENT PER EAS M '� ✓a. (� 1 TRUMEhJ'f # 7 )I P /0' 1 PROP. R /W / i Al ( 88 PROF. E WD ! ' 1 I '-WATER & SEWER ASEN ENT 112, I 351.8 .� � ,'� �; % 6 / i 0.6 AB ACCESS RAD PER SCALE HORIZ. 1"= 20' /�,y�,/ TR. 36536 STORM DRAIN PLAN L O � MAI ANED BY �OUVERT. 1"= 4 CID 6gOT 86 MAIN /NE`D B�' ,�� • CONSTRUCTION NOTES- CO UNCF ! I .. _ �.�� % /�,If i'i•;J�� Q © CONSTRUCT DETENTION BASIN 'B' PER SECTIONS AND DETAILS HEREON w0' '� , p- ! REMOVETa F�tfP 6T 34 3� 4 ! ?s / / , ,, I • �DC�iJB�E 4r. RCP PE�. ., 51.60 , / � � r �.� /� .• ; ' O7 INSTALL FENCE AND GATE PER LANDSCAPE ARCHITECT PLAN PER SEPARATE ; �/ �� I'� G` �� ,;' :� i!-x�y'\ �•' -�"� � �� -��i!I �'TR,. 36636 §D FLANS ; F I t '�J '� / '''' iA PLAN AND PERMIT �� 1 / �� _ —�,,,, ✓, x - RCFC & CD STORM _ u XISI fiM�A OLE' RCTD SQRM DRAIN TRACT BOUNDARY I „.,, �� -'I „. DRAIN SEME�NT PER (� ;, : 1, ...: PROTECT 1 t PLACE . EASEMENT ,PER TR `jCiS , INSTRU ENT I i I a _. . , ri�V P��' .IT, \ 6 MINIMUM THICK .. " 1 ..< 1mi CONCR E ACCESS III I� I, — ' ! -I� " -Lf ) .. / �_ /� i th 1� ROAD R SD PL N!• ijt Ii _ x / i/ \ ' � / ",3#41 a y ( PROF . 42 ac , FCr�` / .5 �--- r PER rR� ,� � �. ,, - P N ' I 36.x, 6 LAI I : r / fro , 6 CLASS II AGGREGATE -= � ( (� . j F,2, ,;, k , , �� ._•�' PROP. RIP RAP / pP , —�. / , BASE TURNAROUND PES TUBULAR STEEL FENCE PER SEE STORM DRAIN iSTORM DRAIN PLAN (TYP) I' I EE SHEET 5 LANDSCAPE ARCHITECT PLAN S PER SEPARATE PLAN AND PLAN SHT 6 ,' / �� ` (I I--EXCST. 3�" FCP I PERMIT �/� /// �/ �� I i I i �� TO BE REMOVEi I/ ! a PER STRE-Tr�� 12' , I �� s \ �// / LOT 6 j i ' ;� IIVIFROVE TIT PLANS SEE PLAN VARIES �`� � / RCFC &WCD AFCESS 15` I I 1 6' CLASS it AGGREGATE BASE 4:1 MAX., 2% MIN 4:1 MAX. EASEMENT PERI I i r ;� ACCESS ROAD PER TR. 36536 TOP OF BERM MIN SEE PLANS PROP. SPILLWAY a� SEE PLANS PER STORM DRAIN 342 0 INSTRUMENT # I i STORM DRAIN PLAN �� ; o ATED: EXIST. MANHOLE x IAPRE STEEL F ENCEFSPILLWAY6" CONCRETE D TENTION PROTECT IN PLACE AND POST PER LANDSCAPESPILLWAY[TUBUL 1345.60 6 SIN B CONCRETE SPILLWAY ARCHITECT PLANH H LAT 5E RCFC &WCD STORM ACCESS ROAD PER TRI3636---------------- -' "A 1AA),:. N PLAN CONIC SPILLWAY DRAIN EASEMENT PER STORM DRAI 0.5- BASIN OPERATION INSTRUMENT # Q100= 41.7 CFS DATED: (i 1345.4 SIDE CUT—OFFFL SPILLWAY 1345.60 � WALL LINE _ A�\; I I w TOP OF BERM \ 2 / °g SEE PLANS 1�� t� �34 5 i I I' ' 6" MIN. THICKNESS SECTION 16" MIN. THICKNESS i w c�i ,' ! �� .\ l 1 I IIILu TYR NTS TYP. I � I I fI 4:1 MAX. \ I I ! f + TUBULAR STEEL FENCE RAW \ i I PER LANDSCAPE 6.94' 12 ARCHITECT PLAN 1/4 TON 2.T THICK CONCRETE 10' I SEE PLANS �� \ i I' ROCK RIP -RAP ENERGY DISSIPATOR MIN. I � � � _ I,. I , �' 4:1 MAX. `�j 1346.1 100-Y HGL WITH MIRAFI FILTER FABRIC. SEE i��Ts �� , �\ �� ( N STORM DRAIN PLAN SHT 6 if`1 I /�� t \I MIN PE 2% TS 1348 SEE PLANS � � 6" CONCRETE SPILLWAY / o s, 6 , �,,3 .�`� �� 6 MINIMUM THICK CONCRETE /P` / SEE SPILLWAY NOTES 6", .5% 1_345.60 FL BASIN OPERATION CONCRETE SPILLWAY DETAILED PLAN F ACCESS ROAD PER TR. 36536 �h / / _ ,r Z r Q100= 41.7 CFS PER SD PLAN SHEET 6 DIRT ROAD c� 343 STORM DRAIN PLAN ` I /1 /� 10' o 0 / ,� 1 /4 TON 2.7 THICK ROCK �✓-- 4:1 MAX. NTS J� \ �� j ( RIP -RAP ENERGY DISSIPATOR MIN. SLOPE WITH MIRAFI FILTER FABRIC. (1345.5) t '� TRACT BOUNDARY �\ �\ �` _----------�-- __ - —___- / �/ (� SIDE CUT-OFF -� - i, /� I - z T �r WALL LINE DIAL TOLL FREE -___-- u,_ ----_----- - _-------------- --- / 1 6" MIN. THICKNESS z DIRT ' � N � / •-- �-.._.7�, 111/0 DIR ROAD. _ 1-800-227-2600 SCALE 1 =40 ��`--------------------------=�-=I----------111--==------'� �`� ` 6° MIN. THICKNESS (TYPICAL) AT LEAST TWO WORKING DAYS 40 20 0 40 80 120 ,- 7 EXISTING �p,'„�y°jib' � .466.63' APN 963-060-013 NATURAL GRADE SECTION I'I-H BEFORE YOU DIG -. TRACT BOUNDARY -'-- �� UNDERGROUND SERVICE ALERT OF SOUTHERN CAUFORNTSNIA GRAPHIC SCALE 7 NOTE: RECOMMENDED FOR ENGINEER •7820 F%@KM Ave. BENCHMARK. ELEV.=1363.503 TR. No. 36536 BCR -140166A I.P. NO. 140078 WORK CONTAINED WITHIN THESE PLANS SHALL APPROVAL . M O R S E SL to 850 CO. OF RIV. BENCHMARK NO. T-41-81, BRASS CAF NOT COMMENCE UNTIL AN ENCROACHMENT tvY,e, CA 92SU 28' NORTH AND 30' EAST OF INTERSECTION OF COUNTY OF RIVERSIDE PERMIT AND/OR A GRADING PERMIT HAS BEEN SC HULT Z Voioe: "Q-261-es2i BENTON ROAD AND VAN GAALE LANE. SCHEDULE "A" SHT. 6 ISSUED. -_- FAX- 940-251-0516 PROJECT BENCHMARK: ELEV.=1376.50 DETENTION BASIN ----- - FD. CONC. NAIL SET IN TOP OF CURB 1 FT. NORTH THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ------ P L ANNERB E N G I N E E R S S U R VEYORS OF NORTHERLY END OF NORTHWEST CURB RETURN LOT 86 OF SHTS. ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN DATE ATTHE INTERSECTION OF POURROY ROAD AND HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY — PREPARED UNDER THE SUPERVISION OF: RCE NO. 52496 GRANviLLE DRIVE. ROUGH GRADING PLAN APPROVAL DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL _ CFEGCED BY BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND I/IARIJ BY I DATE A,PPR DATE /fir SCALE: COUNTY REVISING THE PLANS FOR APPROVAL BY THE COJNY. REVISIONS DATE / °„`� DATE H: 1' =40' V: 1 =4' FOR: IERRA DEL REY INV., LLC. FILE N0. • ENGINEER COUNTY L - I:\80328S\RG\RG-06.dwg 5/05/16 0�6' ABACCESSROAD FLOW 42" RCP S.D. 1341.5 FL 1341.5 FL SEE TRACT 36536 STORM DRAIN PLANS DETENTION BASIN 'B' SECTIONS B -B TK 36536 FINAL' MAP 0.6' CLASS II AGGREGATE ' ��, �' ' f�5 / BASE TURNAROUND PER / & WC�STORM � EXIST. �WD-STORM DRAIN PLAN EMET —1 A�N 9 230-027, I � �EASEGENT PER EAS M '� ✓a. (� 1 TRUMEhJ'f # 7 )I P /0' 1 PROP. R /W / i Al ( 88 PROF. E WD ! ' 1 I '-WATER & SEWER ASEN ENT 112, I 351.8 .� � ,'� �; % 6 / i 0.6 AB ACCESS RAD PER SCALE HORIZ. 1"= 20' /�,y�,/ TR. 36536 STORM DRAIN PLAN L O � MAI ANED BY �OUVERT. 1"= 4 CID 6gOT 86 MAIN /NE`D B�' ,�� • CONSTRUCTION NOTES- CO UNCF ! I .. _ �.�� % /�,If i'i•;J�� Q © CONSTRUCT DETENTION BASIN 'B' PER SECTIONS AND DETAILS HEREON w0' '� , p- ! REMOVETa F�tfP 6T 34 3� 4 ! ?s / / , ,, I • �DC�iJB�E 4r. RCP PE�. ., 51.60 , / � � r �.� /� .• ; ' O7 INSTALL FENCE AND GATE PER LANDSCAPE ARCHITECT PLAN PER SEPARATE ; �/ �� I'� G` �� ,;' :� i!-x�y'\ �•' -�"� � �� -��i!I �'TR,. 36636 §D FLANS ; F I t '�J '� / '''' iA PLAN AND PERMIT �� 1 / �� _ —�,,,, ✓, x - RCFC & CD STORM _ u XISI fiM�A OLE' RCTD SQRM DRAIN TRACT BOUNDARY I „.,, �� -'I „. DRAIN SEME�NT PER (� ;, : 1, ...: PROTECT 1 t PLACE . EASEMENT ,PER TR `jCiS , INSTRU ENT I i I a _. . , ri�V P��' .IT, \ 6 MINIMUM THICK .. " 1 ..< 1mi CONCR E ACCESS III I� I, — ' ! -I� " -Lf ) .. / �_ /� i th 1� ROAD R SD PL N!• ijt Ii _ x / i/ \ ' � / ",3#41 a y ( PROF . 42 ac , FCr�` / .5 �--- r PER rR� ,� � �. ,, - P N ' I 36.x, 6 LAI I : r / fro , 6 CLASS II AGGREGATE -= � ( (� . j F,2, ,;, k , , �� ._•�' PROP. RIP RAP / pP , —�. / , BASE TURNAROUND PES TUBULAR STEEL FENCE PER SEE STORM DRAIN iSTORM DRAIN PLAN (TYP) I' I EE SHEET 5 LANDSCAPE ARCHITECT PLAN S PER SEPARATE PLAN AND PLAN SHT 6 ,' / �� ` (I I--EXCST. 3�" FCP I PERMIT �/� /// �/ �� I i I i �� TO BE REMOVEi I/ ! a PER STRE-Tr�� 12' , I �� s \ �// / LOT 6 j i ' ;� IIVIFROVE TIT PLANS SEE PLAN VARIES �`� � / RCFC &WCD AFCESS 15` I I 1 6' CLASS it AGGREGATE BASE 4:1 MAX., 2% MIN 4:1 MAX. EASEMENT PERI I i r ;� ACCESS ROAD PER TR. 36536 TOP OF BERM MIN SEE PLANS PROP. SPILLWAY a� SEE PLANS PER STORM DRAIN 342 0 INSTRUMENT # I i STORM DRAIN PLAN �� ; o ATED: EXIST. MANHOLE x IAPRE STEEL F ENCEFSPILLWAY6" CONCRETE D TENTION PROTECT IN PLACE AND POST PER LANDSCAPESPILLWAY[TUBUL 1345.60 6 SIN B CONCRETE SPILLWAY ARCHITECT PLANH H LAT 5E RCFC &WCD STORM ACCESS ROAD PER TRI3636---------------- -' "A 1AA),:. N PLAN CONIC SPILLWAY DRAIN EASEMENT PER STORM DRAI 0.5- BASIN OPERATION INSTRUMENT # Q100= 41.7 CFS DATED: (i 1345.4 SIDE CUT—OFFFL SPILLWAY 1345.60 � WALL LINE _ A�\; I I w TOP OF BERM \ 2 / °g SEE PLANS 1�� t� �34 5 i I I' ' 6" MIN. THICKNESS SECTION 16" MIN. THICKNESS i w c�i ,' ! �� .\ l 1 I IIILu TYR NTS TYP. I � I I fI 4:1 MAX. \ I I ! f + TUBULAR STEEL FENCE RAW \ i I PER LANDSCAPE 6.94' 12 ARCHITECT PLAN 1/4 TON 2.T THICK CONCRETE 10' I SEE PLANS �� \ i I' ROCK RIP -RAP ENERGY DISSIPATOR MIN. I � � � _ I,. I , �' 4:1 MAX. `�j 1346.1 100-Y HGL WITH MIRAFI FILTER FABRIC. SEE i��Ts �� , �\ �� ( N STORM DRAIN PLAN SHT 6 if`1 I /�� t \I MIN PE 2% TS 1348 SEE PLANS � � 6" CONCRETE SPILLWAY / o s, 6 , �,,3 .�`� �� 6 MINIMUM THICK CONCRETE /P` / SEE SPILLWAY NOTES 6", .5% 1_345.60 FL BASIN OPERATION CONCRETE SPILLWAY DETAILED PLAN F ACCESS ROAD PER TR. 36536 �h / / _ ,r Z r Q100= 41.7 CFS PER SD PLAN SHEET 6 DIRT ROAD c� 343 STORM DRAIN PLAN ` I /1 /� 10' o 0 / ,� 1 /4 TON 2.7 THICK ROCK �✓-- 4:1 MAX. NTS J� \ �� j ( RIP -RAP ENERGY DISSIPATOR MIN. SLOPE WITH MIRAFI FILTER FABRIC. (1345.5) t '� TRACT BOUNDARY �\ �\ �` _----------�-- __ - —___- / �/ (� SIDE CUT-OFF -� - i, /� I - z T �r WALL LINE DIAL TOLL FREE -___-- u,_ ----_----- - _-------------- --- / 1 6" MIN. THICKNESS z DIRT ' � N � / •-- �-.._.7�, 111/0 DIR ROAD. _ 1-800-227-2600 SCALE 1 =40 ��`--------------------------=�-=I----------111--==------'� �`� ` 6° MIN. THICKNESS (TYPICAL) AT LEAST TWO WORKING DAYS 40 20 0 40 80 120 ,- 7 EXISTING �p,'„�y°jib' � .466.63' APN 963-060-013 NATURAL GRADE SECTION I'I-H BEFORE YOU DIG -. TRACT BOUNDARY -'-- �� UNDERGROUND SERVICE ALERT OF SOUTHERN CAUFORNTSNIA GRAPHIC SCALE 7 NOTE: RECOMMENDED FOR ENGINEER •7820 F%@KM Ave. BENCHMARK. ELEV.=1363.503 TR. No. 36536 BCR -140166A I.P. NO. 140078 WORK CONTAINED WITHIN THESE PLANS SHALL APPROVAL . M O R S E SL to 850 CO. OF RIV. BENCHMARK NO. T-41-81, BRASS CAF NOT COMMENCE UNTIL AN ENCROACHMENT tvY,e, CA 92SU 28' NORTH AND 30' EAST OF INTERSECTION OF COUNTY OF RIVERSIDE PERMIT AND/OR A GRADING PERMIT HAS BEEN SC HULT Z Voioe: "Q-261-es2i BENTON ROAD AND VAN GAALE LANE. SCHEDULE "A" SHT. 6 ISSUED. -_- FAX- 940-251-0516 PROJECT BENCHMARK: ELEV.=1376.50 DETENTION BASIN ----- - FD. CONC. NAIL SET IN TOP OF CURB 1 FT. NORTH THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ------ P L ANNERB E N G I N E E R S S U R VEYORS OF NORTHERLY END OF NORTHWEST CURB RETURN LOT 86 OF SHTS. ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN DATE ATTHE INTERSECTION OF POURROY ROAD AND HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY — PREPARED UNDER THE SUPERVISION OF: RCE NO. 52496 GRANviLLE DRIVE. ROUGH GRADING PLAN APPROVAL DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL _ CFEGCED BY BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND I/IARIJ BY I DATE A,PPR DATE /fir SCALE: COUNTY REVISING THE PLANS FOR APPROVAL BY THE COJNY. REVISIONS DATE / °„`� DATE H: 1' =40' V: 1 =4' FOR: IERRA DEL REY INV., LLC. FILE N0. • ENGINEER COUNTY L - I:\80328S\RG\RG-06.dwg 5/05/16 ORCO 6" HIGH WALL W/ 5'-4" TO 6'-8" RETAINING FOR 110/85 MPH WIND 3 SEC. GUST @ EXP C r•u •J rrr •Y :_•. ,; r lAfm ' _♦ rrar ♦. I'r :: Fr Y. II ;'I 'r. • V -Jl C: •R :' r• C' ' a f I. r' A R: ' � • r p. tJJ r'!'r a- Y .. •r'rr 'a! '. J aF .'I"{ . • .J. .l ! tr r - ^¢ CON 0 24' 0/C 2_1 » R 12816 CMU SO1D GROUTED W/ SPCI. TNSPCO77ON PZM T'I DOW S 0 EDGE OF 12* OR 8' CMU CJ 4- DIA. SDR 35: PERF PIPE W/ 1 CF. 3/4' GRA Ien WRAPPEDW/ MIRAF1 140M FILTER FABRIC -SLOP£ O DRAIN. WATERPROOF BACKSIDE Or WALL. ,fI _ #4 HOI CONT. D 12' O/C ®TtJF' & goTTOM OF FOOTNVG s.»: 5' TO TIFRRA DFL REY DA )1JGHT iENTAT7VE 7R4LTAb. 36536 w T cr .Lw 7t eAR PRENCHVALLFY, COUNTY OF RIVER57D� CALIFORNIA fZols k "7 412" �r' O I V %r eD , DF CAI 'A' 'B' 4. REW.WUMCENTOWNIMrnnKYRNS. rr LNM"ZrN 2' CAF 'D' 'E' 'F' DOWEL LUCII17M BAR 5,_4„ 5. COhlOETE8L00 SWlLLBFLlkID&AWiRIWWBfWPATTE11W 7rHVERTMILL w 3'-6 /4 VERT BAR ®3?» 0/C ruhimujjyarj} cal ova - N/A 0 CENTER OF 6' CMU W124' INTO 6. M18[.OQ(OWLSLi7NrABVAVGVBTTiGILPJ"SMALLBESOLIDGAVIIIT&D �[ n~ FAX: 949-2611`0618 Ckv BELOWT. ® 15" r. u-TMSAMrARMOOZ LSMASTMCz?oi-uzraNWTYDWPART / � #5v6" 0/C 39" 6"� 21" LDS Tq 4•IJ2 RAkTSLIAiHa, LOI�S4A4A 4'-0" I e tieourFORC NC?WTF&OXP0tA!TTMC 476 MNEI PARrCBMVTT03MR75 18" A""" 0/C 4i{{I " MW (Q0ff MAYaW7AAZN 2WTS 3/9" PEA SPAM IFWEA77M M1alfl7Oh(S' cp Is ..- , :.. - ARErAVORA&EAND IN.aalc UNONSTRECM ML _fWZStffMWT MAUM ♦♦ NTS GOOD GUNff fLOIV), VATE4 SIM NFAOM TO PIMO GOODMX T AOW 1 DATE t SCALE: H: 1 "=40' V: 1"=4' BAS 0 �'t'L wmlOUr arM OF 77 E' PER t° COED SOLS REPORT R N.=STEiMM4YBEWL-T-SET1-117INMTTfFP'OOTlNG64 aE778:CDKRk7EES 1, COACI ELM SNWCOWOW ?V A9714 CO. 01 SM * PL457X ALOCKSTS11IMIlYVERAC D To Ernest LXF of nff7RSVCHTYPr I IOOIIIVE I I—� ✓ _ I ! 10. fOOTMMbTfiEPOtfM ONORNTIOtAmonm AWIRMSO&ORON '♦ r: sass cMu SOI COMPACTED PAL WmfAASN" CIIDAMCMNOF-a r. GROUTED W,/ SPCY_ INSPECTION REGIO. 11: F/RSTlIlI rIOpY TO REARM FOOTA G 7XISYC IESA W READY FOR 0)11 E7E AMM SW TO 3-1/7 S MA Va WN A V~ OF AAVAU RMMVSTMJ5TIEURVAICESf ODV EC7XNTOMEWMT1B' M*MZEVVHtTICAILSBVPYACFAND"EN4 WALTISR6W70MOUT. Of jf4 HORZ. CONT. 0 24+ a/t 2' CLR G' BAR O EDGE OF 1Z MNKMCWROCJDIAR'SI 0VG, 4YJ OX 20'OICA7R MUS TOSEIMOiRTAR - OAS OF 00 nR PS SUX PORTIANDr.: 8' CMU FVLL H€III WA51)ORSTUCCO COATM (2 4 HORZ ^¢ CON 0 24' 0/C 2_1 » R 12816 CMU SO1D GROUTED W/ SPCI. TNSPCO77ON PZM T'I DOW S 0 EDGE OF 12* OR 8' CMU CJ 4- DIA. SDR 35: PERF PIPE W/ 1 CF. 3/4' GRA Ien WRAPPEDW/ MIRAF1 140M FILTER FABRIC -SLOP£ O DRAIN. WATERPROOF BACKSIDE Or WALL. ,fI _ #4 HOI CONT. D 12' O/C ®TtJF' & goTTOM OF FOOTNVG s.»: 5' TO TIFRRA DFL REY DA )1JGHT iENTAT7VE 7R4LTAb. 36536 w T cr .Lw 7t eAR PRENCHVALLFY, COUNTY OF RIVER57D� CALIFORNIA fZols k "7 412" �r' O I V %r eD , DF CAI 'A' 'B' 'C' 'D' 'E' 'F' DOWEL 'C' VERT BAR 5,_4„ 5'-4" N/A 3'-6 12' 0 / 73 Lu N/A y'N' f®Ts o/c 36 s"11e 6'-0"4'-0".22,-0,j,–q" FAX: 949-2611`0618 4 –J { "4 4 C) N/ 3a Err 12„ 15" @16' % 33-L. x'4016" 0/C �72' #5v6" 0/C 39" 6"� 21" 6'-8" 4'-0" 2'-8�5'-6" STEEPER THAN 5:1 & RETAINING WALL DETAILS 18" A""" 0/C 4i{{I " J5616' O/C I60" #4 98' 0/C 54' s"� 24m RETAINING WALL NTS SIDE HILL SLOPE FILL DETAIL (NATURAL SLOPES 5:1 OR STEEPER) PROPOSED GRADE t TOE OF SLOPE ON I PROVICIF A 1:1 MINIMUM GRADING PLAN PROJECTION FROM DESIGN TCF OF SLOPE 10 TOE OF KEY \ NATJRAL SL.()PE TO * \ )« BE RESTORED WITiI � Rs CiOMPACTE:L) FILL f( .. r y ! O RRC, U"T= 1 _ VARIESM. =. 2' MIN. - 15' MIN. ...j I INTO APPR ^VFC) MATE`I IAl MAIN. KEY DIMENSION 1 5'X2'X3' Mfi,TERiAI EkSTING TOPOGRAPHY mnitau- .. 4' MIN. RFNCH _T WIDTH VAF IES i NGIVU 'I, WHERE NATURAL " 01PE !-RADII- T Ii 5 1 +,.fly I S5 SLC 'Lr TE 1 Irl IERF THE INAT URAL S1 I/PL ArPROACIaE L>i(ci Y r NC 'ESIGrd St')PE )F,F RA,TIfJ SPECIAL F'Et ') AML hd'uATIC. NS 'YNILL L='90VIcrL B THE GE01 L_CHNICA_ EN GWIIEER. 2, THE NEED, -OR ANO PLACEMENT i f DRAINS V%OLL BE DETFRMINED F3Y TIC GLOILICHINLCAL ENGINI FR OR GFOLOGIS' RA_SPD rjF'C)N FXFt7Si D FIR ID CONDITION",. L ALTA CALIFORNIA GEOTECHNICAL, INC P LAT 1..�) VER. 3/12 __....",...._.—...- .--- - ATH.\\LS-WT5L46E\share\Atter California Geotechr4cal\Draf'0ng\GRADING DETAILS\G-6.dRg DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO WORKING DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. REVISIONS ' ♦ RETAINING i OPE / BA CKFILL FOR 110185 MPH• lx�r •• / sl r • r' 7/1 •' • err4 •.A 3J r r JL` - FRW PER PLAN NOTES: Rn _ I= PS WPM SPtI1BFECM It 1251CAE'7FH1XA 5!141. (QMOrPrf 70A6fif C4�9 A dAiOBM''°7YAE5' MaRTM PHIASINCYAR 'MASiMAA/SGP4066057H't 14M QBOF!>-5/FtH1GlN,o lk 1G17o.4 M@Y, MR AF MC.3A. PulanM"a C'C15Pmm. 26m PS MAC AGIIYSPAµ77A4BOB, /PIP REFA7A®PG MNtLS: '.. + USEGRUddAe 1141 SW IS?t4i9VUaVr FX CAP /C'1 IM PROMs ,ASP SIPHANDN O F20 ON L23 AYAIRMI OF 5015 Ham[ • PROMEA APWC,5 AW(AIAM StrWRAVV4594OW WAJi1 wl"5404FHt mm OF "I wcap w7wrop.OR » AKA'R`EFS1'�IM NOTE: AI LEM s 9°R74 bmwECT 7II PER COC 1705.4 AhV ACT 5.9'0 TABLE 1, 1.9.2 OF 7700 MASOAWYSTBN PRIOR TO GROUMI TO VERD7'GRAM S9 AND PROPER 0 HOP7 CONT,. RAC�AIENTOFRETMFORCiMEN7'ANDTD --0 24' 0/C 881`6 CNU SAID, BKSTIRETttEfiROU7'SPAG£LS7NEPROPER – GROUTM W/ :qua :l r(x, 3� WIT}tOUT 08STRUCTiOW OTHER 770N lmsPFCnaN REDO, AOI MORTAR FANS G' x BRryA`! 0 t':0rX Ory' w....®-. (:2) f e HOW CONT. 0 24 D/c BW PER PLAN 1 T" DOWELS O row OF 12» OR s' c wv TF PER PLAN 12816 CMU SOI {;ROU FEY? W/ No .Si°a. WSPECRGV RFro I. USE 4- OrA. SOR J5 PERF Pll'E W/ 1 Cr 3,14` GRAM- I RAPPED W/ MIRAFY 14ON FILTER A49M'C" - St OFF TO DRAAY. WATERPR00F �'' 3-•�-'w"`� RACK9W OF WALL. ?. OR USE 12* DRAAVSW SUB-DRA#V C'ONTBNUOUS PER NER-569. FOI tOW MI NSTALLATYON RECa6AtFNaARCwS. PROWA avn.Fr FITTING ANO 4' PTHROUGH N£W WALL. 0 100' flYMPvAL.s 14 teaks cGN7. 0 12' O/C rOP AND WTFOV AS SHOW ?%of ESB t 4 � W � i z Ida -- f" CV at t- x '�4�1'�01pM�N}t�/pN2�?��yES t} j'jW M-31-2016 PREACH VALLEY, COUNTY OF r� RIVERWE, CALIFOMZ4 orf O, CA01 ` r,4, F J 1 I ty J d i 'E' I'F' k..," 03/F71, 'G, Y/L.,, t L' F 'Y f' 3A t H 2'-0'2'-0- NIA t' P" 4' #'4034- 0,1c.3- NIA N/A 2'_8"2' A 8{2,8" I '40,724/s� 41' 8'Al/l7'¢ f> T403""0fL-. 18 ,5 4 *" _ 3, 4 ., NIA i �'.. 8,* SL32" O E fC: 049» NIA 4 3'" Ci /C %7» BENTON ROAD AND VAN GAALE LANE. SCHEDULE BAR as . ,. FAX: 949-2611`0618 4 –J { "4 4 C) N/ 3a Err 12„ 35'»'7"C 5?* 12~� N/A 4@32» 01C 3E" 6" 116» FD. CONC. NAIL SET IN TOP OF CURB 1 FT. NORTH RETAINING WALL WITH 2:1 BACKFILL PLANNERS E N 0 I N E E R 8 SURVEYORS OF NORTHERLY END OF NORTHWEST CURB RETURN STEEPER THAN 5:1 & RETAINING WALL DETAILS EMCI < . 60. 2 AT THE INTERSECTION OF POURROY ROAD AND am" loth; OR twism Is ..- , :.. - ♦♦ NTS f, IRV 09'J JI /11 i 1 DATE t SCALE: H: 1 "=40' V: 1"=4' ♦ COED FOR 1, COACI ELM SNWCOWOW ?V A9714 CO. 01 SM +I. r APPRI DATE COUNTY DATE CHECKED BY DAIS OVEREXCAVATION CUT,LOT EXISTING —OPOGRAPHY APPROVED COMPETENT MATERIAL CUT -FILL LOT (TRANSITION OVEREXCAVAI'EAND RECOMPACT APPROVED COMPETEN- MATERIAL UNSUITABLE MATERIAL T'0 BE REMOVED AND REPLAWBD WITH ENGINEERED FILL *NOTE ALL BUILDING PADS SHALL BE OVER EXCAVATED TO A MINIMUM OF Ys OF THE MAXIMUM DEPTH OF FILL BELOW THE BUILDING PAD 10 A MAXIMUM OF 17 ;:E.= (SEE °LA' G-16) [• ALTA CALIFORNIA GROTECHNICAL, INC . VER. 3/12 PLATE G-'5 RELATIVE COMPACTION VS. DEPTH CANYON WALL �AY BACK DIFFERENTIAL FILL OVER EXCAVATIO N DETAILS EXISTING TOPOGRAPHY I- BUILDING RADII PROPOSED GRADE f/ H' � © � �"vim-"' •`U �% 't-.��..%�Jl. -s'� `.� Cs l 50'=90% I 2:1 LAYBACK OF ' CANYON WALL0 r 4N, Y \ \ APPROVED COMPETENT ' 93% MATERIAL of 1, ALL FILL "LAGLD BELOW 50 ' EET OF FINISHED GRADE SHALL 5E ` COMPACTED TO A MINIMUM OF 93% RELATIVE COMPACTION. F 2. CANYON WALLS Wi-II 50 FRET QF EMISHEO CaRf%DIE SHALL 3E LAID BACK TO A SLOPE RATIO OF 2:1 OR i LATTER. 3, ALL BUILDING PACS SHALL BE OVER EXCAVATED TO A ININIMUM DF 103 OF THE MAXIMUM DEPTH OF FILL BELOW I HE BUILDING PAD 10 A MAXIMUM OF 17 FEET, 4. IF THE 2:1 LAY 13ACK OF HF CANYON WAI'. IS IMPRACTICAL, -1 HEN AS AN ALTERNATIVE THE INCREASED COMPACTION STANDARDS IN NOTE ': SHOULD BE EXTENDED UP TO H/3 AND THE LAY BACK WILL NOT BE ALTA CALIFORNIA Gr=OTEC"NICAL, INC REQUIRED VER_ 3/12 P LA IY U E G-16 PAI'}I,\\LS-WTGL96E\share\Aita CaliforrAa Geotechnkal\Drafting\GRADING DETAILS\G-16.drrg ORCO ' i RETAINING FOR 110185 MPH WIND ' TR. NO. 36536 BGR_140166A I.P. N0, 140078 : II •' 4 ' � Il _ OFTRINA RI OW CO. OF RIV. BENCHMARK NO. T-41-81, BRASS CAP I,�"c •-,.173_ f:. .x' ' +: VvkM CA 92SU 28' NORTH AND 30' EAST OF INTERSECTION OF COUNTY OF RIVERSIDE 7 SCHULTZ Vohs 949-2311-8821 BENTON ROAD AND VAN GAALE LANE. SCHEDULE BAR as . ,. FAX: 949-2611`0618 PROJECT BENCHMARK: ELEV.=1376.50 KEYING AND BENCHING DETAILS FOR SLOPE FD. CONC. NAIL SET IN TOP OF CURB 1 FT. NORTH e'.Y PLANNERS E N 0 I N E E R 8 SURVEYORS OF NORTHERLY END OF NORTHWEST CURB RETURN STEEPER THAN 5:1 & RETAINING WALL DETAILS EMCI < . 60. PREPARED UNDER THE SUPERVISION OF: RCE No. 52496 AT THE INTERSECTION OF POURROY ROAD AND am" loth; OR twism Is ..- , :.. - ♦♦ GROMWOMYOM71sm f, IRV 09'J JI /11 i 1 DATE t SCALE: H: 1 "=40' V: 1"=4' ♦ . r 1, COACI ELM SNWCOWOW ?V A9714 CO. 01 SM +I. r ✓ '♦ r: AMM SW TO 3-1/7 S MA Va WN A V~ OF I_V2 ".LOW OF WA MR PlIA wx ' Of � 4 I •RR 11 :t Swu COMMORN • „t ,: f - OAS OF 00 nR PS SUX PORTIANDr.: PROV" rr r!` t OrCMERI COACREIVALOCKau 4 G&W Of { 0 HI W"WOANICCHOWMAMMIALL r WLAM OVA NAMW ft" •4. MAR _"w firC909mNIWOOARVERE&I"rAl 01 rof PROI 04 Yt S a 04 OPOOxm &A f, PILL SLOCK CWOWARW0 MnW MOW VAU Or - /00 IOUxx y r♦ AT&ICN SIDE Of rr °rr- "WN B" 4"VVAOCKPAIA&VIIII CI GRI •r •YE a s CMI PARIS SAID MRI AKY BLOCK 'r ♦ r.{ <..{ ry AIRASI 1 {. •/ , lAaP VWCOAlQRfE7EJSPOCKS7BI Y AII COAPACUON OF WK iAWGRAMWRAPPI 16 WptrR •crr' v , x . . JV -r 417-07 , MnUU S 0 RI 7777 12 vLORN Cowin "w Swaw. 4w ac OR w 4eir vow oseaRz Ge7Pr.cvc I x2* CY COMJMfIIYtTJES 77SM DEL REY 7FV7ATIW 7W7 NO. 36536` .?*t1x TYR tTtt7V VNLEY; cowOF it RtVERSIDE CALTFORK4 'A" 'B' 'C' DOWEL 'D' BAR fF ;s .n /CiAr #4!321 O/C JJ' #4!32' O/G 4N O/C 4Y* 04132* O/G ,pT• ' n rf..,� 2{-9' n rt f2*I 6.r Ui tt1 3'-4 3.•-D» 04052' 01 #40J2' arc 50. `T ar314S5 ar T2 6♦I-- * F.F 12-31-2016 3._6• #4s16'arc (ser #4016*O/G 04,916' O/C (65' #5016*O/C 39, i2rE– 6•F` -- RE TAINING F`___RETAINING WALL WITH 6' HIGH WALL #)RCO , RETAINING FOR 110185 MPH WIND 3 SEC. GUST , EXP TR. NO. 36536 BGR_140166A I.P. N0, 140078 : II •' 4 ' � Il _ OFTRINA RI OW CO. OF RIV. BENCHMARK NO. T-41-81, BRASS CAP VvkM CA 92SU 28' NORTH AND 30' EAST OF INTERSECTION OF COUNTY OF RIVERSIDE 7 SCHULTZ Vohs 949-2311-8821 BENTON ROAD AND VAN GAALE LANE. SCHEDULE BAR SHT. FAX: 949-2611`0618 PROJECT BENCHMARK: ELEV.=1376.50 KEYING AND BENCHING DETAILS FOR SLOPE FD. CONC. NAIL SET IN TOP OF CURB 1 FT. NORTH PLANNERS E N 0 I N E E R 8 SURVEYORS OF NORTHERLY END OF NORTHWEST CURB RETURN STEEPER THAN 5:1 & RETAINING WALL DETAILS of 9 SHTS. PREPARED UNDER THE SUPERVISION OF: RCE No. 52496 AT THE INTERSECTION OF POURROY ROAD AND - •�. I ..I :r a r/ ♦♦ ORC100016 availfew.,a. ACCBI 1 DATE t SCALE: H: 1 "=40' V: 1"=4' . r +I. r ✓ '♦ r: ® Of � 4 I •RR 11 :t - OAS OF 00 nR PS SUX PORTIANDr.: 4 G&W •4. MAR _"w firC909mNIWOOARVERE&I"rAl 01 a♦ PROI 04 Yt S a 04 OPOOxm &A r frrIFLOI AT&ICN SIDE Of rr °rr- "WN B" 4"VVAOCKPAIA&VIIII .. .. .{ SOMAZOVI Y AII 17 +N T TO DA" R/'71T rLOWfR 3r CLIt TW P OF Ft'X717Y� (�tAaEr . ,.,..... WSW 04 MOPE <Xh{9: + jr ox IMAWSOMNASSHO P 'A' ` 'B' ` IC' DOWEL 'D' BAR Al + g #4032' O/G ur rn 3{ 5{ D• #4132' afC 49* #4132' alG J6+ rr ;.3!925 ` "� . F * Exr. 1 31 4016 Arm. 3,_Sr j #4076* 01C 5T' #4016, O/C IV 0, r?#4016*0/G 65* #8846*O/c To, 0/ ` I _ __. RETAINING WALL WITH 6' HIGH WALL AT TOP OF SLC )PE NTS ��``J NTS ��_ BENCHMARK: ELEV. = 1363.503 TR. NO. 36536 BGR_140166A I.P. N0, 140078 : II •' 4 ' � Il _ M O R S E Sys 360 . CO. OF RIV. BENCHMARK NO. T-41-81, BRASS CAP VvkM CA 92SU 28' NORTH AND 30' EAST OF INTERSECTION OF COUNTY OF RIVERSIDE 7 SCHULTZ Vohs 949-2311-8821 BENTON ROAD AND VAN GAALE LANE. SCHEDULE BAR SHT. FAX: 949-2611`0618 PROJECT BENCHMARK: ELEV.=1376.50 KEYING AND BENCHING DETAILS FOR SLOPE FD. CONC. NAIL SET IN TOP OF CURB 1 FT. NORTH PLANNERS E N 0 I N E E R 8 SURVEYORS OF NORTHERLY END OF NORTHWEST CURB RETURN STEEPER THAN 5:1 & RETAINING WALL DETAILS of 9 SHTS. PREPARED UNDER THE SUPERVISION OF: RCE No. 52496 AT THE INTERSECTION OF POURROY ROAD AND ROUGH GRADING PLAN •�. I ..I :r a r/ / FOR: TIERRA DEL REY INV., LLC. COUNTY FILE NO. 1 DATE t SCALE: H: 1 "=40' V: 1"=4' . r rrr ® � 4 I •RR 11 :t +N T TO DA" R/'71T rLOWfR 3r CLIt TW P OF Ft'X717Y� (�tAaEr . ,.,..... WSW 04 MOPE <Xh{9: + jr ox IMAWSOMNASSHO P 'A' ` 'B' ` IC' DOWEL 'D' BAR Al + g #4032' O/G ur rn 3{ 5{ D• #4132' afC 49* #4132' alG J6+ rr ;.3!925 ` "� . F * Exr. 1 31 4016 Arm. 3,_Sr j #4076* 01C 5T' #4016, O/C IV 0, r?#4016*0/G 65* #8846*O/c To, 0/ ` I _ __. RETAINING WALL WITH 6' HIGH WALL AT TOP OF SLC )PE NTS ��``J NTS SEAL— ENGINEER 17320 Fte" Aw BENCHMARK: ELEV. = 1363.503 TR. NO. 36536 BGR_140166A I.P. N0, 140078 M O R S E Sys 360 . CO. OF RIV. BENCHMARK NO. T-41-81, BRASS CAP VvkM CA 92SU 28' NORTH AND 30' EAST OF INTERSECTION OF COUNTY OF RIVERSIDE 7 SCHULTZ Vohs 949-2311-8821 BENTON ROAD AND VAN GAALE LANE. SCHEDULE BAR SHT. FAX: 949-2611`0618 PROJECT BENCHMARK: ELEV.=1376.50 KEYING AND BENCHING DETAILS FOR SLOPE FD. CONC. NAIL SET IN TOP OF CURB 1 FT. NORTH PLANNERS E N 0 I N E E R 8 SURVEYORS OF NORTHERLY END OF NORTHWEST CURB RETURN STEEPER THAN 5:1 & RETAINING WALL DETAILS of 9 SHTS. PREPARED UNDER THE SUPERVISION OF: RCE No. 52496 AT THE INTERSECTION OF POURROY ROAD AND ROUGH GRADING PLAN GRANVILLE DRIVE. FOR: TIERRA DEL REY INV., LLC. COUNTY FILE NO. 1 DATE t SCALE: H: 1 "=40' V: 1"=4' I:\80328S\RG\RG-07.dwg 5/05/16 CUT/F/LL TABLE I LOT MIN. FILL UMBER DEPTH MAX. FILL DEPTH MIN. CUT DEPTH MAX. CUT DEPTH 1 3.7' 13.1' NIA NIA 2 4.0' 14.0' NA NA 3 6.4' 13.3' NA NA 4 3.5' 14.6' NIA N A 5 3.5' 15.3' NA NA 6 3.5' 10.1' NA NA 7 0.2' 5.7' NA NA 8 0.0' 1.6' 0.0' 2.0' 9 NIA 1.2' NIA 2.0' 10 NA NA 1.8' 2.2' 11 0.2' 0.2' NIA 3.1 ' 12 4.5' 1.4' 11.3' 4.9' 13 NA 1.2' NA 1 4.2' 14 1.2' 1.5' 1.11 3.1 ' 15 1.3' 1.9' 1.11 3.0' 16 NA 2.1' 1.2' 2.7' 17 1.1' 1.1' 1.0' 2.3' 18 0.1' 2.9' NA NA 19 0.2' 2.4' NIA 0.3' 20 N A 1.9' 0.2' N A 21 2.1' 5.3' NA NA 22 0.5' 8.3' 0.0' NIA 23 0.3' 8.1' NA NA 24 0.6' 10.2' NIA NIA 25 0.8' 10.8' 1.8' NIA 26 0.5' 3.0' _ALA NIA NIA 27 2.0' 4.5' NIA NIA 28 0.11 0.80' NIA 0.11 29 0.3' 3.4' NIA NIA 30 0.4' 3.5' NIA NIA 31 0.6' 3.4' NIA NIA 32 0.0' 2.7' NIA N A 33 NA NA 0.9' 1.4' 34 NIA 1.6' NIA 2.0' L TOLL FREE 00-227-2600 TWO WORKING DAYS utrORE YOU DIG NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. LOT UMBER MIN. FILL DEPTH MAX. FILL DEPTH MIN. CUT DEPTH MAX. CUT DEPTH 35 NIA 1.2' ---NIA 2.9' 36 1.0' 3.0' 3.4' 3.6' 37 0.0' 3.4' 1.9' 5.2' 38 N/A 7.0' 2.3' 6.1 ' 39 0.6' 5.5' 0.0' 6.6' 40 NLA 0.2' 1.8' 5.5' 41 NA 1.3 NA 5.3' 42 0.0' N A 0.5' 5.5' 43 5 5.7' 3.6' 4.4' 44 _ NIA 11.3' NIA 4.3' 45 NIA NIA 1.1 ' 5.8' 46 NIA N A 2.5' 6.2' 47 NA NA 3.9' 6.1' 48 NIA NIA 3.5' 4.4' 49 N A 0.6' ._..- NIA 3.2' 50 N A 1.8' NIA il 1.9' 51 NA 3.0' NA 0.6' 52 NIA 4.4' 0.1' 0.8' 53 NIA 2.5' NIA 1.3' 54 NIA 1.8' NIA 1.9' 55 0.0' NIA NIA 1.7' 56 NIA NIA 1.8' 2.7' 57 0.0' 0.70' 0.0' 1.8' 58 0.0' 1.3' 0.0' 1.5' 59 0.0' N A 1.3' 2.0' 60 0.0' NLA 1.3' 2.0' 61 0.0' NIA 1.1' 22' 62 0.0' 1.7' 0.0' 1.6' 63 0.0' 4.1 ' 0.0' 1.8' 64 65 NIA NA 3.5' NA 1.3' 1.4' 2. V 2.5' 66 NIA NIA 0.80' 22' 67 N A 1.0' 1.10' 2 1 ' 68 NIA 2.2' 1.0' 1.5' LOT UMBER MIN. FILL DEPTH MAX. FILL DEPTH MIN. CUT DEPTH MAX. CUT DEPTH 69 , VA 3.6'N A 1 1.4' 70 1 0.0' 1.2' _ NIA 2.4' 71 0.0' 1.5' N A 1.6' 72 NIA 1.5' &A 2.2' 73 NIA 2.2' IVIA 2.5' 74 0.0' 1.3' NIA 2.3' 75 0.0' 3.0' NIA 0.4' 76 0.0' 4.6' IVIA 2.1 ' _ 77_ - 78 3.5' -- -- 4.0' 5.9' 3.3' N N A 0.2' 0.9' 79 1.4' 1 2.6' NIA 1.3' 80 1.7' 1.7' �A -- 2.3' 81 0.0' 2.5' 0.0' 0.10' 82 0.0' 0.3' 0.0' 0.40' 83 NIA N A 3.8' 5.4' 4 1 0.0' NIA 4.9' 5.2' RETAINING WALL PER RG PLANS CONCRETE SPILLWAY 0 18'il 9' 9' i SECTS S - S NTS TOP BASIN 1454.5 SIDE CUT-OFF WALL LINE 6" CONCRETE SPILLWAY SEE SPILLWAY NOTES O WO BASIN 'A' (MAINTAINED BY VALLEY WIDE) 4144S l VARIES ?' -28' R v� g' \ Top OF / / / 1464 5 BERM 6" CONCRETE SPILLWAY I SEE SPILLWAY NOTES 1 TOP BASIN 1454.5 12 2t_ _ EMERGENCY ESCAPE 0 1353.75 FS/FL OFNSY LEON RD. 1 _ - o 75 Fsl St 4p6 0O I (MAINTAINED B D B�COUNTY CFD) Z` t� // �- _ __ _ 4:1 MAX. SLOPE Iasi. 10 5310 J � ( - SIDE CUT-OFF LO 6" CONCRETE SPILLWAY �� ° �/� � ; q� _ WALL LINE EXISTING NATURAL GRADE SEE SPILLWAY NOTES TOP OF SPILLWAY ��'" SECTION R -R 1454.5 NTS RETAINING WALL SEE PLAN CONCRETE SPILLWAY DETAILED PLAN WO BASIN 'A' (MAINTAINED BY COUNTY CFD) SEE CONCRETE SPILLWAY NOTES ABOVE NTS CONSTRUCTION NOTES: ® GROUTED COBBLE 100 LB. ROCK (12"), T=18", 6" FILTER BLANKET 13 CONSTRUCT 6" THICK CONCRETE SPILLWAY FOR BASIN 'A' PER DETAIL HEREON. I:\803285\RG\RG-08.dwg 5/05/16 co LO co M H U Ir F- Q IL 0 Z IncrQ 0 0 It OMVALDED FOR E GINEER 17320 R.a,n Ave. M O R 8 E 8�e 860 Fl DS tarns, CA 92s14 SCHULTZ vola« 949 2slss2t FAX: 849-251-os16 PLANNERS E N (3 I N E E R 8 s u R v E r o R s PREPARED UNDER THE SUPERVISION OF: RCE No. 52496 DATE BENCHMARK: ELEV.=1363.503 CO. OF RIV. BENCHMARK NO. T-41-81, BRASS CAP 28' NORTH AND 30' EAST OF INTERSECTION OF BENiON ROAD AND VANGAALE LANE. PROJECT BENCHMARK: ELEV.=1376.50 FD. CONIC. NAIL SET IN TOP OF CURB 1 FT. NORTH OF NORTHERLY END OF NORTHWEST CURB RETURN AT THE INTERSECTION OF POURROY ROAD AND GRANVILLE DRIVE. TR, No. 36536 BGR-140166A I.P. No. 140078 COUNTY OF RIVERSIDE SCHEDULE pA" CUT AND FILL TABLE, DETAILS ROUGH GRADING PLAN 8 SHT. n OF +� SHTS. DATE q.� BY FOR: TIERRA DEL REY INV., LLC. COUNTY. BY DATE REVISIONS APPR DATE SCALE: H-. 1"=40' V: 1"=4' VGINEER COUNTY DATE I:\803285\RG\RG-08.dwg 5/05/16 co LO co M H U Ir F- Q IL 0 Z IncrQ 0 0 It w x 200' MAX. 5' 31' - 40' I I 41' - 50' 9' 51' - 60' 10.5' 61' - 70' 12' SANDBAGS (TYP.) - - O I W uj DIRECTION OF g chi STREET FLOW R6 SUBGRADE w x 20' - 30' 5' 31' - 40' 7' 41' - 50' 9' 51' - 60' 10.5' 61' - 70' 12' W VERTICAL CUT -I - / I /-8' MIN. SPACING FOR VEHICLE ACCESS PLAN YEW VELOCITY REDUCER/SEDIMENT TRAP SE -8 N. T. S. RUBBER PLAN z CORRUGATED S 3/4" RUBBER WEIR PLATES FILTER AERIC ROADWAY SECTION A - A PANELS A 2"-3" COURSE AGGREGATE MIN. 6" THICK 12' MIN. NOTES: 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR 1 FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY REQUIRE TOP DRESSING, Lor 86 REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ii 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. i ASHING IS RE UIRED IT SHALL BE DONE ON AN AREA STAB 17M WITH CRUSHED i� I LOT 91 I SV L / S _ de - 4TYP.� LOT 90 111 3. WHEN W Q L/ s 1 } l TYP. a STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. 4. *PER CALIFORNIA STORMWATER QUALITY ASSOCIATION STORMWATER BEST MANAGEMENT. �y I Ij / ..,.... ! 42 R 44 HP 1 2 3 4 s STABILIZED CONSTRUCTION ENTRANCE / :x ;I� 5 1 N.T.S. i I jt i 7 4 J TYP.CAPI�IICA d� 40 NP tll GENERAL -- PERMIT NOTES: EROSION CONTROL EROSION CONTROL, ALSO REFERRED TO AS "SOIL STABILIZATION", IS THE MOST EFFECTIVE WAY TO RETAIN SOIL AND SEDIMENT ON THE CONSTRUCTION SITE. THE MOST EFFICIENT WAY TO ADDRESS EROSION CONTROL IS TO PRESERVE EXISTING VEGETATION WHERE FEASIBLE, TO LIMIT DISTURBANCE, AND TO STABILIZE AND RE–VEGETATE DISTURBED AREAS AS SOON AS POSSIBLE AFTER GRADING OR CONSTRUCTION. PARTICULAR ATTENTION MUST BE PAID TO LARGE MASS GRADED SITES WHERE THE POTENTIAL FOR SOIL EXPOSURE TO THE EROSIVE EFFECTS OF RAINFALL AND WIND IS GREAT. MASS GRADED CONSTRUCTION SITES MAY BE EXPOSED FOR SEVERAL YEARS WHILE THE PROJECT IS BEING BUILT OUT. THUS, THERE IS POTENTIAL FOR SIGNIFICANT SEDIMENT DISCHARGE FROM THE SITE TO SURFACE WATERS. AT A MINIMUM, THE DISCHARGER / OPERATOR MUST IMPLEMENT AN EFFECTIVE COMBINATION OF EROSION AND SEDIMENT CONTROL ON ALL DISTURBED AREAS DURING THE RAINY SEASON. THESE DISTURBED AREAS INCLUDE ROUGH GRADED ROADWAYS, SLOPES, AND BUILDING PADS. UNTIL PERMANENT VEGETATION IS ESTABLISHED, SOIL COVER IS THE MOST COST–EFFECTIVE AND EXPEDITIOUS METHOD TO PROTECT SOIL PARTICLES FROM DETACHMENT AND TRANSPORT BY RAINFALL. TEMPORARY SOIL STABILIZATION CAN BE THE SINGLE–MOST IMPORTANT FACTOR IN REDUCING EROSION AT CONSTRUCTION SITES. THE DISCHARGER SHALL CONSIDER MEASURES SUCH AS: COVERING WITH MULCH, TEMPORARY SEEDING, SOIL STABILIZERS, BINDERS, FIBER ROLLS OR BLANKETS, TEMPORARY VEGETATION, PERMANENT SEEDING, AND A VARIETY OF OTHER MEASURES. THE SWPPP SHALL INCLUDE A DESCRIPTION OF THE EROSION CONTROL PRACTICES, INCLUDING A TIME SCHEDULE, TO BE IMPLEMENTED DURING CONSTRUCTION TO MINIMIZE EROSION ON DISTURBED AREAS OF A CONSTRUCTION SITE. THE DISCHARGER MUST CONSIDER THE FULL RANGE OF EROSION CONTROL BMP'S. THE DISCHARGER MUST CONSIDER ANY ADDITIONAL SITE–SPECIFIC AND SEASONAL CONDITIONS WHEN SELECTING AND IMPLEMENTING APPROPRIATE BMP'S. THE ABOVE–LISTED EROSION CONTROL MEASURES ARE EXAMPLES OF WHAT SHOULD BE CONSIDERED AND ARE NOT EXCLUSIVE OF NEW OR INNOVATIVE APPROACHES CURRENTLY AVAILABLE OR BEING DEVELOPED. l�;I It 4 45SEDIMENT CONTROL IA I"7 46 ., TMP t e 39 47 48 49 50 51 — _ THE SWPPP SHALL INCLUDE A DESCRIPTION OR ILLUSTRATION OF BMP'S WHICH WILL BE GRAVEL BAGS TO GRAVEL BAG' I i` i - - - IMPLEMENTED TO PREVENT A NET INCREASE OF SEDIMENT LOAD IN STORMWATER A - �u / ► AlDI57FFdDAM DISCHARGE RELATIVE TO PRECONSTRUCTION LEVELS. SEDIMENT CONTROL BMP'S AREA MCK OVERLAP ONTO CURB CURB INLET SPILLWAY HEIGHT 1 LOCAL DEPRESSION \ U ( 38 ® Z �� — - -i� SAD REQUIRED AT APPROPRIATE LOCATIONS ALONG THE SITE PERIMETER AND AT ALL p OPERATIONAL INTERNAL INLETS TO THE STORM DRAIN SYSTEM AT ALL TIMES DURING THE LOCAL DEPRESSION FLOW _--CATCH \ _ - _ _ _ _ _ _ _ _ L,�;� // �, RAINY SEASON. SEDIMENT CONTROL PRACTICES MAY INCLUDE FILTRATION DEVICES AND BASIN ` - - - - - - L 37 // I 1 TMP. o BARRIERS (SUCH AS FIBER ROLLS, SILT FENCE, STRAW BALE BARRIERS, AND GRAVEL INLET — - Al- - - - - J�I- - - - - - -I� - - - � � �, 21 / � 83 %/ 56 55 54 53 52 11 FILTERS) AND / OR SETTLING DEVICES (SUCH AS SEDIMENT TRAPS OR BASINS). EFFECTIVE II 8 REMOVE THIS /1 FILTRATION DEVICES, BARRIERS, AND SETTLING DEVICES SHALL BE SELECTED, INSTALLED PORTION OF sP11 SECTION A -A BENCH 1 a "~~- I / II r I_ AND MAINTAINED PROPERLY. A PROPOSED SCHEDULE FOR DEPLOYMENT OF SEDIMENT GRAVEL BAGS A A 2 BAGS HIGH SUMP LOCATIONS ( 82 57 1 , g CONTROL BMP'S SHALL BE INCLUDED IN THE SWPPP. THESE ARE THE MOST BASIC (UNLESS OTHERWISE NOTED) '`' SAN o E It< �' Vm QLATA DO 1 " If MEASURES TO PREVENT SEDIMENT FROM LEAVING THE PROJECT SITE AND MOVING INTO ij CURB INLET SEDIMENT BARRIER NOTES: - - - 1� I I CALLS S GWS RECEIVING WATERS. LIMITED EXEMPTIONS MAY BE AUTHORIZED BY THE RWQCB WHEN I-��""'"` -` "° 36 81 II 10 WORK ON ACTIVE AREAS PRECLUDES THE USE OF SEDIMENT CONTROL BMP'S TEMPORARILY. 1. GRAVEL BAGS SHALL BE WOVEN GEOTEXTILE FABRIC. �' I I 58 � %""" "" " �l 70 2 TYP I UNDER THESE CONDITIONS, THE SWPPP MUST DESCRIBE A PLAN TO ESTABLISH PERIMETER TYP. 69 4 CONTROLS PRIOR TO THE ONSET OF RAIN. 2. CONSTRUCT ON GENTLY SLOPING STREETS WHERE WATER CAN POND AND ALLOW SEDIMENT TO SECTION i 1 35 80 , II J J SEPARATE OUT OF SUSPENSION,lyp- SANDBAGS (TYP) v _ } 71 II DURING THE NON -RAINY SEASON, THE DISCHARGER IS RESPONSIBLE FOR ENSURING THAT I j � F I 59 3. LEAVE A GAP OF ONE BAG IN THE MIDDLE OF THE TOP ROW OF BAGS TO SERVE AS THE SPILLWAY. I Il I - 68 tl r ADEQUATE SEDIMENT CONTROL MATERIALS ARE AVAILABLE TO CONTROL SEDIMENT SPILLWAY HEIGHT SHALL BE LOWER THAN CURB HEIGHT & SUFFICIENT IN SIZE TO PASS FLOWS FROMIf I �'I 34 TMP79 it 12 DISCHARGES AT THE DOWNGRADE PERIMETER AND OPERATIONAL INLETS IN THE EVENT OF SEVERE STORM EVENT. - - - - - - - - - - - I 1 i 1 I I 4 TYP 60{ 72 HP I ' A PREDICTED STORM. THE DISCHARGER SHALL CONSIDER A FULL RANGE OF SEDIMENT 4. PLACE 2 LAYERS OF GRAVEL BAGS(OVER LAPPING BAGS) AND PACK THEM TIGHTLY TOGETHER TO - - - - - - - - - - - It 1 6 67 1 1 CONTROLS, IN ADDITION TO THE CONTROLS LISTED ABOVE, SUCH AS STRAW BALE DIKES, MINIMIZE THE SPACE BETWEEN BAGS. FILL BAG WITH f I I I 33 78 II 13 I EARTH DIKES, BRUSH BARRIERS, DRAINAGE SWALES, CHECK DAMS, SUBSURFACE DRAINS, It I I . I I 6 J- If b I SANDBAG DIKES, FIBER ROLLS OR OTHER CONTROLS. AT A MINIMUM, THE DISCHARGER/ 5. INSPECT & REPAIR FILTERS AFTER EACH STORM EVENT. REMOVE SEDIMENT WHEN 1/2 OF THE ELEVATION I, 66 11 73 OPERATOR MUST IMPLEMENT AN EFFECTIVE COMBINATION OF EROSION AND SEDIMENT FILTER DEPTH HAS BEEN FILLED. REMOVED SEDIMENT SHALL BE DEPOSITED IN AN AREA TRIBUTARY TO fHP I I 32 77 62 11 s 14 I CONTROL ON ALL DISTURBED AREAS DURING THE RAINY SEASON. A SEDIMENT BASIN OR OTHER FILTERING MEASURE. ( I - 1. *PER CALIFORNIA STORMWATER QUALITY ASSOCIATION ( I I I 1 74 s 6. SEDIMENT &GRAVEL SHALL BE IMMEDIATELY REMOVED FROM TRAVELED WAY OF ROAD. L r asl 65 11 'S L A SEDIMENT BASIN SHALL HAVE A MEANS FOR DEWATERING WITHIN 7 CALENDAR DAYS 7. GRAVEL BAG INLET PROTECTION ON ROADS OPEN TO THE PUBLIC WILL REQUIRE DELINEATION STORMWATER BEST MANAGEMENT PRACTICE HANDBOOK 4 ° 31 76 - p v FOLLOWING A STORM EVENT. SEDIMENT BASINS MAY BE FENCED IF SAFETY (WORKER DEVICES TO ALERT MOTORISTS ,BICYCLISTS AND PEDESTRIANS. THE USE OF SUCH DEVICES SHALL BE I;' TMP' j 1 63 75 OR PUBLIC) IS A CONCERN. SUBJECT TO THE CITY ENGINEERS' APPROVAL. n GRAVEL BAG BERM SE -8 I I P N.T.S. I I' I � ` P`@ N \� _ � TYP. t 2 64 TYP. I 8. PER CALIFORNIA STORMWATER QUALITY ASSOCIATION STORMWATER BEST MANAGEMENT PRACTICE ? 1€ I 1 `' 1 16 THE OUTFLOW FROM A SEDIMENT BASIN THAT DISCHARGES INTO A NATURAL DRAINAGE HANDBOOK E 14 'I ' 1 30 ,. y SHALL BE PROVIDED WITH OUTLET PROTECTION TO PREVENT EROSION AND SCOUR OF f x I I _ TYP. 4 I THE EMBANKMENT AND CHANNEL. CAUR-.• 29 I' 4 I �, 28 E 1 17 THE DISCHARGER MUST CONSIDER ANY ADDITIONAL SITE SPECIFIC AND SEASONAL CURB INLET SEDIMENT BARRIER (GRAVEL BAGS I I ' TYP. CONDITIONS WHEN SELECTING AND DESIGNING SEDIMENT CONTROL BMP'S. THE ABOVE N.r.s. l I TYP. `� 27 26 25 24 23 22 21 20 19 18 LISTED SEDIMENT CONTROL MEASURES ARE EXAMPLES OF WHAT SHOULD BE CONSIDERED AND ARE NOT EXCLUSIVE OF NEW OR INNOVATIVE APPROACHES CURRENTLY AVAILABLE OR BEING DEVELOPED. - _ --- - ' --' _ THE SWPPP SHALL INCLUDE A DESCRIPTION OF THE BMP'S TO REDUCE THE TRACKING - OF SEDIMENT ONTO PUBLIC OR PRIVATE ROADS AT ALL TIMES. THESE PUBLIC AND EXTRA STRENGTH FILTER FABRIC g I 2 m �PRIVATE ROADS SHALL BE INSPECTED AND CLEANED AS NECESSARY. ROAD CLEANING NEEDED WITHOUT WIRE MESH SUPPORT 5E-7 BENTdV 1�OAD POAVOW T BMP'S SHALL BE DISCUSSED IN THE SWPPP AND WILL NOT RELY ON THE WASHING OF STEEL OR FLOiP w- -- -- y - r-- �- -- ---�--+T ACCUMULATED SEDIMENT OR SILT INTO THE STORM DRAIN SYSTEM. WOOD POST _ ATTACH FILTER FABRICM� IN. DRAIN ROCK - -- SECURELY TO UPSTREAM g" MAX. --4 SIDE E POST 225mm( ) X ��.,_ I _. �- I ° ' STORAGE HT. Forr'' LEGEND DIRECTION OF SURFACE FLOW —► - ©SE -1 —SILT FENCE --�-� — M CONSTRUCTION NOTES (3m MAXIMUM SPACING WITH SE -7 —STREET SWEEPING AND VACUUMING r` WIR SUPPORT FENCE Q1 PLACE SANDBAG VELOCITY REDUCER/SEDIMENT TRAPS IN STREET _s del 6' 1.8m) MAXIMUM SPACING WITHOUT SUBGRADE PER DETAIL HEREON (j)@ SE -8 —CONSTRUCT MODIFIED GRAVEL BAG BARRIER (2 BAGS HIGH) SILT FENCE WIRES SUPPORT FENCE ® PLACE GRAVELBAG CURB INLET SEDIMENT BARRIER PER DETAIL HEREON QQ CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE PER DETAIL ON HEREON (j)SE-10 —CONSTRUCT CATCH BASIN GRAVEL BAGS PER DETAIL—e-% 2, N.T.S. PLACE SANDBAGS ALONG PROJECT BOUNDARY PER DETAIL HEREON NOTES: ® CONSTRUCT FILTER FENCE ALONG TRACT BOUNDARY PER DETAIL HEREON ® TC -1 —STABILIZED CONSTRUCTION ENTERANCE / EXIT 1. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. WE -1 —WIND EROSION CONTROL 2. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WM-1 ---MATERIAL DELIVERY AND STORAGE WHEN NECESSARY. 9" (225mm) MAXIMUM RECOMMENDED STORAGE HEIGHT. GRAPHIC SCALE DIAL TOLL FREE 3. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT WM-2 —MATERIAL USED _80_227_2600 CONTRIBUTE SEDIMENT OFF-SITE AND CAN BE PERMANENTLY STABILIZED. 100 0 50 100 200 400 4. *PER CALIFORNIA STORMWATER QUALITY ASSOCIATION STORMWATER BESTWM-8 —CONCRETE WASTE MANAGEMENT AT LEAST TWO WORKING DAYS MANAGEMENT BEFORE YOU DIG WM-9 — SANITARY/SEPTIC WASTE MANAGEMENT ( IN FEET ) 1 inch = 100 ft. UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA NOTE: RECOMMENDED FOR SEAL- 17920 RecM Aw BENCHMARK: ELEV.=1363.503 ENGINEER M o R � � TR. No. 36536 BGR-140166A I.P. No. 140078 WORK CONTAINED WITHIN THESE PLANS SHALL APPROVAL ENGINEER 4k&o 950 CO. OF RIV. BENCHMARK NO. T-41-81, BRASS CAP NOT COMMENCE UNTIL AN ENCROACHMENT V,.*w CA 92xU 28' NORTH AND 30' EAST OF INTERSECTION OF COUNTY OF RIVERSIDE 9 PERMIT AND/OR A GRADING PERMIT HAS BEEN s c H U L T z Volo« 246 251-6821 BENTON ROAD AND VAN GAALE LANE. sHT. ISSUED. FAX s�2a}osis PROJECT BENCHMARK: ELEV.=1376.50 SCHEDULE "A" FD. CONC. NAIL SET IN TOP OF CURB 1 FT, NORTH EROSION AND SEDF ENT CONTROL Q PLANNERS ENGINEERS 9 U R VEYORS OF NORTHERLY END OF NORTHWEST CURB RETURN OF 9 SHTS. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR DATE AT THE INTERSECTION OF POURROY ROAD AND FOR ROUGH GRADING PLAN ASSURING THE E EVE ACCURACY AND ACCEPTABILITY of THE DESIGN PREPARED UNDER THE SUPERVISION OF: RCE No. 52496 HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY CHECKED BY GRANVILLE DRIVE. APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL COUNTY BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND AR ENGINEER COUNTY FILE NOSCALE: TBY DATE APPR DATE FOR: ERRA DEL_ REY INV., LLC. g y REVISING THE PLANS FOR APPROVAL BY THE COUNTY. REVISIONS DATE C""�.�_ DATE ��i. 1 AS SHOWN • :�tsu32a��Ku� t�-uy Lroslon.owg