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Home My WebLink AboutTR 31593 RGPGRADING NOTES: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF LAKE ELSINORE MUNICIPAL CODE, CHAPTER 15.72 AND APPLICABLE STANDARDS AND SPECIFICA 77ONS AND THE LA TEST ED177ON OF THE UNIFORM BUILDING CODE (U.B.C.), CHAPTER 33. 2. A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT, CITY OF LAKE ELSINORE, PRIOR TO ANY OPERA 77ONS. J. THE DEVELOPER AND /OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND U.S.A. ALERT 1 -800- 422 -4133) FORTY -EIGHT (48) HOURS PRIOR TO GRADING. 4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST TWENTY -FOUR (24) HOURS IN AD VANCE OF BEGINNING GRADING OPERA TONS 5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER. 6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL, UNLESS OTHERWISE APPROVED, AND SHALL BE SHOWN ON THE PLAN. 7 FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL, UNLESS OTHERWISE APPROVED, SHALL BE SHOWN ON PLAN, AND SHALL NOT HAVE LESS THAN 909 RELATIVE COMPACTION OUT TO THE FINISHED SURFACE. 8. FILLS SHALL BE COMPACTED THROUGHOUT TO 909 DENSITY AS DETERMINED BY THE MODIFIED THREE 3) LAYER A.S T.M. D- 1557 -70 TEST METHOD. 9. FILL AREAS SHALL BE CLEANED OF ALL VEGETA 77ON AND DEBRIS; SCARIFIED, AND INSPECTED BY THE GRADING INSPECTOR AND APPROVED SOILS 7FS77NG AGENCY PRIOR TO THE PLACING OF FILL. 10. ALL FILL MATERIAL SHALL BE CLEAN EARTH. NO FILL SHALL BE PLACED UN77L PREPARAAON OF GROUND IS APPROVED BY THE SOILS ENGINEER. 11. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 90 PER FOOT FOR A MINIMUM OF THREE (3) FEET THEN 19 (MIN /MIJAV) TO FLOW LINE OF EARTH SWALE. ASSESSM"S PARCEL Nil! 48ERS 347 -250 -006 347 -350 -009 347- 250 -007 347 -350 -010 347- 250 - 008 347- 350 -013 347 -350 -003 347 -350 -015 347 -350 -004 347 -360 -006 347- 350 -005 347 - 360 -007 347 -350 -008 N0021 '05 "E 1 1 1 1 1 1 1 I I I I 12. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 19 IF CUT OR FILL SLOPE IS LESS 20 / I THAN TEN FEET (10), AND 29 IF CUT OR FILL IS GREA TER THAN TEN FEET 109. DRAINAGE SWALES 1 SHALL BE A MINIMUM OF 0.5' DEEP AND CONSTRUCTED A M/N /MUM OF TWO FEET (2) fpnu THE TOP OF CUT OR FILL SLOPES. 13. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. _ 14. PROVIDE A BROW DITCH, DESIGNED TO HANDLE ONE HUNDRED (100) YEAR STORM FLOWS ALONG THE `\ TOP OF CUT SLOPES. 15. NO OBSTRUC77ON OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 16. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER, TO SUPERVISE GRADING AND PROVIDE A FINAL SOILS REPORT WHICH INCLUDES FOUNDA77ON REQUIREMENTS (SUBDIVISIONS) AND EXPANSIVE CHARACTERISTICS OF THE SO /L. 2 17. GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL COMPACTION REPORT - -- _ BY A SOILS ENGINEER SHALL BE SUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENTS PRIOR - -- -''` - TO ISSUANCE OF BUILDING PERMITS 18. THE SOILS ENGINEERING INVES77GA77ON AND THE ENGINEERING GEOLOGIC INVES77GA770M DATED APRIL 29, 2011, PREPARED BY GEOTEK, INC., SHALL BE CONSIDERED A PART OF THIS GRADING PLAN AND SHALL BE IN COMPLIANCE: 19. A REGISTERED C/V/L ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CER77FICA77ON OF I BUILDING PAD ELEVA 770N. WHERE SPECIFIC ELEVA 77ONS ARE REQUIRED, THE ELEVA 770M (WITH cp RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GI VEN 20. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PR /OR TO COMMENCEMENT OF ANY CONS7RUC7TON /GRADING. 21. STABILITY CALCULATIONS WITH A SAFETY FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE BUILDING AND ENGINEERING DEPARTMENTS FOR CUT AND FILL SLOPES OVER THIRTY_ FEET (30) IN VERTICAL HEIGHT --•- 22. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE (1) FOOT 23. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARA77ON SHALL BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. SLOPES GREATER THAN 5.• 1 ARE REQUIRED TO BE KEYED AND BENCHED. 24. THE SOILS ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES.• A. UPON COMPLETION OF CLEARING AND DURING EXCA VA 77ON AND BEFORE BACKFILL OF ALLUVIAL, [ COLLUVIAL AND TERRACED AREAS AND ANY SUBSTRUCTURES B. DURING ALL ROUGH GRADING AND OPERA7701VS INCLUDING PRE - COMPACTION, BENCHING AND FILLING OPERA 77ONS. f C. DURING INSTALLA 77ON OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER MA TER/AL. D. WHEN ANY UNUSUAL GRADING COND177ONS ARE ENCOUNTERED DURING CONS7RUC77ON. 25. EROS /ON CON7ROL: ALL GRADED SLOPES SHALL BE PLANTED W/TH ROSEA ICE PLANT OR ANOTHER APPROVED GROUND COVER, AT TWELVE INCHES (12) ON CEN7ER. SLOPES OVER FIFTEEN FEET (15) IN VERTICAL HEIGHT, IN ADD177ON TO GROUND COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS OR COMB /NA 77ON THEREOF. SHRUBS SHALL BE PLANTEDFD A T TEN FEET (10) ON CENTER, FR, i TREES AT TWENTY FEET (20) ON CENTER; COMB /NATIONS FIFTEEN FEET (15) ON CENTER. SLOPES OVER THREE FEET (3) IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRR /GA77ON SYSTEMS WITH - BACKFLOW PREVENTION DEVICES PER U.B.C. 22` 26. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING PROJECT 27. APPROVED EROSION PREVEN77VE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY SEASON AND SHALL BE IN PLACE AT THE END OF EACH DAYS WORK. 28. ALL WORK SHALL CONFORM TO THE CITY AND STATE CONS714UC77ON SAFETY ORDERS 29. THE LOCATION AND PROTECTION OF ALL U77LIT /ES IS THE RESPONSIBILITY OF THE PERM /TTFE. I ,y 30. AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIME. ill 31. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION OF GRADING OPERA T/ON. 32. ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR ALL SLOPES IN EXCESS OF THREE (3) FEET VERTICAL HEIGHT W/1N /N NINETY (90) DAYS AFTER COMPLETION OF ROUGH GRADING AND SHALL BE IN ACCORDANCE W77H CITY OF LAKE ELSINORE GRADING ORDINANCE NO. 882 PR /OR TO THE APPROVAL OF FINAL INSPEC770N 33. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACIL117ES RESULTING DlREC1ZY OR INDIRECT( Y FROM HIS OPERA TIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 34. THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE (1) BLUE TOP PER FIN /SHED PAD, PRIOR TO ROUGH GRADE APPROVAL. 35 APPROX /MA TE DA TE OF.• BEGINNING OPERA T /ON.• SEPTEMBER 2015,,,, COMPLETION: FEBRUARY 2016 36. NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAX /MUM DIMENSION GREATER THAN THREE INCHES (3 ") WILL BE PLACED IN FILLS WITHIN ROADBED AREAS OR THREE FEET (3) OF FINISH S a Jt\ 1 j hil 6 co 0 0 a 1 1~ C17Y of LAAff HANORY FOR TRACT 39593 LOCAnON MMIP SCALE- 1 " =250' 0 250 500 750 1,6 347 - 250 -005, N.A.P. VAC4&, LACE .. .._... -... Flop, 77 71, BOUNDARY LINE DATA TABLE GRADES, UNLESS THE LOCA77ON, MATERIALS, AND DISPOSAL METHODS ARE SPECIFICALLY APPROVED CONTRACTOR05 RESPONSIBILITY BY THE SOILS ENGINEER. 37 THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND BEFORE APPROVAL. COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING 38. GRADING PLANS WILL NOT BE APPROVED UN77L ALL RETAINING WALLS ARE APPROVED BY THE THE COARSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING BUILDING DEPARTMENT SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS 39. THIS S17E HAS OBTAINED A NA77ONAL POLLU77ON PREVENTION ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE TO REGULA TE MUNICIPAL AND INDUSTRIAL STORM WATER DISCHARGES. LIMITED TO NORMAL WORKING HOURS, AND THAT THE NPDES WDID / -_ DATE PERMIT ISSUED. CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER 40. DRAINAGE EASEMENTS WILL BE KEPT CLEAR OF ALL OBSTRUCTIONS NO BUILDINGS OR WALLS SHALL AND THE ENGINEER HARMLESS FROM ALL LIABILITY, REAL OR BE PLACED WITHIN EASEMENT LIMITS. TEMPORARY IMPROVEMENTS ARE SUBJECT TO REMOVAL AT ALLEGED, IN CONNECTION K77H THE PERFORMANCE OF WORK OWNER'S EXPENSE. ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE 41. DURING THE GRADING OPERATION, AN ARCHAEOLOGIST SHALL MONITOR ALL GROUND - DISTURBING SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. CON7RACTOR ACTIVITIES IN AN EFFORT TO IDENTIFY ANY UNKNOWN ARCHAEOLOGICAL RESOURCES. ANY NEWLY SHALL REVIEW AND IMPLEMENT THE STORM WATER POLLUTION DISCOVERED CULTURAL RESOURCE DEPOSITS SHALL BE SUBJECT TO A CULTURAL RESOURCES PREVENTION PLAN (SWPPP). EVALUA 770N. 42. DUE TO THE PRESENCE OF SUITABLE HABITAT ONS /TE FOR THE WESTERN BURROWING OWL, A QUALIFIED BIOLOGIST SHALL CONDUCT PER- CONS TRUC 770M FOCUSED SPECIES SURVEYS WITHIN 30 -DA YS PRIOR TO ANY GROUND- D /S7URB /NG ACTI V 77ES AT THE PROJECT S/TF WHERE SUITABLE HAB /TAT IS PRESENT 43 PRIOR TO ISSUANCE OF ANY GRADING PERMIT DEVELOPER SHALL PROVIDE THE COMMUNITY DEVELOPMENT DIRECTOR WITH A COPY OF A CLEAN WATER ACT SEC 77ON 404 PERMIT ISSUED BY THE U.S. ARMY CORPS OF ENGINEERS AND A COPY OF A STREAMBED AL TERA 77ON AGREEMENT ISSUED BY THE CALIFORNIA DEPAR7MENT OF FISH AND GAME (OR EVIDENCE THAT NO PERMIT OR AGREEMENT IS REQUIRED) FOR ALL PROJECT -RELA TED DISTURBANCES OF ANY STREAMBED. MARK REVISIONS i Drowinq R:254310 final Grodrnq Rough OVERALL \320 - PLN - RGP - 31593 - OOl.dwg Layout: 304 - PLN - RGP - 31593 - 001 Saved: 412112015 10 42 AM Plotted: APPR. 5.24 AM By. Denny Norton P V DA 7E THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPR /A 7E COND/77ONS OF DEVELOPMENT AND /OR C/TY AND STA 7E LAWS AND HAVE BEEN FOUND ACCEPTABLE LAN_ RCE CITY ENGINEER CITY OF LAKE ELSINORE g -,4 -Ir BOUNDARY CURVE DATA TABLE BEARING DISTANCE 1 N89 48'17 "W 2634.69' 2 N007952 "E 263509' 3 N89 50'54 "W 657.74' 4 N0021 '05 "E 659.21' 5 N89 4837 "W 657.50' 6 N00'19'52 "E 658.77' 7 N89 46'19 "W 328.63' 8 N00 20'28 "E 165.00' 9 N89 46'19 "W 328.66' 10 N00 21 '05 "E 165.00' 11 N89 46'19 "W 985.89' 12 N00 2255 "E 659.87' 13 N89 48'37 "W 657.50' 14 N00 24'09 "E 357.85' 15 N80'2259 "E 273.09' 16 N56 4834 "E 71.76' 17 N002445 "E 52.61' 18 N57'09'45 "E 626.39' 19 N002539 E 393.75' 20 N89 50'54 "W 659.46' 21 N0024'45 "E 2633.10' P V DA 7E THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPR /A 7E COND/77ONS OF DEVELOPMENT AND /OR C/TY AND STA 7E LAWS AND HAVE BEEN FOUND ACCEPTABLE LAN_ RCE CITY ENGINEER CITY OF LAKE ELSINORE g -,4 -Ir BOUNDARY CURVE DATA TABLE d R L T A 56-44' 06N 300.00' 297.06' 161.99' SOILS ENGINEER GEOTEK, INC. 710 E. PARKR/DGE AVENUE SUI TE 105 CORONA, CA 92879 TEL: (951) 710 -1160 OWNER/ DEVELOPER SAM- ELSINORE, LLC 1200 QUAIL STREET, SUITE 220 NEWPORT BEACH, CA 92660 7EL: (714) 318 -3500 ENGINEER K & A ENGINEERING INC. 357 N. SHER /DAN STREET SUITE 117 CORONA, CA. 92880 PHONE- (951) 279 -1800 FAX- (951) 279 -4380 NPDES INSPECTION NOTES: 1. CONSTRUCTION SITE BEST MANAGEMENT PRAC77CES (BMPS) FOR THE MANAGEMENT OF STORM WATER AND NON- STORMWA TER DISCHARGES SHALL BE DOCUMENTED ON THE GRADING PLAN WHICH THEREBY BECOMES THE S17E STORM _WATER POLLU7ION PREVENTION PLAN (SWPPP). ARRANGEMENTS SHALL BE MADE BY THE DEVELOPER TO RETAIN THE SWPPP ON THE JOBS17F THROUGHOUT THE 77ME OF CONSTRUCTION. THE IMPLEMENTATION AND MAINTENANCE OF SITE- BMPS IS REQUIRED TO MINIMIZE JOBS(TE EROSION AND SED /MENTA770N. CERTAIN BMPS MAY BE REQUIRED TO REMAIN IN PLACE THROUGHOUT THE YEAR TO MINIMIZE EROSION AND SED/MENTA770N ARRANGEMENTS SHALL BE MADE BY THE DEVELOPER TO MAINTAIN THOSE BMPS THROUGHOUT THE TIME OF CONSTRUCTION. 349 - 270 -001 2. EROS /ON CONTROL BMPS SHALL BE IMPLEMENTED AND MAINTA /NED TO MINIMIZE THE ENTRAINMENT OF SOIL IN RUNOFF FROM DISTURBED SOIL AREAS ON CONSTRUCTION S /TES. J SEDIMENT CONTROL BMPS SHALL BE IMPLEMENTED AND MAINTAINED TO MINIMIZE THE TRANSPORT OF SOIL FROM THE CONSTRUCTION S17F 347 - 360 -004 4. GRADING SHALL BE PHASED TO LIMIT THE AMOUNT OF DISTURBED AREAS EXPOSED TO ]NE EXTENT FEASIBLE. 18 5. AREAS 7HA T ARE CLEARED AND GRADED SHALL BE LIMI TED TO ONLY THE POR77ON OF THE SITE THAT IS NECESSARY FOR CONS MUC770N. THE CONSTRUCTION SITE SHALL BE MANAGED TO MINIMIZE THE EXPOSURE 77ME OF DISTURBED SOIL AREAS THROUGH PHASING AND SCHEDULING t 347 -350 -005 OF GRADING AND THE USE OF TEMPORARY AND PERMANENT SOIL STABIUZA77ON N.A•P. VACANT 6. ONCE DISTURBED, SLOPES (TEMPORARY OR PERMANENT) SHALL BE STABILIZED IF THEY W/L NOT BE WORKED WITHIN 21 DAYS DURING THE STORM SEASON, ALL SLOPES SHALL BE 19 STABIUZED PRIOR TO A PREDICTED STORM EVENT CONS7RUC770N 517ES SHALL BE REVEGETA TED AS EARLY AS FEASIBLE AFTER SOIL DISTURBANCE. 1 7. STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO ELIMINATE OR REDUCE SEDIMENT TRANSPORT FROM THE S17E TO S7RE£7S, DRAINAGE FACIU77ES OR ADJACENT PROPER7IES VIA RUNOFF, VEHICLE TRACKING, OR WIND. 8. CONSMUC77ON SI TES SHALL BE MAINTAINED IN SUCH A COND177ON THA T A STORM ODES NOT CARRY WASTES OR POLLUTANTS OFF THE SITE DISCHARGES OTHER THAN STORMWA7ER 1 (NON- STORMWATER DISCHARGES) ARE PROHIBITED, EXCEPT AS AUTHORIZED BY AN INDIVIDUAL 14 \` I ' NPDES PERMIT, THE STATEWIDE GENERAL PERMIT- CONS7RUC77ON AC770TY. POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIM17ED TO. • SOLID OR LIQUID CHEMICAL SPILLS, WASTES FROM PAINTS, STAINS, SEALANTS, SOLVENTS, DETERGENTS, GLUES, LIME, PESTICIDES, HERBICIDES, FERT7LIZERS, WOOD PRESERVA 77VES, AND ASBESTOS FIBERS, PAINT FLAKES OR STUCCO FRAGMENTS'; FUELS, OILS LUBRICANTS, AND HYDRAULIC, RADIATOR OR BATTERY FLU /DS; CONCRETE AND RELATED CUTTING OR CURING RESIDUES, FLOA TABLE WASTES; WASTES FROM ENG/NE/E'QU/PMENT STEAM CLEANING OR CHEMICAL DEGREASING; WASTES FROM S7REET CLEANING; AND SUPER- CHLOR /NA 1F0 POTABLE WATER FROM LINE FLUSHING AND TESTING. A -- DURING CONS7RUC770N, DISPOSAL OF SUCH MA TRIALS SHOULD OCCUR IN A SPECIFIED AND 0 CONTROLLED TEMPORARY AREA ON -SITE PHYSICALLY SEPARATED FROM POTENTIAL STORMWATFR RUNOFF, WITH ULTIMATE DISPOSAL IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS 9. RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CON TA /NED AT CONSTRUCTION SITE AND MUST NOT BE DISCHARGED TO RECEIVING WA7ERS OR THE LOCAL STORM DRAIN SYSTEM. Iz . 0 10. APPROPRIATE BMPS FOR CONS 7RUC 77ON-RELA TED MA TER /ALS, WASTES, SPILLS OR I IZ of RESIDUES SHALL BE IMPLEMENTED TO ELIMINATE OR REDUCE TRANSPORT FROM THE SITE TO STREETS', DRAINAGE FACILITIES, OR ADJOINING PROPER77ES BY WIND OR RUNOFF. 1 11. ALL CONS7RUC77ON CONTRACTORS AND SUBCONTRACTOR PERSONNEL ARE TO BE MADE m AWARE OF THE REQUIRED BMPS AND GOOD HOUSEKEEPING MEASURES FOR THE PROJECT S17E AND ANY ASSOCIA TED CONS 7RUC7701V STAGING AREAS 12. DISCHARGING CONTAMINATED GROUNDWATER PRODUCED BY DEWA TER /NG GROUNDWATER a ! THAT HAS INFILTRATED INTO THE CONSTRUCTION SITE IS PROHIBITED. DISCHARGING OF C ioTr \\ CONTAMINATED SOILS VIA SURFACE EROSION IS ALSO PROHIBITED. DISCHARGING 11 \\ \v NON- CON TAM /NA TED GROUND WA TER PRODUCED BY DEWA TER/NG ACT1 W 77ES MA Y REQUIRE A I \ n\ NA77ONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT FROM THE REGIONAL V WATER QUALITY CONTROL BOARD. 1-4 / \ /` Y PRIOR TO PREDICTED MSTORM EVENTS AND FOLLOWING STORM EVENTS. BE INSPECTED 1-4 \ \ N, 14. AT THE END OF EACH DAY OF CONSTRUCTION ACTIVITY, ALL CONSTRUCTION DEBRIS AND 10 \ _ WASTE MATERIALS SHALL BE COLLECTED AND PROPERLY DISPOSED OF IN TRASH OR RECYCLE BINS. 249 - 260 -001 LEGEND TOP OF CURB 10 -5 LOT# - PHASE# 18 SHEET NUMBER PROJECT BOUNDARY CENTER LINE TOP OF SLOPE 2:. SLOPE RA T70 BC - BEGINNING CURVE TOE OF SLOPE FLOW LINE C - EXIS77NG GROUND CONTOUR 1120 PROPOSED CONTOUR R/W DAYLIGHT LINE 29 GRADE STORM DRAIN c - - - CUT /F7LL LINE F PREPARED BY.• SEAL ENGINEERING 357 N. SHERIDAN STREET SUI TE 117 LAND PLANNING CORONA, CALIFORNIA 92880 LJ TEL. (951) 279 -1800 SURVEYING FAX (951) 279 -4380 Engineering, Inc. DA TE FAR DA R. C.E. N0. 65931 DA TE N. yq 90 N 65931 RCE REVIEWED BY- TC - TOP OF CURB TB - TOP OF BERM FL - FLOW LINE GB - GRADE BREAK BCR - BEGINNING CURB RETURN ECR - END CURB RETURN STA. - STA 77ON BC - BEGINNING CURVE EC - END CURVE FS - FINISH SURFACE C - CENTERLINE INVITE INVERT ELEVATION R/W RIGHT -OF- WA Y TW - TOP OF WALL IF - TOP OF FOOTING P/L - PROPERTY LINE V INSPECTOR civic- SCALE. AS SHOWN FO DATE: APRIL 2015 AS BUILT" EXP. EXP. ir WIG I I j,,II i / III v DA TE DA TE BENCHMARK. ELEVATIONS SHOWN HEREON ARE BASED ON RIVERSIDE COUNTY BENCH- MARK NO. D 307 RECOVERED PER RECORDS ELEVATION: 1423.258 (NA VD 88) INDEX OF SHEETS: SHEET NO. DESCRIPTION 1 ...... ............................... 77TLE SHEET AND LOCATION MAP 2 ...... ............................... DETAILS AND CONS7RUC77ON NO7ES 3 -4 ...... ............................... SEC 77ONS 5 -22 ..... ............................... ROUGH GRADING PLAN SHEETS 23 ...... ............................... PRELIMINARY SUBDRAIN LOCA 77ONS 3' 24- 27 ..... ............................... EROSION CONTROL PLAN SHEETS CITY OF LAKE EL51NORE SHEET NO. 1 P.000H GRADING PLAN FOR TRACT 31593 of 27 SH7S FILE NO. TITLE SHEET (Tw?64 IL DONIIII iUN Z III QMCGH NOTFX• 1. CONCRETE SHALL BE CLASS 560 -C -3250 (A /R BLOWN SHALL BE CLASS 600 -8-3250) 2. REINFORCING SHALL BE 6 "X6" - W. 4 MELDED WIRE MESH (W.W.M.) OR APPROVED EOVAL 3. GROUND SHALL BE PRE - NETTED PER SOILS ENGINEER'S DIREC77ON PR /AR TO PLACEMENT OF 0WCREIE 4. DOMNORA /NS SHALL BE LOCATED IN FACE OF THE SLOPE IN SUCFAA MANOR AS TO MINIMIZE ITS VISIBILITY. AVOID DRAINS IN THE MIDDLE OF SLOPE OR RIDGE OF SLOPE. WHERE POSSIBLE, USE THE VALLEY BETWEEN SL ORES FOR LOCA77NG DOWNDRA/NS 1 DOWN DRAIN / V -DITCH NTS 18 RECTANGULAR CHANNEL NTS NOTE.- RETAINING WALL PER SEPARATE PLAN & PERMIT R/W 10' UNLESS NOTED TOP OF WALL PER OTHERWISE ON RETAINING RETAINING WALL PLAN WALL PLAN 2 COURSE MIN. ABOVE A ROUGH I CGRADE SECl1ON TOP OF F0077NG PER RETAINING WALL PLAN -1" TYP /CAL RETAIN /NC WALL END DETAIL NTS I1•• I1 15%20' WIDE A. C. PA VED ACCESS ROAD PROPOSED A. C. PAVING 2 2% 95X COMPACTED NA 77 V 15'/20' WIDE AC PAVED ACCESS ROAD1- 1 Aim MARK RE14SIOIVS 2Q =6' 3Q =12' 5' Z o N o 24 N 3" CONCRETE OR GUNI7F WITH 67W W.W.M. OC D(DTERRACE DRAIN NTS NOTE- THE LONGITUDINAL DRAINAGE SLOPE SHALL NOT BE LESS THAN 57. NOR MORE THAN 129 JJ 0 24" O.C. 8 "X6 "X16" CONC. BLOCKS, GROUT ALL CELLS SOLID IMBED 2" MIN. INTO FRESH CONCRETE 2' CONSTRUCT TERRACE EXTEND WIRE W.W.M. DRAIN PER Q) AND ENCASE IN ONE SACK SLURRY 20 END OF TERRACE DRAIN NTS WIDTH PER PLAN PROPOSED A.C. PA ViNG 2X I i — 3" 95X COMPACTED NA 77 V 0 3 AC PAVING OVER COMPACT NTS c l a a a a 6 a 4: 1 MAX _ _ _ b =PER PLAN _ 3.• 1 MA_X TO R/W I I H =1.5' 7' MIN - 24' MAX TOP VA1N NTS FINISHED GRADE PER PLAN TW 2 :1 MAX PER PLAN 18" PIPE L =PER PLAN h , < PER S.D. PLANS S=pER PLAN a - - - - - -- a 300 LB RIP -RAP CONSTRUCT HEADWALL PER 27" THICK CAL TRANS STD. D89 smON VIEW NTS HEADWALL DETAIL FOR GRASSED SW, APPR. Drawing: R: 254320 Fino/Groding Rough Ob£RALL 320 -PLN - RGP - 31593 - 002dwg Layout: J20 -PLN - RGP - 31593PH1 -002 Sared 4/20/2015 1 59 PM Plotted 4/22/2015 5:24 AM Br. Denny Hatar NA TURAL R GROUND AL 7ERNA TE WD TH A T STEEPER 6 " 1 ORIGINAL GROUND SURFACE W_36" - 6" , a , V 6 "X6 "- a FL ELEVA 77ON 1.4X1.4 W.W.M. SHOWN ON PLAN 15 INTERCEPTOR DRAIN NTS 14 GAL V. SUPPORT BARS 0 10" 0. C. CONCC, CHANNEL/ _ / V- DI TCH FLOW . I m 36" CONC. CHANNEL V -D/ TC PIPE F A REBAR O A WELD WASHERS TO " 0. C. (TYP ) REMOVE GRA 7E 2 TOTAL) PLAN 14 GAL V. BARS 0 4" 0. C. WELDED TO N. T.S. 14 SUPPORT BARS SLOPE FINISHED SURFACE FL IN B DOWNDRAIN 7ERRACE DRAIN DOWNDRAIN ANCHORS CONSTRUC7ED EVERY 10' IN WR77CAL HEIGHT AND AT TOP AND TOE OF DOWNDRAIN A IU K OiR DiETA/L NTS DOWNDRAIN ELEVA 77ON PER PLAN W Q 5 FL IN pQ= TERRACE N"K Ln DRAIN TRANSI TION 0 DOWN DRAIN FL IN DOWNDRAIN DOWNDRAIN —H 1 `-i ANCHOR i 10' >ROM 11 T CONSTRUCTION NOTES & QUANTITIESSLOPEVARIESfROM1:1 TO VERTICAL CONSTRUCT DOWN DRA /N/V -DI TCH PER DETAIL ON SHEET 2 FLOW . CONSTRUCT 6' TERRACE DRAIN PER DETAIL ON SHEET 2 i FLOW . . CONSTRUCT 12' TERRACE DRAIN PER DETAIL ON SHEET 2 4 4 CONSTRUCT CONCRETE SPANDREL 70 DOWN DRAIN 7RAN977ON PER DETAIL ON SHEET 2 SRI O°E I gRES qN n CONSTRUCT 715R RACE DRAM/ TO DOWN DIRANV TRAN971ON PER DETAIL ON SHEET 2 RnCgL CONSTRUCT 4" DECOMPOSED GRANITE ROAD PER DETAIL ON SHEET 2 Ted 7 CONSTRUCT ARCH CUL VERT - 91H X 32'W PER SEPARA IF PLAN COyCRE1F CONSTRUCT HEADWALL PER CAL TRANS STD. D90 PER SEPARA TE PLAN may cH NEL CL1R8 CONSTRUCT SPLASH WALL PER DETAIL ON SHEET 2 ST.ip jC j EET TRANSITION FROM V -DITCH f0 CONSTRUCT R.C.F.C. & W.C.D. C.B. 110 DROP INLET TO CONCRETE CHANNEL OR 11 CONSTRUCT IOVO'X1.5' RlP -RAP PER DETAIL ON SHEET 2 19 CURB OUTLET STRUCTURE N. T. S N. T. S 12 MASONRY RETAINING WALL TO BE CONSTRUCTED FOR ROUGH GRADING PER SEPARA TE PLAN AND PERMIT 13 MASONRY RETAINING WALL TO BE CONSTRUCTED FOR PRECISE GRADING PER SEPARATE PLAN AND PERMIT 36" 36" 14 CONSTRUCT 15' ACCESS ROAD, 3" A.C. PAVING OVER 95X COMPACTED NA77VE PER DETAIL ON SHEET 2 NTRANS REBAR 0 p/pE 6" 8 - O.C. (TYP.) 6" 15 CONSTRUCT INTERCEPTOR DRAIN PER DETAIL ON SHEET 28" DIA. PIPE 8 REBAR ® 16 CONSTRUCT CONCRETE CHANNEL/V -DITCH TO PIPE TRANSITION PER DETAIL ON SHEET 2 8" 0. C. (T1P.) NCFLOW PIPE 17 CONSTRUCT 0 TEMP QUALITY BASIN FLOW 18 CONSTRUCT RECTANGULAR CHANNEL PER DETAIL ON SHEET 2 s 4 REBAR ® 19 CONSTRUCT V -DITCH 70 RECTANGULAR CHANNEL 7RANSI7701V PER DETAIL ON SHEET 2 8" 0. C. (TYP.) SECTION 'A -A' 6" 5EC770N '$-B' 20 EXTEND WIRE MESH A T END OF TERRACE DRAIN PER DETAIL ON SHEET 2 N. T.S. N. TS. 21 CONSTRUCT 3" A. C. PAVING OVER 95X COMPACTED NA77W PER DETAIL ON SHEET 2 BETE CHANNEL / V -DITCH TO PIPE 22 CONSTRUCT HEADWALL PER DETAIL ON SHEET 2 N. TS. 23 CONSTRUCT 1 iTON RIP —RAP SLOPE PROTECTION INTH SCOUR DEPTH OF 12.5 FT. PER DETAIL ON SWEET 4 0-- CONSTRUCT 114 TON RIP-RAP SLOPE PROTECTION WITH SCOUR DEPTH OF 8 FT. PER DETAIL ON SHEET 4 25 CONSTRUCT 114 TON RIP -RAP SLOPE PR07EC7701V WITH SCOUR DEPTH OF 6 FT. PER DETAIL ON SHEET 4 SLOPE FINISHED SURFACE 6" 3' 6" 6" X 6 "- W. 4 X W. 4 A\ W. W. M.) 3" CLR. i TYP) k v a 4 BARS SEC"cw A-A NTS SEE NOTE BELOW FOR SPACING MINI SLOPE 1 FINISHED SURFACE FL IN 7FRRACE DRAIN ELEVATION PER PLAN) VARIES - FL INTERSECTION a N FL 8 -1 IN DOWNDRAIN DOWNDRAIN ANCHORS CONS7RUC7ED EVERY 10' IN VERTICAL HEIGHT AND N A T TOP AND TOE OF DOWNDRAIN NTS DA 7E THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WI7H THE APPROPR /A 7E. PREPARED B Y SEAL COND177ONS OF DEVELOPMENT AND /OR CITY AND STATE LAWS AND HAVE BEEN EI NEERIN C 357 N. SHER /DAN STREET FOUND ACCEPTABLE SUl1E 117 K (AND PLMNINC CORONA, CALIFORNIA 92880 TEL. (951) 279-1800 A RVEYNIK FAX (951) 279 -4380 2 4F _ (, Engineering, Inc. Cl lY ENGINEER RCE iL2l DATE CITY OF LAKE ELSINORE FA RR/ DDA R.C.E. NO. 65931 DA 7E Qo FG PER PLAN S,EVIiON A-A N7S NTS SECTION N75 DOWNDRAIN PER DETAIL 10' 3' MIN SHOWN HEREON IN SPLASH WALL ° 18" TALL SPLASH WALL RIP RAP 1/4 TON dsGRADA77ON DOWNDRAIN A a 1\ \ PER DETAIL SHOWN HEREON EXIS77NG LANDSCAPING RIP RAP 1/4 T0'V FIL TER FABRIC GRADA ON GEOTEXI7LE FABRICS) SSC7)iON VIEW P&W VIEW NTS NTS 11 RIP -RAP ENERGY DISSIPA TOR NTS AS BUILT" RCE EXP. DA TE REVIEWED BY- INSPECTOR DA TE SCALE- AS SHOWN BENCH MARK.• ELEVA 7701VS SHOWN HEREON ARE BASED ON RIVERS /DE COUNTY BENCH - DA TE. APRIL 2015 MARK NO. D 307 RECOVERED PER RECORDS ELEVA 77ON. 1423.258 (NA VD 88) MY OF LAKE ELSINME ROUGH GRADING PLAN fOR TRACT 31593 DETAILS & CONSTRUCTION NOTES SHEET NO. 2 OF - SHTS FILE NO. pro ".•: EXIS77NG LANDSCAPING RIP RAP 1/4 T0'V FIL TER FABRIC GRADA ON GEOTEXI7LE FABRICS) SSC7)iON VIEW P&W VIEW NTS NTS 11 RIP -RAP ENERGY DISSIPA TOR NTS AS BUILT" RCE EXP. DA TE REVIEWED BY- INSPECTOR DA TE SCALE- AS SHOWN BENCH MARK.• ELEVA 7701VS SHOWN HEREON ARE BASED ON RIVERS /DE COUNTY BENCH - DA TE. APRIL 2015 MARK NO. D 307 RECOVERED PER RECORDS ELEVA 77ON. 1423.258 (NA VD 88) MY OF LAKE ELSINME ROUGH GRADING PLAN fOR TRACT 31593 DETAILS & CONSTRUCTION NOTES SHEET NO. 2 OF - SHTS FILE NO. R/W jp 20' MAIN T. I R/W EASEMENT 340' 13' ACCESS PAD ROAD '- 2.09' r D SrST SLOPE \1f - , \, \:;; 2 pX ELSINORE V HILLS RD. R/W r R/W PAD 2. BOTTOM OF 4:1 \,\ BASIN PX, 122' 60 12' %1\ - a° 30' 30' a 6 X • \ '' 15' 10' 20' 20' 10' 15' SL PE MA/NTENAN ACCESS P, 3 \= ` PAD ELEV PAD ELEV q NTS STREET TO W. BASIN 15' 20' VARIES 20' 15' _ \ \\\ PER PLAN - Ao0. Q PER PLAN l q - B NTS 14' - 53, 6 6 1 MPX1\\ 2%MIIV 29 MIN. \ \, NATURAL ¢' 1 SZ SLOPE - GROUND " \ \ .,,\ \-, `\ Er \ BOTTOM OF BRA 4' 1 \ 1/ \\ \ „` \\ PAD ELEV PER PLAN F 4; Z' ' q 4 Q T r PAD ELEV PER PLAN VARIES 5' MIN. ACCESS PAD PAD ir'UP TO r ur,\\ r UP TO r , 2.09 YL/GHTIDA PAD 5 MAX ri /i / / ri /i uii / TC ELEV T TC ELEV 5 MAX HILLS RD. T W. BASIN 3 PER PLAN - ROUGH GRADE PER PLAN H 1 6, PAD \ NTS 1 H = 2' FOR STREETS W /STORM DRAIN) NA TURAL\ GROUND 60' R/W STREET SECTION S /DE YARD RETA/N/N WALLC DRSACK Of LOT DAYU N TS SLOPE A WWNTENAN f ACCESS P NTS LOCAL STREET ( LOT FR ONTAGE) NTS R 15.5 36' MAIN T. 6' i ACCESS ACCESS PAD 14' VARIES > 5 EARTHEN 124 4 18 VARIES VARIES SWALE 2X MIN. 17' - 22' 10'- 100' AC BERM E 2Z MIN. 22ZMIN. NA TURAL SLOPE - \%\IM711 \\-f,,\\\, 1 SLOP \ \ \ a R/W 50' R/W F J i 2 ACCESS MPX - 4. PAD 1 TO EARTHEN STREET ROUGH 4' \ \% ,\ „\, \ \ \:,, .,,,\7\ GROUND 1 0 15 25 25 15 a PAD 6 2. \%\,` OWN_ ;\\.; L r -, \ ,,, SWALE \\ 4: 1 SLOPE \ `1 a 2 PAD 2 \ '\`/ 1 \ GRADE i 4: 1 SLOPE\ SWALEEN PAD ELEV PER PLAN 3' 7' 18' 18' 7' 3' s' pe 'P.U.E. P.U.E.; PAD ELEV PER PLANPAD 1 \ 3r r, ' \= 1 o F I o 1rQ N PAD TO aff SLOPE STREET T SL CUT SEC17 N PAD ELEV qy q o q AF / r CO `' PAD ELEV SLOPE MAINTLNANCE ACCESS SLOPE MAINTENANCE ACCESS N NPE PER PLAN 9f A }' P ; Q ; PER PLANENTS T1P UP TO r, \ur,\ r, r ur, r = r/ / /,u / ,\ / /\,u / /,\ / UP TO R/W 5' MAX TC ELEV /r \\ui \\ur\\ \ r /i u i u i 16' / 5' MAX i 2' IF NOT NO7ED ON FG ELEV * m PE ,PLAN I PAD PER PLAN N ROUGH GRADE PER PLANPERPLAN H - PAD 1 I R/W PLAN, FG =PAD ELEV FG ELEV H = 2 FOR STREETS W /STORM DRAIN) GRADED PARK AREA PER PLAN* 2 Q _ Px• M 50' R/W STREET SECTIONL, \ \\, \ \.,,,,, 3, „- 2.09, ELSINORE SLO' 2 LOCAL C01-DE -SAC STREET (LOT FRONTAGE) y 1 1 \ \ \" X \ \ \ \;, _ HILLS RD. PAD TO GRADED AREA 15' P \ \ 1\ \ \ \\%, STREET ROUGH NTS G' NTS 6 \ \ \ \_ I PAD LIMIT PAD LIMIT SECTION CC NTS 2 2 - \= ' 2' I I R/W 80, R/W M X• R/W 15' PAD ELEV VARIES 40' 40' VARIES NATURAL 2 , \ \\ f PAD ELEVATION I I PAD ELEVATION PAD ELEVA77OIN i PER PLAN 16' 24' 24' 16' A ELEV PER PLAN GROUND PER PLAN PER PLAN PER PLAN I ' o PAD ELEVA 77ON r,\ r\ r,\ r `!l o I ', pq Q 1= p I_ ELSINORE HILLS RD. TO NATURAL OUND PER PLAN qy 9P. ff N TS h \\ p PAD LIMIT 1 \r \ \ \mv STREET ROUGH r R/W Z — I — i — — — i — i — - GRADE,r \\; SECTION D-DPADIN I 1 o r ur\\ 'C` /r\\` looA! F11CF /FT CLEANPAD COARSE GRAVEL \ 2 pgr\ - \ WITH DIA. U FUTURE CURB FACE R ri, /i uii / \ TC ELEV ` ' ' \ \u'`\ ' \ TC ELEV PER PLAN ROUGH GRADE4" ` o \~ STREET ROUGH COMPACT TO 9090 MINQ P' I PER PLAN H - 1 6' R py \ F PERF. PVC DRAIN \,mRADE, \ \ l PX \\ \\ \ \\ \\ C ® 1X PER BUILD. \\ r ...... " " ' \ V NTS RELA TI VE COMPA TIONI PAD ELEV ii- H = 2 FOR STREETS W /STORM DRAIN) ii PAD ELEV DEPT STD. A I PER PLAN - ii r Y RIW STREET SECTION ii _ PER PLAN Y //, ELSINORE 2.01%, \\ r r — \r PAD ELEVATION S 7 PER PLANHILLSRD. S YARD T STREF% ETN^Y WALLc ,\ • \ TEMP 1 FT. HIGH !' , EL CARACOL LANE & ATACAAM LANE BERM (TYP.) PER o DETAIL HEREON o r r ;v1 \ \,,,,,\ TRACT ENTRANCE) 2.1 SLOPE MAX. SIDf YARD TO STRfE1' RfTNN/ WALL i o 0 NTS l NTS R/W PAD ELEVA 7701V o PER PLAN BERM DETAIL 2.09 STREET ROUGH 9 PAD ELEVA7ION PER PLAN NTS 2' R/W 90 ' R/W 2, GRADE\ i VARIES 45' / 45' VARIES R W PX'- \ 2' / :1 - 2 SEC77 N A A PAD ELEV PER PLAN 10' 35' 35' 10' PAD ELEV PER PLANN FOR SIDEYARD GRADING WHERE PAD DIFFERENCE IS GREATER THAN 1.0' ELSINORE \r HILLS RD. 2.0y ,_ \ \r r\ MEET TO STREET GRAD /NCK I 9 pNTS ti IIJII oQ _ PAD TYPICAL LOT GRADING 7EMP 1 FT. HIGH W PER FUTURE PRECISE GRADING PLANS 6' -12' 2:1 \ , BERM (T 1P) PER o DETAIL HEREON o Q }1 r ur,\\ r _ _ / /u 0 0,0lgyF, PqP o P r/ /r \ur,\\ ON PAPER oQ \ TC ELEV / i r,\ \ TC ELEV L iOF PX' , \ VARIES SOME AREAS HAVE MORE PLAN Q P PER PLAN H - 16, ROUGH GRADE PER PLAN u 5' — 7' 2'\ = \ THAN ONE TERRACE DRAIN. 9 PAD ELEV PER PLAN ii H = 2 FOR STREETS W /STORM DRAIN) ii PAD ELEV PAD ELEVA 77ON r,\ r,\ rr\ r, iT R/W STREET SECTION ii PER PLAN PAD 1 \ \= \\ 12 PER PLAN \,;, _ 3' SECTION B-B ` — — ELSINORE HILLS ROAD N NTS PAD TO PAD GRADING OVER 30' NA 77JRAL GROUND NTS MARK REVISIONS APPR. DA 1E THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH 7HE APPROPRIATE CONDI77ONS OF DEVELOPMENT AND /OR CITY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE PREPARED BY El1K NEER /NAG 357 N. SHER /DAN STREET SU17F 117 K uMV PLANNING CORONA, CALIFORNIA 92880 TEL. (951) 279 -1800 S(JIeVMAC FAX (951) 279 -4380 Engineering, Inc. SEAL OQROFESS / pyq` h` ` 5 a ` N . 65931 rl RCE REVIEWED BY INSPECTOR AS BUILT' / EXP. DATE DATE GUY1 Of LME EI INORE SHEET N0. 3 OF 27 SHTS ROUGH GRADING MAN fOR TRACT 31593IZA' 9 _noA, e1lfMmJ RCE ft DATE CITY ENGINEER T -LL Zo /S sr Civic r lfOFCAl FO' SCALE- AS SHOWN BENCH MARK ELEVA77ONS SHOWN HEREON ARE BASED ON RIVERSIDE COUNTY BENCH - MARK N0. D 307 RECOVERED PER RECORDS. SEC%ONS FILE NO. DATE. APRIL 2015 CITY OF LAKE ELSINORE FARR /S N. HADDAD R.C.E. NO. 65931 DATE ELEVA 7701V 1423.258 (NA VD 88) n„WM,. A I75Ai9/IIC:n.IC...A:.... D..,...hln,.cOA /11 M/1 - O/IJ _ Oro T,Cni nni./..... ,_._.... »n n,u nnn rvcnvrui nnv r_.._. v /.n /nn.c n_.v.,., n•_.a_ ,innin...< n ... ., NA TURAL GROUND i MIN. PAD _ \` PL 5' i \ \ \` \ \ \- \_, \\ % \ f p III - 6 R/W 2' 1' CA - I —I2IBENCHI 0.5 M ST. S /M. -I I - IllW,l L ?.• \ \\ 1 _ \ — — 111 -11 1iPROJECT NATURAL \ , =Fir-= 1_11 1 11 _=_ 111 1 11 =1 I I I I— BOUNDARY —I 1 =_I 11 =1 11 =1 11 =1 I I ° GROUND I . \ Mm'' `'"- III —I' II— a II —I i _ _ 1' l lllllilllll lllll1lllll llllll IIIIIIII IIIII IIIII IIIIIIIIII I- 2% 27; \ Q PAD TO PRO ECT BOUNDARY FILL SLOPE Z ' J"' RA/NA CHANNEL NTS NTS DEOijlF COND177ON NTS PROPOSED GRADING LIMITS OF D/STRUBANCE PROJECT BOUNDARY \\ 100 YEAR FL0O0 WATER NA TURAL =\ TOP PER PLAN I SURFACE ELEVATION i GROUND , 6 I FUTURE PAD FUTURE PAD T 2' 2' TOE EXISTING I STREAM BED PAD 1 ,,,, r\ ,, , I CREEK FLOWL /NE FILTER- FABR /C GEOTFXTILE* RIP -RAP LAYER* \" \a \ 1: 1 BACK CUT R/W BACKING LAYER* BOTTOM NDIH* M" ST. \\' \ r NTS R PAD TO PRO BOUNDARY CUT SLOPE N 7S CONST NOTE RIP -RAP SIZE RIP -RAP LAYER THICKNESS METHOD OF PLACEMENT BO TTOM IND TH SCOUR DEPTH 2 BACKING LAYER CLASS NO. I BACKING LA YER THICKNESS I FIL TER - FABRIC TYPE I 23 1- TON 5.4 FT. B 12 FT 12.5 FT. 2 1.25 FT. B 24 114- TON 3.3 FT B 7.4 FT. 8 FT. 2 1.25 FT A 25 114- TON 3.3 FT. B 7.4 FT. 6 FT. 2 1.25 FT. A REF- 1. CAL TRANS HIGHWAY DESIGN MANUAL SECTION 870, TABLES 873.3B AND 873.3C 2. L.A. COUNTY HYDRAULICS MANUAL, LEVEE CRITERIA 23 24 25 S N - R/P -RAP SL PE PR N NTS SEE TABLE FOR SIZE AND LAYER THICKNESS NA TURAL GROUND NA TURAL GROUND 4: 1 SLOPE 4-1 SLOPE 10' 3:1 EARTHEN R NATURAL \ 2% 2% SWALE GROUND •3 1 \\ 2. 2% 77P 1 \ -,,,; -~„ - =\\ \• ?' \ % \ \ \ rte \.•;, ,;, \ \ % \ \- 10' 30' 10' EARTHEN SWALE W INTERIM EARTHEN CHANNEL NTS i S AC SS R AD NTS NATURAL NATURAL GROUND GROUND 20' 4' 4' \, 20' I 1 \\ VARIES\ / AC BERM PAD 20 c \ \\\ \ oC) r \ NA TURAL GROUND PAD GRADE PER PLAN 20' i T ACCESS ROAD X AC N ROAD Y ACCESS ROAD NTS NTS MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY. SEAL "AS BUIL% CITY Of LAKE EL51NORE SHEET NO. CONDITIONS OF DEVELOPMENT AND /OR CITY AND STATE LAWS AND HAVE BEEN f/1/1//1 i 357 N. SHER /DAN STREET pFESS /py 4 FOUND ACCEPTABLE SUITE 117 o e N. qt RCE EXP. DA TE K PLMNIMC CORONA, CALIFORNIA 92880 ' S yqo y ROUGH GRADING PLANoREVIEWEDB>' p TEL. (951) 279 -1800 9a 7cI % FAX (951) 279 -4380 N .65931 M fOR TRACT 31593 49 -r .1 Engineering, Inc. * * INSPECTOR DATE OF 27 SH IS srq C10. r SCALE- AS SHOWN BENCH MARK. ELEVATIONS SHOWN HEREON r ARE BASED ON RIVERSIDE COUNTY BENCH FILE N0. tWCwy WA ,R CE DATE FOF CAS \FO CITY ENGINEER 2L S DATE APRIL 2015 MARK N0. D 307 RECOVERED PER RECORDS . SKMONS CITY OF LAKE ELSINORE FAR DDA6 R.C.E. NO. 65931 DA TE ELEVA 71ON.• 1423.258 (NA VD 88) Drawing. R: 254320 \Find \Gra67g Rough \OWRALL \320 - PLN - RGP - 31593 - 004.dwg Layout: 320 - PLN - RGP - 31593P41 - 004 Saved 412112015 3.08 PM Plotted: 412212015 5:25 AM By. Denny Norton SEE SHEET NO. 19 J i 0 C"' "_._._ 7 C.._._ _ © - C1 -- -c C.._'.7 s- C......'_.'7 .'_'.' _ _ _['_/'`.'. t'"'_1 _ f-""', L_'! '7 _ C"_7 lZ e - / / \C_ `.,, `V J- 'may -Ji=. _ - - l \ v -= '1 i \ <o r . 1422.39 Tc 657.50 \N89 48 37 W r \ / j11 / tom, / ". °. ' 14 _ o Nj 1 57.0 / r ( h . h / 2 ' mss. 9 i ~ ' / / \ ° _ 1» 1 LOT G \ / J 24-1 _ tS e - IQ4, ° 1430`• P= 1450.0 / 1 1435 t- 1 4S 144 G / 00 \ \,, 3 `' `' J '5 FG / l - - -- - - - -- - o /" 25 57.92 60.03 60.00 160r14' ` 1• o \ L- 4832J P= 1449.4 14 ' \\ ' V P =- 1448.8 Itvr \ \\ 1.,` O 28=1K ° f.9 / -- / / 1 14 J J 3 J 1447.5/ - P= X448.3 P= 144 7.7 Q3r-- / / '" l 2 a^ / /,'20. >> • s, ' a ____ _ - - - P- 1447.4 - .. -, fo 14 c 1 / 1 - LI) > 13 5 /' F REBA S c 1593 G -- i / D PL S J l 000 e // //' 1hhF;' / I / / : - / \- - ' , t L= 55.90' 22.50' l l 60.00' r 20.01' -\ 240.04' 60.07 G I O I / i \ j - 144 42 05' , L 12 DR 61 I.44 VE Ck G G PAD 00 _ t^ t.) v . b^ho LIMIT" \\ j ( 07 I P= 1450.0 =6p 0 r // • I I I 1 p 22''- p \ -% g L= 20.10' 9.91'_ 1i 2 1 1 62.60 p % 11 D / / Nc / P= 1449.5 115' ACCESS R0 1 ( t I / `I ,h ^ o i / r c P= 1449.3 Sds , - P- 1448.7 - QP rr I _' / ^ P=--1448.51 ` 7Vr 7 0 77 - i 144 .27TW ! i 6q >1,\ 6000, 5 /1EL7] I I ,r 1447.93 TF 0 O 0 60 49 SEE STORM 15' AC SS ROAD- -- ° _cam m Ih ___ / 3 44527 IF / 7 60O j, n RAIN PLANS I ^ If I 2 / a ° / 66.29 \77.60" a d• I a ' I P,- 4449.0 X60.0, L _ , 14 F > / i J / I I P= 144-9:0111 tt` ,• ji - FG S _ \ J I 1 I P= 1448,5 / 1,12-1Ie ° 0 _/ / 3g9 90 I 1449.2 TW _t -- - :° - 1 37 - , FL l 1447.27 IF 14, - a , 9.31 ' \ / / co / q c n G 15' A E ROAD - - -, l / i y1 /l I 1 I cr 4.60. G - \ ` / P= - 1447.2 0 - 7,,> -1 ' 16 -1 Q // \ e i LO P= 1446.9 , o _ - /° _ 0 P- 1446.11 / P- 1446.4 e -_ 7 I I 47. , I v 44 w i 0.13 0.00 ` / _ - - _ - LIMIT6.82 , L PAD CONSTRUCT /ON NOTES - prk. tG 58 01 ' 1 L =42. 17.83' B CONSTRUCT 1 TON RIP-RAP SLOPE PR07ECnON WITH SCOUR RER.q s - .. pOf - CONSTRUCT DOWN DRAIN /V -DITCH PER DETAIL ON SHEET 2 23 ' r -1420 . ' w ' . F--' -- - DEPTH OF 12.5 FT. PER DETAIL ON SHEET 4 h c `sue, s / u CONSTRUCT 6' TERRACE DRAIN PER DETAIL ON SHEET 2 4 CONSTRUCT 114 TON RIP -RAP SLOPE PROTECTION WITH SCOUR _ Gcl I ° / 5 ( G' ' o'' G DRI VT 13_ `. _. p`1G ° SEE SHEET NO. 7 14Q6q 3a- CONSTRUCT 12' TERRACE DRAIN PER DETAIL ON SHEET 2 DEPTH OF 8 FT. PER DETAIL ON SHEET 4 o 5 1 5 jci X51, -5vU' kv _ 25 CONSTRUCT 1 4 TON RIP -RAP SLOPE PROTEC770N WITH SCOUR CONSTRUCT CONCRETE SPANDREL TO DOWN DRAIN ]RANSl T10N DEPTH OF 6 FT PER DETAIL ON SHEET 4 - - G " o- - - '.\ J/ PER DETAIL ON SHEET 2 CONSTRUCT TERRACE DRAIN TO DOWN DRAIN 7RANS177ON PER DETAIL ON SHEET 2 CONSTRU SHEET 2 CT 4" DECOMPOSED GRANITE ROAD PER DETAIL ON 11 CONSTRUCT 10'X10'X1.5' RlP -RAP PER DETAIL ON SHEET 2 12 MASONRY RETAINING WALL TO BE CONS77?UC7ED FOR ROUGH GRADING PER SEPARATE PLAN AND PERMIT 14 CONSTRUCT 15' ACCESS ROAD, 3" A. C. PAVING OVER 959. COMPACTED NA 77 VE PER DETAIL ON SHEET 2 SCALE. I"=40' 15 CONSTRUCT INTERCEPTOR DRAIN PER DETAIL ON SHEET 2 9 0 80 120 160 MARK REV /S/ONS APPR. DATE PREPARED BY• SEAL Drawing R: 254320 THESE PLANS HA VE BEEN REVIEWED FOR COMPLIANCE KITH THE APPROPR /A TE COND /77ONS OF DEVELOPMENT AND /OR CITY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE KEN_9tLKAYLNA__ RCE $W ;W DA TE CITY ENGINEER CITY OF LAKE ELSINORE Rough OVFRALL J20 - PLN - RGP - J159J - OUS.dwg Layout: J2J - PLN - RGP - 31593 - 005 Saved. 412012015 253 PM Plotted 412212015 5:27 AM BY Denny Horton ENGINEERING 357 N. SHER /DAN STREET j SUITE 117 LAND PLANNING CORONA, CALIFORNIA 92880 IJ 1 TEL. (951) 279 -1800 SURVEYING FAX (951) 279 -4380 Engineering, Inc. FARRI R. C.E. NO. 65931 DA TE rn 65931 rrgl CM\_ OF W_\F AS BUILT" RCE EXP. DA TE REVIEWED B K INSPECTOR DA TE SCALE. AS SHOWN BENCH MARK.- ELEVATIONS SHOWN HEREON ARE BASED ON RIVERSIDE COUNTY BENCH- DATE. APRIL 2015 MARK NO. D 307 RECOVERED PER RECORDS ELEVA T /ON.• 1423.258 (NA VD 88) CITY Of LAKE ELSINORE ROUGH GRADING PLAN FOR TRACT 31593 SHEET NO. 5 OF 27 SHTS FILE NO. v1- us r d e j 1395 52339 5 , SEE SHEET NO. 19 14 ° 1,3 co 1410- 00F n - - ` \` . Gj •N •sue. 1415 / 5 MIN 14 2 0 f N '\ J . 11Z 23.41 / - 60.83 ° 1425 f 1 \ " a' p• 6, 19 l / P 1467.5 2 lL 0 / l 1430 .0 V2 P= 1467.5 ° e ms _ems I I \ P O l 1 ` e 5- \ 1 - 3 6 DARYJEC BON P= ,1464.6S APN 3 7350 -002 2- 7 O`l h -_ . I I - P =- 9463.6 I 10 - I ;. `r " . TRACT 31593-1 J ( 6g . I - - - j _ `t 7 3 4 \ cn y \ _ 657.50 - \ N89 48 37 WUNII \ \ ( A o - , ! I 1' P= 1466.7 \ c°r I 0 , II 1 I I ,40 / P_ - 1462.6 - _ 0 3 1 / P i I 1 3 0 \i o - I I = P=1461 / L =25.00 2s \ a __ \ 4'I \ 391 $ I3S1 SEE SD- PL fNS - - x'11. 10P= 1459.8 LINE A _ _ -30 0 37- P= 1458.9 _ _ _ - .9 i _60.00 - ---_ oh V " , '' • \ \A i e \ o - I I P= 1456.0 / _ PA - - 62.72 / - - -> 62 . \ \ ` t 4 1466.50 1 \ 51 _ - _ j _ _ _ 23 - R P= 1467.5 FL HP \ g - \ 5 / , - ., '• G ORIVt 20 66' \ - \ \ ' - / __ - -- - , X60.00' / e \ jc 48.98 4, e / f \ l' o ' o 51.0 1 9 , \ \ 0.0 Z F \\ \ h `ss9 20 _ - 00' \ - C'n - \ 147 \ ACCESS o\ 37 c _ T > 60. FG mt, _ 51' x. _- \\ . x'61 ` I s' ./ hh•'G -S \ '\54 i P- 1469.2 y \ \ \ \ v\ 331 P= 14521 F 32"7 'w = 30 L 1 \ P= 1465.2 • 20 \ \ ,, F 50 - 01 - I _46 -1 ° P= ,1464.2 i \ \ P= 451.1 \ \ G I L___ - - -- ° 2 \ \ +' 16 \ , \50.78 `L - I I / o o \ \ \ c ° 4 \ N P= 1448.3 \ \ 1, /MIj Sa ~ L \ x, 1484 \ - PAD LIMIT G Q 25 \ 1 T \ 491 o P, 1460.4 I I ~ `° G \ \ 1r - E ° \ P= X1459.4 \ ` 49' 50- . I I I I G 3 p0, \ P= 1455.7 _ - n1 - I 315931 _ _ 05.08 \ \ 155- 1 ITRA - ° _ - 25' , " 1 315g3 \\ 4 9.63 `_ 1 1 zW 7C 6 2.78 Cf 1 I h 0 v i \ P- ,1454.7 _ - _ - 6 G\ , T G \ TC 1 / 1 0 \ J ,30 3 s - 65,60' 5 - 69.25 \ -116 -4 \ °' - \ 1 IGR 0 1 \ j \_ _ _ - ! 00 93.3 _ _ 1 -4 N 10 _ CC FC o$% 52 -1 - \7 5 - so. os TRACT 315 r' \ . =\ \ P =1472. o \\ \ I ° oCOJ1P= 1473.2 Z I C o n I t G - G j P= 14525 \ 85.69' S 1A 0 ° 1 4' EXPOSED WALL - \ - - - V_ o, ' P P 1 I `" c' -1c} i II 73 0 -- 103.42' 36 ,_ P= cn 145.00 / zo,) Lo 5. - L 1451.5 U, \9 I I 1k43 - 42 , - I 4 4 x_33 3 I o _ I N / Q 1111,54 I Q l 424 -1 - 605 ii \ \ P= 1459.4 -_ o I I r P -` 1464.4 _ I I V -•4 I h i lI / P- 1475.4 I1[k PAD LIMIT o w _ I i / P= 1475.7 r1P= 1450.5 y \ \ \`°- -I - \, i \ 1 ;` I I P= 1467.0 r l I e 55 -1 \ i 653; % 1 ____ 102.0 '< . I I I ___._/, - - -I I ! 1 C1 , I R1 -1 P - 7452.5 I LIM11 - \ h /- t L - - I \ / ° -• I 6 O2 00 L 56 P= 1448.7 \ ii ti I -I, -+ 0 P= 1448.1 0 \ ! , h C 7C 7v al I 'mss I P P I I 1 .5 , / oo' 0-1 \ 32-3 ° I o i 50. s° . 5.49 ti v, I 1• \ 116.00 - U 9' i o _ - I ° o` t I _ -_ , 809 - 1g63' 1463.6 \ 1 0 f 11 -4 I I \ \ P- X459.9 I - v G I \ GN 89, ` ,23.65' 1 TC \\ \ I ` O oa P= 1478.1 I ( 1 0° I - F M 27. _ ¢ n _ 9 4 Q , A 6 I I20S or I \ \ ' UL- \ - - I P= 1478.4 I i 5 __ % HOP INS T e _ _ --I I, - lot I i+J I I ' Oo cp' 1 _ -_ 4 6' O Y' ' , tx f SEE SD PUNS i a 0• ` cn - s I - -.. \ \ _ 1. G - a I I\ } c - T .6 , 9 3\ \ 102 00 1 _- LINE A -9 10 - 4.16 0 G LOUR- ' t - 7 G - - - ---_ _i P- 1466.0 s r I h \ _ \ \ I \ 1 138. DO' SEE SD PLANS '_}- I W I o - \ v d I o I I - LllVE 0 31,3 r1 0 / ho° - \\ 0 173-4 o \ G I ` 1 I I . C t I G / i q "10 _ o f I ti - ! I• o P= 1460.6 I s • 27.89 GL =23.65 =8.09 ' i - \ P= 1480.8 n I ` ` o I 1 - 0 4 - I co 102.00_ 1 `L / __ -/ N >. - I X- PAO 2.• 1 I V 02 00' CONSTRUCTION NOTES I 1 ,- - 1 CONSTRUCT DOWN DRAINIV-DITCH PER DETAIL ON SHEET 2 I I ° 30 -3 j o 43 3 I I / / LfO - ! ! '\ \ h yg \ 1` 124.44 I P= 1460.8 I o_ 14 P= 14624 / 42 " 112 -4 G ' I i 41 -3 __ P- 1465.9 F / l Y 2 CONSTRUCT 6' TERRACE DRAIN PER DETAIL ON SHEET 2 ° I I \ I ,/ Q I I °. P= - \ ! ^ h `DI P= 1483.5 j \ 15CC 11 -`t P= 1465.1 v` \ \^ I te, I I I \ _ n 1, P= 1483.9CONSTRUCTSPLASHWALLPERDETAILONSHEET2 c0 sr 1 I NCO O 11 CONSTRUCT 10'X10'X1.5' RIP -RAP PER DETAIL ON SHEET 2 I I J I '_ - ' -_ j 13 MASONRY RETAINING WALL TO BE CONSTRUCTED FOR PRECISE GRADING P SE RATE / I 6 _ PLAN AND PERMIT i - I ` (- o , 1 I L 15 CONSTRUCT INTERCEPTOR DRAT / ---_I ° 1 \ cnNPERDETAILONSHEET2Z ° off_ P=__1 461.6 01 ' I , J o SEE SHEET NO. 9 SEE SHEET NO. S SCALE. 1"=40' m 0 40 80 120 160MARKREVISIONSAPPR. DA TE 1HESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPR /A TE PREPARED BY SEAL "AS BU/L r CONDITIONS OF DEVELOPMENT AND/OR C/TY AND STATE LAWS AND HAVE BEEN ENGINEERING 357 N. SHERIDAN STREET CITY OF LAKE ELSINORE SHEET NO. FOUND ACCEPTABLE [1 j SUITE 117 o QROFNSS RCE EXP. DA TELANDPLANNINGCORONA, CALIFORNIA 92880 `S 4oa , REVIEWED BY. ROUGH GRADING PLAN 6 u TEL. (951) 279 -1800 -70 2 iii:,111600 SURVEYING FAX (951) 279 -4380 N .65931 FOR TRACT 31593 OF 27 SHTS 1/ S Engineering, Inc. INSPECTOR DATE Civic- * SCALE- AS SHOWN BENCH MARK: ELEVA TIONS SHOWN HEREON CI GL ER RCE ZSL+ DA TE 9TF OF CA ARE BASED ON RIVERSIDE COUNTY BENCH- FILE NO. CITY ENGINEER DATE. APRIL 2015 MARK NO. D 307 RECOVERED PER RECORDS CITY OF LAKE ELSINORE FARRIS 7-TrADDI R.C.E. NO. 65931 DA TE ELEVA 770N.• 1423.258 (NA VD 88) Drawing- R. 12543201Pinal1,0rading Rough OWRALL II320 - PLN - RCP - 31593 - 006 dwg Layout: 320 - PLN - RCP - 31593 - 006 Soved. 412012015 10 16 AM Plotted: 412212015 5:30 AM By Denny Horton T/ ZZ SEE SHEET NO. 7 s 1 J SEE SHEET NO., 6 \ -- 12 :18 \\ i f G 14ss, \> LOT A 6.32 CL 14 45 \ Gj' " I rn - - - ---- - -' 1 W 3102-00 ) xc - FP=7 1469. 14 .2 PARK I 47— I 1P - 0) -, 4e 7 P= 146 945' L 015. 102-OU PAD Ow 14 5.84 9.194\ v6ffizN, 00 2.Zv, '48-3 X25 \) /; — I _— 4 b5 -- 26-,3 1, -4h, 3c tGRA P= 146J. 7 UR JP= 14 1505— 5.00% 10 A- N WA R LINE L 36-09 35 1\7 026j __.'_ n T EA SVMEN T PLANS LINE A -9 0 7 i / elf. I EAEM_E T - 6' - I 66 t9w3L 1464.831E P= 1TZ j 455 I P- N640 50- 5 P= 146 1 PZ"47ANS0'- LINE A- 64 A 4q 1 ` I \ 5 - -__- i i 'o Z J eo A 1-1 VL CUWENT144 141 5 FL L/ 9 25 23-3 4 9 X f 43 I C14: 51-2 2 I P= 1449.6j 00 2z X91 7 T -3 v1120 'SEE SHEET N O. 9 A 213 r 7 1454 Tc Ile AQ 3-2 .0 9 or P= 1495. j • 1 \ 1 / h 1435_/ // / 1440 N, Tc 1445 Z, 914,P 1461., \ by \ \ / - / P= 14876 14QR Q z Tc j 4R7 1460 = / C, A4, 1"0 6 SCALE: 1"-40' - - \ = 1 \, I k ,. ti X 0 40 80 120 160 X 4 7 5 IV 5 Z' 149 1480 \ , 1 ` \ \ \ /' / ` / / ii % CONSTRUCTION NO 25 148' CONSTRUCT DOW DRAIN/V- -DITCH PER DETAIL ON SHEET 2 J-j -69 N, CaVSTRUCT 6' TERRACE DRAIN PER DETAIL ON SHEET 2 P P= .6 INV CONSTRUCT TERRACE DRAIN TO DOW DRAIN TRANSITION N f PER DETAIL ON SHEET 2 h \ \ `-__ \ \ \ `\ / 9 / ,/ / i 5 p \ CONSTRUCT SPLASH WALL PER DETAIL ON SHEET 2 a `- / , / / 1505 , 10 - CONSTRUCT R.CFC. & W.C.D. C.B. 110 DROP INLET i MASONRY RETAINING WALL TO BE CaVS7RUC7E0 FOR ROUGH SHEET NO., 10 SEE SHEET NO. 11 151 —\ \ \ GRADING PER SEPARA TF PLAN AND PERMIT \1 - MASONRY RETAINING WALL TO BE CaVS7RUC7E0 FOR Z' p \\ \ -- ___ I / / ' / ; % / \ PRECISE GRADING PER SEPARATE PLAN AND PERMIT - ----- z 0 - - - \ i ' / / 155 MARK REVISIONS APPR. DA 7E THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE W7H 7HE APPROPRIA TE PREPARED BY SEAL "AS BUIL SHEET NO. A 7E LAWS AND HAVE BEEN DVGAMING 357 N. SHERIDAN STREETCOIVD177ONSOFDEVELOPMENTAND /OR CITY AND ST FESS/1 Cfff OF LAKE ELSINORE FOUND ACCEPTABLE SUITE 117 Ici I? N. RCE EXP. DA 7E 8PLMIVNCCORONACALIFORNIA92880s TEL. (951) 279-1800 0 0 rn REVIEWED BY- ROUGH GRADING MAN AN VMAC FAX (951) 279-4380 65931 m Engineering, Inc INSPECTOR DA TE fOR TRACT 31593 OF 27 SH TSr C10. - SCALE. AS SHOW I BENCH MARK ELEVATIONS SHOW HEREON FILE NO. W&EMIL111M p -& CITY ENGINEER CITY OF LAKE ELSINORE FA; -1 1A R =CE NO. 659-31 !(-ZID:A TE Drawing: R- 254320 Fin&Grodh7g Rough 01CRALL X320 - PLN - Rep - 31593 - 008.dwg Layout 320 - PLN - PGP - 31593OH1 - 006 Saved 412012015 10:23 AM Plotted: 412212015 5 33 AM By Denny Horton DATE. • APRIL 2015 AITL VA,>LU ON RIVERSIDE COUNTY BENCH- MARK NO. D 307 RECOVERED PER RECORDS. ELEVA 77ON 1423.258 (NA VD 88) MARK Drawing R 5EE 5HEET NO. 6 @-- CONS7RUCT RECTANGULAR CHANNEEL PER DETAIL 0N SHEET 2 CONSMUCT 7ERRACE DRAIN TO DOW DRAIN 7RAN51770N PER DETAIL ON CONS7RUCT V–DITCH TO RECTANGULAR CHANNEL 7RAN-97ION PER DETAIL ON 14 141 1 4. PLASH WALL PER DEWL ON SHEET 2 CONS7RUCT 10'XlO'Xl.5' RIP–RAP PER DETAIL ON SHEET 2 103.1 15- 0 781 Cr FL SCALE. 0 40 80 120 160 FL —14 71 NON bvP= 1487 cc 9 lao CIV, IQ 1425 148-9.7 ilm C) ! / / z 1440 Qt 14 4 5 P= 1491. 1460 LO —1465 1489.01 0 P= 1497 1T EE 5HEET NO., 8 1p=11500.yjl / 45 b' 520- SD PLANS LINE olI A" 115 74 Ir MASONRY RETAINING WALL TO BE C0NS7RUC7ED FOR ROUGH GRADING PER D— CCNS7RUCT DOW DRAINIV—DITCH PER DETAIL ON SHEET 2 MASONRY RETAIAVNG WALL 70 BE CGNS7RUC7ED FOR PRECISE GRADING PLER SEPARA IE PLAN AND PERMIT COfVS`7RUC`T 6' IERRACE DRAIN PER DETAIL ON &VEET 2 CONS7RUCT IN7EROEPTOR DRAW PER DETAIL ON -WEET 2 @-- CONS7RUCT RECTANGULAR CHANNEEL PER DETAIL 0N SHEET 2 CONSMUCT 7ERRACE DRAIN TO DOW DRAIN 7RAN51770N PER DETAIL ON CONS7RUCT V–DITCH TO RECTANGULAR CHANNEL 7RAN-97ION PER DETAIL ON 14 141 1 4. PLASH WALL PER DEWL ON SHEET 2 CONS7RUCT 10'XlO'Xl.5' RIP–RAP PER DETAIL ON SHEET 2 103.1 15- 0 781 Cr FL SCALE. 0 40 80 120 160 FL —14 71 NON bvP= 1487 cc 9 lao CIV, IQ 1425 148-9.7 ilm C) ! / / z 1440 Qt 14 4 5 P= 1491. 1460 LO —1465 1489.01 0 P= 1497 1T EE 5HEET NO., 8 1p=11500.yjl / 45 b' 520- SD PLANS LINE olI A" 115 74 Ir 1440 CD -------------- j \ \ /\ \ \ / 4 S ' /l / ' j / j / ' \\ \ \\ \ 11 CO Lr) a, 4 45 3 _. tCD 350 , : - _- 14 5 0 5EE 5HEET NO.. 7 SEE SHEET N 8 11 v 1 CD 1455 r — L / / ,\ CD 1460 14 7 0 14 75 x 4 Z' 1470 90 1474J 1474. 90 4 8 Z 481- NQ10 490 - 148 I I T ' -\ f o' / i / aa' j ' 149 4 14 9 111b_ P= 148"1 ------ FG 15OL. 0 0 J _ \ 1 -` --`' . ' 125 G 1 \/ , i 1 __, `\ 1 UU. 5 '/ / % ti a " _ \1, , ` ' i 1 ` O / \; 14 F '/ y FL HP / .12 \ \\ P= 14 0.3 I o 1 4 5 _ 1 \ ? q -- -,,`- \ - \ GG I / ; - I yl _-- \ `so I- - _; -' 6, 9 Qo '" _ \,,\ -,, l4Q7,1509 i - 13-3 P= 1518.0IIi G N ^I\ \\ F - - - , -- — \ 94' V 1 6.7 ,9 l - - _ _ — — y 91 1560 \ \ 62-2) 1495.31 C_ NQ5 zu v P= bc J 61-2 ^j -L-i a _ P= 15C 1 1 ^ ^ E SHEET NO. bi 105.31' 5E ch3 07 '56 P= 1524.9 X 1 - / I 00 P=-4506.4,, ------- ----- 5 60-2 Lp-s wo. 5 I --- --- 1 8Ih%, 1---- r_ 'x" \ ,\ _ A Ka 1: 1 1 1 __ - ____ 1E J3 = - = / 41 '5 X 4 120.22' 6y IbO 14 15 t5i c ig 59-2 i5ji. P= 1511. 11 1; r 1520 bo '6:5 - -- I I -- - I / \\ C) 1525 _j lu U153IZU56 9-3 153C I y U CONSTRUCTION __ 1535 _54 - 1565' I Iq 1540 Of 21 - 2 1 13 2 77 CONSTRUCT DOW DRAIN/V-DIrCH PER DETAIL ON SHEET 2 Az. 15 151J. 71 JP4 1$12.2 -------- - CONSTRUCT 6' TERRACE DRAIN PER DETAIL ON SHEET 23 / G vp 1A I— 1545— - 14 1 ; i ilN 11 1 : l ( / Q- CONSTRUCT 12" TERRACE DRAIN PER DETAIL ON SWEET 2 1550 011 '7 \-' - ; - i 09 CONSTRUCT TERRACE DRAIN TO DOW DRAIN 77?ANS177ON PER DETAIL P11 ON SHEET 2 CONSTRUCT SPLASH WALL PER DETAIL ON SHEET 2 57 - 4.6 CONSTRUCT 10VOXIS RIP-RAP PER DETAIL ON SHEET 2151 ( P=O 514.41 1! \L CG MASONRY RETAINING WALL TO BE CONSTRUCTED FOR ROUGH GRADING PER SEPARA TF PLAN AND PERMIT MASONRY RETAINING WALL TO BE CONSTRUCTED FOR PRECISE GRADING 2 c-, 6• ' PER SEPARA TF PLAN AND PERMIT G Q9 _ CONSTRUCT V-DITCH TO RECTANGULAR CHANNEL TRANSITION PER DETAIL ON 5HEET 2 J , c `i "4i , J56m2 1 _j U, 7 4 ro Nb 0 - \ \ \ - _ ? ~ ` / I 5 5, 2 2 0 YO 7 SEE SHEET NO. IL SIO _—_— \- _ 5 J SEE SHEET 14NO. 1311-I` o G I __- _j s 54Llaaa \ \1\ 1, _-__ //' I " I " I I " I 1 11 " /// , X/ 1500 Q) 1535 1495 14 0 Z SCALE: 1"--40' 0 40 120 160 MARK REVISIONS APPR. DA 7F THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH 7HE APPROPRIA 7F PREPARED BY & VNE&JNG J57 N. SHERIDAN STREET SEAL OAS BUILT' MY OF X80// E ELSINORE SHEET NO. CONDI 77ONS OF DEVELOPMENT AND /OR CITY AND STATE LAWS AND HAVE BEEN SUITE 117 FESS/1 10c- N. RCE EXP. DA 7E FOUND ACCEPTABLE L4 W PLMNINC CORONA, CALIFORNIA 92880 REVIEWED BY ROUGH GRADING PLAN TEL. (951) 279-1800 p Z0 rn SIRVMNC FAX (951) 279-4380 Uj 659 1 m FOR TRACT 31593 OF27SH TSUm INSPECTOR DA 7E 9 — —Engineering, Inc. k SCALE- AS SHOW BENCHMARK. • ELEVA 7701VS SHOW HEREON FILE NO. 111VI ARE BASED ON RIVERSIDE COUNTY BENCH - CI MAM WA , RCE 4 It DATE OF CA MARK NO. D 307 RECOVERED PER RECORDS Of TY ENGINEER fe, cols DATE. • APRIL 2015 CITY OF LAKE ELSINORE FA HADDAD,,-- R.C.E. NO. 65931 DA TE ELEVA 7701V 1423.258 (NA V9 88) Rough OWRALL X320 - PLN - RGP - 31593 - 010. dwg Layout 320 - PLN - RGP - 31593PH1 - 010 Saved: 314912015 10.46 AM Plotted: 412212015 5.37 AM By Denny Horton I SEE SHEET NO. 8 -------SEE. SHEET NO. 9D-- CONS7RUCT DOW DRAINIV-DITCH PER DETAIL ON SHEET 2 / / CONSIRUCT 6' TERRACE DRAIN PER DETAIL ON 5WEET 2 CONSIRUCT 7ERRACE DRAIN TO DOW DRAIN IRAN977ON PER DETAIL 1465 1485 TC CONSTRUCT _WLASH WALL PER DETAIL ON SHEET 2 Q) 497. CONSTRUCT R.C.FC, & WC.D. C.B. 110 DROP INLET 4 6. 11 7.0 1500 ILI nn 1505.2 96-4 0 40 80 120 160 Ac 0 T -4 SHEET NO. 12 10 555 2 1560 > SHEET NO., 10 10 16,30 p 61,5 l63O---- l635—'-- Ju8O ' - 15 4-, ZZ, 115ft 5HttT'N0* -13 \5EE 5HEET NO. 14 5EE 5HEET NO. 15 MARK REWS(aVS APPR. DA 7E 7HESE PLANS HAVE BEEN REWE14ED FOR COMPLIANCE W TH THE APPROPRIA 7E PREPARED B Y- DVGAMINC J57 N. SHERIDAN STREET SEAL "AS BUIL 7- C17Y OF WE ELANORE SHEET NO. FOUND ACCEPTABLE N RCE EXP. DA TE Engineering, Inc. ; v INSPECTOR DA 7E fOR TRACT31593 OF 27 _,w Ts CIVIx- SCALE- AS SHOW BENCHMARK. ELEVA 77ONS SHOW HEREON FILE NO. CITY ENQNEER MARK NO. D J07 REC%ERED PER RECORDS. CITY OF LAKE ELSINORE FARRIS-77TA-PILN D R.C.E NO. 6501 DA 7F ELEVA 770N. 1423.258 (NA VD 88) PLw - mr- 3159J- m,dwg mr" oo - mw - mp - 31593PH/ - Olt Saved z11e12015 10.50 AM x*md 412212015 5. 39 *v By Oenny Horton SEE SHEET NO. 9 f S \ —150 , , S —_ — -- i 7 x-14 5 5 x \ \\ 1 ` \ ' i \ 4 :3 5 4 \ J- c' \ \ \ \ / / 90-- 46 _____ ES 5' k440- 1 AQ S\- jj \ \ , `,% -- 4 4 ro 1465 is 1 V - - - - -- - / __1470 1330 146" //X 4 1533. 0 64' 1 P= 1519.21 U.V— 4C14'dZ) 48 _ Iv 2744 4 51490 ,, - I _ - - - - -- -4 \ , ah \ .- 4J -4 1485 I--- - 50151N, 13155— 148C f, - 490 F SD PLAN 14c)-, 0 C,5 60 . 6 10c 49-4 05 P= 1529. 82.04' 3`P \4 URTcIP= 539. 1 \ •, - -. i011;e IC 7 KP= 15 ?,9rn 49 ,- n 5 1 \ / \ 3` =6p. L Z 0 0 \ , o / 1 \ \ 7' -L-= W. - 67 -, L 6.01 79 SL OPE AC V 520.7f -\ ' - ? 535 -_ \ \ =' _ - X _ - - -- -- 5 I 10-4, P= i 15<- 2 l \ / \ \ P 1529.4 cid 3C 52 4,) 2-17.71 P= 152A 7[ 15 ILAZ-A 07 0% cd-4 FG .h \ 1 1 • \ 1 ' / r / // l i Ak 9 _-4 121 4 00 h _ r Lr) c) i i / Ln 2/5 2 C) SEE SHEET NO. 11\ - - -- -- - - - -- __ - Qom- - \ \ 2. 45p i ,r ' hh ' 1565 0h ` __ - -- __ 165 \ \ `\ \ 157 I 2- 100 84 4E D j1Nf_ A 67.24' 0 0) 56. P= 71_1< i V/ \ I / /e"ms' ) ' \ \ \ i _- _ -- -- - - - - -_- I ` I ` i ' G ~ ` 7 \ ' ` \ • \\ \ 5), 714 ut tj `4724-- - (5161\ / - 4 1 1 d5 Gcr) 466. P= 1 4. Q) 4Q r- ---------- - ------ P= 1585.7 I - e V I I I I I I ' 4 ti '\ , \ \ \ \ \ 7 7 6 6 L =42..Y& 71 71 np 4 L =6, -4-j*-A- = 29.95 6 v Arb X 12 R 60 I 1 \ 0. jCONSTRUCTIONNO 5$. 081' OV. V 6 7p CONSTRUCT DOW DRAINIV-DITCH PER DETAIL ON SHEET 2 0. 0.01' CONSTRUCT 6' TERRACE DRAIN PER DETAIL ON SHEET 2 1 CONSTRUCT TERRACE DRAIN TO DOW DRAIN TRAN,9170N PER DETAIL ON SHEET 2 0 279-4 L I VE 1581.J[ CONSTRUCT 4" DECOMPOSED GRANITE ROAD PER DETAIL ON SHEET 2 610 P= 6 P= 1 CONSTRUCT SPLASH WALL PER DETAIL ON SHEET 2 15 - ,, I o I ' ' ! ' J1620 N625 6 6.90 CONSTRUCT INTERCEPTOR DRAIN PER DETAIL ON SHEET 2 CONSTRUCT 10'X10'X1.5' RIP-RAP PER DETAIL ON SHEET 2 r I / CONSTRUCT V-DITCH TO RECTANGULAR CHANNEL 1RAN977ON PER 59n.- DETAIL ON SHEET 2 71/__7/.- v1 _00q01 6918' R 7W 7-1 SCALE. • 1 °= 40' X Z Z 0 40 80 120 160 . Z 5EE SHEET NO. 15 MARK REVISIONS APPR. DA 7E THESE PLANS HA WE BEEN REVIEWED FOR COMPLIANCE WITH 7HE APPROPRIA 7E PREPARED BY BVGAMINC J57 N. SHERIDAN STREET SEAL AS BUILT' C17Y OF WE EISINORE SHEET NO. COND177ONS OF DEVELOPMENT AND /OR CITY AND STA 7E LA WS AND HA W BEEN FOUND ACCEPTABLE M SUITE 117 1? FN SS/ DATE i RCE EXP. 12K "MWNC CORONA, CALIFORNIA 92880 \ c y REVIEWED BY R OUGH "ING MAN7EL. (951) 279-1800 o i rmsmvmNcFAX (951) 279-4380 65931 Engineering, Inc. INSPECTOR fOR T"CT31593 OF27SH TS ej- >r— A DA 7E SCALE- AS SHOW BENCH MARK ELEVA 77ONS SHOWN HEREON FILE NO. MILILd"1418A RCE4 DA 7E ARE BASED ON RIVERSIDE COUNTY 8ENCH- ER cz- ap /s OF rA MARK NO. D 307 RECOVERED PER RECORDS. CITY ENGINE DA7E. APRIL 2015 CITY OF LAKE ELSINORE FARPMR.—KWAD R.C.E. NO. 65931 DA TE ELEVA 770N. • 1423.258 (NA VD 88) Drawing- R. 1254320 \5nal \Grodh7g Rough l OWRALL 1320 - PLN - RCP - 31593 - 012 dwg Lo)vut 320 - PLN - RCP - 31593PH1 - 012 Saved- 412012015 1-50 PM Plotted: 412212015 5:40 AM By Denny Horton I allo 9 0 14 q 4S- 4 7 f c A / 9 440 i v 1'4 ? i~ 1>2 J - J 5 2.1 gyp 1 CONSTRU"ON NOTES - 1435 1440 10- CONSTRUCT DOWN DRA /NA- -DITCH PER DETAIL ON SHEET 2 1445 - CONSTRUCT 6' TERRACE DRAIN PER DETAIL ON SHEET 2 / 1450 3a-- CONSTRUCT 12' TERRACE DRAIN PER DETAIL ON SHEET 2 x / 1455 CONSTRUCT TERRACE DRAIN TO DOWN DRAIN TRANSl11AN PER DETAIL ON 1460 SHEET ? 65 LASH WALL PER DETAIL ON SHEET 2 - ___ / / CONSTRUCT SP 14 10 CONSTRUCT R.C.F. C. & W.C.D. C.B. 110 DROP INLET 11 CONSTRUCT 10'X10'X1.5' RIP -RAP PER DETAIL ON SHEET 2 MASONRY RETAINING WALL TO BE CONSTRUCTED FAR ROUGH GRADING 12 PER SEPARA TE PLAN AND POW T d" lb 13 MASONRY RETAINING WALL 70 BE CONSTRUCTED FOR PRECISE GRADING PER SEPARA TE PLAN AND PERMIT -70 14, 15 CONSTRUCT INTERCEPTOR DRAIN PER DETAIL ON SHEET 2 1465 1455 14 Q 4. 45 9 • 43 . SCALE: 17= 40' 0 40 80 120 160 MARK REVISIONS APPR. R: 04320Vina66rodin9 Rough \OVFRALL \320 - PLN - RGP - 31593 - 013dwg La)out 320 - PLN - RCP - 31593PH1 - 013 Saved 311812015 720 AM Plotted: 412212015 5:42 AM By. Denny Horton SEE SHEET NO. 10 1450 -- , - -- -- — - -„ ,, -- — DA TE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE W TH THE APPROPR/A TE CON01 7701VS OF DEVELOPMENT AND /OR CITY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE n WN-RU tADN — RCE DA TE CITY ENGINEER CITY OF LAKE ELSINORE SEE SHEET NO. 76 PREPARED BY ENGNj RjNG 357 N. SHERIDAN STREET SUITE 117 Ko PLMA#NC CORONA, CALIFORNIA 92880 TEL. (951) 279 -1800 VMAC FAX (951) 279 -4360 Engineering, Inc. R.C.E. NO. 65931 DA TE SEAL Fr S N quo Fy\ 4 90 i N 65931 rrgl V P OF Cq\ RCE REVIEWED B K INSPECTOR SCALE- AS SHOWN DATE. • APRIL 2015 1550 2 L q0 I; l AS BUIL r EXP. DA TE DA TE BENCH MARK. ELEVA TIONS SHOWN HEREON ARE BASED ON RIVERSIDE COUNTY BENCH- MARK NO D 307 RECOVERED PER RECORDS ELEVA 770N.• 1423.258 (NA VD 88) mp, I\ I 490 it laor 1490 —/ 1485 — r SEE SHEET NO.. 77 CITY OF LAKE RANORE ROUGH GUMG PLAN FOR TRACT 31593 SHEET NO. 13 OF 27 SH 7S FILE NO. I 1610 1615 1615 1660 1620 162 5 SEE SHEET NO. 17 166,15 SEE SHEET NO. 10 hpA Z 16 7o It 7" rDP. 7WIAviv P- 154Z 71 Ac JL AP 1692.0f 4 7 CP:- 160d 43 SCALE. 5> CONSTRUCT DOW DRAINA-DITCH PSY DETAIL ON SVEET 2 1540 CONSTRUCT 6' TERRACE DRAIN PER DETAIL ON SHEET 2 AMP 1 C3 ER DETAIL ON SVEET 2 -ACONSTRUCTSPLASWWALLPE MASONRY RETAINING WALL TO BE COVVS7RUC7ED FORQ_ ROUGH GRADVNG PER SEPARA 7E PLAN AND PERMIT 5. MASONRY RETAINING WALL TO BE CONSTRUCTSD FOR L44PREaSEGRADINGPERSEPARA7EPLANANDPERMIT 6 CONSTRUCT V-DITCH TO RECTANGULAR CHANNEL 7RAN.977ON PER DETAIL ON SHEET 2 z _L44 L44- 57Q hl ro 4 41y 16 1 SO PLA 150 f 614 Or 1615.40lb TG 1 PC3 1Z, 62 1516 ?5 It 5EE 5HEET NO. 17 15EE 5HEET NO., 18 MARK REWSIONS APPR. DA 7E THESE PLANS HAVE BEEN REWE*ED FOR COMPLIANCE W TH THE APPROPRIA 7F PREPARED B K & GAMING J57 N, SHERIDAN STREET SEAL "AS BUIL 7- CITY OF MXE EL51NORE SHEET NO. FOUND ACCEPTABLE SU17E 117 Ill RCE EXP. DA 7E 14PLAWNCCORONA, CALIFORNIA 92880 c. rl ROUGH GMING MAN ARVMAG FAX (951) 279-4380 U.1 No. 65931 rn Engineering, Inc. w INSPECTOR DA 7E ifOR TRACT 31593 OF27 SH TS c I SCALE- AS SHOW BENCHMARK. ELEVA 77ONS SHOON HEREON FILE NO. mg-f-o"IfINA -0 RCE4111 DA 7E ARE BASED ON RIWRSIDE COUNTY BENCH- CITY ENGINEER 4- 9&4;P/C TE- APRIL 2015 MARK NO. D J07 RECOWRED PER RECORDS. Orowing R 254320 Final Grading Rough OWRALL \320 PLN RGP 3159J 014dwg Layvut.- J20 - PLN - RGP - J1593PH1 014 Saved- J11912015 8.51 AM PYotled- 412212015 5. 44 AM By Denny Horton CITY OF LAKE ELSINORE FARRISY- N-WAKAD R.C.E NO. 6501 DA 7E I p ELE VA 7701V 1423 256 (NA VD 88) 1 1 CONSTRUCTION NOTES o- CONSTRUCT DOWN DRA /N /V -DITCH PER DETAIL ON SHEET 2 CONSTRUCT 6' TERRACE DRAIN PER DETAIL ON SHEET 2 3 CONSTRUCT 12' TERRACE DRAIN PER DETAIL ON SHEET 2 5 CONSTRUCT TERRACE DRAIN TO DOWN DRAIN 7RANSI17ON PER DETAIL ON SHEET 2 CONSTRUCT 4 • DECOMPOSED GRANITE ROAD PER DETAIL ON SHEET 2 9a— CONSTRUCT SPLASH WALL PER DETAIL ON SHEET 2 11 CONSTRUCT 10101.5' RIP -RAP PER DETAIL ON SHEET 2 MASONRY RETAINING WALL TO BE CONSTRUCTED FOR13PREGSEGRADINGPERSEPARATEPLANANDPERMIT q9 _ CONSTRUCT V -DITCH TO RECTANGULAR CHANNEL 7RAN9770N PER DETAIL ON SHEET 2 5EE 5, 1605 IN 1615 16L*0 CNN Z SEE SHEET NO. 12 2 - -- 1 ; r LOT "H" 1615 vim• T lam, I' - W -- - -- - - — - 1 HEET NO. 17 SCALE: 1 "=40' \\ 0 40 80 120 160 MARK I REWS/ONS I I Drawinq. R: 1254320 hnal Gradinq Rough OPFRALL 320 - PLN - RGP - 31593 - 015.dwq Layout 320 - PLN - RGP - SEE SHEET NO. 18 APPR. DA lE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE N7TH THE APPROPR /A TF COND/ TTONS OF DEVELOPMENT AND /OR Cl TY AND STA TE LAWS AND HA VE BEEN FOUND ACCEPTABLE VUL RCE 111W DATE CI TY ENGINEER C/ TY OF LAKE ELSINORE 015 Saved 311912015 1055 AM Plotted 412212015 5 45 AM By Denny Horton PREPARED BY DVGAff&M 357 N. SHER /DAN STREET SUITE 117 K (/ c,wn,/Nc CORONA, CALIFORNIA 92880 TEL. (951) 279 -1800 ARVEYNG FAX (951) 279 -4380 Engineering, Inc. R.C.E. NO. 65931 DA TE 1595.99 TC h I • / /. I tih I I i ; j i i \ / 7 CZ 4. iN NS 0 o 3 IN 6 5 r ?5 - S 9 1 I d Co xz" 5 o r° 159n - SEAL I "AS BUIL T' N VNgt RCE - EXP. DA TF REVIEWED BY9t' a m No 65931 rn INSPECTOR DA TE 1 civic SCALE AS SHOWN BENCH MARK ELEVA TIONS SHOWN HEREON TFCF CAUF APRIL 2015DATE. MARK NO. D 307 RECOVERED PER RECORDS ELEVA 77CIN 1423.258 (NA VD 88) CITY / OF LAKE EL51NORE SHEET NO. ROUGH GRADING PLAN FOR TRACT 31593 of 27 SHTS FILE NO. 1 465 1460 3 L_Aqq14P5 t 0 CONSTRUCTION NOM REVISIONS APPR, DA 7E THESE PLANS HA VE BEEN REVIEWED FOR COMPLIANCE W TH THE APPROPRIA 7F CONDITIONS OF DEVELOPMENT AND /OR Cl TY AND STA 7E LA WS AND HA VE BEEN FOUND ACCEPTABLE CONSTRUCT DOW DRAINA—DITCH PER DETAIL ON SHEET 2 Q- CONSTRUCT 6' TERRACE DRAIN PER DETAIL ON SHEET 2 RCE 4i DA 7E CITY ENGINEER CITY OF LAKE ELSINORE CONSTRUCT 12' TERRACE DRAIN PER DETAIL ON SHEET 2 I < 7 0 — CONSTRUCT TERRACE DRAIN TO DOW DRAIN TRANSITION PER DETAIL ON SHEET 2 CONSTRUCT SPLASH WALL PER DETAIL ON SHEET 2 CONSTRUCT R.C.FC, & WC.D. C.B. 110 DROP INLET CONSTRUCT 10VOX1.5'RIP—RAP PER DETAIL ON SHEET 2 MASONRY RETAINING WALL TO BE CONSTRUCTED FOR PRECISE GRADING PER SEPARA 7E PLAN AND PERMIT 15 — CONSTRUCT INTERCEPTOR DRAIN PER DETAIL ON SHEET 2 I L ti b \k 0 co CONSTRUCTION NOM REVISIONS APPR, DA 7E THESE PLANS HA VE BEEN REVIEWED FOR COMPLIANCE W TH THE APPROPRIA 7F CONDITIONS OF DEVELOPMENT AND /OR Cl TY AND STA 7E LA WS AND HA VE BEEN FOUND ACCEPTABLE CONSTRUCT DOW DRAINA—DITCH PER DETAIL ON SHEET 2 Q- CONSTRUCT 6' TERRACE DRAIN PER DETAIL ON SHEET 2 RCE 4i DA 7E CITY ENGINEER CITY OF LAKE ELSINORE CONSTRUCT 12' TERRACE DRAIN PER DETAIL ON SHEET 2 I < 7 0 — CONSTRUCT TERRACE DRAIN TO DOW DRAIN TRANSITION PER DETAIL ON SHEET 2 CONSTRUCT SPLASH WALL PER DETAIL ON SHEET 2 CONSTRUCT R.C.FC, & WC.D. C.B. 110 DROP INLET CONSTRUCT 10VOX1.5'RIP—RAP PER DETAIL ON SHEET 2 MASONRY RETAINING WALL TO BE CONSTRUCTED FOR PRECISE GRADING PER SEPARA 7E PLAN AND PERMIT 15 — CONSTRUCT INTERCEPTOR DRAIN PER DETAIL ON SHEET 2 SCALE: 1"--40' mow D 40 80 120 160 6. IX 3- 5 3 L9 0 MARK REVISIONS APPR, DA 7E THESE PLANS HA VE BEEN REVIEWED FOR COMPLIANCE W TH THE APPROPRIA 7F CONDITIONS OF DEVELOPMENT AND /OR Cl TY AND STA 7E LA WS AND HA VE BEEN FOUND ACCEPTABLE RCE 4i DA 7E CITY ENGINEER CITY OF LAKE ELSINORE Drawing: R.- 254320 Fihal Grading Rough OWRALL X320 - PLN - RGP - 31593 - 016..Iwg Layout 320 - PLN - RCP - 31593PH1 - 016 Sowd 1011012013 8.47 AM Plotted. 412212015 5:41 AM bly. Venny Horton 1465 d", F— r— t— ,r i r—r--r A, 1/"N -12 00F A— A— ft.r 8 •m. m— a 8 1 — - — — PPFPARED BY I SEAL EWAMING 357 N. SHERIDAN STREET SU17E 117 PLMANNG CORONA, CALIFORNIA 92880 7EL. (951) 279-1800 sc evMAG FAX (951) 279-4380 Engineering, Inc. F FARRIS N. HADDO R.C.E. NO. 6501 DA 7E G R) i r 5EE SHEET NO, 14 ti 2 AD O w 2 Z ly, 0 LL.J FL X 4) A 0, TG 15 35 1530 1525— 91 60-35 AS BUILT' I Ici N 4 RCE EXP. DA TE REVIEWED B rn 65931 m INSPECTOR DA 7E CIVI SCALE' AS SHOW BENCH MARK. • ELEVA 77ONS SHOW HEREON FCA ARE BASED ON RhERSIDE COUNTY BENCH— DATE: APRIL 2015 MARK NO. D 307 RECOVERED PER RECORDS ELEVA7701V. • 1423.258 (NA VD 88) CITY OF MKE EL51NORE ROUGH GRADING PLAN FOR TRACT 31593 O Z 44 w SHEET NO. 16 OF27SH TS FILE NO. SEE SHEET NO.. 14 1580 ___ 1 0 159' Z11 15 9 0Iqq3, 6 0 0 0 - 14 9 0 .08 rc o 1,610148 1620' T-C 14 7 1630 \ \ \ \ L? Z Z 7LL4 L44 650 TC 619.0Z_ J_Jhl F 16 G 15Z716r P= 1w 550 X 16 G \ / _\\ / / 92.5 / / N, ub 1 6". C17 C) 157,,159[ V 16 U9 CD cc IN 6 .5F 159 p 4.j 4J' IU J - - "" -- - , 2 ; $ , X05 5 l 6 -- ,\ / h '' i ,,' I - / , f i I 1 r l 25 if 00 4 90 f 12 1610.61 Q_ 9/1 Z 7 V P'= 446.61 4c 1700 /9. / , On 50 Ibbij -- -- --- 64 8 M• _ 51 ' 1 / ( Lt P= 1 5 0 16 - ' l ' 1p, 44 V, C14 I IF LINE B 1 0t1,7 'Z/ 1 P-, 1605.4[ /1 1.j 64 P 1649. 1 5 TC , 0 1 '[L L \ ` \ ` t TC / 28. ,' c c; ILA V\ J, 1601 26 \ 4 C ' " / \ OP- 164.2 Nl 1 1 4 1 I \, l, j ~' = 160,3.8 = 472.1 9j \ I j ,' 9.0 --_— _ — 71 116 I 1 '\ 1 TC — — — g 5 z c1q 1 ' i640, 44ry 7 a z 1f c 1680 P \ _ - 6 Fa= 599 40. 9 Q) l30 P= 99.21 iCONS7RUCIONNOTESP=\\ 15 N I to CONSTRUCT DOW DRAINA-DIrCH PER DETAIL ON SHEET 2 4 V 76. Q- CONSTRUCT 6' TERRACE DRAIN PER DETAIL ON SHEET 2 7. 24 CONSTRUCT TERRACE DRAIN TO DOW DRAIN IRAN-977ON PER DETAIL \"z I F P= 1631. ON SHEET 2 CONSTRUCT SPLASH WALL PER DETAIL ON WEFT 2 @AINING WALL TO BE CONSTRUCTED FOR ROUGH GRADING 1 00 1621.2MASONRYRET 1 X PER SEPARATE PLAN AND PERMIT c MASONRY RETAINING WALL TO BE CONSTRUCTED FOR PRECISE GRADING PER SEPARA 7E PLAN AND PERMIT P= 50 61 0 P A64.1[ Q9 _ CONSTRUCT V-DITCH TO RECTANGULAR CHANNEL 7RAN-97100V PER 18DETAILONSHEET218, f A K 1588.2 I o— 1584.7 14.0 lik 7-k I \X.- 6 00- 17' A- 65f_ 4- F 00%"" 7 L =88- 9 14 7 N, C) 0. 00Z RA 13 / i -- -- \ 166jS _ -_ - - -` /" ` J o` \ \\ \ \ m c- X Jai SCALE: 1lll SEE SHEET NO. cp % 0 40 80 120 160 / , - - -- - - - - -- , S / 66 0 MARK REVISIONS APPR. DA 7E 7HESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH 7HE APPROPRIA 7E PREPARED BY & 4aNM?1NG 357 N. SHERIDAN STREET SEAL "AS BUILT" CITY OF WE SHEET NO. COND17701VS OF DEVELOPMENT AND /OR CITY AND STATE LAWS AND HAVE BEEN SU( 7E 117 FESS/1 FOUND ACCEPTABLE C RCE EXP. DATE 17PLMNINCCORONA, CALIFORNIA 92880 \3 REVIEWED BY ROUGH GMUNG PLAN 7EL. (951) 279-1800 SM VMNC FAX (951) 279-4J rn 80 N . 659 1 m Engineering, Inc. m INSPECTOR DA 7E fOit TRACT 31593 OF27SH TS X-y r civil_ SCALE- AS SHOW BENCH MARK ELEVA 77ONS SHOW HEREON FILE NO. mbLammvims . RcE 400 DATE gTE OF CA ARE BASED ON RIVERSIDE COUNTY APRIL 2015 BENCH- CITY ENGINEER DA TE. MARK NO D 307 RECOVERED PER RECORDS. CITY OF LAKE ELSINORE FARRIS N. HA DAD R.C.E. NO. 65931 DA 7E ELEVA 7701V 1423.258 (NA VD 88) Drawk7g: R.- 254320 Final Gradinq Rough OPFRALL 320 - PLIV - RCP - 31593 - 017dwg Lo vut 320 - PLN - RGP - 3t593PH1 - 017 Salved - 311912015 10.23 AM Plotted. 412212015 5:49 AM By Denny Horton CONSTRUCTION NOTES CONSTRUCT DOW DRAIN/V- -DITCH PER DETAIL ON SHEET 2 CONSTRUCT 6' TERRACE DRAIN PER DETAIL ON SHEET 2 CONSTRUCT 12' TERRACE DRAIN PER DETAIL ON SHEET 2 CONSTRUCT CONCRETE SPANDREL TO DOWN DRAIN TRANSITION PER DETAIL ON SHEET 2 CONSTRUCT TERRACE DRAIN TO DOW DRAIN 77?AN_q77ON PER DETAIL ON SHEET 2 CONSTRUCT 4- DECOMPOSED GRANITE ROAD PER DETAIL ON SHEET 2 CONSTRUCT SPLASH WALL PER DETAIL ON -WEFT 2 CONSTRUCT R.C.FC & WC.D. C.B. 110 DROP INLET CONSTRUCT 10101.5' RIP-RAP PER DETAIL ON SHEET 2 MASONRY RETAINING WALL TO BE CONSTRUCTED FOR ROUGH GRADING PER SEPARA TE PLAN AND PERMIT MASONRY RETAINING WALL TO BE CONSTRUCTED FOR PREasE GRADING PER SEPARA TE PLAN AND PERMIT CONSTRUCT INTERCEPTOR DRAIN PER DETAIL ON SHEET 2 CONSTRUCT V-DITCH TO RECTANGULAR CHANNEL TRANSITION PER DETAIL ON SHEET 2 0000 Akim- 1114. 1 0 Z n qqw SEE SHEET NO. 15 16 PANZANO LANE C 4-1 6 j z c 7Nr, 64 21193" 1 0? 60. 7/— .' 1 -7 5 55. 0 7 200: Xa r] 47 - - - - - - 91 a&c cepla6 - V_ '- 1 _> C? 4--5 cl 03 - 46 83.5 0Pa"' - I d s 600P135. 7 CC) If 16J5. -LP= 105. Of 0 P= 162771 ON c; I + / 10 0 163,5 F_ 640 1 v rob/ 7 5 P 16 6 P=' 1641.21 Jr 634.3 4 6 N1 ro SCALE 1"=40' 70 iiiip mmmmmi 0 40 80 120 160 MARK REVISIONS I - — 7 49' 648 f "'." 44. 2 1 S' 11610( 60.W LINE_4-9 4S4 J - ! / ; C) 1625 Z 41 IP=' 16XBf N\ D Q I___3 9 16 30 P= 164" P= 1651.7 2.4 1652. 69 % L 138.J5, L= 6 0.0 3.15 15 . / % 7'_ 6790- L on' 26 Tcr 2 4— PL,ONS FL LINE 60 6a 5 6a00' 60.0 s L 7 .4 j A, T 5. I I , N" IM 41.6 Ae51049\ P 2,\' 16"'. 6 _1.6 1 115 D!t 16492f od 16 4 51311 P 1 ---- - ------------ 16 16011 TC CA% FL, z s , \\ - I I c ° I 0 1 3570 (::)3 4 cp7 704 5_ IV NJ X r V4- C\p2 9 IFO 4-4-- 49 Cr r;l L n 45 roqu 705- • A \ - - - - -- - _ ` ; 2 / \ / i 6 171 & 1715 655 7, 1667VI\ - 4665 LJLJ L4; 806, 1683 NN NNN1690 5p 69 N. V/ I" NN 7 . — \ \ \ J i \ \ \ \\ \ , \ \I \ i \ \ \ \ yY' 4m 657 Z4-- SEE SHEET NO. 21 ' - APPR. DA TE IHL,L -LAN) HAVE BEEN REVIEWED FOR COMPLIANCE WITH 7HE APPROPRIATE DO= A Drn BY CONDI 77ONS OF DEVEL OPMEN T AND /OR CITY AND S 7A 7E LAWS AND HAVE BEEN BVGNEMING 357 N. SHERIDAN S7REET FOUND ACCEPTABLE SUI 7F 117 AMC CORONA, CALIFORNIA 92880 7EL. (951) 279-1800 SURVEYING FAX (951) 279-4380 Engineering, Inc. JiiiLLIAKAVjNA RCE qtWt*, DA 7E CITY ENGINEER CITY OF LAKE ELSINORE I FARRISN. D R CE. N06501 DA 7E Grodi?g Rough 01CRALL 320 - PLN - RCP - 31593 - 0t& dwg Layout 320 - PLN - RGP - 31593PHI - 018 Saved: 412112015 11:18 AM Plotted. 412212015 5:51 AM By Denny Horton SEE SHfET NO., 22 SEAL I rri No 5931 I Pri CIVI\-- RCE REVIEWED BY- INSPECTOR SCALE- AS SHOW DATE- APRIL 2015 f NA S BUIL T" EXP. DA TE BENCHMARK. • ELEVA 77ONS SHOW HEREON ARE BASED ON RIVERSIDE COUNTY BENCH- MARK NO. D 507 RECOVERED PER RECORDS. ELEVA 7701V 1423 258 (NA VD 88) CITY OF LAKE EL51NORE ROUGH GUMNG PLAN FOR TRACT 31593 SHEET NO. 18 OF 27 SHTS FILE NO. r CONSTRUCTION NOTES SCALE: l'--40' CONSTRUCT DOWN DRA /N /V -DITCH PER DE"rA1t OMIE SHEET 2:= -- r j 146a- 0 40 80 120 160 4 7 _ - CONSTRUCT 6 TERRACE DRAIN PER DETAIL ON SHEET 2 I I I I 3 CONSTRUCT 12' TERRACE DRAIN PER DETAIL ON SHEET 2 CONSTRUCT CONCRETE SPANDREL TO DOWN DRAIN 7RANS7770N PER DETAIL ON SHEET 2 CONSTRUCT 7ERRACE DRAIN TO DOWN DRAIN 1RANS177ON PER DETAIL ON SHEET 2 rr I I ' ! / ICONSTRUCT4DECOMPOSEDGRAN17EROADPERDETAILONSHEET2 7 CONSTRUCT ARCH CUL VERT - 91H X 32'W PER SEPARA 7E PLAN 4 — -- - - - - -- — -\ \ 415 8a— CONS7RUCT HEADWALL PER CAL TRANS STD. D90 PER SEPARA 7E PLAN I 11 CONSTRUCT 10'X10'X1.5' RIP -RAP PER DETAIL ON SHEET 2 CONSTRUCT 15' ACCESS ROAD, 3" A. C. PAVING OVER 95X COMPACTED NA77VE PER DETAIL I I . _ - -- - 45p - -- - -____ \ \ \ i ' 14 ON SHEET 2 r + i— _ _ _ -- - -- -- - - - - -- - - :4 4 5 - -_— \ CONSTRUCT 1 TON RIP -RAP SLOPE PR07EC77ON WITH SCOUR DEPTH OF 125 FT. PER I 1h _ __ _---- - - - - -- ? a a ^ - C\ \\ - -- --14'S DETAIL ON SHEET 4 c' _ v 24 CONSTRUCT 114 TON RIP -RAP SLOPE PROTECTION W1771 SCOUR DEPTH OF 8 FT. PER , - - _ -- \ \ ,\ , 465 DETAIL ON SHEET 4 - , : _ - - 25 CONSTRUCT 114 TON RIP -RAP SLOPE fflotCRON WITH SCOUR DEPTH OF 6 FT. PER 4 — DETAIL ON SHEET 4 `, 144. 1 i 7n 14 30 1465 `• \ 42` j - - - -- I -_ \' '/ \ 460 _ , 1 Q% 1,\ - - 1455 - I 1 TRACT 3159 T o, \ 1415 --- J 144501l• \, 10G a,, 2 1400 ENVIRONMENTAL CLEARANCE IS REQUIRED 1395 PRIOR TO GRADING IN ;' \-' _ ` _:' 3 ` S I \• 1390 WASSON CANYON WASH 1 4 a - l i I '\ j oS\ \\ \ ` 2 I -j^` I 9 I \ +1385 —c 440 1 O A) 9 i I 32' 3 — 1415 -` - • /, 1 140686 -- 139 9 n 4 139 1406.36 1 J any - r' G 1406.36 ` U, iw FG I I -------- - - - - -- — 405 ni -p 0 . i 2 :1 39 41 1 -7 / J _ - " - -- . co i- - - —1365 = !^ 9 FL j. 365 - - -- 42 J 13 i ono J _ -- a / • • "`O 08 5 SEE ELSINORE HILLS R0, EE T h h - 1, 36-n -- LANS FOR D/W ARROACHES Nl 000011- 11 _ 4350 0-- h j1 _ _ - -` / —13 8 i r _: -= ` \ _ / 1390 I ,. _ •J ,! _ r ajs - 3 - - - -139_ - i _ _yc. -;! y`- _ .RO T BOU AR ' //, ., _ ^¢ - _ / • \, i - ,, - -- 05 --_ 6 2 41) — 1443. - _- -. . i i X 1420 1380 385 --- 14 '5 - 13 -; S - r- 135J ---, - - i- SEE SHEET NO. 6SEESHEETN5y1' _ 1400 MARK REVISIONS APPR. DA 7E THESE PLANS HA VE BEEN REVIEWED FOR COMPLIANCE W1T V 7HE APPROPR /A 7E COND/77ONS OF DEVELOPMENT AND /OR CITY AND STA7F LAWS AND HAVE BEEN FOUND ACCEPTABLE ILLKAVI WA , RCE 4 DA TE CITY ENGINEER CITY OF LAKE ELSINORE Drawing. R: 254320 Finol Grading Rough OL£RALL\320 - PLN - RGP - 31593 - 019.dwg Layout: 320 - PLN - RCP - 31593PH1 - 019 Sawd' 412112015 J. PM Plotted: 41ZZ/ZUln J:JJ AM vy. uennynorron PREPARED BY SHER /DAN STREETEl1GNEER /NG 357 SEAL NA BUILT" CITY Of LAKE EL51NORE SHEET NO. N. SUITE 117 O QROFNSS /ONq` RCE EXP. DA 7E 19 K ] " PLMIVIMC CORONA, CALIFORNIA 92880 ' ROUGH CZADINC MANREVIEWEDBY 7EL. (951) 279 -1800 rARVMNCFAX (S 1) 279 -4380 W 4 N 65931 9a m fOle TRACT 31593 OF 27 SHTS Engineering, Inc. FARRIS N. HAD AD R.C.E. NO. 65931 DA 7E INSPECTOR r civic SCALE. AS SHOWN lFOF CA \FO' DATE. APRIL 2015 DA TE BENCHMARK. ELEVA 77ONS SHOWN HEREON ARE BASED ON RIVERSIDE COUNTY BENCH- MARK NO. D 307 RECOVERED PER RECORDS ELEVA 77ON. 1423.258 (NA VD 88) FILE NO. 2. i 5 \ - 1485 \ ` 2• i r, y 1 I I I i I 1 i 1IV j L / 266 / i Ij JGj V h S VW ISc'D i \ - MARK REVISIONS APPR. DA 7E THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE W11N THE APPROPRIATE CON01 110NS OF DEVELOPMENT AND /OR C/TY AND STATE LA W5 AND HAVE BEEN FOUND ACCEPTABLE RCE DA TE CITY ENGINEER CITY OF LAKE ELSINORE Droweog: R: 254320 Find Grodi7g Rough OWRALL X320 - PLN - ROP - 31593 - 020dwg Layout: 320 - PLN - RGP - 31593 - 020 Sowd. 412112015 1.56 iMl Plotted' 41ZZ1Z015 5.'55 AM tty penny Horton PREPARED BY.• SEAL EWNf&ING 357 N. SHER /DAN STREET SUI TE 117 K PLMNING CORONA, CALIFORNIA 92880 TEL. (951) 279 -1800 J"VEYING FAX (951) 279 -4380 Engineering, Inc. zz -aolr FARR/S DAD R.C.E. NO. 65931 DA TE r\S N. A O90 No. 65931 rr civic - j/ i • raj° l ' I \ Q 15 Gj I I 95 1510 _ 1520 155 — 1- ---4_— V I to - \ \ j / 6 / / \ Z j ---------- j \ CONSTRUCTION NOTFS 10- CONSTRUCT DOWN DRAIN/V- -DITCH PER DETAIL ON SHEET 2 2a— CONSTRUCT 6' TERRACE DRAIN PER DETAIL ON SHEET 2 3— CONSTRUCT 12' TERRACE DRAIN PER DETAIL ON SHEET 2 CONSTRUCT 4' DECOMPOSED GRANITE ROAD PER DETAIL ON SHEET 2 j 15 CONSTRUCT INTERCEPTOR DRAIN PER DETAIL ON SHEET 2 SCALE: 1" _-40' mmmmmw 0 40 80 120 160 AS BUIL To RCE EXP. DA TE REVIEWED BY INSPECTOR SCALE- AS SHOWN DA TE APRIL 2015 DA TE BENCH MARK. ELEVA TTONS SHOWN HEREON ARE BASED ON RIVERSIDE COUNTY BENCH- MARK NO. D 307 RECOVERED PER RECORDS ELEVA 710N.• 1423.258 (NA VD 88) CITY OF LAKE ELSINORE ROUCH C RADING PLAN FOR TRACT 31593 SHEET NO. ZO OF 27 SH TS FILE NO. y, PREPARED BY.• SEAL EWNf&ING 357 N. SHER /DAN STREET SUI TE 117 K PLMNING CORONA, CALIFORNIA 92880 TEL. (951) 279 -1800 J"VEYING FAX (951) 279 -4380 Engineering, Inc. zz -aolr FARR/S DAD R.C.E. NO. 65931 DA TE r\S N. A O90 No. 65931 rr civic - j/ i • raj° l ' I \ Q 15 Gj I I 95 1510 _ 1520 155 — 1- ---4_— V I to - \ \ j / 6 / / \ Z j ---------- j \ CONSTRUCTION NOTFS 10- CONSTRUCT DOWN DRAIN/V- -DITCH PER DETAIL ON SHEET 2 2a— CONSTRUCT 6' TERRACE DRAIN PER DETAIL ON SHEET 2 3— CONSTRUCT 12' TERRACE DRAIN PER DETAIL ON SHEET 2 CONSTRUCT 4' DECOMPOSED GRANITE ROAD PER DETAIL ON SHEET 2 j 15 CONSTRUCT INTERCEPTOR DRAIN PER DETAIL ON SHEET 2 SCALE: 1" _-40' mmmmmw 0 40 80 120 160 AS BUIL To RCE EXP. DA TE REVIEWED BY INSPECTOR SCALE- AS SHOWN DA TE APRIL 2015 DA TE BENCH MARK. ELEVA TTONS SHOWN HEREON ARE BASED ON RIVERSIDE COUNTY BENCH- MARK NO. D 307 RECOVERED PER RECORDS ELEVA 710N.• 1423.258 (NA VD 88) CITY OF LAKE ELSINORE ROUCH C RADING PLAN FOR TRACT 31593 SHEET NO. ZO OF 27 SH TS FILE NO. 153 / 1525 1520 17 5EE 5HEET NO. 76 =_ a tt jj w C) e OT .7 0 93 ROJECBOUNDAR C315 657749N805"W y / / C77-35327----- 1 Cc- C, c C-) Q MARK REVISIONS APPR. DA 7E THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE W/ TH THE APPROPRIATE CONDI77ONS OF DEVELOPMENT AND /OR C/TY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE ENGINEERING 357 N. SHERIDAN STREET OFSSN N! r `® LAND PLANNING SUITE 117 CORONA, CALIFORNIA 92880 279 oQSy vTEL. ( 951 ) -1800 o K NA_ RCE 10- DATE CITY ENGINEER CITY OF LAKE ELSINORE FAX (951) 279 -4380 No. 65931 Engineering, Inc. sT9T CIVI\- FOF NHA t eFARRIDDAD EN0659 Jl CA F R. . DA TE Orawmg R. 1254320!bnol!Groding Rough !OVERALL1320 - PLN - RGP - 31593 - 021.dwg Larut- J20 - PLN - RGP - J159J - 021 Saved J11912015 11:14 AM Plotted. 412212015 5:56 AM Hy Venny Horton S. r rr 1i urJ /% 1J1 J /, ll c ---------------- r < ylc J —_- lr,rr I I 1 C. CONSTRUCTION NOTES D- CONSTRUCT DOWN DRAIN/V -DITCH PER DETAIL ON SHEET 2 4 CONSTRUCT CONCRETE SPANDREL TO DOWN DRAIN TRANSITION PER DETAIL ON SHEET 2 o- CONSTRUCT 4- DECOMPOSED GRANITE ROAD PER DETAIL ON SHEET 2 7- CONSTRUCT ARCH CULVERT - 91H X 32'W PER SEPARATE PLAN 11 CONSTRUCT 10'X10'X1.5' RIP -RAP PER DETAIL ON SHEET 2 MASONRY RETAINING WALL TO BE CONSTRUCTED FOR PRECISE GRADING 13 PER SEPARATF PLAN AND PERMIT 18 CONSTRUCT RECTANGULAR CHANNEL PER DETAIL ON SHEET 2 SEE SHEET NO. 18 SCALE. 1` 60 v t\ t 1 PREPARED BY.• SEAL ENGINEERING 357 N. SHERIDAN STREET OFSSN N! r `® LAND PLANNING SUITE 117 CORONA, CALIFORNIA 92880 279 oQSy vTEL. ( 951 ) -1800 o SURVEYING FAX (951) 279 -4380 No. 65931 Engineering, Inc. sT9T CIVI\- FOF NHA t eFARRIDDAD EN0659 Jl CA F R. . DA TE 0 40 80 120 1 v t\ 1755 1-7 63 \\ 176 ID 1 60 L0") C 7 6 i w `y -) o i I II SEE SHEET NO. 22 AS BUILT" RCE EXP. REVIEWED BY- INSPECTOR SCALE.- AS SHOWN DATE. • APRIL 2015 1 c? v' n 1 C 0 0 DA TE DA TF BENCHMARK. ELEVA 77ONS SHOWN HEREON ARE BASED ON RIVERSIDE COUNTY BENCH- MARK NO. D 307 RECOVERED PER RECORDS ELEVA 110N. 1423.258 (NA VD 88) CITY OF LAKE EL51NORE ROUGH GRADING PLAN FOR TRACT 31593 0 SHEET NO. 21 OF 27 SHTS FILE NO.. + C-7- IX2'k 175 1765 1\ 1 1 ^ PR ECT OUNDA r7777= N89 50 5"W KACT \35317 lit BEGIN T j Co vc+ \ 1C) \ \ 6 0 W I I O FLC, 1 I RESERVOIR STE E/ELOPMENT • I PER EVMWD PLAN` 2014 -018I11 # SPYGLASS 1801 ZONE - RESERVO /RS SIA FU RE RESERVOIR SITE - I, • / • vim- -- , - I t : • _ ' \ • FINAL SLOPE STABILITY RECOMMENDATION 1j" IS REQUIRED BY THE SOIL ENGINEER OF RECORD UPON COMPLETION OF GRADING 7p4 00 1 - _ 1 CONSTRU l N N TES o, ° 11 CONSTRUCT 10 X10 X1.5 RIP -RAP PER DETAIL ON SHEET 2 15 CONSTRUCT INTERCEPTOR DRAIN PER DETAIL ON SHEET 2 CONSTRUCT 3' A.C. PA VING OVER 959 COMPACTED NA 77VE R I21 ON SHEET 2 1 I. . 50 l; ^ — 0 r 1 I i =— f I \ X11 / 1 I co IV 17-Q 3 411 76o-- 178 I 79 \ 1 I 8 31 I I ICJ J SCALE: 1 " =40' 0 40 80 120 160 MARK REVISIONS APPR. DATE PREPARED BY SEAL 'AS BUILT° SHEET N0. THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPR /ATE CITY Of LAKE ELSINORECONDITIONSOFDEVELOPMENTAND /OR CITY AND STA IF LAWS AND HA VE BEEN ENGINEERING 357 N. SHER /DAN SIREET ^ FOUND ACCEPTABLE SUITE 117 oQROFNSS / py l RCE EXP. DATE 21LANDPLANNINGCORONA, CALIFORNIA 92880 ,` `5 N4 `^, REVIEWED B Y ROUGH GRADING PLAN 7FL. (951) 279 -1800 SURVE)'lNG FAX (951) 279 -4380 No. 65931 fOR TRACT 37593 Engineering, Inc. * * INSPECTOR DATE OF 27 5HIS sr CIV1V SCALE.• AS SHOWN BENCH MARK.• ELEVATIONS SHOWN HEREON FILE NO. LCD _gal RYMNA . RCE 4_11 DA 7E OF CAOF ARE BASED ON R/ VERSIDE COUNTY BENCH- CI TY ENGINEER T-2Z ZO15 DA 7F• APRIL 2015 MARK NO. D 307 RECOVERED PER RECORDS Cl TY OF LAKE ELS/NORE FA D R.C.E. NO. 65931 DA TE ELEVA T /ON. 1423.258 (NA VD 88) ' a 2"5 Drawing: R. 12543201FinallGroding Rough 10y£RALL 1320 — PLN — RGP — 31593 — 022.dwg Layout' 320 — PLN — RGP — 31593 — 022 Saved 4/21/2015 1.21 PM Plotted: 4/22%2015 5.58 AM BY Denny Horton w 4. 0. w LEGEND MARK Drawing R. X254320 Final Grading Rough SUBDRAIN STORM DRAIN 3 7 eb z 1 uJ r ' 5-RtEET B f/ REVISIONS APPR. DA TE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE COND177ONS OF DEVELOPMENT AND /OR CITY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE LC d_guKl IN i_, RCEALMAL DA TE CITY ENGINEER CITY OF LAKE ELSINORE X320 — PLN — RCP — 315.93 — 02J.dwg Layaut: 320 — PLN — RCP — 31593 — 023 Saved" 412112015 11:46 AM Plotted. 412212015 5.59 AM H}otDimulf Hbrtton 6y Denny Horton PREPARED BY ENGINEERING 357 N. SHER /DAN STREET SUI TE 117 LAND PLANNING CORONA, CALIFORNIA 92880 J TEL. (951) 279 -1800 SURVEYING FAX (951) 279 -4380 Engineering, In FARRI AD R.C.E. NO. 65931 DA 7F rorlm - A AV, w_ = 4y L N, f b 1 l SEAL m C10- F CAS' PROPOSED SUBDRAIN LOCATIONS AND OUTLET POINTS ARE PRELIMINARY AND MA Y VARY SIGNIFICANTL Y DURING GRADING OPERA TIONS, INSTALLA TION OF SUBDRAINS SHALL BE UNDER THE SUPERVISION OF SOILS ENGINEER. 1 * SUBDRAINS SHALL BE "AS— BUILT" 11 UPON COMPLETION OF GRADING. N\.' i A AS BUILT" CITY Of LAKE ELSINORE SHEET NO. RCE EXP. DA TE 23 REVIEWED B r ROUGH GRADING PLAN INSPECTOR SCALE- AS SHOWN DA TE: APRIL 2015 DA 7E FOR TRACT 31593 OF 27 SHTS BENCH MARK. ELEVA 77ONS SHOWN HEREON ARE BASED ON RIVERSIDE COUNTY BENCH- PRELIMINARY 5UBDRAIN LOCATION5 FILE N0. MARK NO. D 307 RECOVERED PER RECORDS T - ELEVA PON: 1423.258 (NA VD 88) TEMPORARY EROSION CONTROL NOTES - 1. EROSION CONTROL IS REQUIRED FOR GRADING OPERA77ONS DURING THE RAINY SEASON FROM OCTOBER 1ST TO MAY 31ST APPROVED PLANS ARE REQUIRED FOR ALL ROUGH GRADING. IN CASE OF EMERGENCY, CALL y. OF A T (XXX XXX -XXXX e x t XXX RESPONSIBLE PERSON) (FIRM) (24 -HOURS PHONE NO.) 2 THE DESIGN SWPPP MANAGER WILL SUPERVISE THE BEST MANUFACTURING PRACTICE (BMP) WORK AND INSURE THAT WORK IS IN ACCORDANCE WITH THE APPROVED PLANS (IF REQUIRED). J. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. NECESSARY MA 7FR/ALS SHALL BE A VAILABLE ON S17E AND STOCKPILED A T CONVENIENT LOCA 77ONS TO FACILITATE RAPID CONSTRUC77ON OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. 4. DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE SWPPP MANAGER. 5. ALL REMOVABLE PR07EC77VE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN 7HE 5 -DA Y RAIN PROBABILITY FORECAST EXCEEDS 40q" 6. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS, SILT FENCES, AND DESIL TING BAS /NS, ETC. 7. GRADED AREAS AROUND THE TRACT PER /METER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DA Y 8. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATER CREA TES A HAZARDOUS CONDITION. 9. DESIL77NG BASINS ARE TO BE CONSTRUCTED AS GRADING OF INDIVIDUAL GRADING AREAS ARE COMPLETE PER ROUGH GRADING PLANS. 10. THE SWPPP MANAGER RESERVES 7HE..,R/GHT TO MAKE CHANGES OR MODIFICA77ONS TO THIS PLAN AS DEEMED NECESSARY. 11. INFORMA 77ON ON THIS PLAN IS FOR EROS /ON CONTROL ONLY ALL OTHER INFORMA 77ON IS SUBJECT TO CHANGE. 12. TEMPORARY EROSION PROTECTION IS REQUIRED FOR MANUFACTURED SLOPES PR /OR TO PERMANENT PLANTING. 13 AREAS SHALL. BE MAINTAINED IN SUCH A STATE THAT FIRE ACCESS SHALL BE MAINTAINED AT ALL TIMES (INCLUDING ACCESS TO NEIGHBORING PROPERTIES). 14. NO OBSTRUCTION OR DISTURBANCE OF NATURAL DRAINAGE COURSES OR EXIS771VG STORM DRAIN INLETS SHALL OCCUR DURING THE RAINING SEASON, UNLESS ADEQUATE TEMPORARY/PERMANENT DRAINAGE FACIL177ES HAVE BEEN APPROVED AND INSTALLED TO CARRY SURFACE WATER TO THE NEAREST PRACTICAL STREET, STORM DRAIN OR NA 7URAL WATER COURSE. 15. THE CONTRACTOR SHALL CONDUCT HIS OPERA77ONS IN SUCH A MANNER THAT STORM RUNOFF WILL BE CONTAINED WITHIN 7HE PROJECT OR CHANNELED INTO THE STORM DRAIN SYSTEM WHICH SERVES THE RUNOFF AREA. STORM RUNOFF FROM ONE AREA SHALL NOT BE ALLOWED TO DIVERT TO ANOTHER RUNOFF AREA. 16. CONFORMANCE WITH THE REQUIREMENTS OF THESE PLANS SHALL IN NO WAY RELIEVE THE CONTRACTOR FROM HIS RESPONSIBIL177ES TO THIS S17F AND ADJACENT PROPERTIES. TEMPORARY EROSION CONTROL SHALL CONSIST OF, BUT NOT BE LIMITED TO, CONSTRUCTING SUCH FACILITIES AND TAKING SUCH MEASURES AS ARE NECESSARY TO PREVENT CONTROL AND ABA 7F WATER, MUD AND EROSION DAMAGE TO PUBLIC AND PR / VA 7E PROPERTY AS A RESULT OF THE CONS TRUC7ION OF THIS PROJECT. 17 SLOPES CONSTRUCTED PRIOR TO OCTOBER 1ST SHALL BE TREATED FOR EROSION CONTROL PRIOR TO OCTOBER 15TH. SLOPES CONSTRUCTED AFTER OCTOBER 1ST SHALL BE 7REA7FD FOR EROSION CON7ROL AS THE CONS TRUC7ION OF SLOPE PROGRESSES IN INCREMENTS OF 25 FEET OR LESS MEASURED VER77CALLY. 18. FILL AREAS WHILE BEING BROUGHT UP TO GRADE AND DURING PERIODS OF COMPLE77ON PRIOR TO FINAL GRADE, SHALL BE PROTEC7ED BY VARIOUS MEASURES TO ELIMINA TE EROSION AND THE SIL TA 77ON OF DOWNS7REAM FACIL177ES AND ADJACENT AREAS THESE MEASURES MAY INCLUDE, BUT SHALL NOT BE LIMITED TO: TEMPORARY DOWNDRA/NS, EITHER IN THE FORM OF PIPES OR PAVED DITCHES WITH PROTECTED OUTFALL AREAS, GRADED BERMS AROUND AREAS TO ELIMINATE EROSION OF FILL SLOPES BY SURFACE RUNOFF; CONFINED PONDING AREAS TO DESIL T RUNOFF, • TEMPORARY CHECK DAMS IN TOE OF SLOPE DITCHES TO DESILT RUNOFF, • PR07EC77ON SUCH AS SAND BAGS AROUND INLETS WHICH HAVE NOT BEEN BROUGHT UP TO GRADE, AND EARTH BERMS AND APPROPR/A7F GRADING TO DIRECT DRAINAGE AWAY FROM THE EDGE OF THE TOP OF SLOPES SHALL BE CONSTRUCTED AND MAINTAINED ON THOSE FILL AREAS WHERE EARTHWORK OPERATIONS ARE NOT IN PROGRESS. 19. TOP OF CUT BROW DITCHES, WHERE REQUIRED ON THE PLANS, SHALL BE CONS7RUC7FD PRIOR TO EXCEEDING 12 FEET OF CUT MEASURED VER77CALLY. 20. CLEARING AND GRUBBING SHOULD BE LIMITED TO AREAS THAT WILL RECEIVE IMMED /A 7F GRADING. BMP MEASURES WILL BE REQUIRED TO PRO 7ECT AREAS WHICH HAVE BEEN CLEARED AND GRUBBED PRIOR TO GRADING OPERATION, AND WHICH AREA SUBJECT TO RUNOFF DURING THE RAINY SEASON. THESE MEASURES MAY INCLUDE BUT SHALL NOT BE LIMITED TO: GRADED DITCHES; BRUSH BARRIERS AND SILT FENCES. CARE SHALL BE EXERCISED TO PRESERVE VEGETA 77ON BEYOND LIMITS OF GRADING. 21. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONS7RUC77ON. UPON REQUEST, 7HE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBM/T70 TO THE CITY ENGINEER FOR APPROVAL. 22. SEDIMENT CONTROL BEST MANAGEMENT PRACTICES (BMPS) SHALL BE IMPLEMENTED AND MAINTAINED TO PREVENT AND /OR MINIMIZE THE 7RANSPORT OF SOIL FROM THE CONSTRUCT /ON SITE 23 STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO ELIMINATE OR REDUCE SEDIMENT TRANSPORT FROM THE S/ TE TO STREETS, DRAINAGE FACILITIES OR ADJACENT PROPERTIES VIA RUNOFF, VEHICLE TRACKING, OR WIND. 24. CONS7RUC710N S17ES SHALL BE MAINTAINED IN SUCH A CONDITION THAT W/ND OR RUNOFF DOES NOT CARRY WASTES OR POLLUTANTS OFF THE SITE TO STREETS', DRAINAGE FACILITIES OR ADJOINING PROPERTIES DISCHARGES OTHER THAN S TORY WA7FR (NON- S TORM WA TER DISCHARGES) ARE PROHIBI TED, EXCEPT AS AUTHOR /ZED BY AN INDIVIDUAL NPDES PERMIT OR THE STATEWIDE GENERAL PERMIT FOR STORMW47FR DISCHARGES ASSOCIATED WA17H C0NS77?UC77ON AC770TY. P07EN77AL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO. SOLID OR LIQUID CHEMICAL SPILLS, WAS7ES FROM PAINTS, STAINS, SEALANTS, SOLVENTS, DETERGENTS, GLUES, LIME, PESTICIDES, HERBICIDES, FERTILIZERS, WOOD PRESERVATIVES, AND ASBESTOS FIBERS, PAINT FLAKES OR STUCCO FRAGMENTS; FUELS, OILS, LUBRICANTS, AND HYDRAULIC RADIATOR OR BAT7FRY FLUIDS; CONCRETE AND RELATED CUTTING OR CURING RESIDUES, FLOA TABLE W4S7FS; WASTES FROM ENGINE /EQUIPMENT STEAM CLEANING OR CHEMICAL DEGREASING; W4S7FS FROM STREET CLEANING; SUPER - CHLOR /NA7FD POTABLE WATER FROM LINE FLUSHING AND TESTING, AND RUNOFF FROM EQUIPMENT AND VEHICLE WASHING DURING CONSTRUCTION, DISPOSAL OF SUCH MATERIALS SHOULD OCCUR IN A SPECIFIED AND CONTROLLED TEMPORARY AREA ON-St IF PHYS/CALL Y SEPARA TED FROM PO7FNT/AL STORMWA TER RUNOFF, W/TH UL 77MA TE DISPOSAL IN ACCORDANCE WITH LOCAL, STA TE AND FEDERAL REQUIREMENTS. A T THE END OF EACH DAY OF CONSTRUCT7NN ACTIVITY ALL CONSTRUC77ON DEBRIS AND WASTE MATERIALS SHALL BE COLLECTED AND PROPERLY DISPOSED IN TRASH OR RECYCLE BINS y. 25. DISCHARGING CONTAMINATED GROUNDWA7ER PRODUCED BY DEWA]£R/NG GROUNDWATER THAT HAS INFILTRATED INTO THE C0NS7RUC7ION SITE IS PROHIBITED. DISCHARGING OF CONTAMINATED SOILS VIA SURFACE EROSION IS ALSO PROHIBITED. DISCHARGING NON- CON TAM /NA7ED GROUNDWATER PRODUCED BY DEW4TER /NG ACT /V/77ES MAY REQUIRE A NPDES PERMIT FROM THE SANTA ,ANA REGIONAL BOARD. 26. ALL CONS TR'UC77ON CON IRA CTOR AND SUBCONTRACTOR PERSONNEL ARE TO BE MADE AWARE OF THE REQUIRED BEST MANAGEMENT PRAC7ICES AND GOOD HOUSEKEEPING MEASURES FOR THE PROJECT SITE AND ANY ASSOCIATED C0NS7RUC77ON STAGING AREAS. 27 BMPS SHALL. BE MAINTAINED AT ALL TIMES IN ADDITION, BMPS SHALL BE INSPECTED PRIOR TO PREDICTED STORM EVENTS AND FOLLOWING STORM EVENTS. ATTACHMENT B NOTES THE FOLLOWING BMPS AS OUTLINED IN, BUT NOT LIMITED TO, THE BEST MANAGEMENT PRAC77CE HANDBOOK, CALIFORNIA STORMWATER QUALITY TASK FORCE, SACRAMENTO, CALIFORNIA 1993, OR THE LATEST REVISED ED1770N, AMY APPLY DURING THE CONSTRUCTION OF THIS PROJECT (ADD/T/ONAL. MEASURES MAY BE REQUIRED IF DEEMED APPROPRIATE BY COUNTY INSPECTORS): NOTE TV B/FURCA 77ON MANHOLES AND B/FURCA 77ON CA TCH BASINS SHALL BE PLUGGED SO THA T NO DISCHARGE INTO THE WA TER QUALI TY STORM DRAIN SY57FM (WQSD) OCCURS UN77L SUCH 77ME AS ALL STORM DRAINS ARE OPERATIONAL, ALL PAVING IS COMPLETE AND GRADED AREA A T EAST OF PROJECT IS STABILIZED. CI G.IQ'N C101111\\1 TIIIF\\l,'G CITY of r SOUTH SHORE, TR 37593 ATTACHMENT A NOTES A. EVERY EFFORT SHOULD BE MADE TO ELIMINATE THE DISCHARGE OF NON STORMWA7FR FROM THE PROJECT S17F AT ALL TIMES B. ERODED SEDIMENTS AND OTHER POLLUTANTS MUST BE RETAINED ON SITE AND MAY NOT BE TRANSPORTED FROM THE SITE VIA SHEET FLOW, SWALES, AREA DRAINS, NATURAL DRAINAGE COURSES OR WIND. C. STOCKPILES OF EARTH AND OTHER CONSTRUCTION RELATED MATERIALS MUST BE PROTECTED FROM BEING TRANSPORTED FROM THE SITE BY THE FORCES OF W/ND OR WATER. D. FUELS, 0 /LS, SOLVENTS, AND OTHER TOXIC MATERIALS MUST BE STORED IN ACCORDANCE WITH THEIR LISTING AND ARE NOT TO CONTAM/NA lE THE SOIL AND SURFACE WATERS ALL APPROVED STORAGE CONTAINERS ARE TO BE PROTEC7ED FROM THE WEATHER. SPILLS MUST BE CLEANED UP IMMEDIATELY AND DISPOSED OF IN A PROPER MANNER. SPILLS MAY NOT BE WASTED INTO DRAINAGE SYSTEM. E. EXCESS OR WASTE CONCRETE MAY NOT BE WASHED INTO THE PUBLIC WAY OR ANY OTHER DRAINAGE SYSTEM. PROVISIONS SHALL BE MADE TO RETAIN CONCRETE WASIES ON SITE UN77L THEY CAN BE DISPOSED OF AS SOLID WASTE. F. TRASH AND CONSTRUC77ON RELATED SOLID W4S7FS MUST BE DEPOS17FD INTO COVERED RECEPTACLE TO PREVENT CONTAM /NA77ON OF RAINWATER AND DISPERSAL BY W/ND. G. SEDIMENTS AND 07HER MATERIALS MAY NOT BE TRACKED FROM THE SITE BY VEHICLE TRAFFIC. THE CONSTRUCT7NN ENTRANCE ROADWAYS MUST BE STABILIZED SO AS TO INHIBIT SED /MEN IS FROM BEING DEPOSI TED INTO THE PUBLIC WAY. ACC /DEN TALL Y DEPOSITIONS MUST BE SWEPT IMMED /A TEL Y AND MAY NOT BE WASTED DOWN BY RAIN OR OTHER MEANS H. ANY SLOPES W/TH DISTURBED SOILS OR DENUDED OF VEGETA77ON MUST BE STABILIZED SO AS TO INHIBIT EROSION BY WIND AND WA TER. MARK REVISIONS APPR. DA TE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE W/ TH THE APPROPR /A TE COND /77ONS OF DEVELOPMENT AND /OR CITY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE SOIL BINDERS VEHICLE AND EQUIPMENT FUELING SE -1 SIL T FENCE NS -10 VEHICLE AND EQUIPMENT MAIN7FNANCE SE -2 SEDIMENT BASIN NS -12 CONCRETE CURING SE -3 95MKA'Vj_"A_, RCE $2YW DATE CITY ENGINEER CITY OF LAKE ELSINORE NS -13 CONCRETE FINISHING SE -4 CHECK DAM WM -1 MATERIAL DELIVERY AND STORAGE SE -6 GRAVEL BAG BERM WM -2 MATERIAL USE SE -7 STREET SWEEPING AND VACUUMING WV-3 STOCKPILE MANAGEMENT 5E -10 STORM DRAIN INLET PROTEC77ON Orowmg R. X254320 Fmol Grodmg Rough COVERALL X320 - PLN - RGP - ECP - 31593PH7 - 001 dwg Loyout ECP -1 Saved 412112015 11.52 AM Plotted. 412212015 6.00 AM Hy. Venny Horton PREPARED B K ENGINEERING .357 N. SHERIDAN STREET SUITE 117 t ; \ ie LAND PLANNING CORONA, CALIFORNIA 92880 LJ 1 I TEL. (951) 279 -1800 SURVEYING FAX (951) 279 -4380 Engineering, Inc. zz_zo/s- NO, 65931 DA TE EE SHEET NO. 26 EE SHEET NO.27 CONSTRUCTION NOTES APPLICABLE BMPS (BUT NOT LIMITED TO, EC -1 SCHEDULING NS -8 VEHICLE AND EQUIPMENT CLEANING EC -5 - SOIL BINDERS NS -9 VEHICLE AND EQUIPMENT FUELING SE -1 SIL T FENCE NS -10 VEHICLE AND EQUIPMENT MAIN7FNANCE SE -2 SEDIMENT BASIN NS -12 CONCRETE CURING SE -3 SEDIMENT TRAP NS -13 CONCRETE FINISHING SE -4 CHECK DAM WM -1 MATERIAL DELIVERY AND STORAGE SE -6 GRAVEL BAG BERM WM -2 MATERIAL USE SE -7 STREET SWEEPING AND VACUUMING WV-3 STOCKPILE MANAGEMENT 5E -10 STORM DRAIN INLET PROTEC77ON WY-4 SPILL PREVENTION AND CONTROL WE -1 WIND EROSION CONTROL WV-5 SOLID WASTE MANAGEMENT TC -1 STABILIZED CONSTRUC77ON EN7RANCE1EXIT WY-6 HAZARDOUS WASTE MANAGEMENT TC -3 EN7RANCE10U7LET 77RE WASH WY-8 CONCRETE WASTE MANAGEMENT NS -1 WATER CONSERVA77ON PRA C7ICES WM -9 SANITARY /SEP77C WASTE MANAGEMENT NS -6 DISCHARGE DETEC70N AND REPOR17NG WM -10 LIQUID WASTE MANAGEMENT Ol EC -4: APPLY HYDROSEEDING 2O SE- 1: INSTALL SIL T FENCE (SEE SHEET 2) O3 SE -4: CHECK DAM, PLACE ROCKS 3' HIGH UNLESS NOTED 07HERIMSE ON PLAN SE -3.• SEDIMENT TRAP O5 SE -6: GRAVEL BAG BERMS EC -9: TEMPORARY DRAINAGE SWALE TO BE PLACED ABOVE OR BELOW, NOT ON, A CUT OR FILL SLOPE. MIN. BOTTOM WIDTH SHOULD BE 2, M /N. DEPTH SHOULD BE 18 ", 2:1 MAX SIDE SLOPES O7 SE- 10. GRAVEL BAG ENERGY DISSIPA TOR SE -10. PLACE GRAVELBAGS (OR SEDIMENT BMP APPROVED BY THE PUBLIC WORKS INSPECTOR) AT CA TCH BASIN AND DRAINAGE INLETS TO PROVIDE FOR DESIL 771VG OF RAIN OR EXCESS WA 7ER PER DETAIL (SEE SHEET 2). TC -1: STABILIZED C0NSTRUC770N ENTRANCE TO BE C0NS7RUC7FD AT LEAST 30 -FEET MIN. IN O9 WIDTH AND 50 -FEET IN LENGTH, 7EMPORARY DRIVE PAD TO BE 3 -6 INCH CRUSHED ROCK BEDDING MATERIAL WITH A 12 -INCH MIN. THICKNESS FOR WHEEL CLEANING TO MI77GA7E TRACKING OF MUD AND SILT ONTO PUBLIC STREETS PER DETAIL (SEE SHEET 2). SEAL No. 65931 civi\. F CAS' RCE REVIEWED BY INSPECTOR SCALE: AS SHOWN DA TE. APRIL 2015 AS BUIL T" LEGEND DIREC77ON OF SURFACE DRAINAGE GRAVELBAGS (SE -10, SE -6) STABILIZED CONSTRUCTION EN7RANCE (TC -1) rX\\\\X TEMP VEHICLE/EQUIPMENT PARKING AREA RIGHT -OF -WA Y LINE/PROPERTY LINE CONS77?UC710N N07F CALL -OUTS REFERENCE TEMPORARY SANITARY /SEP77C WASTE WM -9) TEMPORARY WAS7F MATERIAL PAINT AND /OR CHEMICAL STORAGE AREA (WM -1, WM -5 AND WY-8) 000000• . °. TEMPORARY CONCRETE WASHOUT AREA (WM -8) CATCH BASIN GRA VELBAG PROTECTION (SE -10) CHECK DAM (SE -4) SILT FENCE (SE- 1) A2DRAINAGE AREA fK P DISCHARGE POINT NOT A PART CITY Of LAKE ELSINORE EXP. DA TE EROSION CONTROL PLAN DA TE BENCH MARK: ELEVATIONS SHOWN HEREON ARE BASED ON RIVERSIDE COUNTY BENCH- MARK NO. D 307 RECOVERED PER RECORDS. ELEVATION 1423258 (NA VD 88) SHEET NO. 24 OF 27 SHTS FILE NO. 4l A2DRAINAGE AREA fK P DISCHARGE POINT NOT A PART CITY Of LAKE ELSINORE EXP. DA TE EROSION CONTROL PLAN DA TE BENCH MARK: ELEVATIONS SHOWN HEREON ARE BASED ON RIVERSIDE COUNTY BENCH- MARK NO. D 307 RECOVERED PER RECORDS. ELEVATION 1423258 (NA VD 88) SHEET NO. 24 OF 27 SHTS FILE NO. 4l 200' MAX. 200' MAX. SEE TABLE FUTURE CURB FACE FUTURE CURB FACE A w 04 m ? 1 8' VEHICLE ACCESS MEDIAN = SANDBAGS W N f o a a AL TFRNA TF SIDES OF STREET o AL TERNA TE SIDES OF STREET o`'`'''''`' - - o DIREC110N OF N 00-4 , ,.....,ry.. 040 "'00. STREET FLOW \- 1G` ,'P, DIRECTION OF X 5 , \ A RIP-RAP 4' MIN. 20' MIN. UL 11MATE SLOPE W STREET FLOW TYP. :TOE OF SLOPEMX5Zw 4' HIGH BER 0o nP. > Q SECTION 'A -A' 3 - - -- o STRAW WATTLE 1X MIN. LEVEL. FUTURE CURB FACE FUTURE CURB FACE PLAN 2 / PLAN PLAN SlL T FENCE N Ts N Ts CA TCH BASIN SANDBAG PROTECTION NTS _ --------------------------- EXISTING GROUND A - R/W VAR. VAR. R/W INLET RISERNow -am .00 21' VAR. 36' -69' VAR. 36' -48' 8' -21' ( WHERE PRESENT) TEMPORAR Y SLOPE PROTECTIONImpam 4' Q S1D . STD 48' Q SANDBAGS am, SANDBAG VELOCITY REDUCER ca j 8' "W" =20' OR 24' 4' ROUGH GRADED STAGE AO.-000. FLOW FLOW ci V.w. ,- .v, —n MIN.) _ VEHICLE AccESS j a \ \\ A FACE OF CURB INSTALL SILT FENCE I - - - -- -------------- - - - -- I -- CAT BASIN 2 BAGS H/GH M/N /MUD SECTION A -A - - -- 1 -- ----------- ROUGH GRADE , fT_ RIGHT OF WA Y r i r i INSTALL SZL T FENCETYPICALELEVATIONPLAN TUTS A A 3 INLET SANDBAG PROTECTION R VAR. VAR. R N Ts INSTALL SILT FENCE SECTION A -A 21 VAR. 36' -69' VAR. 36' -48' 8' -21' CQ STD. 48' ,STD. 48' 6" i i i t - - - -- -- - - - - - -- 8 12' RL TER FABRIC MA TER /AL RIGHT OF WAY W MIN.) 2" X 2" 14 GAUGE WRE FABRIC OR EQUIV. MEDIAN HICL J ACCESS 12" 2t 2t FOLD & SET FILTER FABRIC INTO SOIL R B A INSTALL SIL T FENCE BAGS TO BE LEVEL C4 WI TH T. C. (MIN.) TYPICAL E`LEVATION AND FON BOTH SIDESAOF R TER FENCE FABRIIC IN TRENCH 8" ' N TS ° ca SANDBAG VELOCITY REDUCER 'A' SECTION SECTION B -B PAVED STAGE TYPICAL LOT PROTECTION 6" 2" x 4" WOOD POST STD. OR BETTER 50' MIN FIL TER FABRIC MA TER /AL 60" WIDE ROLLS USE STAPLES OR WIRE RINGS TO A TTA TCH FABRIC TO W1R w» n"» 20' 30' 5' 31 —40 7 41 — 50 9 51'-60' 10.5' 61 '— 70' 12' FILTER F4&?1C PLAN 50' MIN RIMIc Ra o 2" X 2" 14 GA WIRE FABRIC OR EQUIV. 6' 1F 6" MIN Ar SECTION TYPICAL EAR THEN BERM A T TOP OF SL OPE SECTION a -a SPACING OF ROW OF SANDBAGS TUTS N Ts SIL T FENCE STABILIZED CONSTRUCTION EV RANCE N Ts MARK REVISIONS APPR. DA TE THESE PLANS HA VE BEEN REVIEWED FOR COMPLIANCE W1 TH THE APPROPR /A TF PREPARED BY SEAL "AS BUILT" C/ / 1 OF L/7AE ELJINORE SHEET NO. COIVD 1710VVS OF DEVELOPMENT AND /OR CITY AND STA TE LAWS AND HA VE BEEN &4GA IN C 357 N. SHERIDAN STREET FOUND ACCEPTABLE EtOFN. L/'IN D PL NN //1 C CORONA, 92880 ° P S N • Hg qty, RCE EXP. DA IFK - °;y REVIEWED BY EROSION CONTROL PLAN # TFL. (951) 279 1800 11 a Z ARVMNG FAX (951) 279 -4380 Uj No. 65931 Engineering, Inc. * * INSPECTOR DA TE OF 27 SHTS sT civi\- SCALE- AS SHOWN BENCH MARK. ELEVA TIONS SHOWN HEREON FILE NO. l 1LLWC VnI RCE 1 DATE 9 FOFCAUE ARE BASED ON RIVERSIDE COUNTY BENCH- ENGINEER — tom. grIS DATE APRIL 2015 MARK N0. D 307 RECOVERED PER RECORDS CITY OF LAKE ELSINORE FARR /S N. HADDAD R.C.E. NO. 65931 DA TF ELEVA TTON.• 1423.258 (NA VD 88) Drowi7g: R: 1254320 Find Crodhug Rough OVERALL 320 - PLN - ROP - EGP - 31593PH1 - 002dwg Layout: ECP -2 Saved 412012015 1049 AM Plotted 412212015 6:00 AM By Denny Horton IIIINO A I.III•jIII iiiiiOIIIIII •••••••Ii.•••••••• ii %% % % OF 6' MAX 2" X 2" 14 GA WIRE FABRIC OR EQUIV. 6' 1F 6" MIN Ar SECTION TYPICAL EAR THEN BERM A T TOP OF SL OPE SECTION a -a SPACING OF ROW OF SANDBAGS TUTS N Ts SIL T FENCE STABILIZED CONSTRUCTION EV RANCE N Ts MARK REVISIONS APPR. DA TE THESE PLANS HA VE BEEN REVIEWED FOR COMPLIANCE W1 TH THE APPROPR /A TF PREPARED BY SEAL "AS BUILT" C/ / 1 OF L/7AE ELJINORE SHEET NO. COIVD 1710VVS OF DEVELOPMENT AND /OR CITY AND STA TE LAWS AND HA VE BEEN &4GA IN C 357 N. SHERIDAN STREET FOUND ACCEPTABLE EtOFN. L/'IN D PL NN //1 C CORONA, 92880 ° P S N • Hg qty, RCE EXP. DA IFK - °;y REVIEWED BY EROSION CONTROL PLAN # TFL. (951) 279 1800 11 a Z ARVMNG FAX (951) 279 -4380 Uj No. 65931 Engineering, Inc. * * INSPECTOR DA TE OF 27 SHTS sT civi\- SCALE- AS SHOWN BENCH MARK. ELEVA TIONS SHOWN HEREON FILE NO. l 1LLWC VnI RCE 1 DATE 9 FOFCAUE ARE BASED ON RIVERSIDE COUNTY BENCH- ENGINEER — tom. grIS DATE APRIL 2015 MARK N0. D 307 RECOVERED PER RECORDS CITY OF LAKE ELSINORE FARR /S N. HADDAD R.C.E. NO. 65931 DA TF ELEVA TTON.• 1423.258 (NA VD 88) Drowi7g: R: 1254320 Find Crodhug Rough OVERALL 320 - PLN - ROP - EGP - 31593PH1 - 002dwg Layout: ECP -2 Saved 412012015 1049 AM Plotted 412212015 6:00 AM By Denny Horton M. 2 I, i : ,.^ ir _- --- /_"- / CONSTRUCTION NOTES IA- r-"' -117' c62 Men IA- s _--_ - _ 1. r - v 0 i/ ly 1 1 \ I 1 Ol EC -4: APPLY HIDROSEEDING O2 SE- 1: INSTALL SIL T FENCE (SEE SHEET 2) O3 SE -4: CHECK DAM, PLACE ROCKS X HIGH UNLESS NOTED OTHERWISE ON PLAN SE -3.• SEDIMENT TRAP O5 SE -6.• GRAVEL BAG BERMS 6 EC -9: TEMPORARY DRAINAGE SWALE TO BE PLACED ABOVE OR BELOW, NOT ON, A CUT OR FILL EROSION CONTROL PLAN SLOPE. MIN. BOTTOM WIDTH SHOULD BE 2; MIN. DEPTH SHOULD BE 18", 2.• 1 MAX SIDE SLOPES. O7 SE- 10. GRAVEL BAG ENERGY DISSIPA TOR SE- 10. PLACE GRAVELBAGS (OR SEDIMENT BMP APPROVED BY THE PUBLIC WORKS INSPECTOR) AT CATCH BASIN AND DRAINAGE INLETS TO PROVIDE FOR DESIL TING OF RAIN OR EXCESS WA TER PER DETAIL (SEE SHEET 2). uj No. 65931 m TC -1: STABILIZED CONSTRUCTION ENTRANCE TO BE CONSTRUCTED AT LEAST 30 -FEET MIN. IN WIDTH AND 50 -FEET IN LENGTH, TEMPORARY DRIVE PAD TO BE 3 -6 INCH CRUSHED ROCK BEDDINGO9MATFR/AL W/ TH A 12 -INCH MIN. THICKNESS FOR WHEEL CLEANING TO M/ TIGA TE TRACKING OF MUD AND SILT ONTO PUBLIC STREETS PER DETAIL (SEE SHEET 2). 14 24 411 41.1 3'4 40=111IIti 4-4 371 I , \' LOT _ 36-1 u 8 34-1 I O5s _ E / \ \ ` O 5-4 33.1 31.1 46.1 4 1 44-1 \ \\ 6.4 Oe v -1 18 -1 29.1 30.1 1 48 -1 1 1 I I i Ir 8 50-1 3V. 7.4 53 -1 / l 36-3 37-3 - 1 1 22 1 21 1 5 353X3-3 1154 10.1 54.1 383 19-1 18.1 17.1 I I 56-1 SS-1 ' i '`' \ I 343 8 III\ 313 9.41 _ 45 3 10.1 - 9-1 393COURT C 11.1 I 313 113.4 13 -1 14-1 104 1•" - - \\ \, . I 154 16-1 303 I 433 I I 40-3 1 413 41 -3 111.4 71.4 29.3 I 5 711,4 1 ; tnt 8-1 7 -1 6-1 5-1 4-1 3 -1 1 -1 1 I 18-3 1 I I 710.4 13.4 OT mW II 453 46.3 / PARK p I 443 I I 5 47 -3 1 Z7-3 A I 14.4 TRACT JLW34 p -c pt X t 8 IH 109.4 GNN - LANE 8I ATA I 16-3 - 48-3 108-4 o u5r - 0 25-3 16.4 \ \ \ -1," __ I 8 A49.3 s23 3 5o3 1848 19,4 /[ 14.3 10^4 106^4 OT mr \ / / i \ 23-3 - / 105.4 22-4 V _ V I / / \ 533 \ 104-4 223 13.4 38-4 37.4 j `,\ Z2 \ ` 11 -3 ,/ \ / i \ 40.4 ( _ N35.4 5 \ l/ \ 2 3 \ 101.4 ' 1 / / 3-1 \ // ` \ / -` _ 34.4 25-4 \ \ 19.3 56-3 \ // / 414 41 1 \ \j\ - \\ // \ 84 2 4 \ / I - % 18.3 2 434 173 \ \ \ / \ \ 44.4 46-4 48 / 32.4 27.4 _ t5• ^- 5 4.5.4 SCALE.- 1 " 100' 0 100 200 300 4006-1 / 16-3 SEE SHEET NO. 27 MARK I REVISIONS APPR. DA TE PREPARED BY SEAL "AS BUIL T, SHEET NO CITY ENGINEER DA TE• APRIL 2015 0 CITY OF LAKE ELS/NORE FARR/S . D D R.C.E. N0. 65931 DA TE ELEVA T /ON: 1423.258 (NA VD 88) growing: R. 1,254320 Finol Groding Rough OVERALL 520 - PLN - RGP - ECP - 31593PW - 003.dwg Layout ECP -3 Saved 412012015 ,054 AM Plotted 412212015 6.08 AM By Denny Horton THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE W71H THE APPROPRIATE COND /TIONS OF DEVELOPMENT AND /OR CITY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE ENGINEERING .357 N. SHER /DAN STREET SU I TE 117 a LAND PLANNING CORONA, CALIFORNIA 92880 TEL. (951) 279 -1800 OQROFNSS / pN` S H-4,0 ` G, Q 9Q Z RCE EXP. DATF REVIEWED BY UTY Of LAKE EbINURE 26 EROSION CONTROL PLAN SURVEYING FAX (951) 279 -4380 uj No. 65931 m 2Al Engineering, Inc. INSPECTOR DATE OF SHTS L EL l lKAK1NA RCE_2 It''SO DATE s P TgTE civic o OFCA E SCALE- AS SHOWN BENCH MARK. ELEVA TIONS SHOWN HEREON ARE BASED ON RIVERSIDE COUNTY BENCH- MARK NO D 307 RECOVERED PER RECORDS FILE N0. CITY ENGINEER DA TE• APRIL 2015 0 CITY OF LAKE ELS/NORE FARR/S . D D R.C.E. N0. 65931 DA TE ELEVA T /ON: 1423.258 (NA VD 88) growing: R. 1,254320 Finol Groding Rough OVERALL 520 - PLN - RGP - ECP - 31593PW - 003.dwg Layout ECP -3 Saved 412012015 ,054 AM Plotted 412212015 6.08 AM By Denny Horton J ^ f • ^rte J 2 45 K O r Maas_ tsa< 1 1, r i / s I b I o I I MARK REVISIONS Drawing R. 12545Zu Final lGroding Rough OIERALL Il320 - PLN - RCP - E(.P - 315YJPH1 - 004.dwg Layout ECP -4 Saved. 412012015 1100 AM Plotted. SEE _ SHEET NO. 26 j 89.5 88-5 87-5 86-5 CONSTRUCTION NOTES I i° o I' I I\ I I° o D 2 OTT J6 Chi \ J o JF er \ \ c o \ \ M b / Ol EC -4: APPLY HYDROSEEDING O2 SE- 1. INSTALL SILT FENCE (SEE SHEET 2) O3 SE -4: CHECK DAM, PLACE ROCKS X HIGH UNLESS NOTED OTHERWISE ON PLAN SE -3.• SEDIMENT TRAP O5 SE -6: GRAVEL BAG BERMS EC-9. TEMPORARY DRAINAGE SWALE TO BE PLACED ABOVE OR BELOW, NOT ON, A CUT OR FILL SLOPE. MIN. BOTTOM WIDTH SHOULD BE 2, MIN. DEPTH SHOULD BE 18 , 2.• 1 MAX SIDE SLOPES O7 SE -10. GRAVEL BAG ENERGY DISSIPA TOR SE- 10. PLACE GRA VELBAGS (OR SEDIMENT BMP APPROVED BY THE PUBLIC WORKS INSPECTOR) A T CA TCH BASIN AND DRAINAGE INLETS TO PROVIDE FOR DESIL 77NG OF RAIN OR EXCESS WA TER PER DETAIL (SEE SHEET 2). TC -1: STABILIZED CONSTRUCTION ENTRANCE TO BE CONSTRUCTED AT LEAST 30 -FEET MIN. IN O9 WID7H AND 50 -FEET IN LENGTH, TEMPORARY DRIVE PAD TO BE 3 -6 INCH CRUSHED ROCK BEDDING BENCH MARK: ELEVA 77ONS SHOWN HEREON ARE BASED ON RIVERSIDE COUNTY BENCH- MARK NO. D 307 RECOVERED PER RECORDS. ELEVA 770N.• 1423.258 (NA VD 88) MA TERIAL WITH A 12 -INCH MIN. THICKNESS FOR WHEEL CLEANING TO MI77GA 7E TRACKING OF MUD AND SILT ONTO PUBLIC S7REETS PER DETAIL (SEE SHEET 2). SCALE- 17 - 100' 0 100 200 300 400 CITY Of LAKE ELSINORE EROSION CONTROL PLAN SHEET NO. 27 OF 27 SHTS FILE NO. 1 - 2& 4 APPR. DA TE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE W/ TH 7HE APPROPR /A 7E COND /77ONS OF DEVELOPMENT AND /OR CITY AND STA7F LAWS AND HAVE BEEN FOUND ACCEPTABLE I , I I , , --_ -_ PREPARED B ENGINEERING 357 N. SHERIDAN STREET SUITE 117 C I'1 LAND PLANNING CORONA, CALIFORNIA 92880 7FL. (951) 279-1800 SURVEYING FAX (951) 279 -4380 Engineering, Inc. 22 I FARRIS ADD R.C.E. NO. 65931 DA 1F k\ \\\;, \ i i i i / V -J fil 1, SEAL QROFESS /pN J s N. Hgoo 1.7- -70 i Uj No. 65931 m s c vi` P 9lfpF pA FO AS BU /L T' RCE EXP. DA ]F REVIEWED B Y. INSPECTOR DATEV K d_RU CAYLNA__ RCE tZFW DALE CITY ENGINEER CITY OF LAKE ELS/NORE SCALE- AS SHOWN BENCH MARK: ELEVA 77ONS SHOWN HEREON ARE BASED ON RIVERSIDE COUNTY BENCH- MARK NO. D 307 RECOVERED PER RECORDS. ELEVA 770N.• 1423.258 (NA VD 88) 5 6:15 AM By. Denny Norton DA 1F APRIL 2015 SCALE- 17 - 100' 0 100 200 300 400 CITY Of LAKE ELSINORE EROSION CONTROL PLAN SHEET NO. 27 OF 27 SHTS FILE NO. 1 - 2& 4