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965s_gr:asa IBA TO HIGHWAY 74 & CITY OF HEMET COUNTY OF RIVERSIDE TRACT No. 31633 ROUGH GRADING PANS PROJECT3 GEOTECHNICAL STATEMENT SITEI CNCF ReRwacoi CERTIFY THAT I AN THE 1�FPOi Y FORRSTHIS IECHENICAL PROJECT AND ENGINEER, AVE SE 114 7,1412 REVIEWED THESE PMTS, VICINITY MAP s� i�fi'\ AND APPROVE AND GRADINGAT ANDEARTIMILKS ESE P NFORMOWN TO ON HE NIS No.2BB0' SOILS REPORT PREPARED BY GEOCON WEST. INC., JUNE 24, 15 THOMAS BROS. MAR: PAGE 869, GROS Et, E2 & F1 6 r 2016 FOR THIS PROJECT. I WILL SUBMIT A GRADING REPORT TD THE Cltt S33 TSS R2W'A * TO THE COUNTY AND SUPERVISE THE EARTHWORKS AND OF TEMECULA J'A .��qp, GRADING OPERATIONS. OFCAiFD;' elr oor�-- I A7 zat 9GNATURE DATE LAND USE UTILITIES BASIS OF COORDINATES EXISTING LAND USE: VACANT WATER EASTERN MUNICIPAL WATER DISTRICT SOCSTA NADB7, ZONE VI BASED N NGS PROPOSED ZONING: SPECIFIC PLAN 293 PA 45B & 488 STAINS 'BELL' & 'AHMf RYAN'. PROPOSED ZONING: SPECIFIC PIAN 293 PA IAL &480 SEWER EASTERN MUNICIPAL WATER DISTRICT BppLyR 1991.35 PROPOSED LAND USE: SINGLE FAMILY RESIDENTIAL ELECTRIC SOUTHERN CALIFORNIA EgSN COMPANY (8,000 SF MIN. LOT) AND OPEN SPACE GAS SOUTHERN CPDFONNM GAS COMPANY BELL (DX3774) AH1R RYAN (DX5267) TELEPHONE _ VERIZON N 2184600.02 N 2212486.806 TELEVISION - INDIVIDUAL GERTIDN/DARE E 62W242.23 E 532a559.345 OWNELAPPLICANT DEVELOPER SCHOOL DISTRICTBENCHMARK SR CNESTOGA, LLC SF 150 LLC HEMET UNIFIED SCHOOL DISTRICT 516 NAVD68 BASED ON NGS CONTROL C/O JIM LYIIE C/O JIM LYRE NEWP02 (0X5632) 41391 KALMIA STREET SUITE 5200 41391 KALMLI STREET SUITE 5100 DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1992 MURRIETA CA 92562 MURWETA, G 92562 WINCHESTER, FROM HIGHWAY 79 AND SIMPSON ROAD, SOUTH ON (951) 200-2365 (951) 677-1800 HIGHWAY 79 14 MILES TO NEWPORT ROAD, EAST ON NEWPORT ROAD 0.5 MILES TO SAN DIEGO CANAL, IN TOP OF THE SOUTHEAST WINGWALL OF SOUTH OUTLET CANAL SIPHON STRUCTURE, 25.5 FEET 461-210-020 RECORDED BOOK/PAGE PM 111/36 SUBDIVISION WE. PM 16456 LOT/PARCEL POR. PARCEL 4 LLA NO. 4921 REC. 8/15/06 DOC. 2006-600432, O.R. APN NOTES 481-210-019 1. THOMAS BROS. MAP: PAGE 669, GRIDS E1, F2 AND F1 461-210-020 2. FLOOD ZONE X. AREA OF 100 YEAR FLOOD. 461-200-043 3. PROJECT IS WTMW SPECIFIC PLAN NO. 293 461-200-046 APPROXIMATE EARTHWORK QUANTITY ESTIMATE APPROXIMATE EPRMWORK ESTIMATE TOTAL AREA DISTURBED: 43.9 GROSS ACRES CUT - CU. YDS FILL - CU. YDS FROM FAST END OF HEADWALL ELIEV.. 1497.91 ENGINEER SOILS ENGINEER TOPOGRAPHY 24 HR SWPPP CONTACT INFO ALBERT A WEBB ASSOCIATES GEOCON WEST, INC. INLAND AERIAL SURVEY NAME -JIM LYRE PES MCCRAY STREET 41571 CORNING PLACE 7117 ARUNGTON AVENUE SUITE A SUBSIDENCE RNERSIDE, CA 92506 SURE 101 RIVERSIDE CA 92503 PHONE NO.: (951) 200-2365 (951) 686-1070 MURRETA CA 92562-7065 (9,51) 683-3246 RNV. CO. TRANS. 132-135 (951) 304-2300 DATE OF TOM 12/16/2015 IJQ ANTITY 3 136 D VERIFIED BY: OEAFX O HOOD P.LS. 6799 PER LEGAL DESCRIPTION EDGE OF EXISTING PAVEMENT TOTAL TOTAL IMPEMWUS AREA: 284,140 S.F. 461-210-020 RECORDED BOOK/PAGE PM 111/36 SUBDIVISION WE. PM 16456 LOT/PARCEL POR. PARCEL 4 LLA NO. 4921 REC. 8/15/06 DOC. 2006-600432, O.R. APN NOTES 481-210-019 1. THOMAS BROS. MAP: PAGE 669, GRIDS E1, F2 AND F1 461-210-020 2. FLOOD ZONE X. AREA OF 100 YEAR FLOOD. 461-200-043 3. PROJECT IS WTMW SPECIFIC PLAN NO. 293 461-200-046 APPROXIMATE EARTHWORK QUANTITY ESTIMATE APPROXIMATE EPRMWORK ESTIMATE TOTAL AREA DISTURBED: 43.9 GROSS ACRES EXPORT 50,028 CY; EXPORT TO BE UTILIZED WITH TRACT 31632 (BGRI 150048) (IPS 150013) TO BALANCE THE ABOVE QUANTITIES REFLECT SHRINKAGE, SWELLING, SUBSIDENCE, OVER EXCAVATION OR ANY SPECIAL CONDITIONS THAT MAY BE SPECIFIED IN THE PREUMINARY SOILS REPORT AND ARE FOR REFERENCE AND FEE PURPOSES ONLY. SINCE THE ENGINEER CANNOT CONTROL THE EXACT METHOD OR MEANS USED BY THE CONTRACTOR DURING GAMING OPERATIONS, NOR CAN THE ENGINEER GUARANTEE THE EXACT SOIL GONDRION OVER THE ENTRE SITE, THE ENGINEER ASSUMES NO RESPONSIBILITY FOR FINAL EATHWORR QUANTITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING HIS OWN EARTHWORK OUANTWES FOR BIDDING CONTRACT, AND CONSTRUCTION PURPOSES. IF T APPEARS MERE WILL BE AN EXCESS OR SHORTAGE OF MATERIAL, THE CONTRACTOR MAY NOTIFY THE ENGINEER TO DETERMINE IF POSSIBLE GRADE ADJUSTMENTS CAN BE MADE TO ALLEVIATE SAID MATERIAL EXCESS OR SHORTAGE NOTE THE ENGINEER WHO PREPARED THE GRADING SISPIAN ��� HAS VERIFIED THE CONSISTENCY BETWEEN ON -SIE GRADK WIN THE �Tre l n ::I J' l ' R/W IAPPRROVED BY THE TRANSPORRTNG INFORMATION AND THE ATIONNDEPARTMENT. OPEN SPACE LOTS TABLE O.S. LOT CUT - CU. YDS FILL - CU. YDS RAW 270,618 172,814 SHRINKAGE _1816µ -- BULKING 1668 -- OVER-EXCAVATION 141,522 155,674 SUBSIDENCE -7.084 SIDEWALK TOTAL 388,079 328,488 EXPORT 50,028 CY; EXPORT TO BE UTILIZED WITH TRACT 31632 (BGRI 150048) (IPS 150013) TO BALANCE THE ABOVE QUANTITIES REFLECT SHRINKAGE, SWELLING, SUBSIDENCE, OVER EXCAVATION OR ANY SPECIAL CONDITIONS THAT MAY BE SPECIFIED IN THE PREUMINARY SOILS REPORT AND ARE FOR REFERENCE AND FEE PURPOSES ONLY. SINCE THE ENGINEER CANNOT CONTROL THE EXACT METHOD OR MEANS USED BY THE CONTRACTOR DURING GAMING OPERATIONS, NOR CAN THE ENGINEER GUARANTEE THE EXACT SOIL GONDRION OVER THE ENTRE SITE, THE ENGINEER ASSUMES NO RESPONSIBILITY FOR FINAL EATHWORR QUANTITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING HIS OWN EARTHWORK OUANTWES FOR BIDDING CONTRACT, AND CONSTRUCTION PURPOSES. IF T APPEARS MERE WILL BE AN EXCESS OR SHORTAGE OF MATERIAL, THE CONTRACTOR MAY NOTIFY THE ENGINEER TO DETERMINE IF POSSIBLE GRADE ADJUSTMENTS CAN BE MADE TO ALLEVIATE SAID MATERIAL EXCESS OR SHORTAGE NOTE THE ENGINEER WHO PREPARED THE GRADING SISPIAN ��� HAS VERIFIED THE CONSISTENCY BETWEEN ON -SIE GRADK WIN THE �Tre l n ::I J' l ' R/W IAPPRROVED BY THE TRANSPORRTNG INFORMATION AND THE ATIONNDEPARTMENT. OPEN SPACE LOTS TABLE O.S. LOT PURPOSE OWNED BY MAINTAINED BY 130 BASIN RET. BY OWNER R.C.T.D. OR GFD 131 PARK RET. BY OWNER CFD R/W RIGHT OF WAY REO. REQUIRED 50 CFD S/W SIDEWALK CFD COMMUNITY FACILITES ESMT. EASEMENT ACCESS TOSTORMDRAIN: INV. RNV. CO. TRANS. 132-135 O.S. LOT RET. BY OWNER NFlNALEMAP 3 136 (2:1 UNLESS OTHERWISE NOTED) PER EDGE OF EXISTING PAVEMENT 31633) I OS. WT. BY OWNER CFD CFD NOTE: THE WATER QUALITY BASINS WILL BE MAINTAINED BY COUNTY MAINTENANCE CFD ADMINISTERED BY THE TRANSPORTATION DEPARTMENT. CFD ADMINISTRATOR/INSPECTOR SHALL INSPECT BASINS PRIOR & DURING THE INSTALLATION OF SOIL MEDIA. COMMUNITY FACILITIES DISTRICT (CFD) COUNTY OF RIVERSIDE ADMINISTRATED BY THE TRANSPORTATION DEPARTMENT CFD NAME APPROVED BY: DATE TRACT 31632 APN 461-200-045 CBJ 19 QlOOe6.4 0100=12.4 CBi 20 1 c6g n Q100-12.4 tea• Ql .13 _R=2075'.19' 48!130 L=29.12 T 1458'-,. i 130 12 R=2215.00' A=72754" .� L=95.29 T 47.65'\ a ' . - \.I n A \"123 :LJ'D' 1 128 1" 9 X63 N21'46'46'1V 129 67 6 CB/ 21 147.61' 66 ON 21 S72736'1 7'w 5 Q100=E p�7 1048'- i/9600� CB! 18 64 r 95 97 QED=1.2 63 94 14 0100=•1.9 �„ 9 62�d`:193 ,98 t 6 �� '3 ��� 61 i� �,. _ _. t �-�t''92 Ira GRADING AND <-- 60: - QIO� IMPROVEMENTS 9 Q1 8, 59 I;TO BE CONSTRUCTED K)- \- )\. CONCURRENTLY WITH69 TRACT 31141 I��--yy- 58 577 90. \2� \ .` L _ .. lj�4N. ene ti TRACT 31141 SO I I` IMPROVEMENT PLANS - 1• 0 \\\45 1 f %44 1 0 1 43- 66 36 5.i .55 61 O.S. 64 010=2.0 � fi0.12' QIOO=3.0 5�6 �8 3\40 1 2 P- VIS �1 1181117/ $ 1 2. 1`20119 115 g, 121,r 74 114, m0 73 75 113 Q10= s 76 1 12, "0100=8.8 1111 104r 77 110 103 105>> 78.- 1 6 ?102 106: X01, 107/ \L ao 100'_ DD _ 8 INLET 99 82. Q100-206 - qF8 83� .41'40' / / C8/ 27 & 28 OFFSITE FLOWS TO IX. ,i DRAIrMvGE DITCH TO BE GRADED FOR RELIABILITY 010=11.2 0100=17.3 �o ca 9� Lyl i" vN DEMO IX. CONCRETE .PER SEPARATE PERMIT TYP. 2, F y 13/ APN 461-220-019 14/ \� CBp=i i 0700=9.7 6^ CB/ 23 1�Q10=7.7 8 Q700=9.7 09' / R=1400.00' A=21'30'05' 108 L=525.38' T=265.82' 19 837 201 \ L �i 1 � �22 Q\ 16, c� 23 35 24 34 33! �gi 26 27 O.S. 2 46 °co 43 48\4 i O.S. I' 4\ 13345 14 / 54 �- INLET 010=4.2 J:.L.eT6 I ✓' \1 \._ 0100=5.9 ILEI N DEMO EX. CONCRETE PER ` 110-4.6 SEPARATE 7MIT TIP. \ \ 1100=6.4 \SHEET 10\, SHEET 11 \ \ \ - q CENTERUNE RET. RETAINED C&G CURB AND GUTTER It PROPERTY UNE IX EXISTING TO TOP OF CURB PROP PROPOSED O.S. OPEN SPACE R/W RIGHT OF WAY REO. REQUIRED 50 STORM DRAIN D.G. DECOMPOSED GRANITE S/W SIDEWALK CFD COMMUNITY FACILITES ESMT. EASEMENT DISTRICT INV. INVERT PERPETUAL SLOPE PROPOSED SLOPE 3 EXISTING (2:1 UNLESS OTHERWISE NOTED) ' EDGE OF EXISTING PAVEMENT EXISTING CONTOUR - - - - PROPOSED RIGHT OF WAY - STREET CENTRUNE ABANDONED4 ABANDONED TRACT BOUNDARY INCIDENTAL HEREON EX, EASEMENT PURPOSES PROP. EASEMENT - - PROP. OFFSITE EASEMENT -^- 5 CUT/FILL TRANSITION LINE CFD MAINTENANCE PROPOSED WALL (2 BLOCK MIN. ABOVE PROP. FG) CUT SLOPE S4629'30'E 566.48' INLET QID=7.9 0100=11.1 /30 T' INLET 12 \J CONSTRUCTION NOTES: O1 CONSTRUCT 6' TERRACE DRAIN PER DETAIL ON SHEET 3 OCONSTRUCT SPLASH WALL PER TERRACE DRAIN AND INTECEPTOR DRAIN DETAILS ON SHEET 3 3O CONSTRUCT 3' DOWN DRAIN PER DETAIL ON SHEET 3 O CONSTRUCT 3' INTERCEPTOR DRAIN PER DETAIL ON SHEET 3 O SON HEET CONSTRUCT 12' ACCESS ROAD/TRAIL PER SECTIONS E -E AND F -F ON CONSTRUCT ' ACCESS ROAED/TRAIL PER SECTION H -H ON SHEET 3 0 CONSTRUCT 28 ACCESS ROAD/TRAIL PER SECTION G -G ON SHEET 3 BO CONSTRUCT RECTANGULAR CHANNEL PER DETAIL ON SHEET 5 0 CONSTRUCT DOUBLE RECTANGULAR CHANNEL PER DETAIL ON SHEET 5 10 CONSTRUCT CURB DRAIN PER SPPWC STD. 150-3 CASE II INLET A= 45' 11 CONSTRUCT 3' V -DRAIN PER DETAIL ON SHEET 3 EASEMENT TABLE R=1400.00' A=10'20'46w =252.80' T=126.74' s w oa,a EDT• � � - / �\ % � I �, 1 y \ I s TRACT BOUNDARY O.S. 136 267.61' NUMBER TYPE IN FAVOR OF DESCRIPTION NIDE SLOPE & 1 PROPOSED RECREATION & LANDSCAPE MAINTENANCE PARK DISTRICT EASEMENT 2 PROPOSED RIVERSIDE COUNTY DRAINAGE EASEMENT PERPETUAL SLOPE ABANDONED 3 EXISTING & INCIDENTAL HEREON PERPETUAL EXISTING DRAINAGE AND ABANDONED4 ABANDONED INCIDENTAL HEREON PURPOSES LANDSCAPE 5 PROPOSED CFD MAINTENANCE 4.17' EASEMENT \' REFER TO TRACT 31633 FINAL MAP MR COMPLETE EASEMENT DESCRIPTIONS ENGINEER OF RECORD STATEMENT THE ENGINEER WHO PREPARED AND SIGNED THIS GRADING PLAN HAS VERIFIED THAT INDEX OF SHEETS ALL TI INFORMATION ON THE DRAWINGS IS CONSISTENT WTH E STORM DRAW PLANSAPPROVED OR CLEARED TO GRADE BY THE RNENSIDE COUNTY FLOOD CONTROL DISTRICT TITLE SHEET & INDEX MAP........... 1 DETAILS & GROSS -SECTIONS........ 2-3 THE ENGINEER OF RECORD HAS EVALUATED THE DRAINAGE AND DETERMINED TUT INLET DETAILS ................................ 4-7 THE DRAINAGE ACROSS THE PROPERTY UNE DOES NOT EXCEED THAT WHICH EXISTED ROUGH GRADING PLANS ................ 8-13 PRIOR TO GRADING. WIN DETAIL ................................ 14-15 THE ENGINEER OF RECORD WHO PREPARED AND SIGNED THE GRADING PIAN HAS EROSION CONTROL PLAN......... .... 15-17 VERIFIED THAT THE PROPOSED DRAINAGE SYSTEM IS CONSISTENT WITH THE NATURAL DRAINAGE PATTERN OF THE SITE AND WILL NOT ADVERSELY AFFECT ADJACENT PROPERTES. (PROJECT N0. APPROVAL DATE 1; THE STREET PLANS APPROVED OR CLEARED TO GRADE BY THE TRANSPORTATION DEPARTMENT (IP N0. 160031 APPROVAL DATE: ) AR N AND APPROVED TENTATIVE MINCLUDING CONDITIONS OF APPROVAL NOTE: MPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK WITHIN THE ROAD RIGHT-OF-WAY ONLY. w EEXCEPT FOR THE REMINING WALLS IN CONJUNCTION WITH THIS GRADING, ALL INFORMATION ASSOCIATED WITH BUILDINGS (INCLUDING SETBACKS AND PF ELEVATIONS) IS FOR REFERENCE ONLY AND THE APPROVAL OF THIS GRADING PLANS DO NOT INCLUDE ANY PROVISIONS ASSOCIATED WITH BUILDINGS S INDEX -MAP BMP 170028 1- = 200' WDID 8 33C377600 BGR 160233 2 0 00 ' R/W 3 GRADING NOTES NPDES: WHEN ONE ACRE OR MORE IS BEING DISTURBED 1. ALL GRADING SHALL CONFORM TO THE 2013 CALIFORNIA BUILDING CODE CHAPTER 17, 18 R APPENDIX -,J AS AMENDED BY ORO. 457. 1. CONSTRUCTION SITE BEST MANAGEMENT PRACTICES (BMPS) FOR THE MANAGEMENT OF STORM WATER 2 ALL PROPERTY CORNERS, GRADING BOUNDARIES AND ALL CONSERVATION AREAS/!FAST SENSTME AREA (LSA) DETERMINED BY AND NON-STORMWATER DISCHARGES SHAH BE DOCUMENTED ON THE GRACING PLAN. ARRANGEMENTS ME ENVIRONMENTAL PROGRAMS DEPARTMENT (EPD) SHALL BE CLEARLY DELINEATED AND STAKED IN THE FIELD PRIOR TO SHALL BE MADE BY ME DEVELOPER TO RETAIN THE SVPPP ON THE JOBSIIE THROUGHOUT THE TIME COMMENCEMENT OF ANY CONSTRUCIION/GRADING. OF CONSTRUCTION. THE IMPLEMENTATION AND MNNRNANCE OF SIE BAPS IS REQUIRED TO MINIMIZE 3. ALL WORK UNDER THIS PERMIT SHALL BE UNITED TO WORK WTIHIN ME PROPERTY LINES. AL WORK WITHIN ME ROTA JOBSEE EROSION AND SEDIMENTATION. MRANGEMENTS SHALL BE MADE BY ME DEVELOPER TO MGM -OF -WAY WILL REGIME SEPARATE PLANS AND A SEPARATE MMEW/MPROVAL (PERMIT) FROM ME TRANSPORTATION MOUNTAIN THOSE BAPS THROUGHOUT ME TIME OF CONSTRUCTION. DEPARTMENT. 2. EROSION CONTROL BMPS SMALL BE IMPLEMENTED AND MAINTANED TO PREVENT AND/Oft MINIMIZE 4. ALL GRACING SHALL BE DONE UNDER THE SUPERVISION OF A SOLS ENGINEER IN CONFORMANCE WITH RECOMMENDATIONS ME ENTRAINMENT OF SOIL IN RUNOFF FROM DISTURBED SOIL MEAS ON CONSTRUCTION SITES. OF THE PROUNINARY SOBS INVESTIGATION PREPARED BY GEOCON WEST INC., DATED JUNE 24, 2016. 3. SEDIMENT CONTROL BMPS SHALL BE IMPLEMENTED AND MAINTAINED TO PREVENT AND/OR MINIMIZE 5, COMPACTED FILL TO SUPPORT ANY STRUCTURES SMALL COMPLY WITH SECTION 18035.6. PROJECTS WITHOUT A PRELIMINARY ME TRANSPORT OF SOIL FROM THE CONSTRUCTION SIRE SOILS REPORT SHALL INCLUDE DETAILED SPECIFICATIONS IN ACCORDANCE WITH SECTIONS 1803.2 AND 1803.5 PREPARED BY 4. GRADING SHALL BE PHASED TO UMI ME AMOUNT OF DISTURBED AREAS EXPOSED TO THE EXTENT ME ENGINEER OF RECORD. FEASIBLE 6. ME CONTRACTOR SHALL NOTIFY ME BUILDING AND SAFETY DEPARTMENT AT LEAST 24 HOURS IN ADVANCE TO REQUEST 5. AREAS THAT ARE CLEARED AND GRADED SHALL BE LIMITED TO ONLY THE PORION OF THE SITE THAT FINISH LOT GRAPE MO DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PRINT FINAL 5 NECESSARY FOR CONSTRUCTION. ME CONSTRUCTION SITE SHALL BE MANAGED TO MINIMIZE ME INSPECTION FOR EACH LOT. EXPOSURE TIME OF DISTURBED SOIL AREAS THROUGH PHASING AND SCHEDULING OF GRADING AND 7. ME CONTACTOR SMALL NOTIFY UNDERGROUND SERVICE ALERT, TWO DAYS BEFORE DIGGING AT 811. THE USE OF TEMPORARY AND PERMANENT SOIL STABILIZATION, 8. PRIOR TO GRADING, A MEETING SMALL BE SCHEDULE WITH A RIVERSIDE COUNTY ENVIRONMENTAL COMPLIANCE INSPECTOR 6. ONCE DISTURBED, SLOPES (TEMPORARY OR PERMANENT) SHALL BE SFASIIUZED IF THEY WILL NOT BE PRIOR TO COMMENCEMENT OF GRADING OPERATIONS. WORKED WITHIN 21 DAYS. DURING STORM SEASON, ALL SLOPES SHALL BE STABILIZED PRIOR TO A PREDICTED STORM EVENT. CONSTRUCTION SITES SHALL BE REVEGETATED AS EARLY M FEASIBLE CUT/HL AFTER SOL DISTURBANCE. 9. MAXIMUM OUT AND FILL SLOPE - 2:1 (HORIZONTAL TO VERTICAL). 7. STOCKPILES OF 500. SKALL BE PROPERLY CONTAINED TO EUMINATE OR REDUCE SEDIMENT 10. NO FELL SMALL BE PLACED ON EXISTING GROUND UNTIL ME GROUND HAS BEEN CLEARED OF WEEDS, TOPSOIL AND OTHER TRANSPORT FROM ME SITE TO STREETS. DRAINAGE FACILITIES OR ADJACENT PROPERTIES VN RUNOFF. DELETERIOUS MATERIAL BUS SHOULD BE PLACED M MIN LIFTS (8 -INCH MAX OR AS RECOMMENDED IN SOBS REPORT), VEHICLE TRACKING, M WINO. RT COMPACTED AND TESTED M GRADING PROCESS UNTIL FINAL GRADES ME ATTAINED. ALL FU_S ON SLOPES STEEPER THAN 5 8. CONST RUMON SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT A STORM DOES NOT CARRY TO 1 (H/V) AND A HEIGHT GREATER IRAN 5 FEET SNL! BE KEYED AND BENCHED INTO FIRM NATURAL SOIL FOR FULL WASTES OR POLLUTANTS OFF THE SITE. DISCHARGES OTHER THAN STORMWATER (NON-STORMWATER SUPPORT. ME BENCH UNDER THE TOE MUST BE 10 FEET WIDE MIN. DISCHARGES) ME PROHIBITED. EXCEPT M AUTHORIZED BY AN INDIVIDUAL NPDES PERMIT. THE 11. THE SLOPE STABILITY FOR CUT AND BLL SLOPES OVER 30' IN VERTICAL HEIGHT, OR SLOPES STEEPER THAN 2:1 HAVE BEEN STATEWIDE GENERAL PERMIT -CONSTRUCTION ACTMIY. POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT VERIFIED WITH A FACTOR OF SAFETY OF AT LEAST 1.5. UNITED T0: SOUD OR UQUID CHEMICAL "US; WASTES ROM PAINTS, STAINS, SEALANTS, SOLVENTS, 12. NO ROCK OR SIMILAR IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER THAN 12 INCHES SAL BE BURIED OR DETERGENTS. GLUES. LIME, PESTICIDES, HERBICIDES, FEFMUZERS, WOOD PRESERVATIVES, AND PLACED IN FILLS CLOSER MAN 10 FEET TO ME FINISHED GRADE ASBESTOS FIBERS. PAINT FLAKES OR STUCCO FRAGMENTS; FUELS. OLS LUBRICANTS, AND HYDRAULIC, RADIATOR OR BATTERY FLUIDS; CONCRETE AND RELATED CUTTING OR CURNG RESIDUES: FLOATMLE DRAINAGE AND EROSION/DUST CONTROL. WASTES, WASTES FROM ENGINE/EQUIPMENT STEAM CLEANING OR CHEMICAL DEGREASING; WASTES 13. DRNNAGE ACROSS PROPERTY UNES SHALL NOT EXCEED THAT o IC,CHnEXISTED PRIOR TO GRACING. EXCESS OR 9 FROM STIEEI CLEANING: AND SUPER-CHLORIMATED POTABLE WATER FROM LINE FLUSHING AND ,..,M AW A, .., n , c nC,nM AC TESTING. DURING CONSTRUCTION. DISPOSAL OF SUCH MATERIALS SHOULD OCCUR IN A S'EDIFIED AND 14. PROMOE A PAVED SLOPE INTERCEPTOR DRAIN ALONG ME TOP OF CUT SLOPES WHERE THE DRAINAGE PATH IS GREATER MAN 40 FEET TOWARDS ME CUT SLOPE. 15. PROVIDE 5' WIDE BY V HIGH BERM ALONG ME TOP OF ALL FILL SLOPES STEEPER THAN 3:1 (HAV) I& THE GROUND SURFACE IMMEDIATELY ADJACENT TO ME BUILDING FOUNDATION SHALL BE SLOPED AWAY FROM THE BUILDING AT A SLOPE OF NOT LEW THAN ONE UNIT VERTICAL IN 20 UNITS HORIZONTAL (5 -PERCENT SLOPE) FOR A MINIMUM DISTANCE OF 10 FEET MEASURED PERPENDICULAR TO ME FACE OF THE FOUNDATION. 17. NO OBSTRUCTION OF NATURAL WATER COURSES SHALL BE PERMITTED, 18. DURING ROUGH GRACING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL (BEST MANAGEMENT PRACTICES, BMPS) SMALL BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROP ES. 19. DUST SMALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. 20. FUGITIVE DUST CONTROL CONSTRUCTION SITES SUBJECT TO PM10 FUGITIVE DUST MITIGATION SMALL COMPLY WITH AQMD RULE 403.1 21. ALL EXISTING ORAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTES DURING GRADING OPERATIONS. 22. FOR SLOPS STEEPER MM 4 TO 1 (H/h: ALL SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT. ARE REQUIRED TO BE PLATED WITH AN APPROVED DROUGHT -TOLERANT GROUND COVER AT A MINIMUM SPACING OF 12' ON CENTER OR M APPROVED BY ME ENGINEER OF RECORD OR ME REGISTERED LANDSCAPE ARCHITECT AND DROUGHT -TOLERANT SHRUBS SPACED AT NO MORE THAN 10' ON CENTER, SLOPES EXCEEDING 15' IN VERRCAL HOW SMALL BE PLANTED WITH APPROVED SHRUBS HOT TO EXCEED 10' ON CENTER, OR TREES SPACED NOT TO EXCEED 20' ON CENTER, OR A COMBINATION OF SHRUBS AND TREES NOT TO EXCEED 15' IN ADDITION TO THE GRASS OR GROUND COVER. SLOPES THAT REQUIRE PUNTING SMALL BE PROVIDED WITH AN IN -GROUND IRRIGATION SYSTEM EQUIPPED WITH AN APPROPRIATE BACKFLOW DEVICE PER C.P.C.. CHAPTER 6. ME SLOPE MIMING AND IRRIGATION SYSTEM SMALL BE INSTALLED M SOON M POSSIBLE PRIOR TO SCHEDULING PRECISE GRADE INSPECTION. ALL PERMANENT SLOPE PLANTING SMALL BE ESTABUSHED AND IN ONO CONDITION PRIOR TO SCHEDULING PRECISE GRADE COMPLETION OF WORK ROUGH GRADE 23. A REGISTERED CML ENGINEER SHALL PREPARE FINAL COMPACTION REPORT AND R SMALL BE SUBMITTED TO THE DEPARIMENT OF BUILDING AND SAFETY DEPARTMENT FOR RENEW AND APPROVAL. ME REPORT SHALL INCLUDE BUILDING FOUNDATION DESIGN PARAMETERS (ALLOWABLE SOIL PRESSURES, ETC.), EXPANSION INDEX (ANO DESIGN ALTERNATIO S IF 0>20), WRIER SOLUBLE SULFATE CONTENT, CORROSMIY AND REMEDAL MEASURES IF NECESSARY, 24. EXCEPT FOR NON -TRACT SINGLE RESIDENTIAL GRADING, ME COMPACTION REPORT SHALL INCLUDE ME SPECIAL INSPECTION VERIFICATIONS USED ON TABLE 1705.6 OF 2013 CBC. 25. THE COUNTY OF RIVERSIDE REQUIRES A LICENSED PROFESSIONAL ENGINEER TO SUBMIT A WET SIGNED MD STAMPED ROUGH GRADING CERTIFICATION WHICH INCLUDES PM ELEVATIONS PRIOR TO REQUESTING INSPECTION MO ISSUANCE OF ME MIMING PERMIT. PRECISE GRADE 26. A REGISTERED CML ENGINEER SHALL SUBMIT TO THE BUILDING AND SAFETY DEPARTMENT WEIRTEN FINAL CERTIFICATION O COMPLETION OF GRADING IN ACCORDANCE WITH THE APPROVED GRADING MN PRIOR TO ME REQUEST OF PRECISE GRACING INSPECTION. PAVINGPAVING NOTES 1. MINIMUM PARKING LOT GRADE SMALL BE 1%. 2. MINIMUM GRADE FOR RIBBON GUTTER DRAINS SHALL BE 0.35%. 3. AN APPROVED SOIL STERILIZER SHALL BE USED ON ALL SUBGRADE SURFACES PRIOR TO PLACEMENT OF PAVING, 4. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING AND SHALL BE APPLIED AT A RATE OF 0.05 GALLONS PER SQUARE YARD. ASPHALT EMULSION SHALL CONFORM TO SECTION 27, 29 MID 94 OF THE STANDARD SPECIFICATIONS. 5. ME CONTRACTOR SMALL APPLY TO THE RIVERSIDE COUNTY OF TRANSPORTATION DEPARTMENT FOR AN ENCROACHMENT PERMIT FOR ALL WORK WITHIN THE RIGHT-OF-WAY. 6. ALL PAYING INSPECTIONS WILL BE PERFORMED BY THE SPECIAL INSPECTORS HIRED BY THE OWNER. TWO INSPECTIONS ARE REQUIRED. INSPECTION /1: INSPECTION AT THE COMPLETION OF THE BASE COURSE INSPECTION 12: INSPECRON WHEN THE AC AND CONCRETE ARE PLACED. 7. A COMPACTION REPORT BY A GEOTECHNICAL ENGINEER SHALL CERTIFY ME BASE UNDER AC IS COMPACTED TO 95% 8. IF THE PRELIMINARY SOILS REPORT DOES NOT SPECIFY A PAW THREE INCHES ASPHALT CONCRETE AND FOUR INCHES CLASS 1 9. PRIOR TO REQUESTING A BUILDING FINAL INSPECTION, THE CON INSPECTION REPORT #1 AND THE GEOTECHNICAL ENGINEER'S C COUNTER FOR REVIEW AND APPROVAL. THE GRADING STAFF WIL THE BUILDING FINAL INSPECTION. CFD NOTE: THE WATER OlAUTY BASINS WILL BE MAINTAINED BY COUNTY MAINTENANCE CFD ADMINISTERED BY THE TRANSPORTATION DEPARTMENT. CFD ADMINISTRATOR/INSPECTOR SHALL INSPECT BASINS PRIOR k DURING THE INSTALLATION OF SOIL MEDIA COMMUNITY FACILITIES DISTRICT (CFO) COUNTY OF RIVERSIDE ADMINISTRATED BY THE TRANSPORTATION DEPARTMENT CFD NAME: APPROVED BY: DATE 'CTION. THE STRUCTURAL SECTION SHALL BE RELATE BASE, FOR SHALL PROVIDE A COPY OF SPECIAL CATION TO THE BUILDING AND SAFETY GRADING ?R THE CONDITIONS OF APPROVAL ALLOWING FUTURE EAST R/W FUTURE IMPROVEMENTS 21' VARIES 50 VARIES PI 2% 9. RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SMALL BE CONTAINED AT CONSTRUCTION SITE AND MUST NOT BE DISCHARGED TO RECEMNG WATERS OR THE LOCAL STORM DRAM SYSTEM. 10. APPROPRIATE BMPS FOR CONSTRUCTION-ROATEO MATERIALS, WASTES, SPILLS OR RESIDUES SNAIL BE IMPLEMENTED TO ELIMINATE OR REDUCE TRANSPORT FROM THE SITE M STREETS, DRAINAGE FACILITIES, OR ADJOINING PROPERTIES BY WIND OR RUNOFF. 11. ALL CONSTRUCTION CONTRACTORS AND SUBCONTRACTOR PMSONNEL ARE TO BE IN ME IMPLEMENTATION AND USE OF THE REWIRED BMPS AND GOOD HOUSEKEEPING MEASURES FOR THE PROJECT SITE AND ANY ASSOCIATED CONSTRUCTION STAGING AREAS AND ALL TRAINING DOCUMENTATION SHALL BE MANTANED IN THE SWPPP. 12. DISCHARGING CONTAMINATED GROUNDWATER PRODUCED BY DEWATERING GROUNDWATER THAT HAS INFILTRATED INTO ME CONSTRUCTION SITE IS PROMWED. DISCHARGING OF CONTAMINATED SOILS VU SURFACE EROSION IS ALSO PRg1B11TED. DISONRGING NON CONTAMINATED GROUNDWATER PRODUCED BY DEWATERING ACTMTIES MAY REWIRE A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (HIDES) PERMIT FROM ME REGIONAL WATER QUALITY CONTROL BOARD. 13. BMPS SHALL BE MAINTAINED AT ALL [MES. IN ADDITION. MAPS SMALL BE INSPECTED PRIOR TO PREDICTED STORM EVENTS AND FOLLOWING STORM EVENTS. 14, AT ME END OF EACH DAY OF CONSTRUCTION ACTIVITY. ALL CONSTRUCTION DEBRIS AND WASTE MATERIALS SHALL BE COLLECTED AND PROPERLY DISPOSED OF IN TRASH OR RECYCLE SINS. PRE-GRADING/PRE-CONSTRUCTION NOTE: A PRE-GRADING/PRE-CONSTRUCTION MEETING AND SITE INSPECTION SHALL BE ARRANGED FOR BY THE SITE DEVELOPER PRIOR TO COMMENCING GRADING OPERATIONS. THOSE PARTIES REQUIRED TO ATTEND THE PRE -CONSTRUCTION MEETING SHALL INCLUDE BUT ARE NOT LIMITED TO THE DEVELOPER, PROJECT SUPERINTENDENT, ENGINEER OF RECORD, SOIL ENGINEER OWING CONTRACTOR AND UNDERGROUND UTILITIES CONTRACTOR. REPRESENTING THE DEPARTMENT OF BUILDING AND SAFETY SMALL BE THE GRADING PVN -CHECKER AND/OR GRADING INSPECTOR. THE FOCUS OF THE PRE-CONSMUCTION MEETING SMALL BE TO DISCUSS THE VARIOUS ASPECTS AND RESPONSIBILITIES OF THE GRADING PROJECT AND TO PROVIDE AN APPROXIMATE TIMETABLE FOR THE COMPLETION OF ROUGH GRADING. ARRANGE FOR A PRE-GRADING/PRE-CONSTRUCTION MEETING BY CAWNG THE DISTRICT OFFICE RESPONSIBLE FOR PROVIDING YOUR GRADING AND BUILDING INSPECTIONS. 43' 21 R/W 12 12 t 5 vW{ILi < J 2'PROP. / � j'7-' I CURB COMMUNITY FENCE AND WALL PER WALL PIAN I i- TCTC-1.3' ` PAD �. TYPICAL ROUGH GRADING STREET SECTION MS `2:1 1 %MIN. SLOPE l �I BACK OF SIDEWALK `GRAVEL BAGS _ TROUGH GRADE (2 LAYERS STREET CUT WITH SPILLWAY) PE STREET -t TYPICAL LOT ROUGH GRADE SWALE HIS TRACT BOUNDARY R TRACT 31633 LOT 644 TRACT 31141 ELEV.=1483.4 LOT 34 TT) ELEV=1479.9 h rEX. GROUND - SECTION A -A i"=10' PROP. VALLEYWIDE ESMT. FOR SLOPE MAINTENANCE 8' 2' PROP. COMMUNITY WALL PER n` 31633 FENCE AND WALL PLAN LO 11 PROP. 8' CURB PROP. 8" CURBLj EIEV.-IQZQ & GUf1ER _ 2% & GUTTER 2% Z, J __";u:IX. GROUND PROP. MEANDERING SIDEWALK SECTION C -C 1"=10' ROAD WOODCREEK TRAIL 59, R/W R/W 36' 5' S' `IX GROUND CURB PROP. 8" CURB h GUTTER 2:1 2% LOT 27 =TT) EIEV.=1507.1 PROP. MEANDERING SIDEWALKS/ "SIDEWALK PROP. COMMUNTII WALL PER SECTION D -D 31633 FENCE AND WALL PLAN 1"=10' ^zdriiif7 5' R 1' PAD 2 S`Opf A PAD 1 TYPICAL SLOPE NTS GRAVEL BAGS CURB 8: GUTTER (2 LAYERS WITH SPILLWAY) - PE STREET TYPICAL LOT ROUGH GRADE SWALE & SEDIMENT BARRIER WHEN CURB & GUTTER ARE CONSTRUCTED HIS R/W DOMENIGONI PARKWAY q OS LOT 131 X CURB PC B' CURT 2% AND GUTTE PROP, MEANDERING 5' 13' r2% PERMIT 2MIN MEA 10' MAX BOUNDARY EX GROUND GROUND /5 til Paoi TYPICAL CUT SLOPE SECTION NTS REMOVE ALL UNSUITABLE EX. PROP. S 2' MIN PERMIT AREA PAD 20' MAX BOUNDARY �.7 H/2 H IX. GROUND FILL SLOPE TYPICAL SECTION NTS FINISH GRADE Sv� VARIEE TO BE SUCH THAT SLOUGHING no el mikim, nAuD kln� ^^A1 10 I "B' SEE NO E 1 TYPICAL KEYING & BENCHING DETAIL NTS KEYING & BENCHING DETAIL NOTES 1. KEY WIDTH "B" SHOULD BE A MINIMUM OF 10 FEET, OR SVFFECTTENLY WIDE TO PERMIT COMPLETE COVERAGE WITH THE COMPACTION EQUIPMENT USED. THE BASE OF THE KEY SHOULD BE GRADDED HORIZONTAL, OR INCLINED SLIGHTLY INTO THE NATURAL SLOPE. 2. THE OUTSIDE OF THE KEY SHOULD BE BEELOW THE TOPSOIL OR UNSUITABLE SURBCML MATERIAL AND AT LEAST 2 FEET INTO DENSE FORMATIONAL MATERIAL WHEE HMD ROCK IS EXPOSED IN THE BOTTOM OF THE KEY. THE DEPTH AND CONFIGURATION OF THE KEY MAY BE MODIFIED M APPROVED BY THE CONSULTANT. KEYING AND BENCHING DETAIL PER GEOTECHNICAL INVESTIGATION PROVIDED BY GEOCON WEST, INC. DATED JUNE 24, 2016. RAW 5' 2'PROP. / � j'7-' 31633 COMMUNITY FENCE AND WALL PER WALL PIAN rIX. GROUND: _ SECTION B -B 1"=10' R PROP. 20' 12' CESS ROAD / TRAIL 2% MAINTENANCE ESMT FINAL MAP 3' INTERCEPTOR DRAIN VARIES 18 -44/ DAYUGH 6' 2ACE DRAIN � / TO IX. EX. GROUND CONSTRUCT 3" ASPHALT CONCRETE OVER COMPACTED NATIVE OPEN VIEW FENCE PER FENCE AND WALL PLAN 1.5:1 SLOPE CFD MINT. WDID 8 33C377600 1.5:1 SLOPE CFD MAINT. BGR 160233 PROP. COMBO FENCE PER. 31633 FENCE AND T WALL PLAN `IX. GROUND LOT 49 ELEV. 1497.3 �EX. GROUND 47 PROP. COMMUNITY WALL PERS 31633 FENCE AND WALL PLAN LOT 1 TRACT 31141 R PROP, LANDSCAPE MAINTENANCE ESMT. PER 31633 FINAL MAP 0.5. LOT 136 6 TERRACE7MN 20' 2' 12' ACCESS ROAD � , — — CFD MAINE. SLOPE CONSTRUCT 3" ASPHALT CONCRETE OVER COMPACTED NATIVE SECTION E—E INIER�CEPTOR TRACT BOUNDARY _/ DRAIN R O.S. LOT 135 R 20' MAINTENANCE ESMT. 2' TRACT 3114,— T - OT 41 2% ELEV, 1497.0 2:1 PROP. COMMUNITY WALL PER 31141 FENCE AND WALL PLAN O SECTION F—F 1"=10' PERRWPROP. COMMUNITY WALL AL 3PLAN FENCE AND WALL PLM! 'CEX. GROUND l?: TRACT 31633 OT 56 ELEV.=1491.0 3' ASPHALT CONCRETE 6" THICK SPLASH WALL W/ I #4 016" DNERIER (SPLASH) WALL TO BE CONSTRUCTED AT ANGLE PT. AND WHEN DOWN - DRAIN TERMINATES AT TERRACE DRAIN 5% MI 2:1 MAX - N 4" THICK CONCRETE W/ 6'X6"-10GA. W.W.M. 5' 1.5:1 HINGE POD L6V'EL LINE _ o — R O.S. LOT 132 R `-FL ELEV PER PLAN O.S. LOT 143- 26 i X25' R 3' R 0.5, LOT 134 R EX GROUND V -DRAIN 20 3' 2' 5' 18' 2' — — — — — — — — — — — — — — 6' TERRACE DRAIN DETAIL V -DRAIN ACCESS ROADrPROP. COMMUNITY WALL NTS 20' 2' / TRAIL WITH MIN. 2 BLOCKS VARIES 3' VARIES ACCESS ROAD ABOVE PROP. FG PER LOT 49 LOT 48 PROP. COMMUNITY WALL 31633 FENCE AND WALL 3' /TRAIL PER 31633 FENCE AND 2% 2z PLAN ET.F7.=1497.3 Ya 15-0% ELEV. 1497,4 7� WALL PUN n ' LOT 36 ~— ELEV.= 1488.7 — — ELEV.=1489.2 PROP. COMMUNITY WALL PER 31633 -/PROP. COMMUNITY WALL PER 31633 0l 1 gT LOT 45 EX. GROUND -- FENCE AND WALL PUN FENCE AND WALL PLAN `lT} 01V =1502.2 CONSTRUCT 3" ASPHALT CONCRETE CONSTRUCT 3" ASPHALT CONCRETE PROP. 3' DOWN DRAIN - - - OVER COMPACTED NATIVE OVER COMPACTED NATNE 3P. COMMUNITY WALL PER 31633 PROP. A13OV P WALL WITH MIN. 2 SECTION 1-1 ICE AND WALL PLAN BLOCKS ABOVE PROP. FG PER 31633 O3 FENCE AND WALL PUN 1"=I0' 4" THICK CONCRETE OSECTION G—G ©SECTION H—H W/ 6"X6'-10GY W.W.M. 1"=1o' 1"=10' (B3' V—DRAIN DETAIL NTS TRACT BOUNDARY R 1' \ F 10.5' 5' 17' LOT 130 'WATER QUAIJIY BASIN" BASIN BOTTOM ELE == 1469.0 IX. GROUND — — — — DOMENIGONI PARKWAY CFD NOTE: THE WATER QUALITY WINS WILL BE MAINTAINED BY COUNTY MAINTENANCE CFD ADMINISTERED BY THE TRANSPORTATION DEPARTMENT. CFD ADMINISTRATOR/INSPECTOR SHALL INSPECT BASINS PRIOR & DURING THE INSTALLATION OF SOIL MEDIA. COMMUNITY FACILITIES DISTRICT (CFD( COUNTY OF RIVERSIDE ADMINISTRATED BY THE TRANSPORTATION DEPARTMENT CFD NAME: APPROVED BY DATE EX. B" CURB MEDIAN r SECTION J—J r=10' IX. 8" CURB AND GUTTER PROP. MEANDERING 18' 1 5' IX. R/WI PROP. R/W 21' I 5' 9' �1 5' z% I z% SPLASH WALL p 10.5 (WHERE REO.) y0_5I� \' 3.00' �•'ll I 1 4" THICK CONCRETE I — H }T W/ 8"X6'-10CA. W.W.M. 5 Ory R DOWN DRAIN ANCHOR 1 PROP. COMMUNITY WALL PER 31633 FENCE AND WALL PIAN LOT 1 } TRACT 31633 I LOT 130 "WATER QUALITY BASIN" 63' ``I PROP. R/W PROP. BASIN 80170M ELEV = 1469.0 PROP. 31633 OPEN VIEW FENCE AND FENCE WALL PER PLAN SECTION K—K 1"=10• ODOWN DRAIN DETAIL SPLASH WALL / (WHERE REQ.) 1.5' 1.5' �pV1Nj 9 \ oti DAYLIGHT � TO IX. \+ 4" THICK CONCRETE W/ 6"X6"-10GA. W.W.M. 4INTERCEPTOR DRAIN DETAIL STs WDID 8 33C377600 BGR 160233 PROP. R/W PROP. R/W IRON TRAIL ROAD 56' 36' 10' PROP. OPEN VIEW FENCE PER10' 31633 FENCE AND WAIL PUN 31.5' 5 5' S' 18' 18' 6 4' 2% 2% PROP, CURB 2% PROP. CURB 2% & GUTTER 2% ---- & GUTTER 4.1 PROP. SIDEWALK PROP. SIDEWALK _ — — — — — IX. cRouNDT WDID 8 33C377600 BGR 160233 GRATE 3" X 1/2" BARS 0 2" O.C. 6 OPENINGS AT L=12" - M CONNECTING FRAME L3 X 3 X 1/4– SPOTWELD EACH POST TO 48" CMP al. -O" 8 3'0 LOW FLOW HOLES OR NOTCHES ALL AROUND FRAME 24' RCP 1515.74 INV UNE 8 PER 31633 SO PLANS 1522.64 TG 1521.64 FS �—� ! I �� L _. _. _ _..... �- 4" THICK CONCRETE APRON W/6x6x10 WWM 10" SLOTS, AT QUARTER POINTS 48" CMP AROUND CIRCUMFERENCE, 32" ROW SPACING, STAGGER ALTERNATE ROWS L I ui MODIFIED INLET TYPE X PER R.C.F.C. STD. NO. CB108 NTS NOTES: 1. PLACE GRATE BARS PARALLEL TO FLOW. 2. GRATE AND FRAME SHALL BE GALVANIZED. CFD NOTE: THE WATER QUALITY BASINS WILL BE MAINTAINED BY COUNTY MAINTENANCE CFD ADMINISTERED BY THE TRANSPORTATION DEPARTMENT. CFD ADMINISTRATOR/INSPECTOR SHALL INSPECT BASINS PRIOR k DURING THE INSTALLATION OF SOIL MEDIA COMMUNITY FACILITIES DISTRICT (CFD) COUNTY OF RIVERSIDE ADMINISTRATED BY THE TRANSPORTATION DEPARTMENT CFD NAME: APPROVED BY: DATE: SECTION L -L NTS L3" X J" BARS 0 2" O.C. DEBRIS RACK CAGE TOP VIEW HIS WDID 8 33C377600 BGR 160233 CONSTRUCTION NOTES: O1 CONSTRUCT 6' TERRACE DRAIN PER DETAIL ON SHEET 3 OCONSTRUCT SPLASH WALL PER TERRACE DRAIN AND INTECEPTOR DRAIN DETAILS ON SHEET 3 O3 CONSTRUCT 3' DOWN DRAIN PER DETAIL ON SHEET 3 © CONSTRUCT 3' INTERCEPTOR DRAIN PER DETAIL ON SHEET 3 OCONSTRUCT 12' ACCESS ROAD/TRAIL PER SECTIONS E—E AND F—F ON SHEET 3 © CONSTRUCT 18' ACCESS ROAD/TRAIL PER SECTION H—H ON SHEET 3 ® CONSTRUCT RECTANGULAR CHANNEL PER DETAIL ON SHEET 5 Q9 CONSTRUCT DOUBLE RECTANGULAR CHANNEL PER DETAIL ON SHEET 5 10 CONSTRUCT CURB DRAIN PER SPPWC STD. 150-3 CASE II INLET A= 45 I1 CONSTRUCT 3' V—DRNN PER DETAIL ON SHEET 3 INLET DETAIL "A" 1•=10' ® RECTANGULAR CHANNEL DETAIL NTS CFD NOTE: THE WATER QUALITY BASINS WILL BE MAINTAINED BY COUNTY MAINTENANCE CFD ADMINISTERED BY THE TRANSPORTATION DEPARTMENT. CFD ADMINISTRATOR/INSPECTOR SHALL INSPECT BASINS PRIOR & DURING THE INSTALLATION OF SOIL MEDIA. COMMUNITY FACILITIES DISTRICT (CFD) COUNTY OF RIVERSIDE ADMINISTRATED BY THE TRANSPORTATION DEPARTMENT CFD NAME APPROVED BY: DATE RECTANGULAR CHANNEL DETAIL "A" 1•=10' \0 PROP ' pB__ 5 PRpP �.PW0� PROPERTY INLET DETAIL "B" 1•=10' NTS 3' PROP. INLET PER SPPWC DRAIN STD. 150-3 CASE II TYPE 24-9 RECTANGULAR GRATE PER CAL TRANS LEGEND REVISED STD. PLAN D77A (i CENTERLINE RET. RETAINED PROP. ACCESS ROAD C&G CURB AND GUTTER R PROPERTY LINE EX EXISTING TC TOP OF CURB PROP PROPOSED O.S. OPEN SPACE R/W RIGHT OF WAY RED. REQUIRED S° STORM DRAIN D.C. DECOMPOSED GRANITE S/W SIDEWALK CFD COMMUNITY FACILITIES 6" THICK CONCRETE ESMT. EASEMENT DISTRICT INV. INVERT W/ #4 BARS 0 18" O.C. PROPOSED SLOPE —� (2:1 UNLESS OTHERWISE NOTED) EDGE OF EXISTING PAVEMENT EXISTING CONTOUR — — — — PROPOSED RIGHT OF WAY STREET CENTERLINE TRACT BOUNDARY EX. EASEMENT PROP. EASEMENT PROP. OFFSRE EASEMENT — — CUT/FILL TRANSITION UNE PROPOSED WALL \ (2 BLOCK MIN. ABOVE PROP. FG) \\\ CUT SLOPE OR JNE a p \1 \a aO6 9 S 66 `7, 14 INLET DETAIL "D" �� 1•-10r fY j SEpPE 10E OF \\NE .Ay Va 41 I PRpPFl" ,.W N �pP4,R \ tea. �\NE tRP`tPV1pR \ ,Sy PROPER E UR���O VAPyP 2n S�pP ,511.81 FL1 .31 pO4 � \ P \ 1511.92 FLOp 042 /7 PRi �IE \ S 892 sSE� G'N 149 1512.16g� / PROP. 240 RCP FS 0 4 5.20 S ! 6 ry J`' PROP. CB 110 I PER SO PLANS 12 1 5 1512.16 ' 16 .86 e oQ`J/ H=1.4'. W=7' s. 1 FL —Zl l\^B'Pc._ 2 2 C� QP, SCp'OP / 1493. 14 / 4 5. 1 9 . 6 J S N 6 6. L r `PROP. DRAINAGE ESMT. PER FINAL MAP 31633 1 (ESMT. #'2 PER ESMr. TABLE) RECTANGULAR CHANNEL "B" W E INLET DETAIL "E" 10=10' r=1o' S WDID 8 33C3776O0 BGR 160233 PE {S r S�oPE FL s i a pF s. Is<z-Zi FL S�Oo CFD NOTE: THE WATER QUALITY BASINS WILL BE MAINTAINED BY COUNTY MAINTENANCE CFD ADMINISTERED BY THE TRANSPORTATION DEPARTMENT. CFD ADMINISTRATOR/INSPECTOR SHALL INSPECT BASINS PRIOR & WRING THE INSTALLATION OF SOIL MEDIA. COMMUNITY FACILITIES DISTRICT (CFD) COUNTY OF RIVERSIDE ADMINISTRATED BY THE TRANSPORTATION DEPARTMENT CFD NAME: APPROVED BY: DATE: 66° PROP. 18" RCP IPs"WS O.S. 131 9 2 d214T e9q � fS{NsJJ S Ai r - �`S TOf SFS \e 7•B�CH S°pf RECTANGULAR CHANNEL AND INLET DETAIL "F" 1"=10' BFNC H e�N� We�E 'Ir S LEGEND q CENTERLINE RET. RETAINED C6•G CURB AND GUTTER R PROPERTY LINE EX EXISTING TC TOP OF CURB PROP PROPOSED O.S. OPEN SPACE R/W RIGHT OF WAY REQ. REQUIRED SO STORM DRAIN D.G. DECOMPOSED GRANITE S/W SIDEWALK CFD COMMUNITY FACILITIES ESMT. EASEMENT DISTRICT INV. INVERT PROPOSED SLOPE (2:1 UNLESS OTHERWISE NOTED) – EDGE OF EXISTING PAVEMENT - EXISTING CONTOUR — — — PROPOSED RIGHT OF WAY c VMI rrkmroi iur PROP. EASEMENT PROP. OFFSITE EASEMENT —^--- -- CUT/RLL TRANSITION UNE PROPOSED WALL (2 BLOCK MIN. ABOVE PROP. FG) CUT SLOPE \ PROP. 16" RCP- A ST•Uo.sJJrV 4.1� — '4" PROP.I CB 110 T PER SD PIANS , O � V=6 ° RECTANGULAR CHANNEL AND INLET DETAIL "G" 1'=1D• CONSTRUCTION NOTES: O1 CONSTRUCT 6- TERRACE DRAIN PER DETAIL ON SHEET 3 CONSTRUCT SPLASH WALL PER TERRACE DRAIN AND INTECEPTOR 0 DRAIN DETAILS ON SHEET 3 O3 CONSTRUCT 3• DOWN DRAIN PER DETAIL ON SHEET 3 © CONSTRUCT 3• INTERCEPTOR DRAIN PER DETAIL ON SHEET 3 OCONSTRUCT 12' ACCESS ROAD/TRAIL PER SECTIONS E—E AND F—F ON SHEET 3 O8 CONSTRUCT RECTANGULAR CHANNEL PER DETAIL ON SHEET 5 WDID 8 33C377600 G'L'f LINE BGR 160233 AA� PROP. 18" RCP L ams CONSTRUCTION NOTES: cB 0 CONSTRUCT 6' TERRACE DRAIN PER DETAIL ON SHEET 3 CONSTRUCT SPLASH WALL PER TERRACE DRAIN AND INTECEPTOR DRAIN DETAILS ON SHEET 3 O3 CONSTRUCT 3' DOWN DRAIN PER DETAIL ON SHEET 3 y CONSTRUCT 3' INTERCEPTOR DRAIN PER DETAIL ON SHEET 3 7 in O CONSTRUCT 12' ACCESS ROAD/TRAIL PER SECTIONS E -E AND F -F ON SHEET 3 CONSTRUCT RECTANGULAR CHANNEL PER DETAIL ON SHEET 5 0 q/y 5 q'P CUT/FILL TRANSITION LINE TABLE (j tiM PRO a OyS� yl PER, FINN. MAP ESMi3 TABLE) EBMi { z PER NOTE: REFER TO TABLE lc PROVIDIN THE FS 1.07 5 .07 GEOTECHNICAL NVESTIGA ONE PREPARED BY GEOCON WEST, INC. DATED JUNE 24, d y� 51g, 7 1519.57 / 2016 FOR LOT CUT/FILL ANALYSES. W C 1 { L / N d _ _I � i IS TOP OF SLOPE 57. I .5 Q J� G III x III 1 W \\%1 1415 -E 6 tiM INLET DETAIL "H" RACE ROAD%��� L=252.80' INST'y"y0f7-0317972 REC. 8 3 17 m INLET "H" DETAIL TRACT BOUNDARY PROP, STREET 3.9 m 1516. SEE SHEET 7 RECTANGULAR CHANNEL PROP. MEANDERING S/W LPROP. 24" RCS'\ TC - _ ` "H' DETAIL SEE SHEET 7 PROP. R/W PER °l FINAL .MAP 31633 114.35 t 'f 1510 cl o 30 1Fcs6.3e � 71516: 45�t av � < INLET 01" DETAIL 31 SEE SHEET 7 1 16.2 PROP. DRAINAGE ESMT. PER FS�CBv FINAL MAP 31633 \ ESMT: #2 PER ESMT. TABUE) 1 \ 1525.95 11 I l N 6 11514.089a.oe 4 32 TC "G` DETAIL I EET 6bRgINAGE ESMT. q;iNAL MAP. 31633 J'�-(E#2 ,PER ESMT. TABLE _ 2�2 0GA 3 / HP/EL INLET DETAIL 1"=ro• e� ..,/-INLET "J" DETAIL SFr ern... .I PMB 203/ggR 102 28605 LANDSCAPE MAINTENANCE EASEMENT TO BE MAINTAINED BY CFD PER FINAL MAP 31633 (ESMT. /5. PER ESMT. TABLE) LANDSCAPE MAINTENANCE EASEMENT TO BE MAINTAINED BY CFD PER FINAL MAP 31633 (ESMT. #5 PER ESMT. TABLE) - • I, LEGEND CE CENTERLINE RET. RETAINED C&G CURB AND GUTTER R PROPERTY LINE EX EXISTING TC TOP OF CURB PROP PROPOSED O.S. OPEN SPACE R/W RIGHT OF WAY REO, REQUIRED SD STORM DRAIN D.G. DECOMPOSED GRANITE S/W SIDEWALK CFD COMMUNITY FACILITIES ESMT. EASEMENT DISTRICT INV. INVERT 7— PROPOSED SLOPE (2:1 UNLESS OTHERWISE NOTED) EDGE OF EXISTING PAVEMENT EXISTING CONTOUR — — — — PROPOSED RIGHT OF WAY STREET CENTERUNE TRACT BOUNDARY EX. EASEMENT PROP. EASEMENT PROP, OFFSITE EASEMENT —^—^- CUT/RLL TRANSITION UNE PROPOSED WALL (2 BLOCK MIN. ABOVE PROP. FG) CUT SLOPE CFD NOTE: THE WATER QUALITY BASINS WILL BE MAINTAINED BY COUNTY MAINTENANCE CFD ADMINISTERED BY THE TRANSPORTATION DEPARTMENT. CFD ADMINISTRATOR/INSPECTOR SHALL INSPECT BASINS PRIOR & DURING THE INSTALLATION OF SOIL MEDIA COMMUNITY FACILITIES DISTRICT (CFD) COUNTY OF RIVERSIDE ADMINISTRATED BY THE TRANSPORTATION DEPARTMENT CFD NAME: APPROVED BY: DATE: 1"=10' WDID 8 33C377600 -E S BOR 160233 6 • I, LEGEND CE CENTERLINE RET. RETAINED C&G CURB AND GUTTER R PROPERTY LINE EX EXISTING TC TOP OF CURB PROP PROPOSED O.S. OPEN SPACE R/W RIGHT OF WAY REO, REQUIRED SD STORM DRAIN D.G. DECOMPOSED GRANITE S/W SIDEWALK CFD COMMUNITY FACILITIES ESMT. EASEMENT DISTRICT INV. INVERT 7— PROPOSED SLOPE (2:1 UNLESS OTHERWISE NOTED) EDGE OF EXISTING PAVEMENT EXISTING CONTOUR — — — — PROPOSED RIGHT OF WAY STREET CENTERUNE TRACT BOUNDARY EX. EASEMENT PROP. EASEMENT PROP, OFFSITE EASEMENT —^—^- CUT/RLL TRANSITION UNE PROPOSED WALL (2 BLOCK MIN. ABOVE PROP. FG) CUT SLOPE CFD NOTE: THE WATER QUALITY BASINS WILL BE MAINTAINED BY COUNTY MAINTENANCE CFD ADMINISTERED BY THE TRANSPORTATION DEPARTMENT. CFD ADMINISTRATOR/INSPECTOR SHALL INSPECT BASINS PRIOR & DURING THE INSTALLATION OF SOIL MEDIA COMMUNITY FACILITIES DISTRICT (CFD) COUNTY OF RIVERSIDE ADMINISTRATED BY THE TRANSPORTATION DEPARTMENT CFD NAME: APPROVED BY: DATE: 1"=10' WDID 8 33C377600 -E S BOR 160233 RCE ROAD L=525.38' TRACT BOUNDARY 590.18' 1 - 7.9 C STREET 148 .71 `..L 1483.76 14 .87 .IQ < � 148 .6$ TC - 4 - d: 1 8.15 14792 1480. T 1. 4 C _ C m fG _ 474.37 n 1474. + PROP. 8' C&G 4 5. 1 147595. 1477.05 TC,.. 466 i L=58.25' T m C 1 EX. WATER UTIUtt - - ? aol �yb L=48.63' (PROTECT IN 4lACE) 1 4. 1475.51 0 FG FG _ _ 18L=3%:83 54.90, �`1'., m _T _ DS -s 56.02 °�n�° N O E%. WATER UTILITY {Y 15.., a 0.97• 5602' 1 :e 75.89' 2O (PROTECT IN PLACE) 60 55.08' �' i 9 SLOPE SMT TO BE'MA,INT NED \ �. m �r 131' VALLEY WID PARKS AND REC. m 4 r 18 I n /' n lu+ g 1 (ESMT. Al Po ESMT. TABLE) 1 ¢ 15 16 17`, B ® m `I $ 9 C 10 ,11,1 12 13 ® ® ® ¢ <o a.o3' L=sS.a� °� a h., 1.08' 58.00' 0 B `° - - - , sa_oo' .. a e_ L=48.45' 40.29 14 4.97 0 2 4 I n =8.41' = L 5 .02 140 7 _ 1 .9 1 I^- 43.77 L 1123' � = 837 e L=7.45' L=10.52' 56.00' 6.Obr� - _ -1484.9- - 56 - - C 86.19 10 1481.9 p007• 40.99' 45.51',- 56.0_0• - - - - _ 219.37'1 DEMO EX. CONIC, PER �� - - ' r .28 PRO1- P S L_ _ / 3 F/��,� ' I SERARATE PERMIT TYR. _---__. _ - - . 21 v. 20 0 14 ' 1481.51 14 STREET CL TC 469 4N3Kf29'31"W483.79 ^ � p� 1480.22 _ _ _ . .39 1 80.67 N m , TJ2T.03'434 409 93' I _ i i .39 117. I 1�9 7 C 1 C 1 2 1480 96 148. f _ _ TC �r EX. R/W PROP C 1 C .. PRGP $(;N - . - IL=22.68 - _ 50.00' 21.21' I 48 . _ m - - - - L=b9.71' 19.29' -„� 37 ✓ `d .9 WOODCREEKTRAIL c.- -L=59: T z1 c- _ s9oa_ �F �\4 76' 3 1147964 - - 61.71' 59.DOT PROP R/W R=2000.00' A=3'25'48" L= 19.73' T 59\lk 6 TO n PROP SO 1 O$ I 115.58• N 1 O9 mx�Wcr-'°AI' 34.46' m h " N' ` 2.90• . < o S 111 ,� 110 ® Ti -E 1 16• 1B 1 /� I 116 e o 0 113 0 112 0 ® ® 6 28 1�� 38 3 n 105.12' n vi 1 15 1® C -Am ® L=34.32' S . N'' i 115.55' 108.06' (� LEGEND FL CENTERUNE RET. RETAINED C&G CURB AND GUTTER R PROPERTY UNE EX EXISTING TO TOP OF CURB PROP PROPOSED O.S. OPEN SPACE R/W RIGHT OF WAY REO. REQUIRED SO STORM DRAIN D.G. DECOMPOSED GRANITE S/W SIDEWALK CFD COMMUNITY FACILITIES ESMT. EASEMENT DISTRICT INV. INVERT �- PROPOSED SLOPE (2:1 UNLESS OTHERWISE NOTED) - EDGE OF EXISTING PAVEMENT EXISTING CONTOUR - - - - PROPOSED RIGHT OF WAY STREET CENTERUNE TRACT BOUNDARY EX. EASEMENT PROP. EASEMENT PROP. OFFSITE EASEMENT ---- ^- CUT/FILL TRANSITION LINE PROPOSED WALL (2 BLOCK MIN, ABOVE PROP. FG) CUT SLOPE CUT/FILL TRANSITION LINE TABLE _ NOTE: J. o L=17.97 4.73' 6 �fi 71.77' 1 0 732.12 20.35' REFER HN TABLE E PROVIDED IN THE p z e 5 I 1 GEOTECHNICAL INVESRG4TION PREPARED mw ° i' Iw ® .o n to o $9.00' 49.06 R=130000' A=11'43'16' �o BY GEOCON WEST, INC. DATED JUNE 24. m i m - 1 1 7 59.00' 59. 66.03' 17.04' I� n a 1 m a 66.89' 66.03' L 26596' T=1,33.44' I I 2016 FOR LOT CUT/PILI ANALYSES. o < x 111.45' .-� a (� 107.63.. - u 54.77 ir.m 1tel 1-a. 39 oNNn s ® 39 CONSTRUCTION NOTES: 1oe.ol3' 80 PL9 �a� b o I. 75 K) °'< Nom, 1 10 CONSTRUCT CURB DRAIN PER SPPWC STD. 150-3 CASE II INLET a w w r 4 0 K n m m a4 79 L=88.87' ` �- UI y A= 45 o m Im7 r unit J - �2 n (� N ® no 78 e �! X4313 11 CONSTRUCT 3' V -DRAIN PER DETAIL ON SHEET 3 .5 m 76 0 77 f ® 20.87 U Lf o' M' ~ m 1W \ - w r¢ n Z u' m R=300.00' G=12'24'13" ¢O a> n 114.50' O o L=7.44' L-6495' T=32.60' 2.31 e�^50,41 m n n n L=42.97' L a'm '�..a 'e 108,07 - ,� I� ` CFD NOTE: F ao N 7¢ 40.9 0.42' PROP R/W 23.51,=$='08 g10 O. ''^°7 s, 3 0 i 9 L=17.97' 66_00' _ _ 66,00' m 1p J THE WATER QUALITY BASINS WILL BE MAINTAINED BY COUNTY MAINTENANCE CFD ADMINISTERED BY THE n I _ 0 3 m. 46f, - _ _ _ - -. 1 \ _ 1683 TRANSPORTATION DEPARTMENT. CFD NLt `on 1 iF 4 119 pN�' TC l 148228 1463.44 PROP S/W IC 517 �R�T ��- ,T i� -mom S P o' - i _ 1 ADMINISTRATOR/INSPECTOR SHALL INSPECT BASINS C4 aF I & DURING PRIOR THE INSTALLATIONOF vi ®e 13 E SOIL MEDIA - IQ N2514'16"W 253.93'v 12 'm a 3 114.71' "- 484.76 86. 1 PROP. C&� I 97.88' 14 1 55 1 - ��° 1483. 9 SADDLE DRIVE - J '7 ' a 1 ¢1 COMMUNITY FACILITIES DISTRICT (CFD) 0 EX C&G v i TO -- r\ d COUNTY OF RIVERSIDE a PROTECT IN W. Z N� nay - -- 59.00 37.93' L=23.4 -L=47.97°' \-o \ d \�j m ADMINISTRATED BY THE TRANSPORTATION DEPARTMENT r qui o�� k u+ K 0 43.00' 61.00' e'D. \ I. ® IBG o 73 Tc N m X ♦n ��\ '^ L=0.27 CFD NAME: 12O ® �\ < V APPROVED BY: n ,c DATE: 113.96 1 I T v+ 101.12' 106.00' '� ¢2 47tIrZI 106.00' W ( 1 81 loe.os' -14 oa a 105 106 07 Sod L=12.69' 3� $d m nV i1N iol n �. '`' cr Z I' 1O¢ ® ® (� d1Im m 6 \j L=28.47' �� LS 72'- �i of Im11322' K 121 m �_ 1 82�O34.44'2:7 LOPE n. ,m., m a. \ (_- I n_ a 108.05' 68.00' 61.00' 62.88' .59' 1 I i nl 106.29' I I 11444 .SLOPE 1 18' 18' n m 1 \ 1 1 G 1489.50, m 1B 2!1 to ® o o "� I °I` 11 ` I = 0 111 83 G o 5' 122 o m t '. 1 18` 18' 1 a' 29 0 101 a I C 130 107.74' < 1r I. S ' 102.40' +'°"' 108.04 I WD flASIN ' 'a 1O3 102 00', -,.-. a (°MAINTAINED BY COU o� I n 1482. 14 100 113. ��' ,�1 20.84' �.��r GJ IIMAIMENANCE C _ I o < sac oo ooR� u, 'R 3 ® 0 1 5, 8¢ 82' 1485.5 SEE SHEET 9 1' = 0.0' 1 4o zo 0 4o ao 1 o WDID 8 330377600 BGR 160233 LOT 7-18 37-39 75 80-84 101 106 108-112 O.S. 130 MEANDERING S/W 1 vo 108.06 1-.- m I. 106.00' 1�7L= $I a.oa' o I r 105 106 apo m U Z I 104 IN ® N( I a I®S�®q p e I 82 q pa° 1 n O m � 34.44' 2:1 SLOPE ^ m a I 106 I 61.00' 59.00' 62.68' v 108.05 29 .59' ' w 6 - •`X1 Ijl I I I g;taSLOP� I �I ^I m`I a II I 11444; ' 18'1 'I� 16954. w 8' 2 to ® g 71 ' m1 B1•8 5 v' 1�82B .g'P. ®83 5' 122 101 n 102.40" nz3o' 107.34" 4 108.04' 103 102 i 3 Do w, m C 100 - n _ 1 CID® o +- ® 84 n 5.62 14 o 70 I I � $ 123 m L -a , m 0.1 u vl - < 1. L-18.14' S 2 21 n r I� i n 2121' � I mL=4.46' I n I 18 � � " m I44 I .- m I I N25 14 76 W 375.67 v n I ° BASIN DETAIL ¢ i" L I m 21 40 48.54' - 1482.99 p :114.43' SEE SHEEP 14 JN ° \.32 C PROP S/W R=50000' d=8'08'10" EX. STREET E E%. C&G �. - _ _. _ .m. m 477.30 85 - TC'_50 C13 STREET OE--�- 12. C m 11 T OWNoo'IRDL 1483.23 L=71 00' T 11694' N 03�D -o o.ez a7e.05 .� i 78.99 aao. e o EX. B" CURB a az 147 . 14 1 0% m 14 .2' PROP C&G T - - m - C 48 48' �n $ ro _ - T 5 483'.06 d M m -- I 113.00' 1 }aoe' L_ m L'=19.03' I Z; n I w 0 L=45. 4 � m 86 99 EME Y PROP R/W 1469.0 FG ESCAPE 1249oTroM 114.43' III I O.S. � I ' vo _ {,' � I o INLET 130 6�, I uo.fio' I SET 108.02' 0 97 m WQ SI �gInk MAINTAI ED - N 96 m 14 5. li o 87 1 COUNTY NIENANC a "'I 98 3 - -+- c = 3 25 a 68 �I d w SEE Sb PLAN FOR m $ v m I 113.00' m ® vl 58.00' I � I SIN OIfTL�TS � I a 9.33" H ® m d _ �: I =t 1' 111.65 9. .i ,'. n 108.0 38' 6268- 58 26858. Ion `�ZI 88 L6 n 5804' 00 126w 6D4W 8.67 no 114.670 95. d 0e.o1'' 10s.so e.efi' F - 94 a IL_JI-. 93 0Z; ''I _' ool I ® m 60. z UD n 89 Ill 92 127 CID In 66 O a� 91 m m m '•' n eH 4. P < 9.24' _ /W m r d:) 540P@ �. � �� 108.00' '� N 24.84' '33.18' ROP Rndpgm <m III 24.62' 106.81' o N15'14'i6 i l_ge.28• 2:1 m UV ,� "W 109.48' 1 .1 _ L=6.68' 140.44' ® 'o -1C 0. 1a6tsa 13'* 4 '1 - ,t<st x s y. O ITRACT BOUNDARY n n - 128 - PROP 5 74 4848 US�' �RE� T m 90 N./W a6 �L, m n (T ROP L<3 T 4. 6.3 67 M a 35.06' r P 4 68 112.74' agBs' kG aea. CNE ` L�i7.321 65 s9' DID ao R a 5.98' �./ n H L= K _ I-. p EE %' _ 7.2 ' n L=13.76' � RATI � ` - N �I IQ n�5 QN L=4.21' 9.49' C, B. \� , Td8.F ry II DD 129 L`az63• m on n m Ip 64 R=800.00' 4=10'08'33" + 1n IEGEtlQ ¢ CENTERLINE RET. RETAINED C&G CURB AND GUTTER It PROPERTY LINE EX EXISTING TC TOP OF CURB PROP PROPOSED O.S. OPEN SPACE R/W RIGHT OF WAY REG. REQUIRED SO STORM DRAIN D.G. DECOMPOSED GRANITE S/W SIDEWALK CFO COMMUNITY FACILITIES ESMT. EASEMENT DISTRICT INV. INVERT PROPOSED SLOPE SO' 63 135.12' �7- (2:1 UNLESS OTHERWISE NOTED) j EDGE OF EXISTING PAVEMENT - EXISTING CONTOUR - - - PROPOSED RIGHT OF WAY - STREET CENTERLINE 1483. TRACT BOUNDARY _ EX. EASEMENT - - - PROP. EASEMENT 147.61' PROP. OFFSITE EASEMENT ^-_�- R=800.00' d= 8'1721" CUT/FILL TRANSITION UNE PROPOSED WALL a 7p;�z3• ® (2 BLOCK MIN. ABOVE PROP. FG) L=115.74 T=57.97' CUT SLOPE CUT/FILL TRANSITION LINE TABLE LOT 7-18 37-39 75 80-84 103 106 108-112 O.S. 130 NOTE: REFER TO TABLE 1c PROVIDED IN THE GEOTECHNICAL INVESTIGATION PREPARED BY GEOCON WEST, INC. DATED JUNE 24, 2016 FOR LOT CUT/FILL ANALYSES. CFD NOTE: THE WATER QUALITY BASINS WILL BE MAINTAINED BY COUNTY MAINTENANCE CFO ADMINISTERED BY THE TRANSPORTATION DEPARTMENT. CFD ADMINISTRATOR/INSPECTOR SHALL INSPECT BASINS PRIOR & DURING THE INSTALLATION OF SOIL MEDIA. COMMUNITY FACILITIES DISTRICT (CFD) COUNTY OF RIVERSIDE ADMINISTRATED BY THE TRANSPORTATION DEPARTMENT CFD NAME: 1 J vi 50.31' T°+ 123.97 L=141.62' T=70.99' L=13.34' 8.0` I o� m ! �u APPROVED BY. DATE: SO' 63 135.12' j 1483. / 62 _ Ivi 147.61' R=800.00' d= 8'1721" a 7p;�z3• ® 61 L=115.74 T=57.97' 8 OLID 143.44 ' ai 21.60 I I O N o ^' PERMISSION TO GRADE P 60 n 5/ KI AGREEMENT LETTER, 6 5 d 7 0� I DATED: JANUARY 26, 2017 TO: SR CONESTOGA, LLC 2418. 51 59 FROM: SR CON ESTOGA,LLC m 'III' / IMPROVE IMPROVEMENT MENT PLANS 'QN GRADING AND NTS 5 540, I TO CONSTRUCTED 118.94' CONCURRENTLY WITH s W TRACT 31141. 7R4CT BOUND 56.,78' n Z J /� 6sa7 58 a r<ro/ t''al fin 1"= 40' 40 20 0 40 80 120 1 8 33C377600 BGR 160233 LEGEND SEE SHEET 8 SEE SHEET 12 C CENTERLINE RET. PRETAINED ROPERTY \ e $ L y , EX CURB AND GUTTER PROPERTY UNE EX EXISTING TOP OF CURB PROPOSED O. PROP PROPOSED 0.5. OPEN SPACE R/W RIGHT OF WAY REO. REQUIRED o H _+r •-2.90 °1 _ _ - SD STORM DRAIN D.G. DECOMPOSED GRANITE D F� 1 ', 18' 18 1 //// 3 �6 0` ' .�. r 1 S/W SIDEWALK CFD COMMUNITY FACILITIES 38 94 _ ESMT. EASEMENT DISTRICT L=34 e32' 8 5 • i° ° t/`'P�n o = ,. - � INV. INVERT 1507.38 c ° / PROPOSED SLOPE 4.56 1522 55 --•<.;2 4 7 5 L FL I EDG UNLESS OTHERWISE NOTED) '1 LP/FL 153 .39 EDGE OF EXISTING PAVEMENT 71.77 1O 22035' - -L 1558y EXISTING CONTOUR 1 } a v PROP. DRAINAGE ESMT. _. FL _ _ 11 z / PER RNA MAP 31633 CUT/FILL TRANSITION LINE TABLE - PROPOSED RIGHT of WAY 39 \\ (ESI #2 PER �SMT�iABiP} - TRACTRLBO BOUNDARY 80CENTERLINE LANDSCAPE MAINTENANCE EASEMENT 1� - TO BE MAINTAINED BY CFD PER LOT EX. EASEMENT NI� e ® 39.95' INLET "E" DETAIL FINAL MAP 31633 - - - - PROP. EASEMENT 1 $ 1 /SEE SHEET 5 (ESM7.-#5 PER ESMT TABLE) PROP. OFFSITE EASEMENT j� 38-39 -�-� CUT/FILL TRANSITION UNE m.-\ PROPOSED WALL o� 50256 L=88.07 1 �� 143 13% FL 112.56 4L 2 F`7.7.3%. 43 (2 BLOCK MIN. ABOVE PROP. FG) 20.87 rl U` 2 LP/FL CUT SLOPE 1514.93'1 80-88 N37'36'30'W 95.03' IW 1 40 - °�- L 5 7.� 231, s 4+' c ® s�` � FL � 99 CONSTRUCTION NOTES: e 156.34 3971 _ OI CONSTRUCT 6' TERRACE DRAIN PER DETAIL ON SHEET 3 2-\ O CONSTRUCT SPLASH WALL PER TERRACE DRAIN AND INTECEPTOR DRAIN 1fi?3 \ - 1 6' T $ ° ^° 1530.21 ` 2 DETAILS ON SHEET 3 1 a• - �1 �\ FL 4 \ NOTE: O CONSTRUCT 3' DOWN DRAIN PER DETAIL ON SHEET 3 REFER TO TABLE Ic PROVIDED IN THE N'.., 41 'Q`S' S ° © CONSTRUCT 3' INTERCEPTOR DRAIN PER DETAIL ON SHEET 3 {I BY G OCON WEST, NC ADATED PREPARED 24• O CONSTRUCT 12' ACCESS ROAD/TRAIL PER SECTIONS E -E AND F -F ON \ 053207\ � FL 2016FORLOT CUT/FILL ANALYSES. yC � SHEET 3 4 � Ln47.97°. \ � 1'�h �+` i° y \ 2 © CONSTRUCT 18' ACCESS ROAD/TRAIL PER SECTION H -H ON SHEET 3 ICn' \> _ 49".F,Q`" 5" 81.78' \i,. 1553. L=0.2T a0 p� 1 \;- FL O7 CONSTRUCT 20' ACCESS ROAD/TRAIL PER SECTION G -G ON SHEET 3 $ ( ° j\ �4'\� B CONSTRUCT RECTANGULAR CHANNEL PER DETAIL ON SHEET 5 ® ,o PROP Pl* 1525.08' �L• I, O CONSTRUCT CURB DRAIN PER SPPWC SM. 150-3 CASE II INLET m < oJl 42 !'"l=s3.22, �, A = 45' ',1554.84 11 CONSTRUCT 3' V -DRAIN PER DETAIL ON SHEET 3 L=12.89' 06a',. \ m 0�) 502.2 I 'r IT 44 N �,� L=28.47 TC � rc 1 $\`1 \ 22.19' PROP S/ l I{1 a r' 82 ate\ a 1499.47 rS? 1 1`52.47 \ 3444' -e ® \ 1' 150D.30 FL JJYJ�� PROP. INLET PER SPPWC CURB \- \ o •n - 3 ti W 15A 00 R.` TC ( I DRAIN SM. 150-3 CASE 11 INLET =45' " .59' 11444 49219 w N NI- 760AKN116 CSV TC9 .90 h 160.84' 11 . 6' '11551.73 PROP Gb. 1499.18 10 V }.20 'w .� TC _ �. c 549.85 4. r $3 _ \tel m,�� 1A9 - T.. o 15 8: �� FL 'i COQ 1 co 7 a.- Cp9's 45 _� 2 1D 1 1 22.19' INLET °C" DETAIL x.29' i5U7.,2 / I LP/R5 \13.00} o o 20.84' 46 SEE RIGHT .�'.. ll JJ '1 1 CoQ •� 9 00 C� 3 v % 29.16 „i 84'1 O.S. Y v 1 �,,//q" • y-55101 I1 7- HP/FL 114.43" /`.✓�`�., 1 1� 47 �. ry $J e�J ,ao 1 '- I 1 COI Y PER _ a 116.94' N Q¢$� , N vi 1J: SPARATE PERMIT ttP. 15236 V1537<41 vi i �• ` TOP OF SLOPE �c� 5 r� 2 � 12 69 ° ml 0 10 _ rySkM1 - PROPERTY UNE 5 'op 86 1 I a I 4,8 151 1 /-A, /5336 LANDSCPPE MAINTENANCE EASEMENT W,[ 1T y (- 99 1 N, ® 1 „ 1' 1526.47; TO BE MAINTAINED BY CFO PER INLET DETAIL "L; e�� !1 Y485. I i L 114.43' I ao <r'i 154.9x3 II O.S. 134 - .f 3 i Ft. FINAL MAP 31633 L-20.00' o 22.26' N 152021 (ESMT#5 PER ESMT. TABLE) INLET "B DETAIL ° S SEE SHEET 4 1 145.32' 2 115 .42 1 LP/FL/,� l a (d. 3 G 6 11' 1570.7 0 87� - n LP/FL CFD NOTE: Br- ° I n ® _ �• 0.5. 0� 4 THE WATER QUALITY BASINS WILL BE MAINTAINED BY I Iv°4 49 COUNTY MAINTENANCE CFD ADMINISTERED BY THE 1 ` mF �1 RECTANGULAR CHANNEL i 36 TRANSPORTATION DEPARTMENT. CFD ! Ie ,13.00' _ I "B" DETAIL SEE STREET 6 E t' \/ ADMINISTRATOR/INSPECTOR I' "I 1 1 ADMINISTRATORE SHALL INSPECT BASINS PRIOR 8 DURING THE INSTALLATION OF SOIL MEDIA. I 151467 F R=1200A0' A=38'06'03' '• FL a\ om COMMUNITY FACILITIES DISTRICT (CFD) o88q L-797.98' T-414.38' n P JI >i o50 COUNTY OF RIVERSIDE Q, N ADMINISTRATED BY THE TRANSPORTATION DEPARTMENT 04' 1 �1, 1.526.13 4{1 670$365, 14.67' �I( YI R CFD NAME: 1 co � APPROVED BY: a \CI HIT_ DATE: OI'mi t�- 156.35' IF 113 1.=40' 40 D 40 80 120 WDID 8 33C377600 BGR 160233 I I m $ 47 85 n oEMo Ex. GONCREttPPER n ® iO SEPARATE PERMIT N ~ aU d � 152.36' P16'', .. e B 2B iN e i i o 55 0 m l0 86 �a N 48 15 1 d i N Ni ® � au 54.93' 154.93' g - 11443'I 0.5� 134 L=20.00' o I - 22 26'J INLET'BwDETAIL(. y SEE SHEET 4 o m 3 14532' 2 15 o 87 will l a� o �y j( 49 1 113.00' RE4TASE CHANNEL E ° I i B DETAILAIL SEE SHEET 6 R=1200,00 A=38406'03' a 100 881 $ W L=79798 -413.38' t° o I,I >I o so06 r ° I C3 ® u 67.0578.' 114.67' C7 I o N� TA -r ..156.35' m 4 i �� 5 ✓ c 153741 ^ L 2 1526FL % LANDSCAPE MAINTENANCE EASEMENT FL TO BE MAINTAINED BY CFD PER FINAL MAP 31633 IT (ESMT. #'5 PER ESMT. TABLE) o s 136 �'� 1514.62 c FL m NI I� s 89 N N t o ® 1 1 w= h 51 ¢Im II' �®Lo aF ^ ry 119.24 00_ '. I v 184.95' w m m I I to nti to h 90 �R atm n 52 I w nl a� J �) L_3732, a i n • is - .- n I 7SO,B I' 1. 11 jo c 49091 h: 53 T ST 11 AOC ��a u hL, m $ 1490.49 _r -�- $6.76' _U'' } N 21.60' A50; I p' 57 I 54 ^ 151. B8' 'p i 1510.04//%1 55 58 ® a?T Usti / 148.96. 0 2.41, 5OD' l l q1 H p 56 n' nl GRADING AND ,^ U,. n ,INLET "A' DETAIL r IMPROVEMENTS SEE SHEET 5 TO BE CONSTRUCTED CONCURRENTLY WITH _ TRACT 31141. O.S. 135' TRACT 31141 Sp PL4NP4/811g. 1 0 IMPROVEMENT S PERMISSION TO GRADE W (� AGREEMENT LETTER Y DATED: JANUARY 26, 2017 j"" TO: SR CONESTOGA, LLC FROM: SR CONESTOGA, LLC N CHANNEL SEE SHEET 6 1526.1. 1'I. 1 ppqq I I °1:14 515.56 L 1534140 V.. V,. h t 1d, I 15 9e6A 1547 06 HP/FL V' FL 1543.74 (I I rL ty a 1551,50 D -1I �! FL 558.72 p/ . I � ( I 1 I A � 2 7554.96 p i 546,34 L /1L38.Z8: I 1525 54 FL `. y LANDSCAPE MAINTENANCE EASEMENT i.7+.TO BE MAINTAINED BY CFD. PER FINAL MAP 31633 (ESMT. #5 PER ESMT. TABLE) 553.66 /HP/FL 7 g7 6 LP/ FL I i a /� �� 552.20 HP/FL �TRACT'BOUNDARY 1" = 40' LANDSCAPE MAINTENANCE EASEMENT TO BE MAINTAINED BY CFO 40 z0 0 40 BO 120 PER FINAL MAP 31141 LEGEND q CENTERUNE RET. RETAINED C&G CURB AND GUTTER R PROPERTY UNE EX EXISTING TC TOP OF CURB PROP PROPOSED O.S. OPEN SPACE R/W RIGHT OF WAY REO. REQUIRED SO STORM DRAIN D.G. DECOMPOSED GRANITE S/W SIDEWALK CFD COMMUNITY FACILRIES ESMT, EASEMENT DISTRICT INV. INVERT PROPOSED SLOPE (2:1 UNLESS OTHERWISE NOTED) EDGE OF EXISTING PAVEMENT - EXISTING CONTOUR — - - PROPOSED RIGHT OF WAY - STREET CENTERLINE TRACT BOUNDARY EX EASEMENT — — — — PROP EASEMENT PROP OFFSITE EASEMENT —^—�—^—^- CUT/RLL TRANSMON LINE PROPOSED WALL (2 BLOCK MIN. ABOVE PROP. FG) CUT SLOPE CONSTRUCTION NOTES: Ot CONSTRUCT 6' TERRACE DRAIN PER DETAIL ON SHEET 3 O DETAI CONSTRUCT SHEEP 3WALL PER TERRACE DRAIN AND INTECEPTOR DRAIN Q3 CONSTRUCT 3' DOWN DRAIN PER DETAIL ON SHEET 3 © CONSTRUCT 3' INTERCEPTOR DRAIN PER DETAIL ON SHEET 3 O CONSTRUCT 12' ACCESS ROAD/TRAIL PER SECTIONS E -E AND F -F ON SHEET O7 CONSTRUCT 20' ACCESS ROAD/TRAIL PER SECTION G -G ON SHEET 3 O8 CONSTRUCT RECTANGULAR CHANNEL PER DETAIL ON SHEET 5 O9 CONSTRUCT DOUBLE RECTANGULAR CHANNEL PER DETAIL ON SHEET 5 CUT/FILL TRANSITION LINE TABLE LOT 57-58 55-90 99 O.S. 136 NOTE: REFER TO TABLE is PROVIDED IN THE GEOTECHNICAL INVESTIGATION PREPARED BY GEOCON WEST, INC. DATED JUNE 24, 2016 FOR LOT CUT/RLL ANALYSES. CFD NOTE: THE WATER QUALITY BASINS WILL BE MAINTAINED BY COUNTY MAINTENANCE CFD ADMINISTERED BY THE TRANSPORTATION DEPARTMENT. CFD ADMINISTRATORANSPECTOR SHALL INSPECT BASINS PRIOR & DURING THE INSTALLATION OF SOIL MEDIA COMMUNITY FACIUTIES DISTRICT (CFO) COUNTY OF RIVERSIDE ADMINISTRATED BY THE TRANSPORTATION DEPARTMENT CFO NAME: APPROVED BY: DATE: WDID 8 33C377600 BGR 160233 \\\\ \ �rti� —1 � \C'I�IiH 464ft'r0.S Ir LEGEND C! CENTERLINE RET. RETAINED C&G CURB AND GUTTER R PROPERTY LINE EX EXISTING TC TOP OF CURB PROP PROPOSED O.S. OPEN SPACE R/W RIGHT OF WAY REO. REQUIRED SO STORM DRAIN D.C. DECOMPOSED GRANITE S/W SIDEWALK CFD COMMUNITY FACILITIES ESMT. EASEMENT DISTRICT INV. INVERT SHEET 3 PROPOSED SLOPE �7— SHEET 5 (2:1 UNLESS OTHERWISE NOTED) CONSTRUCT CURB DRAIN PER SPPWC STD. 150-3 CASE II INLET EDGE OF EXISTING PAVEMENT 1 i EXISTING CONTOUR — PROPOSED RIGHT OF WAY STREET CENTERUNE TRACT BOUNDARY EX. EASEMENT PROP. EASEMENT PROP. OFFSITE EASEMENT —^—^—^- CUT/FILL TRANSITION LINE PROPOSED WALL (2 BLOCK MIN. ABOVE PROP. FG) CUT SLOPE CONSTRUCTION NOTES: O1 CONSTRUCT 6' TERRACE DRAIN PER DETAIL ON SHEET 3 OCONSTRUCT SPLASH WALL PER TERRACE DRAIN AND INTECEPTOR DRAIN DETAILS ON SHEET 3 O CONSTRUCT 3' DOWN DRAIN PER DETAIL ON SHEET 3 ® CONSTRUCT 3' INTERCEPTOR DRAIN PER DETAIL ON SHEET 3 OCONSTRUCT 12' ACCESS ROAD/TRAIL PER SECTIONS E—E AND F—F ON SHEET 3 ©CONSTRUCT 18' ACCESS ROAD/TRAIL PER SECTION H—H ON SHEET 3 O8 CONSTRUCT RECTANGULAR CHANNEL PER DETAIL ON SHEET 5 iD CONSTRUCT CURB DRAIN PER SPPWC STD. 150-3 CASE II INLET A= 45' 1 i CONSTRUCT 3' V—GRAIN PER DETAIL ON SHEET 3 CUT/FILL TRANSITION LINE TABLE LOT 25-30 36 44 O.S. 136 NOTE: REFER TO TABLE 1c PROVIDED IN THE GEOTECHNICAL INVESTIGATION PREPARED BY GEOCON WEST, INC. DATED JUNE 24, 2016 FOR LOT CUT/FILL ANALYSES. CFD NOTE: THE WATER QUALITY BASINS WILL BE MAINTAINED BY COUNTY MAINTENANCE CFD ADMINISTERED BY THE TRANSPORTATION DEPARTMENT. CFO ADMINISTRATOR/INSPECTOR SHALL INSPECT BASINS PRIOR & DURING THE INSTALLATION OF SOIL MEDIA. COMMUNITY FACILITIES DISTRICT (CFD) COUNTY OF RIVERSIDE ADMINISTRATED BY THE TRANSPORTATION DEPARTMENT CFD NAME: APPROVED BY: DATE: WDID 8 33C3776O0 BGR 160233 DAYLIGHT TO EX. Ex. -ROUND 1 ` \ PERMISSION TOGRADE AGREEMENT LETTER. \ DATED: JANUARY 26,'2017 N TO: SR CONESTOGA. LLC FROM: SR CONESTOGA, LLC PROP. EARTH CHANNEL TO CAPTURE OFFSITE RUNOFF AND PROTECT RICE ROAD. MATCH EX. GRADE (1466.09 - - (1466.01) _ G - 1470 F EX.481, DOUBLE RCP EX. B" CURB & Gur,ER_ - - - - -N D 01� N I G 0 N I PARKWAY (PROTECT IN PLACE) (PROTECT IN PUCE) EE ABOVE RIGHT 76 ,I? r PERMISSION TO GRADE i hr Z / rte\ ` AGREEMENT 26, 2017 DATED: JANUARY 26, \ c 6' m /- EX. DRAINAGE. EASEMENT TO 'SR CCONESTOG LLC { t0 BE VACATED FROM: SR CONESTOGA, LLC m ENLARGEMENT DETAIL SEE RIGHT Q APN 461-220-019 PROP. EARTH FEST EL PROP. DRAINAGE EASEMENT 3 FINAL MAP TO CAPTURE OFFSITE ,< PER 3163 PROTECT 4( /J RUNOFF FF AND � I (ESMT. S2 PER ESAIT. TABLE) 19 � �� - RICE ROAD- , ' `a c sd _ � 147.16 - - \2.�'�s 1469.18 .. - �.._ FG/GB 147 6- - -- ROAD FG/GB - C f � 0 A RCE 1 PERI 1 \ - - FG/GB RNST 017-0317972' 1 _. PROP. 24" SO I REP. 8/3/17 1474.79 FG PROP. 10" SO I -. 590.16" EX. DRAINAGE EASEMENT TPACT BOUNDARY 1',T �TO BE VACTAED N � RICE ROAD -Ex, RICE ROAD SECTION L -L SECTION M -M 1"=10' ,'=10' COMMUNITY FACILITIES DISTRICT (CFD) COUNTY OF RIVERSIDE CFD NOTE: ADMINISTRATED BY THE TRANSPORTATION DEPARTMENT THE WATER QUALITY BASINS WILL BE MAINTAINED BY CFD NAME. COUNTY MAINTENANCE CFD ADMINISTERED BY THE TRANSPORTATION DEPARTMENT. CFD APPROVED BY: ADMINISTRATOR/INSPECTOR SHALL INSPECT BASINS �1 DATE: PRIOR & DURING THE INSTALLATION OF SOIL MEDIA. DOMENIGONI PARKWAY q 12', y LR j e APN 461-220-019 ENLARGEMENT Dc AIL SEE BELOW \R EX. DRAINAGE EASEMENT r IF EX. BE VACTAED —. u 2.1 SLOPE _ ' � F.%. R/W - J- �` \ j r -- G .95 mac, PROP. SO S,REET 2r m PROP. L=525.36 (n 1 N _ ) 9 W 4ffuzu 0 40 80 120 3 �'+ 5' " CURB EX, 6" CURB TO EX. DAYLIGHT R(]II 'z 8eAND GUTTER 2% I EX. Glun LK SECTION N -N , "=10' EX. R/W PROP. MEANDERING ti, - --- _ -- `EX. B" CURB & GUTTER s -EX. CURB & GUTTER WE] ib - _- - 'A LEGFMQ M F. CENTERLINE RET. RETAINED C&G CURB AND GUTTER Q PROPERTY UNE EX EXISTING TC TOP OF CURB PROP PROPOSED O.S. OPEN SPACE R/W RIGHT OF WAY REO. REQUIRED SO STORM DRAIN D.G. DECOMPOSED GRANITE S/W SIDEWALK CFD COMMUNITY FACILITIES ESMT. EASEMENT DISTRICT INV. INVERT �- PROPOSED SLOPE (2:1 UNLESS OTHERWISE NOTED) EDGE OF EXISTING PAVEMENT EXISTING CONTOUR — - - — PROPOSED RIGHT OF WAY STREET CENTERUNE TRACT BOUNDARY EX. EASEMENT PROP. EASEMENT PROP. OFFSITE EASEMENT -—�- CUT/FILL TRANSITION UNE PROPOSED WALL (2 BLOCK MIN. ABOVE PROP. FG) \ CUT SLOPE SOP OF SVOPR�I . ryy�q\ G �o OROUND 7 UNGROUTED RT�A7g77• / RIP RAP PLO i9t'5 p 3 \ 5 MIN. VOZ \ A7\ FSS' P? DRN3\6}3 SPB \pl \PROP \6 RCP 24 PR�p C RC \ .S \ ENLARGEMENT DETAIL 1"=10' WDID 8 33C377600 BGR 160233 DOMEN GONI PARKWAY LEGEND (L CENTERLINE RET. RETAINED IX. SO UNE `P' PER EX G EXISTING CURB D GUTTER TO TOPPOOF CURBS NEWPORT ROAD STREET PROP PROPOSED 0.5. OPEN SPACE IMPROVEMENT PIANS UGERDRAIN SYSTEM R/W RIGHT OF WAY REQ. REQUIRED PERFORATED (ASTM C-700) 6" PVC (ASTM SO STORM DRAIN D.G. DECOMPOSED GRANITE UNDERDRAJN(1472.69) _ D-2664), SCH 40 PIPE AND FrmNGS, (1471.77) S/W SIDEWALK CFD COMMUNITY FACIUTIES EX. 8 TO - PERFORATED SYSTEM - (1470.59) PERFORATEDUNDERDRAIN SYSTEM FEEDER PIPES AT 5.0' O.C. - EX. 8" 7C\_ _ ESMT. EASEMENT DISTRICT PERFORATED (ASTM C-700) 6" PJC (ASTM PERFORATED _ PERFORATED (AttM C-700) 6` PJC (ASTM - CLEANOUTS AT THE END OF EACH FEEDER,-"_ INV. INVERT D-2864), SCH 40 PIPE AND FITTINGS, D-2664), SON 40 PIPE AND FITTINGS, - AT THE CONNECTION WITH THE COLLECTOR FEEDER PIPES AT 5.0' O.C. FEEDER PIPES AT 5.0' D.C. i plpE �� PROPOSED SLOPE SE NOTED) CLEANOUR AT THE END OF EACH FEEDER, CLEANOUTS AT THE END OF EACH FEEDER, `^' "°" - ( EDGE UOF EXISTING PAVEMENTNLESS ATAT THE CONNECTION WITH THE COLLECTOR EMERGENCt• AT THE CONNECTION WITH THE COLLECTOR PROP. R/W __ _ - - EXISTING CONTOUR -PIPE - _. <> . - - - - - _ ESCAPE_ - - - - - -. PROPOSED RIGHT OF WAY - - - - - -- - - n o TR STREETBOUNDARY EEt � YU _ _ PIPE. ¢ NE ENT -- L32_ <31 47090 , - L30 0 4:1 SLOPE - L28- 63' -55. 50' - 54' `� 1 .50 m - - - - - PROP. EASEMENT PROP. OFTSITE L10 - �: 48 . L7 -4 6.10 LES -_ - c -----•--- CUT FILL TRANSITION LINE ENT G L12 L111465,90 1 62 m -I INV. HP - _ _ nm L13 - - INV./HP - _ PROPOSED WALL UNDERORAIN SYSTEM 4 L14 - - - - INV. HP- - - - „INV./HP i ESQ ./HP UNDERDRAIN SYSTEIA� _ (Z BLOCK MIN. ABOVE PROP. ) - _ NONPERFORATED --6' PJC- - - FG - 10'- - i °! - PERFORATED 6 P/C __ _ _ _ _ LS NON _ - - D-2664), SCH 40 PIPEAND- "- (ASTM D-2664), SCH 40 PIPE AND _ -- 7 _ - _ _ _ - - --- _ _ - - -- - _ - NGS, CENTRALSCH 40 PIP PIPE CUT SLOPE FG FITTINGS, CENTRAL COLLECTOR PIPE- w -- - - - - - SEE DETAIL "A" - _ _ - - _ - - _ _ 14 ON SHEET 14 FPROP.PER DR Nom_ _ 130 O:S. _ 69.5 FG BOTTOM n NOTE: MAP 31633 - SEE SD PLANS FOR WO BASIN 4 1 1 SEE SD. FOR BASINS SHALL BE GRADED PER THIS PLAN. a 5 / -(ESMT. #2 PER - BASIN OUTLETS 14690 FG BOTTOM = - - /� BASIN UTLEIS � ° + % TRACT 31633 pAND MDRAIN RELATED r3 m C� ESMT TABLE) SLOPE MAINTAINED BY VALLEY E - _ / - - LOT 1 m STRUCTURES WITHIN �THE BASINS SHALL BE TRACT 3IT41 - - -- ,0 _ WATER QUALITY MAINTAINED BY CO -� _ p '^ CONSTRUCTED PER TR 31633 STREET AND LOT 1 - - Lib 14 00 _ MAINTENANCE CFD o N r o rro ELEV=1479.2 STORM D ELEV=1478.3 / _ _ _ SD MAINTAINED BY RN. CO. _ i> / - *-- 147 .67 $ o _ CHECK DAM I I g' BENCH _ I � RAIN PLANS (IP 160031). ge �y .�e_ 14 ! y CFD NOTE: l24 LIg L18 119 1 . 7 L22 -1+- L3 - 0 -^/ `-+ THE WATER OUALRY BASINS WILL BE MAINTAINED BY UNDERDRAIN-'SYSTEM COUNTY MAINTENANCE CFD ADMINISTERED BY THE ACCESS RAMPI • ' e NONPERFORATED 6" PVC INV. lP 65.0 ♦ "-" TRANSPORTATION DEPARIMENT. CFD 30 D.G. ASTM D 2664), SCH 40 PIPE AND VYE�TO INV. CONNECTION INV./LP 14,jy�1 o uL I ( CEMBNI MORTAR SEAL INV. TO INV. CONN ION o I 4:1 SLOPE ADMINISTRATOR/INSPECTOR SHALL INSPECT BASINS /' / FITTINGS, CENTRAL COLLECTOR PIPE // CEMENT MORTAR EAL ' PROP. DRAINAGE ESMT. PER PRIOR h DURING THE INSTALLATION OF SOIL MEDIA. UNE 'WQ-6" m UNE TAT 3-Q" _ FINAL MAP 31633 PER TR 31633 Z (PROP. DRNNAG , PER UNE "WQ- ' COMMUNITY FACILITIES DISTRICT (CFD) PER 7R 31633 PER TR 3 33 i (ESMT. {�2 PER ESMT. TABLE) a TRACT BOUNDARY F4 6' 76.63 1476.80 ON PANS (-SITE SoI Fl MAP 31 3 / � PSS ON -S PLANS MT. 2 ESMT. T ON-SffE SD 1 7 . `� COUNTY OF RIVERSIDE L36 / 57.00' ADMINISTRATED BY THE TRANSPORTATION DEPARTMENT - _. .✓ -- - - - - CFD NAME: ' - APPROVED BY: DATE: - 76.2 - UNE 'LAT 3-P" _ _ r _ .. .. _. _ UNE `WQ-7-A' ~UE 'WO -7-A-1' UNE `LAT 3-E - _ _ _ UNE YfQ-6-A" APER TR 31633 ! PER TR 31633 PER TR 31833 PER TR' 31833 PER TR 3163) ON_$RE SO / ON-SITE SD ON-SITE SD ON-SITE SD - 32 PIANS SD 33 PIANS / - 34 PLANS - PLANS__ 35 - PIAN$,. + \_-- -r - _ - _ - -. - fV )4L=5.29' � � r', 1"=20' ry WATER QUALITY BASIN 4 DETAIL 20 1 20 40 601 SEE SHEET 9 1"=20' S BASW SPILLWAY 6` THICK X 25' HIGH BASIN 4 LINE AND CURVE TABLE UE //CURVE # LENGTH RADIUS BEARING/DELTA C1 33.05 29.13 85'01'08" C2 48.50 35.13 79'05'19' C3 41.12 35.00 6718'32" L1 31.65 S66'41'12'W L2 20.08 �` S65.41'17'W L3 73.09 S64'40'34'W L5 17.97 BASIN BOTi01A N65'59'40"E L6 72.52 N6731'23"E L7 40.73 �. N66'51'590E LS 27.71 N6749'220E L9 71.20 N6557'53`E L10 31.42 N63715'060E L11 36.22 ENGINEERED SOILH N65'13'02`E L12 16.41 N61456'OrE L13 40.17 N64'01'07"E L14 35.59 N62'56'58"E L17 11.79 58519'34"4 LIB 25.97 S65'32'321V L19 67.54 S6C41'351V L20 17.52 S65'2339'W BASIN 4 LINE AND CURVE TABLE UNE //CURVE N LENGTH RADIUS BEARING/DELTA L21 18.98 d S66'14'15'W L22 35.71 566047'55"4 L23 55.82 N51638'15"E L24 38.22 N5137'57E L25 429.60 �` N65!45'20"E L26 13.11 N38'46'07V L27 56.10 BASIN BOTi01A N30012'531V L28 30.26 S6500'24"W L28 26.38 �. N2941'06'W L29 8.22 N24659'34'W L30 215.93 S6557'42"W L31 80.74 S6557'42"W L32 93.34 ENGINEERED SOILH 56508'45Y1 L33 1.31 56508'S5Yl L34 88.58 520'03'19"E L35 14.67 511'D3'J4"E L36 13.52 N6545'20"E 2:1 TYP. 1'N 0 TW CUTOFF WALL TIN 2" GRAVEL PAD 2' 2' 1' 2' S !iip 4:1 FOREBAY d W/I4 O /8" E.W. FOREBAY BASIBOTTOM N BASIN BOTTOM �` BASIN BOTi01A 0.5' �. 1. ��_ iO ENGINEERED SOIL �j / ;a� ENGINEERED SOILH w 44 0 12' ON CEN�' J ' THICK CONCRETE a' THICK corvcRETE 0.5% SLOPE -/0.5% W/ 10%10X6 WHIM 6` THICK X 2.5' HIGHW/ 10X10%8 WWM 25' SLOPE CUTOFF WALL 2W % 1.5'H GRAVEL PACK 5$6" PERFORATED PVC TTP. W/04 0 18' E.W. SECTION P -P F SOIL COMPACTION ZONE GROUTED 30 TO 6" ROCK 2'W X 1.VH GRAVEL PACK 7.5" WIDE GEOTEXTILE (BACKING p3 RIP -RAP) NTS MIRAFI 1BON SECTION 0-0 NTS 4'X3' CONCRETE CHECK DAM DETAIL 1-1 100-YRWs DROP INLET NTS 1470 9 TG=1469.50 PROP. ^� 9' MIN. SURFACE Vbrnp WS BASIN BOTTOM VATw ELLV=1469.00 TW 1469.5-'��^%• FOREBAY 8" WINGWALL BASIN BOTTO TW, FOREBAY e - I 1 m 18" w i T SD 1465.4 T > z y NV THICK CONCRETE PER P 8" 2W X 1.5'H CPAVEL PACK W/ IOXIOX6 WWM �'I I'� 6" NONPERFORATED PVC 6` THICK X 2.5' HIGH UNDERDRAIN PIPE (SCH 40 PIPE CUTOFF WALL AND FITTINGS 0.5% MIN.) 01 IT] W/A4 O 18" E.W. SECTION O -D DETAIL "A" NTS BASIN 4 BIO RETENTION BASIN OUTLET SCHEMATIC NTS WDID 8 33C377600 BGR 160233 D O M E N G O N PAR KWAY FcwD q CENTERLINE RET. RETAINED IX. SD UNE "P' PER EX G EXISTING CURB D GUTTER It C TOPPOOF CURBS NEWPORT ROAD STREET PROP PROPOSED O.S. OPEN SPACE IMPROVEMENT PLANS UNDERDRAIN SYSTEM R/W RIGHT OF WAY REO. REQUIRED PERFORATED (ASTM C-700) 6" PVC (ASTM SD STORM DRAIN D.G. DECOMPOSED GRANITE UNDERDRAIN SYSTEM D-2664), SCH 40 PIPE AND FITTINGS, S/W SIDEWALK CFD COMMUNITY FACILITIES UNDERDRAIN SYSTEM FEEDER PIPES AT 5.0' O.C. ESMT. EASEMENT DISTRICT - PERFORATED (ASTM C-700) 6" PVC (ASTM _ PERFORATED (ASTM C -7D0) 6" PJC (ASTM CLFINOUTS AT THE ENO OF EACH FEEDER. -- -- - - _- - - INV. INVERT D-2664), SCH 40 PIPE AND FU'TINGS, - - - -- D-2664), SCH 40 PIPE AND FTETINGS. PROPOSED SLOPE FEEDER PIPES AT 5.0' O.C. AT THE CONNECTION WITH THE COLLECTOR FEEDER PIPES AT 5.0' O.C. - PIPE 2:1 UNLESS OTHERWISE NOTED AT THE CO N THE END OF EACH FEEDER. •" 'v " ( ) - _ CLEANOUIS AT THE END OF EACH FEEDER. EDGE OF EXISTING PAVEMENT AT THE CONNECTION WITH THE COLLECTORCONNECT THE COLLECTOR - _ PIPE. <. - _ - - n -n- - ESGAP '- n _ _ ON = - R - - - _ - __ _ _ _ _ _ _ EXISTING CONTOUR RIGHTROF WAY EMERGENCY AT THE PROP. R 9 - ^Fi �.�n_ _ - _ _ _ _ _ _ _ _ _ 57. - - - STREETEERU E gPIPE. � o - . EASEMENT o _ - - 5� � TRACT BOUNDARY _ 4 _' gg q 00 - o _ _ -- 55' 50' _-_N - - N - _ 64• 4:1 SLOPE 59, - u� _ _ y - _ - - PPRROP. EASEMENT 63' -- 63' - - - - -- _ PROP. OFFSITE EASEMENT - _- ---^ CUT/FILL TRANSITION UNE - - - -- - - -- -�_ PROPOSED WALL UNDERDRAIN - N SYSTEM _ _ _ - (2 BLOCK MIN. ABOVE PROP. FG) UNDERDRAIN SYSTEM - - p - o NONPERFORATED 6" PVC - - NONPERFORATED- 6'. PVC - - - _ _ -_To' - _ -- Y - _ _ i .� °=. -- - - ro - D-2864), SC PIPE AND (ASTM D-2664), SCH 40 PIPE AND ��. - ��- - �^ _ - NGS, CENTRAL COLLECTOR CTOR PIPE - ' - TCUT SLOPEI - - - -- FITTINGS,-CENTRAL-COLLECTOR PIPE- _ -- __ SEE DETAIL 'A• ON SHEET 14 �PROP.PDR IN 130-05 -- - FG BO _ 1469.5 BOTTOM I C7 — — - NOTE - _ MAP 31633 SEE SO PLANS FOR WD BASIN 4 _ SEE SO PIANS FOR (ESMT. #2 PER BASIN OUTLETS 1469.0 FG BOTTOM -�� BASIN C UTLETS ? / TRACT 31633 BASINS SHALL BE GRADED PER THIS PLAN. SLOPE MAINTAINED BY VALLEY WI E _ mSTORM AND DRAIN RELATED -- —TRACT 3T1'4) — — — — _ _ ^� / I / ESMT. TABLE) / WATER QUALITY MAINTAINED BY CO NIY _ - (g&� ELEV,O 1479.2 STRUCTURES WITHIN THEMBASINS SHALL BE MAILOT 1 I� _ — — — SD MAINTAINED CBYCFD RIV CO. - _ — c> " r — '7 CONSTRUCTED PER TR 31633 STREET AND ELEV.-1478.3, _ _ _ — /I STORM DRAIN PIANS (IP 160031). F \I� CHECK DAM / I \ 5 BENCN ` 3 L — �J� CFD NOTE: UNDERDRAIN SYSTEMTHE WATER QUALITY BASINS WILL BE MAINTAINED BY ACCESS RAMP A • \ NONPERFORATED 6' PVC COUNTY MAINTENANCE CFD ADMINISTERED BY THE D.G. _ _ I \ (pSTM D 2864), SCH 40 PIPE AND7 a e� - - I \ 4:1 SLAPS TRANSPORTATION DEPARTMENT. CFD I �FITTINGS, CENTRAL COLLECTOR PIP PROP. DRAINAGE ESMT. PER ADMINISTRATOR/INSPECTOR SHALL INSPECT BASINS UNE ^31633 IPROP DFAIk4G E PER UNE "LAT 3-Q" UNE 'WO -7" FINAL MAP 31633 PRIOR & DURING THE INSTALLATION OF SOIL MEDIA. PER TR 316331 PER - 31633 PER TR J 33 / (ESMT. /2 PER ESMT. TABLE) TRACT BOUNDARY ON-SITE SO I Fl - MAP 31 ON-STIE SD \ PIANS (fSMT �2 R MT TAB ON SO / - / I COMMUNITY FACILITIES DISTRICT (CFD) S I - PLANS P COUNTY OF RIVERSIDE 57.00' ADMINISTRATED BY THE TRANSPORTATION DEPARTMENT CFD NAME: APPROVED BY: Aur •i er t_r•... _-~; - PER TR 31633• / -/ `_- _ ._ - _._ _ - UNE YlO-6-A" \ - LINE ^WO -7-A\ DUNE "NO -7-A-1" DATE: Un-�iPUNS � I I I I I I I I I ----------� - I I � I I � I I I I b I I I INLET TO BE CONSTRUCTED PER TRACT 31633 SO PLANS SHEET 25 I- = 5' 5 1 0 \ I PER TR 31633 ON—SITE SD / / PER TR 31633 PER TR 31633 ON -32 PLANS 33 SD — \ \ 33 PLANS / _ — _ _ 34 — /// PUNS SD ^\"-- PLANS__ ON—SrrE SO �5 _ _ + — — / \N WATER QUALITY BASIN 4 DETAIL \ \ 20 10 0 20 40 60 �a SEE SHEET 9 \ \ �/ t -------------------- ------ --------------� 2' 19.89' 2' i 2 19.90' 2' I I I I V HIGH WALL 146 .50 1 1 .0 1 9.00 I I 46.50 � N I N NI 1469.50 1469.50 4' NOTCH I > 1' HIGH WALL 40 NOTCHY q6g pp '�42 NOTCH ,pll 4" NOTCH I I m 469.00 G FG . m I 1469,50 1469.50 1TW 9. I I 47 a� G fG 7470.00 FG/TW I I I � I I I FG147�0W5o1 147 14 50 FG L— — — — — — — — — — — — — — — — — OUTLET TO BE CONSTRUCTED PER TRACT 31633 SD PUNS SHEET 25 L _ - - - - - - - - - - - - - - J 1" = 5 OUTLET TO BE CONSTRUCTED PER TRACT 31633 SO PIANS SHEET 25 1" = 5' 0 5 2.5 0 _ 10 20 WDID 8 33C377600 BGR 160233 IXIM MREHGM FILTER FABRIC NEEDED %KNOUT WRE MESH SUPPOW -� SIEFLOR %000 POST j �- '10 RAM IPICW NIM OR 8W%8YM �W1PWIf M°Au sMMPGD Fax PCIBIM6 M, PoNMNG M_ FM,EP ISM PCIaCN ISM Fly MA% SIpE POST FUND L_ RUNOFF T t�y,S 12. MIN. I$ IIMM flECIfFI L GRAVEL STANDARD DETAIL LL ALTERNATE DETAIL TRENCH RESIN! NATIVE EEWILL TREAK 1 K1RI DMVEL NOTE 1 INSKCf NA PFPAR iFNCE MER EAq, STORM EMllf MIO MMOIE SmIYEM W51EN 2 REMOVED T. M AREA GAMER WNL BE DEPOSITEDINIT To IM AREA THAT E AN ICA Ca1AIRM n"IN�D PERMANENTLY Y SILT FENCE 3 3. SILT FFHE SI BE NAMED ON SURE CONTOURS TO WYWGE READING EFFTpEH4Y. EROSION CONTROL DETAIL "A" CONSTRUCTION STANDARDS AND SPECIFICATIONS: 1. THE HEIGHT OF A SILT FENCE SHALL NOT EXCEED 36 INCHES. STORAGE HEIGHT SHALL NEVER EXCEED 18 INCHES. 2. THE FENCE UNE SHALL FOLLOW THE CONTOUR AS CLOSELY AS POSSIBLE. 3. IF POSSIBLE, THE FILTER FABRIC SHALL BE CUT FROM A CONTINUOUS ROLL TO AVOID THE USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED ONLY AT A SUPPORT POST, WITH A MINIMUM 6 -INCH OVERLAP AND BOTH ENDS SECURELY FASTENED TO THE POST. 4. POSTS SHALL BE SPACED A MAXIMUM OF 10 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 12 INCHES). WHEN EXTRA STRENGTH FABRIC IS USED WITHOUT THE WIRE SUPPORT FENCE, POST SPACING SHALL NOT EXCEED 6 FEET. 5. TURN THE ENDS OF THE FENCE UPHILL. B. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 4 INCHES WIDE AND 6 INCHES DEEP ALONG THE LINE OF POSTS AND UP SLOPE FROM THE HARRIER. 7. WHEN STANDARD -STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UP SLOPE SIDE OF THE POSTS USING HEAVY DUTY WIRE STAPLES AT LEAST 1 INCH LONG, TIE WIRES OR HOG RINGS, THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 2 INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE 8. THE STANDARD -STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 6 INCHES OF THE FABRIC SHALL EXTEND INTO THE TRENCH, THE FABRIC SHALL NOT EMEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. 9. WHEN EXTRA -STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS. 10. THE TRENCH SHALL BE BACKFILLED AND THE SOIL COMPACTED OVER THE TOE OF THE FILTER FABRIC. 11. SILT FENCES PLACED AT THE TOE OF A SLOPE SHALL BE SET AT LEAST 6 FEET FROM THE TOE IN ORDER TO INCREASE PONDING VOLUME. SILT FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UP SLOPE AREA HAS BEEN PERMANENTLY STABUZED, AND ANY SEDIMENT STORED BEHIND THE SILT FENCE HAS BEEN REMOVED. INSPECTION AND MAINTENANCE: 1. SILT FENCES AND FILTER BARRIERS SHALL BE INSPECTED WEEKLY AND AFTER EACH SIGNIFICANT STORM (1" IN 24 HRS.). ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. 2. SEDIMENT SHALL BE REMOVED WHEN IT REACHES 1/3 HEIGHT OF THE FENCE OR 9 INCHES MAXIMUM. 3. THE REMOVED SEDIMENT SWILL VEGETATE OR OTHERWISE BE STABIUZED. COUNTY OF RVERS DE TRACT No. 31633 EROSION CONTROL PLANS WHERE WHERE DN CwNME E REgl1® NtEEFDl a Z AA GREATER ROADWAY FILTER RAMROD SECTION A - A xare muw &VUEi, woDN& Bpuwr OR THEFTSANDAPs. STRAYIED Buts W COIDRWU9 BEAY OF W OTHER APPROVEO METNDS FDM,NFNT XE TO IN AS ULE RUNOFF i0 BASIN As aEaulmn. supPLv WATER ro WA4i EELR E NECF.4Ylr AM 4in k EIB. 1 L E' -J (0 -7 ) f IXW6E AD9RFIlATE JIM. wxA A Mn. s (IN m) THWA 3 (Lam") AO VDxEmoN MORE W (IBm) un. NOTES: PLAN VIEW 1. TIME BRRNKE BRILL BE NVVMNND IN A CONDITION THAT ANLL PREMlf TWi'pN0 OR TURING OF SEGMENT ONTO MINX RWYO-C6-WAYS. THIS AMY REQUIRE TOP DREESNK). FORAM AID/OR CLEANWI OF AND INGRA S USED TO TRW SEdMM. 2 MIEN NECESSMY. WHEELS SNVU BE cumm ROCR TO EMPANCE ONTO AURIC RIGHT-OF-WAY. TEMPORARY GRAVEL 6 O. wxEx WABMxc IB REcuRm, T sc BE CONSTRUCTION DONE N M AAF/. FOOL E. AIH CRUSMD �^ E THAT GAMBIA "� � ENTRANCE / EXIT EROSION CONTROL DETAIL I1B11 CONSTRUCTION STANDARDS AND SPECIFICATIONS: 1. THE AGGREGATE SIZE FOR CONSTRUCTION OF THE PAD SHALL BE 2-3 INCH (50-75 MM) STONE. PUCE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN ON THE PIANS, AND SMOOTH IT. 2. THE THICKNESS OF THE PAD SHALL NOT BE LESS THAN 6 INCHES (152 MM). USE GEOTEXTILE FABRICS, IF NECESSARY, TO IMPROVE STABILITY OF THE FOUNDATION IN LOCATIONS SUBJECT TO SEEPAGE OR HIGH WATER TABLE. REFER TO APPENDIX GEOTEXTILES/GEOSYNTHENCS. 3. THE WIDTH OF THE PAD SHALL NOT BE LESS THAN THE FULL WIDTH OF ALL POINTS OF INGRESS OR EGRESS AND IN ANY CASE SRALL NOT BE LESS THAN 12 FEET (3.6 M) WIDE. 4. THE LENGTH OF THE PAD SHALL BE AS REQUIRED, BUT NOT LESS THAN 50 FEET (15.2 M). 5. LOCATE CONSTRUCTION ENTRANCES AND EXITS TO LIMN SEDIMENT LEAVING THE SITE AND TO PROVIDE FOR MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES. AVOID ENTRANCES WHICH HAVE STEEP GRADES AND ENTRANCES AT CURVES IN PUBLIC ROADS. 6. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND, AND REPAIR AND/OR MAINTENANCE OF ANY MEASURES USED TO TRAP SEDIMENT. 7. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS- OF -WAY SHAM BE REMOVED IMMEDIATELY. 8. PROVIDE DRAINAGE TO CARRY WATER TO A SEDIMENT TRAP OR OTHER SUITABLE OUTLET. 9. WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC RIGHTS-OF-WAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. SEE SEDIMENT BASIN BMP. 10. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY STORM DRAIN, DITCH OR WATERCOURSE THROUGH USE OF GRAVEL BAGS, STRAW BALES, OR OTHER APPROVED METHODS. REFER TO APPENDIX GEOTEXTILES/GEOSYNTHETICS, INSPECTION AND MAINTENANCE: 1. MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. 2. REPLACE GRAVEL MATERIAL WHEN SURFACE VOIDS ARE VISIBLE. 3. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY. 4. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADS. REMOVE ALL SEDIMENT DEPOSITED ON PAVED ROADWAYS WITHIN 24 HOURS. EROSION CONTROL DETAIL AKIN CONSTRUCTION STANDARDS 1. AND SPECIFICATIONS: INCORPORATE WITH A STABILIZED CONSTRUCTION ENTRANCE/EXT. SEE DETAILS ON "STABILIZED CONSTRUCTION ENTRANCE/EXT". 2 CONSTRUCTION ON LEVEL GROUND WHEN POSSIBLE, ON A PAD OF COARSE AGGREGATE, GREATER THAN 75 MM (3 IN) BUT SMALLER THAN 150 MM (6 IN). 3. WASH RACK SHALL BE DESIGNED & CONSTRUCTED/MANUFACTURED FOR ANTICIPATED TRAFFIC LOADS. 4. PROVIDE A DRAINAGE DITCH THAT WILL CONVEY THE RUNOFF FROM THE WASH AREA TO A SEDIMENT SUMP DEVICE. THE DRAINAGE DITCH SHALL BE OF SUFFICIENT GRADE, WIDTH, AND DEPTH TO CARRY THE WASH RUNOFF. 5. REQUIRE THAT ALL EMPLOYEES, SUBCONTRACTORS, AND OTHERS THAT LEAVE THE SITE WITH MUD -CAKED TIRES AND/OR UNDERCARRIAGES USE THE WASH FACILITY. 6. CONSTRUCTED/MANUFACTURED STEEL -RIBBED PLATES MAY BE USED IN LIEU OF ROCK. INSPECTION AND MAINTENANCE: 1. REMOVE ACCUMULATED SEDIMENT IN WASH RACK AND/OR SEDIMENT SUMP TO MAINTAIN SYSTEM PERFORMANCE. 2. INSPECT ROUTINELY FOR DAMAGE AND REPAIR AS NEEDED. FOR SPACMG SEE GENERAL NOTE 'C" AT RICHT DEMO - �_ s SIEII PAKZS Alp8YM7E RUNOFT RUNOFF DALN11E3T 2128 A1EER SECTION A -A pryAS;ED Mor m s5A2e RUNOFF' AGYDPEaW BACK OF CURB/BERMS EMYGWAL LNADE - - PUR RUED nWcrA7ss Rxm,A>dFR SECTION B -B ,4Dr m .race PANED REDO or BARRIERS OFFSET MATCH EWSAVG / WASH RAW IY.IIFR SLPKY� �+ s Rose TYPICAL TIRE WASH nor m se NOTES 1. MANY DEAL% GW BE FRTD FABRICATED. OR WFOCATED UMTS WY W M%ED, 2 OTd TO BWTY RUIKMF TO A SEGMENT TRAMPING DEVICE. GREATER U13GMT(:NAIR M NTRANCE/OUTLET MANAGES W ' " K TIRE WASH EROSION CONTROL DETAIL AKIN CONSTRUCTION STANDARDS 1. AND SPECIFICATIONS: INCORPORATE WITH A STABILIZED CONSTRUCTION ENTRANCE/EXT. SEE DETAILS ON "STABILIZED CONSTRUCTION ENTRANCE/EXT". 2 CONSTRUCTION ON LEVEL GROUND WHEN POSSIBLE, ON A PAD OF COARSE AGGREGATE, GREATER THAN 75 MM (3 IN) BUT SMALLER THAN 150 MM (6 IN). 3. WASH RACK SHALL BE DESIGNED & CONSTRUCTED/MANUFACTURED FOR ANTICIPATED TRAFFIC LOADS. 4. PROVIDE A DRAINAGE DITCH THAT WILL CONVEY THE RUNOFF FROM THE WASH AREA TO A SEDIMENT SUMP DEVICE. THE DRAINAGE DITCH SHALL BE OF SUFFICIENT GRADE, WIDTH, AND DEPTH TO CARRY THE WASH RUNOFF. 5. REQUIRE THAT ALL EMPLOYEES, SUBCONTRACTORS, AND OTHERS THAT LEAVE THE SITE WITH MUD -CAKED TIRES AND/OR UNDERCARRIAGES USE THE WASH FACILITY. 6. CONSTRUCTED/MANUFACTURED STEEL -RIBBED PLATES MAY BE USED IN LIEU OF ROCK. INSPECTION AND MAINTENANCE: 1. REMOVE ACCUMULATED SEDIMENT IN WASH RACK AND/OR SEDIMENT SUMP TO MAINTAIN SYSTEM PERFORMANCE. 2. INSPECT ROUTINELY FOR DAMAGE AND REPAIR AS NEEDED. FOR SPACMG SEE GENERAL NOTE 'C" AT RICHT - �_ - - CURB/BERM RUNOFT RUNOFF GRAVEL Fa l m SAND STACKED nGHiIY (TP.) RUNOFF' _!gWFF BACK OF CURB/BERMS - - - - R/W - - - PUR RUED GRAVEL RAG SEDIMENT BARRIERS OFFSET �E.LGM OF SIDEWALK RA MTI SAI TO ONnMAR artO CURE. BACK OF CRIB RUMGFF BIDDER WAY PLAN VIEW NOTES: 1. PLACE CInB 1YPE SEDIMENT BARRIERS ON DERRY SALDINO STREET SEGMENTS. WHERE WATER CAR PCNO AW N SENNEIT TO 4PNATE PROM RUNOFF. 2 GMVEL MASS OF ETHER BURIAF, OR WDE71 'GEDIVE Lf FIBRIC. ME F1LLID MOTH pMYII uYEAFD NN MOOD 11GNRr J. LEAW A ONE CRAIG. RAO W° IN THE TOP RDM TO PRGNDE A 5%LLWAY FOR OVIRRGW, 4. INSPECT OWNERS MO MLDAE SEGMENT AFTER EACH SIxN MNT. SEGMENT AND GRAML MAT BE REAN'ED FROM THE TIMI WAY IMMEDMTELY. EROSION CONTROL DETAIL NIDA ROUGH GRADE GRAVEL BAG DETAIL PAD REPLACE GRAVEL BAGS FOR ROUGH GRADE SECTION WITH GRAVEL BAGS FOR IMPROVED STREET AT SAME LOCATION WHEN IMPROVEMENTS ARE IN PLACE ROUGH GRADE STREET SECTION PAD STREET GRADE GREATER THAN 4X ROUGH GRADE GRAVEL BAG DETAIL REPLACE GRAVEL HAGS FOR ROUGH GRADE SECTION WITH GRAVEL BAGS FOR IMPROVED STREET AT SAME LOCATION WHEN IMPROVEMENTS ARE IN PLACE NOTE IIGII: GRAVEL HAG SEDIMENT BARRIERS SHALL BE INSTALLED ON ALL ROUGH GRADED STREETS NOT SCHEDULED FOR IMMEDIATE PAVING. GRAVEL BAG INSTALLATION SHALL BE PER THE ATTACHED DETAIL GRAVEL BAG SPACING SHALL BE 50 FEET FOR ALL STREETS GREATER THAN 9%. 1 D FEET FOR ALL STREETS BETWEEN 4% AND 9%, AND 200 FEET FOR STREETS LESS THAN 4%. GRAVEL BAG BARRIERS SHALL ALSO BE A MINIMUM OF TWO LAYERS THICK. COMMUNrIY FACILITIES DISTRICT (CFD) COUNTY OF RIVERSIDE ADMINISTRATED BY THE TRANSPORTATION DEPARTMENT CFD NAME: APPROVED BY: DATE: GRAVEL FIIIID BNf9.1ER ARE "ARMED MnnY. FNpJE(.T imm/ sn ROW ilii MAD A n mmm BASIN "A PLAN VIEW EATS UMTS ME �ADEIYNJ( 1. PACE MB TWE SEDIMENT BARRIERS ON GENM1Y S.OPING SiNEET SEGMENTS, WHERE WATER CAN PWG AND NLOW SEDIMENT TO SEPARATE FROM RUNOFF. 2. GMHl BMS OF EITHER III OR MOVEN GEOTI)CEM FABMC. AM FN3ED WTI GRA4i1, AYEREU AND RACKED DWTLY. Y UAW WE GRAVEL BAG GM IN ME TCP ROW TO PRONE A MUWAY FOR OAERFLOW. 4. WSPECT BARRIERS AND REMOVE SEGMENT MEIN EACH STORM EVENT. SWMTIT MO GRAVEL MUST BE MOM FROM THE MAWEO WAY MMEAATELY CATCH BASIN CURB OPENING SEDIMENT BARRIER EROSION CONTROL DETAIL )'Epp CONSTRUCTION STANDARDS AND SPECIFICATIONS: 1. PLACE THE BARRIERS ON GENTLY SLOPING STREETS WHERE WATER CAN POND. 2. THE BARRIERS MUST ALLOW FOR OVERFLOW FROM A SEVERE STORM EVENT. SLOPE RUNOFF SHAD. BE ALLOWED TO FLOW OVER BLOCKS AND GRAVEL AND NOT BE BYPASSED OVER THE CURB. A SPILLWAY SHALL BE CONSTRUCTED WITH THE GRAVEL BAG STRUCTURE TO ALLOW OVERFLOW. 3. THE GRAVEL BAGS SHOULD BE OF WOVEN -TYPE GEOTEXTILE FABRIC SINCE BURLAP BAGS DETERIORATE RAPIDLY. 4. GRAVEL BAGS SHALL BE FILLED WITH 3/4' DRAIN ROCK OR 1/4" PEA GRAVEL. 5. THE GRAVEL BAG SHALL BE PLACED IN A CURVED ROW FROM THE TOP OF CURB AT LEAST 3 FEET INTO THE STREET. THE ROW SHOULD BE CURVED AT THE ENDS, POINTING UPHILL 6. SEVERAL LAYERS OF BAGS SHOULD BE OVERLAPPED AND PACKED TIGHTLY. 7. LEAVE A ONE -GRAVEL BAG GAP IN THE TOP ROW TO ACT AS A SPILLWAY. FOR BLOCK AND GRAVEL TYPE BARRIERS: 1. PLACE TWO CONCRETE BLOCKS ON THEIR SIDES PERPENDICULAR TO THE CURB AT EITHER END OF THE INLET OPENING. THESE WILL SERVE AS SPACER BLOCKS. 2. PLACE CONCRETE BLOCKS ON THEIR SIDES ACROSS THE FRONT OF THE INLET AND ABUTTING THE SPACER BLOCKS. THE OPENINGS IN THE BLOCKS SHOULD FACE OUTWARD, NOT UPWARD. 3. CUT A 2- BY 4- INCH SND THE LENGTH OF THE CURB INLET PLUS THE WIDTH OF THE TWO HELP KEEP THE FRONT BLOCKS IN PLACE 4. PLACE WIRE MESH OVER THE OUTSIDE VERTICAL FACE (OPEN ENDS) OF THE CONCRETE BLOCKS TO PREVENT STONE FROM BEING WASHED THROUGH THE BLOCKS. USE CHICKEN WIRE, HARDWARE CLOTH WITH 1/2 INCH OPENINGS, OR FILTER FABRIC. 5. PUCE 3/4 INCH TO 1 1/3 INCH GRAVEL AGAINST THE WIRE TO THE TOP OF THE BARRIER. INSPECTION AND MAINTENANCE: 1. INSPECT AND CLEAN THE BARRIER AFTER EACH SIGNIFICANT STORM (1" IN 24 HOURS) AND REMOVE SEDIMENT FROM BEHIND THE STRUCTURE AFTER EVERY STORM. 2. ANY SEDIMENT AND GRAVEL SHALL BE IMMEDIATELY REMOVED FROM THE TRAVELED WAY OF ROADS. 3. THE REMOVED SEDIMENT SHALL BE PLACED WHERE IT CANNOT ENTER A STORM DRAIN, STREAM. OR BE TRANSPORTED OFF SITE ITi91]IIZ:�F16S t/L:I�I1�:111:i[:��Y161�F� ERU51UN UUN I KUL DEAL ..F.. 1. PREPARE THE SLOPE BEFORE THE WATTLING PROCEDURE IS STARTED. 2. SHALLOW GULLIES SHOULD BE SMOOTH AS WORK PROGRESSES. 3. DIG SMALL TRENCHES ACROSS THE SLOPE ON CONTOUR, TO PLACE ROLLS IN. THE TRENCH SHOULD BE DEEP ENOUGH TO ACCOMMODATE HALF THE THICKNESS OF THE ROLL. WHEN THE SOIL IS LOOSE AND UNCOMPACTED, THE TRENCH SHOULD BE DEEP ENOUGH TO BURY THE ROLL 2/3 OF RS THICKNESS BECAUSE THE GROUND WILL SETTLE. 4. IT IS CRITICAL THAT ROLLS ARE INSTALLED PERPENDICULAR TO WATER MOVEMENT, PARALLEL TO THE SLOPE CONTOUR. 5. START BUILDING TRENCHES AND INSTALL ROLLS FROM THE BOTTOM OF THE SLOPE AND WORK UP. 6. CONSTRUCT TRENCHES AT CONTOUR INTERVALS OF 3-12 FEET (0.9-3.7 M) APART DEPENDING ON STEEPNESS OF SLOPE. THE STEEPER THE SLOPE, THE CLOSER TOGETHER THE TRENCHES. 7. LAY THE ROLL ALONG THE TRENCHES FITTING IT SNUGLY AGAINST THE SOIL MAKE SURE NO GAPS EXIST BETWEEN THE SOIL AND THE STRAW WATTLE. 8. USE A STRAIGHT BAR TO DRIVE HOLES THROUGH THE WATTLE AND INTO THE SOIL FOR THE WILLOW OR WOODEN STAKES. 9. DRIVE THE STAKE THROUGH PREPARED HOLE INTO SOIL. LEAVE ONLY 1 OR 2 INCHES (25 OR 51 MM) OF STAKE EXPOSED ABOVE ROLL. 10. INSTALL STAKES AT LEAST EVERY 4 FEET (1.2 M) APART T HROUGH THE WATTLE. ADDITIONAL STAKES MAY BE DRIVEN ON THE DOWNSLOPE SIDE OF THE TRENCHES ON HIGHLY EROSIVE OR VERY STEEP SLOPES. INSPECTION AND MAINTENANCE' 11. INSPECT THE STRAW ROLLS AND THE SLOPES AFTER SIGNIFICANT STORMS. MAKE SURE THE ROLLS ARE IN CONTACT WITH THE SOIL 12. REPAIR ANY RILLS OR GULLYS PROMPTLY. 13. RESEED OR REPLANT VEGETATION IF NECESSARY UNTIL THE SLOPE IS STABILIZED. NOTES COUNTY OF RIVERS DE TRACT No. 31633 — EROS ON CONTROL IN ORDER TO IMPROVE COMPLIANCE WITH AND TO MAINTAIN CONSISTENT ENFORCEMENT OF THIS GENERAL PERMIT. ALL DISCHARGERS ARE REQUIRED TO APPOINT TWO POSITIONS - THE QUALIFIED S.W.P.P.P. DEVELOPER (QSD) AND THE QUALIFIED S.W.P.P.P. PRACTITIONER (QSP). THE OSP IS A PERSON RESPONSIBLE FOR NON -STORM WATER AND STORM WATER VISUAL OBSERVATIONS, SAMPLING AND ANALYSIS, AND FOR ENSURING FULL COMPLIANCE WITH THE PERMIT AND IMPLEMENTATION OF ALL ELEMENTS OF THE S.W.P.P.P. ALL INSPECTION, MAINTENANCE REPAIR AND SAMPLING ACTIVITIES AT THE DISCHARGER'S LOCATION SHALL BE PERFORMED OR SUPERVISED BY A OSP REPRESENTING THE DISCHARGER. THE QSP MAY DELEGATE ANY OR ALL OF THESE ACTIVITIES TO AN EMPLOYEE TRAINED TO 00 THE TASK(S) APPROPRIATELY, BUT SHALL ENSURE ADEQUATE DEPLOYMENT. THE QSP SHALL ALSO DELEGATE FIELD LOCATION OF APPLICABLE BMP'S, AS NEEDED, TO MAINTAIN COMPLIANCE WITH THE S.W.P.P.P. DOCUMENT. ANY FIELD CHANGES NOT IDENTIFIED FOR FIELD LOCATION OR FIELD DETERMINATION BY QSP MUST BE APPROVED BY OSO. PLANS CONSTRUCTION NOTES: INSTALL SILT FENCE PER CASOA STD. SE -1 PER EC DETAIL A ON SHEET 16 OINSTALL STORM DRAIN INLET PROTECTION PER CASOA STD. SE -10 PER EC DETAIL E ON SHEET 16 INSTALL CONCRETE WASHOUT PER CASOA STD. WM-8 I ©INSTALL CONSTRUCTION ENTRANCE PER CASOA STD. TC -1 PER EC DETAIL B ON SHEET 16 ILII O INSTALL TIRE WASH PER CASQA STD. TC -3 PER EC DETAIL C ON SHEET 16 INSTALL CONSTRUCTION FENCE WITH SCREEN FABRIC PER EC DETAIL A i s 6 ON SHEET 16 OINSTALL GRAVEL RAG SEDIMENT BARRIER PER CASQA STD. SE -6 PER EC DETAIL D ON SHEET 16 OINSTALL FIBER ROLL SEDIMENT BARRIER PER CASOA SE -5 PER EC DETAIL F ON SHEET 17 ® CONSTRUCTION STORAGE AND STAGING AREA •�M�•�(GRAVEL, SHAKERS, OR RUMBLE PLATES) WASHOUTCONCRETE •. STD. WM-8 -� PROPOSED SILT FENCE/CONSTRUCTION FENCE PER CASQA STD. SE -1. PROPOSED FIBER ROLL SEDIMENT BARRIER PER CASOA STD. SE -5 oao. PROPOSED GRAVEL BAG PER CASQA STD, SE -6 �ppaoo O X STORM DRAIN INLET PROTECTION PER CASOA STD. SE -10 SAMPLING LOCATIONS, CAN BE RELOCATED BY OSP ® DISCHARGE LOCATIONS, CAN BE RELOCATED BY OSP STORMWATER RUN-ON LOCATIONS OSD INFO: JOSEPH CALDWELL, P.E. DIRECTOR - STORMWATER ENGINEERING ALBERT A. WEBB ASSOCIATES 37BB McCRAY STREET RIVERSIDE, CA 92506 (951) 686-1070 OSP INFO: UNKNOWN AT THIS TIME TO BE DETERMINED BY DISCHARGER PRIOR TO START OF CONSTRUCTION. NOTES: PLACE GRAVEL BAGS ON INSIDE OF SILT FENCE. SITE STAGING AREA WILL CONTAIN WASTE STORAGE, VEHICLE STORAGE AND MATERIAL STORAGE. YNR.YhTHNR1:I:RY:ta_R�].ya;[•ja,��L�j$L/];j: �ti'I IiH 1" = 150' 150 lZI 0 150 300 450 WDID 8 33C377600 BGR 160233