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HomeMy WebLinkAbouttr28214-3 & tr28214-5 Precise Grading Plan pg.1 PRECISE GRADING PL AN TRACT 28214-3 PINNA CL E A T ALBERIAL L RANCH `�ti^TRACT 28214-5 GRADING NOTES.• �.��� cyO(s�o PROJECT SITE NJCy p�S 1 ALL 802 AID APPLICABLE EHALL BE S�D4RDS AN AV CC 9 SP£C1,9 77ONSE C17Y OF LAKE AND 7HE LATESTLtD/AON OF R/E UNrFORMOBUILDING TACT NO. it 8i 14-J L 0 M 79-90 CODE(U.B.C.), CHAPTER 33. a � y�• �� TRACT NO. 28214-5 95-111 118-12� 158-1✓9 & 87-74 �S 2. A PERMIT SKILL BE OBTAINED mom 7HE ENGINEERING DEPARTMENT, 0/7Y OF LAKE ELSIMORE, PR/OR TO m M UNTAIN ST. ANY OPEi¢47IONS. � 3 THE f0R7-&7 AND/) THE CONTRACTOR SHALL NORFY ALL UAL/IY COMPAN/ES AND USA ALERT C/TY OF LANCE ELS/NO/QE, CALIFORNIA � = G� �- (811)FORTY-EIGHT(4B)HOURS PR/OR R7 GRID/NC. 4 THE CONTRACTOR STALL N017FY THE CITY ENGINEERING DEPARTMENT AT LEAST TNENTY--FOUR(24)HOURS IN ADVANCE OF BEG/NN/NG GRADING OPEM7701VS. OWNER /DEVELOPER.• ENGINEER' SOILS ENG/NEER.• UT/L/7Y NOTES 5. DUST SHALL BE CONIROLLED BY WATERING OR DINER METHODS APPROVED BY THE C17Y ENG/NEER'. `r'SO RYLAND HOMES K{YL'ENGINEERS PE777A GEOTECHN/CAL, INC. �P WRIER.• EZSNORE VALLEY MUNICIPAL WRIER D/SIA/CT 6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERT7C4L, UNLESS O7HERW/S£APPROVED, 1250 CORONA POINTE'COURT SU/7F 100 1880 COMPTON AVENUE, SUITE,, OO 38655 SKY CANYON DRIVE, SU/lE'A 31315 CHANEY SA?EET F RIVERSID CORONA, GA 92879 CORONA, C4. 92881-3370 MIRR/ETA, CA 92563 AND SHALL BE SIOiYY ON THE PLAN. LAKE ELS/MORE, G4. 92331 O (951)300-5187 (957J 734-2130 (951J 600-9171 (95>)674-3146 7. IWL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL 70 1 1ERTT044, UNLESS 07HERMSE APPROVED, CONTACT CR4IG MORAES FORWARD PLANNER CONTACT.•a41V RUIZ, P.E. CONTACT GRAYSON WALKER, G.E. SEWER.' ELS/MORE VALLEY MUNICIPAL WAIEY7 O/SIR/CT VICINITY M.4P SKILL BE SA7WN ON PLAN, AND SHALL NOT H4VE LESS THN SOX RELAIAE COMPAC77ON OUT TO THE ELSINJIJ1 EVALL STREET FIN/SHED SURFACE. CONSTRUCTION NOTES AND DUAN77Y ESTIMATE 07Y LAKE ELSINORE, CA. 92331 8. FILLS SL41L BE COMPACTED 7HROUGHOUT 70 9OX DEIVS17Y AS DETERMINED BY THE MOD/PIED THREE"(3) (951) 674-3I46 NOT TO SCALE LAYER A.S.l.M. 0-1557-70 TEST METHOD. O E0411VALENT. /NSTALLUBASINOEP7H5 ADVUSTMENZY AS REO/U/RED. 2B8 SN OR EA. CM45' 27740E✓5fFERSON AVE. CO. 9. FILL AREAS SKILL BE CLEAVED OF ALL tEGETA77ON AND DEBRIS, SCAR/RED AND/NSPECIED BY THE SUITE-328 LEGEND & SYMBOLS GRADING INSPECTOR AND APPROVED SOILS 7ES77NG AGENCY PRIOR TO 7HE PLACING OF FILL. O CONS7RUCr 4'7NCK X'--O"X 7-O'CONCRETE PAD FOR TRASH RECEPTACLES IEMECULA, CA. 92590 1 SEE DETAIL HEREON. 48 EA. (909)335-7828 B"/Mtlro � --:zoa---- =EXIS77NG CON70UR EZEVAROW 10. ALL FILL A14MN IL -9MLL BE CLEAN EARTH. NO FILL SK4LL BE PLACED UNRL PREPAR477ON OF GROUND 3 INSTALL 4"PLASRC OR4/N PIPE® 1X MIN OR AS SHOWN ON PCAN. f0439 LF. PHONE' SBC/PAC/f7C BELL CIE(VER/ZON) B.SL. =BUILDING SE784CK LINE /S APPROVED BY THE SOILS ENGINEER1265 N. VAN BUREV 150 S. ✓UdAN/)A STREET 4.0&7UT awE(s) REV. =EZE001770N 11. f7N/SH 6R40E SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 0"PER FOOT FOR 4 C046 RUCT 2'--8-AM1X. RETAINING WALL PER DETAIL ON SHEET 3. 63 L.F. ANAHEIM, CA. 92807 HEMET CA. 9254T 6 aF�� O =FINISH 62010E A MINIMUM OF THREE(3)FEET, )HEN 1X(MINIMUM) TO fZOW L/NE OF EARTH STALE. (951)929-9493 (951) 672-6518 fZ =fZOIYLINE O INSTALL 4"SCHEDULE 0 P.V.C. DRAIN PIPE® 1X MIN UNDER SIDEWALK 71 � EZECTR/C.• SO. CAL. ED/SON CO. FS =FIN/SHED SURFACE 12. M/M/NUM BUILDING PAD AND DRA/NAGS SWiALE SLOPE SHALL BE 1X/F CUT OR FILL SLOPE/S LESS 7HAN PER C/IY OF LAKE ELS/MORE STD. 303. 26100 MENEFEE`ROAD TEN FEET(109, AND 2X IF CUT OR RU /S GRE47ER 7/d4N TEN FEET(102. DRAINAGE SHALES SHALL BE ROMOLANO, C4. 92585 PLAN tom%, INV =INVERT A MIN/MUM OF 0.5'DEEP ANO CONSTRUCTED A MIN/MUM OF 7W0 FEET(22 FROM THE 70P OF CUT OR FILL N07E• THE ABOVE 0U4N777ZFS HAVE BEEN ESRA647ED BY 7HE ENGINEER FOR 951)92D, CA. MIN. =MINIMUM SLOPES, PERMIT PURPOSES ONLY. THE CONIMC70R SHALL DE7FRM/NE HIS OWN OUANPRES (951)820-5498 B,.A�EF-D 61.�N Pt =PROPERTY LINE INDEX SHEET NO. w FIRE.• RIVERSIDE COUNTY FIRE DEPARTMENT 13. PROVIDE 5'WIDE BY 1'H/CH BERM OR EOU/VALENT ALONG 7HE TOP OF ALL F7U SLOPES'OVER 5'H/OH. RIL R/W = RIGHT OF WAY E SHEET > 4f0 W. CR4hAM AVENUE 14. PROVIDE A BROW DITCH, DESIGNED TO HANDLE ONE HUNDRED(100) YEAR STORM ROWS ALONG 7HE TOP INDEX MAP p LAKE ELSINORE, CA. 92530 GB = GRADE BREAK OF CUT SLOPES (951) 674-2161 PRECISE GR40/NC PLANS 3-7 FIBER OP7/C: LEVEL 3 COMMUN/C477ONS TC = TOP C CURB 15. NO 0857RUC7701V OF ROOD PLAINS OR NATURAL WATER COURSES SHALL BE PERM177ED ERGS/ON CONTROL PLAN 8-10 NE7WORK RELOCA77ONS DEPARTMENT P.U.E. = PUBLICI UTILITY EASEMENT 16. A OILS ENGINEER SHALL BE RETAINED BY 7HE DEVELOPER TO SUPERVISE GRADING AND PROVIDE A RNAL ESTIMATED EARTHWORK QUANTITIES BROOMF��8002 SLOG 33A-522 ew = BOCK OF wALK SOILS REPORT WH/CH INCLUDES FOUNQ4770N REOU/REMEN75(SUSVIKSIONS)AND EXPANSIVE CH4RAC7ER/S77CS (720)888-2999 •AWN KEW 7S = TOP OF STEP OF THE SOIL. ON-SITE EAR7HWORK QUANA77ES CABLE.• COMC4ST/MEDIO ONE 6 ROUND GRATE BS =B071OM OF STEP 17. GRADING CENDF704,701V BY ME DEVELOPERS C/NL ENGINEER AND A FINAL COMPAC7ION REPORT BY A GRADING SUMMARY I CUT G Y. FILL C.Y. 1581 COMMERCE S7REE7 &' SPEE D BASIN ---- = UNDER SIDEWALK DRAIN SOILS ENGINEER SHALL BE SUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENTS PR/OR TO ISSUANCE FO07)NCS/SWALES' 2840 2640 CORONA, C4 92880 OF BUILDING PERM/7S (951)549-3977 EXT. 108 An No7E.• REFER ro MWUFAMMR3•SPELYFrAIM = SLOPE PER RGP 18. 7HE SOILS iNG/NEER/NG/NVES77647/ON DAW SEPT. 23 2010 PREPARED BY REM GEOTECHN/C44 N07F 7NE ABOVE OUANA77ES HAVE BEEN ESAAMTED BY 77-IE ENGINEER FOR e y, IOR MORE bFUE•ON MATED UNEA19CAs INC, SHALL BE CONSIDERED A PART OF 72V/S GRADING PLAN AND SHALL BE/N COMPLIANCE. PERMIT PURPOSES ONLY. 7HE CONTRACTOR SHALL DETERMINE HIS OWN OUAN7777ES AND HE IS SOLELY RESPONSIBLE FOR DETERMINING THE AMOUNT ANO COST OF --- --- ------ = PROP. SLOPE PER THIS PLAN 19. A REGISTERED C/17L ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CER771,7CAAON OF BUILDING IMPORT/EXPORT AND OTHER GRADING OUANRRES FOR 7H/S PROJECT. _ - PAD EZEVA77ON. WHERE SPEC/FTC ELEVATIONS ARE REQUIRED, TIE-REVARON(WITH RESPECT TO MEAN SEA GRADING NOTES CONTINUED.• yy REV FG NY FC u LEVEL)SHALL BE GIVEN. /F AN REVA77ON W7H RESPECT TO ADJACENT GROUND SURFACE IS REOU/RED, THE TC 1 H/GN To / = DAYLIGHT LINE A07UAL D/STANCE ABOVE THE AD ACENT GROUND SHALL BE GIVEN. INV.rN1. X fRYNT ,I.DA'INK = FLOW LINE ,U ANY CONTRACTOR PERFORMING WORK ON 7N/6 PROJECT SHALL FAMIL1ARIZE HIMSELF W/7H 7NE S17F AND 20. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEA7FD/N THE FIELD PR/OR TO COMMENCEMENT OF ANY BE SOLELY RESPONS/BLE FOR ANY DAMAGE TO EX/SRNG FACILITIES RESULTING O/RECRY OR/ND/REC7ZY HI /GW CONS7RUC770N/GRAD/NG. FROM HIS OPERA7ONS WHETHER OR NOT SUCH FACIL177ES ARE SHOWN ON THESE PLANS. �I Nr CXX.XX TOP OF CURB ELEVATION 21, STAB/CITY CALCULARONS W/7N A SAFETY FACTOR OF AT LEAST 1.5 S/iALL BE SUBM/77F0 BY A SOILS 34. THE DESIGN ENGINEER SHALL PROIDE A MINIMUM OF ONE(1)BLUE TOP PER FINISHED PAD, PR/OR TO LOT M2 etar,A'WALL PER �� - STALE ENGINEER TO THE BUILDING AND ENGINEERING DEPARTMENTS FOR CUT AND ALL SLOPES OVER THIRTY FEET ROUGH GRADE APPROVAL. PAO=�Y 7'ANosr"al'E PLAMS / 0 = AREA DRAIN GRATE INLET (302/N VERRC4L HEIGHT. IF-REV - 4"PVC PIPE 35. APPROX/AfA7E DATE OF GRADING OPERATONS ,H Y 22. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FZLS GRE47ER 7HAN ONE(1)FOOT. COMPLETION.-NOVEMBER 1, 2014 cave:FAD /V V - VINYL ACCESS G47E 23. /F SLEEP SLOP/NC TERRAIN OCCURS UPON WHICH FILL /S TO BE PLACED, /T MUST BE CLEARED, KEYED BEGINNING OPERA770N.•✓UN£ 1, 2013 SEE OETNL HEREON � t HIGH = VyyE{y FENCE SOUND AT7EN. AND BENCHED INTO FIRM NATURAL SOIL FOR RILL SUPPORT. PREPAR 77ON SHALL BE APPROVED BY A 36. NO ROCK OR OTHER IRREDUCIBLE MATERIAL W/7H A MAXIMUM DIMENSION GRE47ER 7HAN THREE INCHES 2 rAm6r PCN = COMMUNITY WALL REGISTERED SOILS ENGINEER PR/OR TO PLACEMENT OF FILL MA7ER7AL. SLOPES GRE47ER 7HAN 5-1 ARE (32 WILL BE PLACED IN FILLS W17HIN ROADBED AREAS OR THREE FEET(3) OF FINISH GRADES, UNLESS REOU/RED TD BE KEYED AND BENCHED THE LOC47701V MATER14LS, AND DISPOSAL METHODS ARE SPECIRC4LLY APPROVED BY 7HE SOILS ENG/NEER. E77y ------- =RE7URN WALLS 24. THE SOILS ENGINEER SHOULD INSPECT THE CDNS7RUCAON/N THE FOLLOWING STAGES• 37. THE ENGINEER MUST SET ORADE STAKES FOR ALL DRAINAGE DEICES AND OBTAIN INSPE077ON BEFORE Ho HNMHFL -// -// - = TUBULAR SIFEL FENCE APPROVAL. � D7<,/�� G21DE EER fY.4N A• CPR£2-3-0A hME3 p = KNYZ PRIVACY FENCE A. UPON COMPLETION OF CLEAR/NG ANO OUR/NG EXCAVATION AND BEFORE B4CKF/LL OF ALLUl21L, COLLUVGAL ..�rjlY e O.C. nucH wAUt Few AND TERRACED AREAS AND ANY SUBSTRUCTURES 3B. GRAD/NC PLANS WILL NOT BE APPROVED UNRL ALL RETAINING WALLS ARE APPROVED BY THE BUILDING SfCa&04RY 0WRROW e7W) ■ =PRODUC77ON PILASTER DEPARTMENT. B. DURING ALL ROUGH GRADING AND OPER4770NS INCLUDING PRE-COMPACTON, BENCHING AND FILLING CURB-a FINISH GRID£ OPERATIONS. SPECIAL NOTES.• _ aREDnav a,now - m C. DURING INSTALLARON OF BUTTRESS AND CANYON SUB-DRAINS AND F/L76R MA7ERML. 1. ROOF DRAINS SHALL NOT BE CONNECTED TO ONS/7E DRAIN PIPING. D. WHEN ANY UNUSUAL GRADING COND177ONS ARE ENCOUNTERED DURING CON57RUCRON. 2. DRAINAGE EASEMENTS W/LL BE KEPT CLEAR OF ALL OBS7RUC77ONS NO BUILDINGS OR WALLS SHALL BE jyp/CAL LOT DRA/NAG£ DETAIL • '' PLACED W/7H/N EASEMENT LIMITS TEMPORARY IMPROIEMEN75 ARE SUBJECT 70 REMOVAL AT OWNERS m 25. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WI7H ROSEA ICE PLANT OR AN07HER EXPENSE. Ivor 70 SrALE 99 o r\ I N APPROVED GROUND COVER, AT 7WELVE INCHES(122 ON CENTER. SLOPES OVER FIFTEEN FEET(152 IN 3. ALL OR/IEWAY5 AND WALKWAYS ARE 70 BE CONS7RUCIEO PER DETAILS AND SEC710NS r IERRC4L HEIGHT IN ADD/RON TO GROUND COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS OR SECONDARY OVERFLOW ; o COMBINA77ON THEREOF. SHRUBS SHALL BE PLANTED AT TEN FEET(102 ON CENTER,• 7REE5 AT TWENTY FEET AS SHOWN ON LANDSCAPE ARCH/7ECT'S PLANS(BY SEPARATE PERM/TJ. • WALL OPENING DETAIL (202 ON CEN7E7L• COMB/NAAONS FIFTEEN FEET(15) ON CENTER. SLOPES'OVER THREE FEE7(3)/N VER=44 4• ALL PROPERTY WALL AND FENCES'ARE TO BE CONS7RUC4FD PER DETAILS AND SEC7701VS PtF� W HEIGHT SHALL HAVE PERMANENT IRR/CARON SYSTEMS WITH B40KfZOW PREVENRON DEVICES PER U.P.C. AS SHOWN ON LANDSCAPE ARCHITECTS PLANS(BY SEPAR47F PERMIT) NOr ro scALE ^ ✓ 5'MIN. NPDES WD/D,�8 33C356521 WX 5'M/H. pL U 26. APPROVED PROIECRVE MEASURES ANO TEMPORARY DRA/NAG£PROl4S/ONS MUST BE USED TO PROTECT FL Fz ALUO/NING PROPERRES DURING THE GRADING PROJECT 3'M/N. 1'M/N. GRAD/NC PERMIT/¢' W 2 JS"7rP z 2 J JO'M/N. 27. APPROVED EPOS/ON PREVEN770E DEVICES SHALL BE PROl70E0 AND AIA/NTA/NED DURING THE RAINY SEASON � B• I I AND SHALL BE/N PLACE AT 7HE END OF EACH OAY"S WORK. BASS OF BEARINGS' THE ETAS/S OF BEAR FOR IH/S AGAR WAS TAKENTAKENFROM THE STATE PLANE 6'MINN I a 28. ALL WORK SHALL CONFORM TO THE 0/7Y AND STATE CONS7RUCRON SAFETY ORDERS CDORD/NAVE SYSTEM,, CCS 83, ZONE 6 LZ4SE0 UPON NGS POINT iiLBER" I 6-MIN � AND POINT 'WALKER; BEING N 522530"W. tLQ I 6'M/N r 29. 7HE LOCARON AND P907FC770N OF ALL U77LITIES'IS THE RESPOIVSIBIL17Y OF 7HE PERMMIZE/CONTRAC7OR. - PAo ' Zx I P� 9z nix .7' LEGAL DESCRIPTION - 30. AN APPROVED SET OF GRADING PLANS SHALL BE ON THE✓08 S17F AT ALL 77MES 2.T M/N. 107S 95-111, 118-124, 156-159, 67-74 OF/R4CT NO. 28214-5, /N THE . 2 'V/,uNj,Y Q\\ z J"�^�' `N TYP/CAL CONCRETE PAD a Aft 31. SANITARY FAC/L/71ES'SHALL BE MAINTAINED ON 7HE S/IF FROM BEGINNING TO COMPLETON OF GRADING C/7Y OF LAKE ELS/NORE, COUNTY OF RIVERS/DE, STATE OF C&AFORNGA FILED/N `4'PkV ORUN P/PE�Z0, 2OX ANX TRASH RECEPT/GALS OPERATION. MAP BOOK 403, PAGES 36 THROUGH 43, OF MAPS, RECORDS OF S410 COUNTY 32. ALL SLOPES'SHALL BE PLANTED AND IRRIG,4RON FACIL177E5 SHALL BE PROWDEO FOR ALL SLOPES'IN AND LOTS 79-90 OF 71RACT NO. 28214-3, /N THE C/7Y OF LAKE ELS/MORE, / FICAL S/DE YARD SECT/ON TYPICAL REAR YARD SECT/ON �r>n s z EXCESS OF THREE(3)FEET 1ER7764L HEIGHT WITH/N NINETY(90)DAYS AFTER COMPLE770N OF ROUGH COUNTY OF RIVERSIDE STATE OF CWIFORNM FILED/N MAP BOOK 392, PAGES 94 nPIM ME YARD ANC PPM REARYMD G,eaoNO PGRADING AND SHALL BE RIOR 7O THE APPROVAL IN ACCORDANCE RIVALANC ECRON C17Y OF LAKE ELSINORE GRADING ORDINANCE NO. 882 7HROUGH 99, OF MAPS, RECORDS OF S41D COUNTY AVT M scuE AV r 70 Sr" NPDES WD/D #8 33C366521 " BENCHMARK Underground Service Alert MARK DATE REVISIONS APPR. DATE THESE PLAN HAZE BEEN REwE7A'ED FOR SEA UNAUTHORIZED CHANGES: FROM 7HE NZERSECIMN OF COMPLIANCE W/7H THE APPROPRIATE COND177ONS PROF ESS/pN AWVA%;� CITY OF LAKE ELSINORE SHEET � . ( GIU7MN-717E EAMEER PREPARING THESE PUNS ANC[NOT BECAAES/MRE MW AND aVMDV CaII: TOLL FREE OF DEVELOPMENT AND/OR C/7Y ANO STALE ON Qq �` RESPONSIBLE aP Lue[E FOR UUUMORMD CIUNGEs R7 7NESEh� o ti /NEERS TRACT NO. 28214--T 28214-5 sIREZT 4o FEET sou7HEas7ERLr LAWS AND A PERMIT CAN BE ISSUED. y 2 y C FrANs AU cHavcEs ro INESE Fr ws Musr BE AF»eovtn BY M CML ENGINEERING"PIANNINC•SURVEYORS PREPARE7R OF THESE PLANS AND 7NE eYIY ENGINEER. 1 ALONG LAKESHORE AND 40 FEET V' � 1880 COMPiON AVENUE,SURE 100•CORONA CA 92991-3J70.951-7J6-21 NOR7HFAS7ERLY M THE el/ISW 811 �, m No.78472 � m PRECISE GRADING PLAN. TITLE SHEET, .IN ME TOP OF MRB Exp.9/30/13 a Ar BOR. �,0-d--{-.- DATE-Of�of�LIJ _ SCALE AS A07M * * PREPARED UNDER THE S P_ F.• OF 10 BENCHMARK No. c-.v5-.r3 Two wonKlHo DAYS BEFORE rou oKi KEN SEUMALO R.C.E. NO. 569f5 EXP. 6/30/13 �qTF CI VIA ���P e NR,�ool✓M as s -'� DATE 5 28214--T' 79-90 SHEETS C/7Y ENC/NEER, C/IY OF LAKE ELS/MORE OF CA��F� R.C.E. NO 78472 EXP. 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DATE THESE PLAN HAVE BEEN REVIEWED FOR SEA UNAUTHORIZED CHANGES: 7 FROM 7W McER EMM OF COMPL4WCE WITH 7HE APPROPRIA7E CONDITIONS PROFESS/ CITY OF LAKE E LS I N O R E SHEET O rAU716W-ME ENGINEER PREPARMC 1HES'E PUNS NOLL NOT BE u '�Fes" Call: TOLL FREE LA DEVELOPMENT ANDCAN E I AND STA7F �``'- N M• Qq ResPaNS"a?LA"FO?VMUn�rzEo CWI&'S To n4ME' � 51REEr+o FEEr sDUnYEasTmGr LAWS ANO A PERMIT CAN BE ISSUED. .� �� ENO/NEE/9S PLANS ALL C�,E,�MIEW�s NiSr aF APPROWD By RAC 4 v9 �'`� CML ENGINEERS•PLANNERS.SURVEYORS //�{/T NO. 28214-5 ALA LAKE �� �C �1 Z 1880 CdAPttMI AVENUE,SUM 100•CORONA,CA QMI-YAO.951-7J4-21 PREPARER OF 7hESE PLANS AND THE CNI'ENGINEER WU4RASRRLr m P LPlLSEZED w m No.78472 -1 �*+ , .�,»�,�,�cr�B z Exp.g�13 A PREC/SE GRAD/NG PLAN ^� AT BCR. f6-u.�.�ry- DATE * PREPARED UNDER IH /ON OF _ SCALE AS Ab7E0 OF 10 ry nb �_�,- M WORKNO DAYS BEFORE YOU DIG KEN SEUMALO R.C.E. NO. 56915 EXP. 6/3O/f3 `> CIVIC R�a�Q' ,,�/ E7T H3 DATE 5 LOTS 103-111, 1>8-124 SHEETS o ESEW/KW 7.3(5545 ALSL(192Y LNIIMY DESIGNED BY:BMB DRAWN BY:: MLL CHECKED BY: BMB C17Y ENGINEER, C17Y OF LAKE RSINORE OFCA1.1� R.C.E. NO 78472 EXP. DATE 9Z•-�13 ��A3 FILE No. 2 11 5' O \ P \ R0 \ 1y392 e ' yr� ryh 9 7G`' far TY -rqx -- - ----------- - \ �♦ �IF* ��� k ssso rc , ,sasD rc 1.0Z 2.I 1ox C` \ �i ♦ pgp� Y lq 1B' S' V k 61.90 TG 61.90 6. ..NV k 69 PG4N3C 690 3 N ti �� \ \ � ti' y♦' �\ S>>3 3 PAD=1569.1 p 6. 0 PLAN 24 61.3 3 P \\ ♦ 16gf FF =1569.E J =1562.4 \ ,50��• \\ 7S� ,9 19' 05v ' '� .r ? , 4 J 68.75 TO , /68.78>G ' a z h z Fj ♦ a ��j � � �,. 69.0 � ��� 62.1E TG � �62.09 TG ♦ i s \\ �'�7G' I AZ 2 6I.50 7G 7' W Dw 4 s l\�TZ7Y EX. C&•G s s ro 8 66.32/ N 13 , 14 1566.9X J 1570.93CcQ•(, n' 6 TC S 1563.30 TC 1561.47 Q v p .2'MIN. I. MIN. v -^ - - --- --- - - 69.4E TO 1 '4 -i2 70.35 7G - vI 6352 TO , Opp / 6505>G L 71.4 •a••• 4 159 29 s z k T 79 PAD f571.5 72.065. '� > > ���1111 00 O 0 4 F =1571.5 3 O 71.2 IG � � .19� 1.58 PLAN.�7 71. ✓ PAD=15658 k FF =1566.3 5• GF =1565.8 J 71.00 TO 71,V 7O h / 6..30 TO 6530 TO (� LO.r L2 L0X CONSTRUCTION NOTEs sI Oj INSTALL NOS 6'ROUND GRATE f50 ON 6'SPEE-D BASIN - 5 7'0 kr, 28.64' 6 OR APPROVED EQUAL. INSTALL 845IN DEPTH AD✓US7MENTS C AS REWIRED. a OCONS7RUCT 4'7HICK 3'--0'X 7=0'CONCRETE PAO FOR TRASH RECEPTACLES. SEE DETAIL ON SHEET 1. 0 INSTALL 4'PLAS77C DRAIN PIPE® 1%MIN OR AS SHORN ON PLAN. ' 11 INSTALL 4'SCHEDULE 40 P.V.C. DRAIN PIPE® 1X MIN UNDER SIDEWALK ?O' 0 20' 40' 50' } PER 07Y OF LAKE ELS/NORE STD. 303. N01 SCALE IN FEET z. ALL IMPROVEMENTS W/THIN R.O.W. PER 28214-5 ST. IMP. PLAN z BENCHMARK Underground Service Alert MARK DATE REVISIONS APPR. DATE THESE PLAN HAVE BEEN REVIEWED FOR SEA UNAUTHORIZED CHANGES: /► FfiW AF A9FR5%V710V OF COMPL4INCE W/7H THE APPROPRI47E CONDNIONS QRDFESS/q�, `i I TY OF LAKE E LS I N O R E SHEET `Yl O,UMV PE ETK,W4ER PRLM&W MEESE-RAMS ML AOT [AKFSNORE opNF AND DRmEN OF DEVELOPMENT AND/OR C/IY AND STATE � N M• ,pEspaNSIaLE OR LcaeLE taq u�cgU,ypRlzEp gcoR�s,0 NE' TRACT NO. _ � Call: TOLL FREE oo @a F ENGINEERS 57REFT V Fa7 S0U1HEAs'fMY LAWS; AND A PERMIT CAN BE ISSUED. h 2 '1' y PURs Att crtwcts m RIESE PLays Musr BE .vPP,envEo er � ,lAh Ayp,�FEET h �% CML ENGINEERS RUNNERS SURVEYGRS PREPARER L RIESE PLi1NS.tNO THE 01Y ENGFYEER. 5 "� a 2 1890 CGMPTGN AVENUE,SURE 1GC�CORONA CA 92891-3770�951-7l4-27 NORIHEA,47ERLY M THE ChYSELEO 811 w m No.78472 -1 rn O -#V ROE W OF LURE z Exp.9 A0h 3 A PRECISE GRADING PLAN ���'�� I-�1. PREPARED UNO THE SU�s N OF OF 1O ry AT B(.'R. DATE°4� s * �* �Z ' /Tp SCALE As tinTm LOTS 67-70, 156-159 SHEETS BENLWALARK m c,=-v lr/0 woRXwD DAn BEFORE You DIG CITY ENC%EER, C/7Y OF LAKE9ETS/NORE 6/30/f3 `�q�,HIV ��a♦ M �= 5 -/3 DATE 5 13 FILE No. o ELElf97AZV I.�S6:I5 ALA(1BT9 LHJU/ DESIGNED BY:BMB DRAWN BY. AILL CHECKED BY: BMB R.C.E. NO 76472 EXP. DATE 9L30-13 Z y6 3694' — —————— —or CB f3,38' a 7 56.40 IG' r r 56.40 7L' h k 3 71 PLAN IB PAD=T556.9 1557. 55>O 1 r 56.54 TC J, J , jr .h 56.29 7L' �s�rj's •'s. aw i .O.W N 1557.65 ✓ �, �, 155 ,� 4 a�x 7.J7' N' re 1 s• ♦ a$ \M R 156f. 7 .85 TC > 18 1 � ' sA-/y/.�//� �. 58.07 TC/ �hi �hi l>• �� \\ �F�6?/�.. a \ .. O f 10' r r 1 5' 59.42 TO / 19. \ \ i. 60.09 TG r S• V ?03 09 Ar J 3 0=1560 4 6R pSS PL4N„f4 J I O Iql �j\^l o =756CZ 9 23'' ADs>SSZ3 1. (Kv`1^ 5 O =1560 4 O 6' Ww ►� ->5323 "O IN 21, P P ti 59.90 IG I �59.90 S1.bb�, ,t CONSI-RucnoN NOrEs /. /OX 1 10,E Oj INSTALL WS 6"ROUND('PATE/50 ON 6'SPEE-O 84S/N >OX OR APPROVED EQUAL. INSTALL 94SIN DEPTH AOILISTMENT.S k gg H AS REOU/RED. hIi OCONSTRUCT 4-THICK 3'--O"Al 7'--O"CONCRETE PAD i� W FOR TRASH RECEPTACLES SEE DETAIL ON SHEET 1 51.55' 095 INSTALL 4"PLASTIC DRAIN PIPE O ix MIN OR AS SHOWN ON PLAN. 1 w w O CONSTRL/CT 2--8-MAX. RETAIN/NC WALL PER DEIA/L ON SHEET 2. u d z z. a INSTALL 4 SCHEDULE 40 P.V.C. ORA/N PIPE /x MIN UNDER S/L7EWALK a PER CITY OF CAKE EZS/NORE S7D. 303. NOTE J ALL IMPROVEMENTS WHIN R.O.W. PER 28214-5 Sr IMP. PLAN 20' 0 20' 40' 60' o: SCALE IN FEET z U 6 Z BENCHMARK Underground Service Alert MARK DATE REVISIONS APPR. DATE 7NE3'E PLAN HAVE BEPN RENEWED FOR SEA UNAUTHORIZED CHANGES: �,ME hV7D?-EC7A%V a< COMPLIANCE WITH THE APPROPRIATE CONDITIONS p(tOFESS/ CITY OF LAKE E LS I N O R E SHEEP Q� M• - aulxw-7NE ENGINEER PREPA47WC 7NE5E PLANS MK[NOT tAKESNcwE ' � ' Call• TOLL FREE OF DEVELOPMENT ANO/OR C/TY AND STATE N Qq �n RLSPaYS7&E ap L64&,'FM"117NapM CN44CES 70 7HESE STREET 40 fE£T SOLAIWASTMr LAWS, AND A PERMIT CAN BE ISSUED. 2� ENGINFERS PLAYS &L MOMS TO MEW PLANS AWr&.APAWR D BY ACONG I ESNORE AND 40 FEET ~ �a PNEPAREP OF MEW PANS AN0 7NE MY ENQNEER. TRA(.T NO. 28214-5 6 Na41HFA57ERLY 7D 7I#'LY//SEZED 81'� (� CIVIL ENdNEERS•PLANNERS.SURVEYORS wV'j m N0.78472 ..{ teao COMPfON AVENUE SURE t00�CORONI CA 918S1-3J]0.951-J34-21]a /N ME 7a°a�G4w a Exp.g/30%3 PRECISE GRADING PLAN AT amfL,�iCI DATE,LPL/3 * * PREPARED UNDER THE SU OF 10 ry SCALE AS A477ID &7 aeK NO C-95�3U 1W0 woRaNc DAYS BEFORE YOU DIG KEN SEUMALO R.C.E. W. 56915 EXP. 6/3O/13 q IVI R�P 6 H4RN 5-20-/3 LOTS 71-74, 156-157 SHEETS p EZEl917AaY I, 431ESL(1915(NIGV CITY ENGINEER, C/TY OF LAKE ELSINOREOF CAI\tro R.C.E. NO I472 EXP. DATE 9/30/13 DATE �/20/`ZO/3 FILE No. Z DESIGNED BY: BM9 DRAWN BY: MLL CHECKED BY: y 3g1' L=67.97 .3, ir w 30 3 21 43 V 32p' I 113•� NV m I 1l'30 TO o ^ • ko l 7 2 1.0% 6 3 lO.BO/NV 0.80 INV a^p w q ` II II y D.1513• V O i i O 1.0%. 14.00 ,1514. � o O Orx�7G , , va N � • A 13.50 IN✓ j3.6 �' .. .. ►c 05.50/NV Q�50/NV O1.B0>G / 1 Of.80 ` 09.00 7G H O.30/NV Of.30 hW "' ro �,• 14.00 IM/ TG I iG >;e 0,R50/NV 08.50/NV ^ s m cN 13•`� 13.36 INy 13.27 I�, ti 3 PAD=1511.8 1 * 4 9s.B0 7G , 9s.80 FF =1512.3 H O 2 '` 96.30/NV 9s.30/NV \ 5 TG 13.5 3 9.4 9.4 \ 14. lN✓ 13• 6 GF =1511.8 N 113.5 06.15>G , 0614 TG s p 3• l f.f9 7G / 17.57 7G 09.25 TO 09.19 TO �./ 005/NV 3 02.03 7G 01.98 TO \ P 2B _ f0.40 MN 10.44/ OB.f7 NV 08.10/NV ° ooss-/Nv ' 'ppe9/Nv 9, 7,q P/�gjy 3B *3 81 PLAN 1B a 3 PAD=1497.3 5 1 • s PAO=1506.5 J v BD 24 FF =1497.8 s 151 •5 14.2 o �,��" I 94 - 1O 5, 11 FF =1507.00 3' e PTO= 02.3 3 GF=7497.3 s 2 4 FF = 502.8 Li9 7G , 96. TG IL07 TG 3' GF =1506.5 96. 5• 3' \ A14 M✓ - 09.9E/NV f j PB.65 IG GF 02.3 9594/NV \ 13.5 - 9e i mn 1 f4.5B 7W 07.7B/NV •4 1 J. 2 H ti \ g\ e N� 07.60 TO 04..31 TO O g 00.01/NV 95.49/NV 1 95.Q9 TG / QT.BS S>' l ' --- 1 --\i ° -y I.,3 1 NV ,t TS s .8 T T. 34:97 \ / 1512'23 I: \ / 512.34 11.84 fZ s AZ >,g s s 150359 FZ 1500. N 1 92/NV f4 .75 FL s f494.B6 7C '0 f .4 1506.80 EX. Bw 1503.39 ZOW TC 1494.36 FL E y -5mO FL s TTON OOD T ' CIRCLE TC _ �_P) T_G 12 1494.4G,NV 149279 N \ \ Z I h I f >5f3.05. 1 1 - - - - ASLIB. 4 -> 4- - 1505. 15 15Q0 __ 13 TC ^ 4. \ Q UE 1 f508. 9 FL 5 f 2.65 >500.67 y 1496.88 7C I--_/NV 504.93 FL 1-,-9 5 2.f5 FZ _ 02' \ N 1512.44 TC 5 504.97/NV 5 9/NV f'�s• FL - 31. �ci• p9.69 1496.42/NV B5 f494.63 �, 1511.98 IN12 7C 15 \ \ W 1.68 7G\ 151057�.35 1 j0 _..�64.Z3 l r.�-i OZ.B7 TG• --- - -ff5..4�--R.O. ,05.65 7G 4- y 1 1 `�',�^� � Z \ `D \� _ Z• F51 N �� OB 1�' � i/ o �� -.-/NV �ry 97.fOTO� `� W N 1ik � .2,lNV pN G-GB l FG-GB 03.Q5/NVO �:^ 9&09 TG 1 10 p • 2 3 V.� 1 f4.B 1 8 HP ..8 H BB 29 3 PLAN 3C PAO=1504.9 I°L4N 1A I Q H s Y 1 FF - SOBS 3 3• FF =1505. 4 �" 3 PAD=149B.9 3 � GF =1504.9 FF =f499.4 s 14.50 TG 87 PLAN fA F =15UB.0 .pp s 04.55 TG 04.64701GF=149B.9 p40=>511.1 07.60 , ,07.50 TG 06.60/NV 0355/NV 03.55/NV 98.55 7G 1511.s B �� 974s/Nv , , 9855>G CONSTRUCT/ON NOTES O 15.0 GF =1511.> HP - °; gy FF =15155 I f•fir 1 10.55 4 �`i+ h H �� 3 3'" INSTALL NOS 6'ROUND TALL yAS0 D 6'SPEE-D BASIN ��� 5 OR APPROVED ED!/AL. INSTALL Et95/N DEPTH ALUUS7MEN75 1 h N ti 04.40 7G 04.40 TG I � ,�y0. AS REgU/REO. I ¢ HP s f08 07.E A •90 AlV 1 03.90/NV I OCONSIRUCT 4'THICK 3=0"X 7-O'CONCRETE PAO 1.0% 6 1.09 FOR TRASH RECEPTACLES. SEE DETAIL ON SHEET 1. H - Z N 07.50 7G 7 f0% y O INSTALL 4'PLASTIC DRAIN ARE-® IX MIN OR AS SHOWN ON PLAN. 1 3 `! 10.60 7G = `�'�� 07.t70/NV '�IG , , 9B.40 TO f0.f0/NV f0.60 TO iq ^ 7.90_/NV g7g_O 7NV O4 CONSTRUCT 2=B'MiW. RETAINING WALL PER DETAIL ON SHEET 2. I >4.50 TG 10.70/NV i� 6 Q? O INSTALL 4'SCHEDULE 40 P.V.C. DRAIN PIPE® 1R'MIN UNDER SIDEWALK f4.00/NV l 14.E lNV Q f04 H 1.OR n ' �^ ^ C PER CITY OF LAKE ELSYNORE S7D. 303. I off NOTE- ALL IMPROVEMENTS WITHIN R.O.W PER 28214-3 ST. IMP. PLAN 1520 1520 I * i 15301530 1 k• �8. 1540lz s; sy 3.97 20' 0 20' 40' 60' SCALE/N FEET z zz m m BENCHMARK Underground Service Alert MARK DATE REVISIONS APPR. DATE THESE PLAN HAVE BEEN REVIEWED FOR SEA UNAUTHORIZED CHANGES: FROM THE MERSECRON OF CDMPLL9NCE WITH THE APPROPRLATE CON9177ONS PROFESS/qy_ CITY OF LAKE E LS I N O R E SHEET o M. `�l 04U7XAV-NNE ENGINEER PREPARING 7NESE PLANS MLL NOT B£LAKE SHORE`40 EET ANO ORYDEN Cull: TOLL FREE OF DEVELOPMENT AND/OR CITY AND STATE h��OpN Qq� � ANVOENG/NEERS RLM-ONS18LE OR LM&E FOR u 9HORVED CMWES TO NEMF m ALONG 4o FEEr sou79 40fRLY o LAWS, AND A PERM/T CAN BE ISSUED y 2 TRACT /JD/7 J/ z ALONG LAKLSHORE AND 40 FEET (� a Z 1880 COMPTON AY UE,SURE 100•CORONA,CA 99NI-3370.951-734-21 PREPARER OF THESE PLANS AND IHE 077'Y BN ETR. �BY T/�/'71J T NO. L�lL/�/'-✓ CIVIL ENGNEERS•PUNNERS"SURVEYORS 7 NOR7HEASIERGY 70 Ni`CHISELED 811 w m No.78472 -1 m 'YOLG9RE'/N THE TOP OF CURB EXp.9/30/13 PREC/SE GRAD/NG PLAN ^� AT BCR. * * PREPARED UN IHE S/ON OF OF 1O N �.�..,� DATE:o�4✓-*f; s lam; SCALE As NOTED LOTS 79-90 SHEETS o KEN SEUA6410 R.C.E. NO. 56915 EXP. 8/3OI13 '�q CIVIL. ��? y s�Y BENCHMN?K NO. C-9 a 7W0 WORKING DAYS BEFORE YOU DIG Ci -9 M. DATE 512012013 FILE No. LLEVATKhY=1;6,,5 ALSC(1929 DATUM DESIGNED BY: BMB DRAWN BY: MLL CHECKED BY: BMB C17Y ENGINEER CI7Y OF LAKE ELSINORE �OFCAUF� R.C.E. NO 78472 EXP. DATE 9/30/13 Z EROSION CONTROL NOTES. EROSION OS/ON CONTROL PLAN >. ALL EROSION CONTROL PL9N5 SHALL BE/N ACCORDANCE W/7H C/7Y OF LAKE ELS/HORS ORDINANCE NOS. 529, 772, 802 1237 1004, CONSW1,0,701V S17F BEST MANAGEMENT PRACTICES(BMPS), AND STANDARDS O&WINS9 W/TH/N 7/E LAKE ELS/NORE DESIGN AWIML 2 THE DEMELOPER/COAIRACTOR/S RESPONS/BLE FOR ANY DISCHARGES BY SUBCONTRACTORS �Q�`!.: 3. /N CASE OF EMET7GENCY, 67 CRAG MORASS (RESPONS/BLE PERSON) NA CLE A T ALBERIALL /RANCH c AT (95Z7 3[70-5167 (24-HOUR PHONE NUMBER). " "' :y0 4. DEVICES 70 REDUCE EROSION DAMAGE SH&i NOT BE PLACED MOVED OR MOD/FED WITHOUT 7HE APPROVAL OF THE DIRECTOR OF PUBLIC WORKS OR, /N AN EMERGENCY, BY THE PERSON RESPONSIBLE FOR GR4D/NG OPERATIONS 'Pp RD, 5. AREAS THAT ARE CLEARD AND GRADED SHALL BE L/METED 7O ONLY THE Po E'7H OF THE S/IE THAT/S NSAIR8ED rRA ir NO. 28214 3 & 28214 FOR CONS777UG'770N. THE CONSTRUCTION S/IE SHALL BE AfANAGO 70 MINIMIZE'THE EXPOSURE TIME OF DISTURBED SOIL AREAS THROUGH PH451AIG AND SCHEDULING OF GRADING AND 7HE USE OF 7EMPoR4RY AND PERMANENT SOIL IL 2 STAREIZ.A770N. m::::.�::::.::::::::::: ...0 .. G� S 6. ONCE DISTURBED, GRADED SLOPES EXCEEDING A NO R4770 AND/OR TEN( L FELT/N HEIGHT(TEMPORARY OR LOTS 79 90 95-111 11� 1�� 156 159 67 74 M UNTAIN ST. �� �'PERMANENT)SHALL BE STARED/ZED/F THEY W/LL NOT BE WORKED W/77//N 7 DAYS. DUR/NG THE STORM SEASON, ALL -SLOPES SHALL BE STAB/L/ZED 24 HOURS PR/OR TO A PREDICTED STORM EVENT. CONS7RUCRON S/IES SHALL BE ' ' ' CO p ,py REVEGETAMD AS EARLY AS FEAS/BLE AF7ER SOIL DIS71IR84AICE AND W/TH/N 7-DAYS OF COMPLETION = J- 7. FILL SLOPES AT THE TRACT PER/METER MUST DR4/1V AWAY FROM THE TOP OF 7HE SLOPE AT 7HE CONCLUS/ON OF V) EACH WORKING DAY 8. THE CONTRACTOR SHALL BE RESPONS/BCE AND HAVE SIGNS POSTED ON 7NE 517E TO WARN AGAINST PUBLIC F[OWBY TRESPASS INTO AREAS WHERE WATER IS IMPOUNDED LENGTH GR4WLBgGS(>�) CATCH BAS/N 12' CURB FACE 9. DUST SHALL BE CONTROLLED BY WA7ER/NG OR OTHER METHODS APPROVED BY THE 017Y ENGINEER. 10. PLACEMENT OF DEVICES 70 REDUCE EROSION IMAGE W/TH/N THE DEVELOPMENT SHALL BE SHOWN ON 7NE FLOW EDGE'OF GUTTER .yp APPROVED PLAN. _____ _ CURB LINE RIVERSIDE 11. 0E5/L77AC FACIL177ES AT ALL DRAINAGE/NLETS FOR THE GRADED 517E SHALL BE DESIGNED FOR A 7WEN7Y-ENE(25) o YEAR, SIX(6)HOUR STORM/N7ENS/TY. THEY MUST BE DETAILED ON 7HE PLANS DESIGN AND SPEC/FTC DIRECTION OF 45 a O a ES/A NG 84SIN VOLUME RASED ON s G OLT/T AND NA7URE OF SOILS. mSTREETROW 2 5'W PAVED STREETS b. 7HE EXTENT OF ALL GR49D AREAS AND/DEN77f7C4TI0N OF ANY 7EMPOR4RY SOIL STAB1LIZ477ON ------ 2 encs HIGH VICINITY M,4P -- MEASURES CURB LIM' g a SIZE OF DES/L17NG B45IN OU7ZLT PIPE AND OVERFLOW. d. DIKE REOU/REME7V75 SHOW MIN/MUM WALL W/O7N, SLOPE OF WALLS, PERCENT COMPAC77ON, ETC. I 12 NOT TO SCALE e. OU7LE7 CM01776WS FROM 7HE OESIL77NG 84S/N SHALL NOT EXCEED DOWAS7REAM LIMITA77ONS, WITH THE PLAN !//EW MIiN''I �I FLOWBY CATCH BASIN PROTECT/ON EXCEPRON OF OVERFLOW WHICH/S TO BE DESIGNED TO PROVIDE CAPAC/7Y OF 1.5 TIMES 7HE MAX/MUM DESIGN fZOW. N.T.S. 12. NECESSARY MATERIALS SHALL BE AVAILABLE ON-5/7E AND AT CONVENIENT ZOC477ONS TO FACILITATE RAPID 5. CONS7RUCRON OF 7EMPORARY DEVICES OR TO REPAIR ANY DAMAGED EROSION CONTROL MEASURES WHEN A 50x CHANGE OR GRLA7ER OF R41N WITHIN A 48 HOUR PER/OD/S FOREC45T FOR LAKE ELSINORE'BY 7HE N4770AML S/TE DATA OCEAN/C AND A7MOSPYER/C AGENCY(NOAA) 13.. BMPS SHALL BE AWNTA/ND AND INSPECTED 04ILY. ALL REM91,ABLE PR07FCTIW EROSION C0N7R01 DEVICES SHOWN A A SHALL BE/N PLACE AT THE END OF EACH WORK/NG DAY WHEN 7HE FNE(5)DAY RAIN PR0846/L/7Y FORECAST 2 B46S MIN. 3"M/N. OPENING BETWEEN AREA = 128 ACRES, RESIDENTIAL Lt4G5 ON TOP ROW CONCENTRATED FLOW FROM EXCEEDS PAINS7FTY PERCENT(50%J 5 7REET LENGTH X V-DITCH, OOWNORA/N, ETC. RUNOFF COEFFICIENT 14. AFTER A RAINSTORM, ALL PROJECT GENERATED SILT AND OEBR/S SHALL BE REMOVED FROM CHECK BERMS, ONS/7E BEFORE CONSTRUC770N= 0.79 PUBLIC DRAINS AND PIPES, DRAINS AND PIPES OF ALUACENT PROPERAES•AND OfS/L 77N0 BASINS AND 7HE BASINS f00' 25' AFTER CONSTRUC7777 = 0.0. PUMPED DRY. ANY GRADED SLOPE BMPS DAMAGED DURING A RAINSTORM SHALL ALSO BE/MMED/AIFLY REPAIRED. foG' 2G' FAILURE TO PROVIDE Ef7EC7NE MA/N7EN4NCE MAY RESULT/N PENAL77ES PERCENT IMPERVIOUS TYP/CAL 7YP/CAL 75' f5'15. D/SCfi4RG/NG OF CONTAM/NAIEO SOILS VIA SURFACE E770S/ON/S PROH/B/TED. SECT/ON ELEIiAT/ON so' m' cRAUE[ BAGS 2.f BEFORE CONSTRUC770N= O%16. CONS7RUC770N ACCESS POINTS SHALL BE STAB/L/ZED WITH A COMB/NA77ON OF ROCK AND SHAKER PL47E5 AFTER CONSTRUCT/ON= 4OX YEAR-ROUND TO PREVENT TRACK-OUT. ROU77NE STREET SWEEPING SHALL BE PERFORMED ON ALL PAVED S7REE75 SLOPE WHERE 7R4CK/NG/S OBSERVED VACUUM SWEEPERS SH4LC BE USED WHEN STREET SHEEP/NG BECOMES/NETFEC77VE. n GRAVEL BAG Vf-LOC/TY REDUCER PLAN LEGEND VIEW NPDES / STORM WATER POLLUT/ON NOTES' NTS MSA = U47FRI41 DEL/VERY AND STORAGE AREA. 1. 7HE C7EMELOPER AND HIS CONTRACTOR ARE RESPONSIBLE FOR/MPLEMENTAAON AND M4/N7EAANCE OF THE CRUSHED ROCK 3"MIN/MUM SWPPP APPROVED, PRE-QUALIFIED BMPS PROM THE C4UFORN/A S70RM WA OUAL17YASSOC1477ON(C4SOA)HANDBOOK EMA =EQUIPMENT MAINTENANCE, WASH AND FUELING AREA. /WEBS/7F FOR CON57RUC77ON TO RETAIN SEDIMENTS FROM AREAS DISTURBED ONS/7E TO WE MAX/MUM EXTENT EXISnNG GRADE PRAC77C48LE. 7HE EROSION CONTROL MEASURES INCLUDE THOSE SHOWN ON THIS PLAN AND APPL/CABLE SWPPP AS WELL AS ANY ADDITIONAL ERGS/ON CON7ROL MEASURES(EG., H)DROSED/NG; MULCHING OF S7R4W, 5124VEZ-BAGGIN6, CWA = CONCRETE WASHOUT AREA. DEERS/ON DIT;'HES, RE7ENAON 845INS, ETD:)DICTATED BY FIELD CONED/77ONS TO PREVENT EROSION AND/OR THE a._O,MAX INTRODUC77ON OF DIRT, MUD OR DEBRIS INTO EX/SANG PUBUC 57REL75 AND/OR ON /A TO ADCENT PROPERAES DURING ® = WATER STORAGE AREA. ANY PHASE OF CON57RUC770N OPERA77ONS 10 GA. W/RE 2"X 2"STAKE %76?FABRIC 2. STORM WA7FR POLLU77ON PREVEN77ON PLAN(SWPPP)SHALL BE KEPT ON-SITE AND MADE AVAILABLE UPON REOUEST OF 77ES 4 EA. A REPRESENTAAVE OF THE REGIONAL WATER OU41/7Y C0N7R0L BOARD(RWQCB) - SANTA AA14 REGION AND/OR 7HE CITY STAKE WA =HAZARDOUS WASTE STORAGE AREA. OF LAKE EZS/NORF- .3 COAIS7RUC77ON S/TES SHALL BE MAINTAINED/N SUCH A CON9117ON THAT AN AN770/PA7ED STORM DOES NOT CARRY ✓S =✓OBSHACK WASTES OR POLLUTANT5 OFF THE 5/7F DISCHARGES OF M47FRAL OTHER 7MN STORM WATER(NON-S7ORM WATER)ARE O I FABR/C I� STAB/L/ZED CONSTRUCT/ON ENTRANCE/EXIT PROHIBITED EXCEPT AS AU7HOR/ZED BY AN/NDENDU4L NPDES PERMIT UNDER THE STAIEW/DE GENERAL PERMIT- 01 N.T.S. WC = ONS/TE SANITATION AREA (PORTABLE TOILETS). CONSTRLIC7701V AC7N/TY. ti!2 4. P07EN774L POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO,SOLID OR L/QU/D CHEMICAL SPILLS WASTES FROM PAIMIS, / IVq I g STAINS, SEALANTS SOLVENTS DDERGEN75 GLUES LIME, PESTICIDES HERB/C/DES fE7iMIZERS, WOOD PRESERVA77VES, /l �ip R/W AND ASBESTOS RBERS, PAINT FZAKES OR S7LI(W FRAGMENTS FUELS, OILS LUBR/C4NT5 AND HYDRAULIC, R401ATOR OR WOVEN FABRIC Cr�j ff'S C== = GRAVEL BAGS 8477FRY 17105 CONCRETE AND RELA7D C61777NG OR CURING RESIDUES•I76ATABLE WASTES,• WASTES FROM /S AMOCO 1380 �+ � ANCHOR FABRIC WITH ENG/NE/EOUEPMENT S7FAM CLEANING OR CHEMICAL DEGREASING,• WASTES fROM 57REET CLEAN/NG,•AND SILT STOP O COMPACTED SOIL = SILT FENCE SUPER-CHLOR/NATO POTABLE WATER FROM LINE FLUSHING AND 7ES77NG. DURING CONS7RUC77ON, DISPOSAL OF SUCH OR EQUAL A147FR/ALS SHOULD OCCUR/N A SPEC/PIED AND CONTROLLED 7FMPOR4RY AREA ON-5/7F PHYSICALLY SEPAR47D FROM 3t FLOW = PHASE BOUNDARY FO ENTL4L STORM WATER RUNOFF, WITH UL77M47E OISPOS4L /N ACCORDANCE WITH LOCAL, STA7F AND FEOER41 DIRECT/ON � REOU/REMEN75: - = PROPOSED SLOPE 5RUNOfF FROM EQUIPMENT AND VEH/CLE WASH/NG SHALL BE CONTAINED AT COIVSIRIJC77ON 517F AND MUST NOT BE =����� _����� DISCHARGED TO RECEIKNG W,47ERS OR LOCAL STORM DR41N SY5'IEM. `0 2' 6. APPROPRNIF BMPS FOR CONS7RUC770N-RELA7ED MATERIALS, WAS7FS SPILLS OR RESIDUES SH4U BE/MCLEUfN7FD TO g 10'M/N �-�-�- = PROPOSED CONCENTRATED FLOW EZ/M/NA7F OR REDUCE 7RANSPORT FROM 7HE SITE TO S7REETS, DRAINAGE FAC/L/TIES OR ADJOINING PROPERTIES BY WIND OR RUNOFF. EXIST. OR FIN/SHED GROUND 7. AMIERML STORAGE AND STAGING AREAS SHALL BE ESTABL/SHED. fULZ MAX PORTABLE 70/LE7S LIQUIDS, GELS AND EXISTING SHEET FLOW POWDERS SHALL FLAPS SECONDARY CONTAINMENT AND BE STORED AWAY FROM ALL PRIVATE/PUBLIC STORM 007FR FRONT VIEW SIDE VIEW BSL =BUILDING SETBACK L/NE CONVEYANCE SYSTEMS, SIDEWALKS, PLAN7 C LINE YS'AND FLOW-LINES S/L T FENCE 8. ALL L7H REIN SMO 00NTA�IN DISCHARGES CL4 77C LINERS UNOERNEA7N WE7H GRAVEL BAGS PLACES ON THE DOWN-HILL SIDE' n OL = DAY[/GHT 9. CONTROLLED 57REET WASHING W/LL ONLY BE ALLOWED PR/OR TO 7NE APPLICATION OF ASPHALT SEAL 5047S AND ONLY - FL =FLOWL/NE WHEN ALL PER7NENT OR41AMGE INLETS ARE PROTECTED N T5. TC = TOP OF CURB 10. ALL CON57RUCITON CONTRACTORS AND SUBCONTRACTORS PERSONNEL ARE TO BE M40E AWARE OF THE REOU/RED BMPS AND GOOD HOUSEKEEPING MEASURES FOR THE PROJECT 5/7F AND ANY AS50CA7FD CONS7RUCAOA STAGING AREAS FG = FINISHED GRADE 1/. DISCHARGING COATAIN47FD GROUNWA DTER PRODUCED BY BY DETER/NG GROUNDWA TER THAT HAS/NFIL 75ATED ENT 9 THE ExrsnNc DRNEwAr cur-our 15'7>PM.A[LENGTH CON37RZIC77ON 517F/S PROH/BDED DISCHARGING NON-CONT"11V4 FD GROUNDWATER PRODUCED BY OER07ER/NG ACTWPES MAY REOU/RE A N4770AAL POLLUTANT DISCHARGE EL/M/NA770N S)S7FM(NPDES)PERMIT FROM 7HE REGIONAL PLAN V/EW WA7FR QUCNY CONTROL B04RD. n 12. STORM WA7FR RUNOFF SHALL NOT BE DNRECIED OVER ANY SLOPES WITHOUT PERMANENT DOWN ORMINS INSTALLED. NOTES NOTES ERGS/ON AND SEDIMENT CONTROLS INCLUDING AWN7EMA(CE ARE REOU/RED ON ALL EXPOSED SLOPES VAIAL SUF77C/ENT PERMANENT LANDSCAPING HAS BEEN ESMOUSHED. 100.E SLOPE PR07ECI70N MUST/N PEACE PR/OR TO THE/SSUANCE o OF THE F7N4L CER77FLAIE OF OCCUPANCY. 1. REFER TO TRACT 28214-4, 5&8 HYDROLOGY 57UDY, DATED SEPTEMBER 2005, 6. FLUSH WATER FROM WA7FRUIVE CONSTRUCT/ON SHALL BE OU7ZE7TED SO AS NOT INDEX .S/A71E�NO. 13. VEGETATION CLEARIA10 AND BRUSHING ACTWTIES SHALL NOT BE A777A7ED DURING THE WET SEASON ON ANY S17ES WH/CH FOR STORM FLOW CALCULATIONS TO CAUSE EROSION, AND MAY FLOW TO THE PUBLIC STORM DRAIN SYSTEM ` ARE NOT ADEOU4TELY PROTECTED WITH DES/L 17NG BASINS OR 07HER TEMPORARY DRAINAGE OR CONTROL MEASURES - 14. 57OCKPILES OF SOIL SHALL BE PROPERLY SECURED WITH BMPS TO EZ/M/N47F OR REDUCE SEDIMENT TRANSPORT FROM 2. EXISTING VEGETAT/ON/S WILD GRASS AFTER THE SITE WAS ROUGH GRADED. 7 THERE ARE NO EXISTING OR ANT/C/PAIED SOURCES OF TOXIC MATERIAL. 777ZE SHEET 8 THE S17F TO STREETS OR4/1V46S FACIL177ES OR ADLACENT PROPER7IES VIA RUNOFF, VEHICLE 7R`ICK/NG, OR W/ND PLAN SHEET 9-10 STOCI(P/LLS IAMC77VE FOR A PER/OD OF 14 DAYS.OR MORE SHALL BE COVERED,-AC77VE STOCKPILES SHALL BE COVERED 3. THERE/S CONTRIBUTORY DRAINAGE UPSTREAM OF THIS SITE. B. POST CONSTRUCT/ON BMPS INCLUDE PR/OR TO A FORECASTED RAIN. -PAVED STREE7S 15. SPECIAL A77FAI7701V SHALL BE GIVEN 70 PREPAR4770AI AND INSTALLA77ON OF THE RAIN EVENT AC77ON PLAN(REAP)AS 4. BUILDING WASH WATER, LOT/RR/GAT/ON WATER, OR OTHER WA7FRS USED ON -STORM DRAIN FAC/L/TIES WITH PERMANENT OUTLET PROTECT/ON a REOU/RD 84SD ON 5/7F RISK LEVEL OR AS MANDATED BY THE S4NTA ANA REG/044L BOARD NPDES PERMIT, GENER4L LOTS DURING CONSTRUCT/ON WILL INFILTRATE INTO EACH INDIVIDUAL LOT. ANY -PERMANENT LANDSCAPING(PRIVATELY&PUBLICLY MAINTAINED) OWNER /DE!/ELOPER.• a PERMIT- CLN✓STRU0770N AC770TES EXCESS WILL FLOW TO THE STREET AND INTO THE STORM DRAIN SYSTEM. THE -CATCH BAS/N STENCILING a 16.. AT THE END OF EACH DAY OF CONSTRUCT70N AC7NAY, ALL CONS7RUCTTON DEBRIS AND WASTE MATERIALS SH4LL BE CONTRACTOR SHALL USE APPLICABLE BMPS TO PREVENT SEDIMENT OR -HOMEOWNER EDUC4T/ON INCLUDING• OUTDOOR CLEANING, WASTE R)2AND HOMES COLLECTED AND PROPERLY DISPOSED OF/N 7RASH OR RECYCLED BINS CONTAMINANTS FROM LEAVING THE 517F AND ENTERING THE STORM DRAIN SYSTEM. MANAGEMENT, GARDEN CARE, WATER CONSERVAT/ON, AND USE 49 DISCOVERY, SUITE 250 17. THIS 517F HAS OBTAEND A NATIONAL POLLU77ON PREWNT/ON EL/M/NA770N S)57FM(NPDES)PERMIT TO REGULATE OF PEST/C/DES, HERB/C/DES, AND FERTILIZERS /RKNE, C4 92618 MUNICIPAL AND/NDL157RIAL STORM WA7FR DISCHARGES 5. THE CONTRACTOR SHALL PROVIDE STREET CLEANING/SWEEPING AS NEEDED TO -PRESERVAUON OF EXISTING VEGETATION (951)273-3472 NPDES WDID 4 8 33C366521 D47F WD/D/5SUD' 0,51161 KEEP THE PUBLIC RIGHT-OF-WAY FREE OF SED/MEN7S, TRASH, DEBRIS, AND OTHER CONTACT. CRAG MORAES FORWARD PLANNER a 18. THE UNDERSIGNED C/NL ENGINEER, A QU4L/FTD OSP AND/OR OSD W/LL REVIEW PLACEMENT OF EROSION CONTROL AND FOREIGN M`I7ERl4L. INSURE MT#06K/S/N ACCORDANCE WITH THE APPROVED PLANS i (�/L/n� OG�3oIr3 o5/zo/ra (SIGNATURE) (RCENO.) /E:YPJ /OATS) 4 NPDES WD/D #8 33CJ66521 1.4 BENCHMARK Underground Service Alert MARK DATE REVISIONS APPR. DATE THESE PLAN HAVE BEEN REW/EWED FOR SEAL UNAUTHORIZED CHANGES: r FROM THE IMERSEC7M OF COMPLIANCE WITH THE APPROPR/ATF CON9177ONS QROFESS/0 CITY OF LAKE E LS I N O R E SHEET LAAMNaW DRAF AND DRMEN OF DEVELOPMENT AND OR CITY AND STATE C4U7OV-THE ENGINEER PREPARING THESE FLANS WILL NOT BE p STREET 40 FEET 90U7HEAS7E&r o ill• �� LAWS AND APERM/T CAN BE ISSUED. �.4���N M- �R l FZ ���ENG/VEERS RE5'PONS/BLE OR[[ABLE FOR`uv4un/D,erzED CHANGES TO THESE FYAVS ALL aANGES TO THESE FTANS MUST SE APPROVED SY TRACT NO. 28214-3 & 28214-5 8 ALONG[AKE:S//a4E AND 40 FEET y 2�C CML ENGINEERING PIMJNING SURVEYORS PREPARER THESE PUNS AND THE CY7Y LN6WfER `� Z IWO WMPTON AVENUE.SUITE IW-CORONq CA 92Wl-3370�951-7M-21 NORTHEAS7ERLY TO TT/E C:/TLSEIED 811 w m No.78472 m EROS/ON CONTROL PLAN ,e�,/ � /f EKP•9/M/13 a AT BCR. N-Q�-6- DA7E.•of�f��•olS SCALE Et5'IIb1ED SQUARE"/N INS TOP�CURB10 * * PREP UN�D/ER THE SUPERNS/ON OF, OF ^ KEN SEUMALO R.C.E. NO. 56915 EXP. 6/30/13 qr CIVIV ���=-�E• � � - T/TIE SHEE? SHEETS p eEACM4RK NO. D-45-M 7WG WORMID DAYS BEFORE YOU DIG OF CAL1F0 eR4/✓DON M. R4RNETT DATE 5 E2MMV-f75s4s ELtt(fen ti,luM oEsicNEo Br:BMB oRAwN Br: MLL CHECKED BY: BMB C/TY ENGINEER, C/7Y OF LAKE ELS/HORS R.C.E. NO 7B472 EXP. DATE 9/3o/l3 ��F3 FlLE No. r • � .'�' `� ' �. � `\/��j"Tv+. -•; �_� � --�lseas�����_�����T��--_-��--�—�'w-=per-�' `��� 1, i! � �:� •)> ! ,__:amr.�.�®sea ����- �rWr�I� /� ..•�. �� �,��7 �J/ � -I u I I , __ ._.,__roa.asruar:.auw�.' � ,�..���� I \ �/�� �rGs��a_.:�■�wri-asua-�:m���ea.-a: ���--�� �l �16II ,— \ �qo:W g9.� w �.� �'c, •�d �� r► --:,ems f, , �.,,���;:� y IN\01�&ENNI XMIN k�_ BENCHMARK Underground Service Alert logo rHESE P141V MAVE bEFIV REKEWEV FOR UNAUTHORIZED CHANGES: MOM 7W WERSEC7101V OF CITY OF LAKE ELSINORE Call: TOLL FREE RZ3PaV$1&C OR ZA&E FOR MARWHONZM CMVIMIS TO THESE �` '.� � \ ` `� \\�+_• '© ::c:+���/ � �"%fir, — ���o p `IY` LAWS A110 A PERMIT CAN BE ISSUED PLANS ALL C�AWFS TO?hfW PLAW MUST hr APPROWD BY TR4CT NO. 28214-3 & 28214-5 AT 80R. PLAN SHEET SHEETS 'NOWE-RV TAT W OF CURB EROSION CONI-ROL PLAN OF 10 1430 4 1440 � �5C 1430 1460 �M If ,yy — I j i I n0 P� f I / / A' P/Ia1408b / . PA8D0--1503.7 � # 60 O 60 720 180 J 7>P y 90 SCALE IN FEET PAD-1500.4 81 T PAD=1507.8 89 / 82 PAD=1506.0 / PAD=1510.8 V. EROSION CONTROL CONSTRUCT/ON NOTES: 83 / PAD=1513.0 88 / l �1 INSTALL GRAVEL BAG VELOCITY REDUCER PER DETAIL ON SHEET 1. DAL J PAD-1500.7 PER rABLE �3 INSTALL SILT FENCE PER DETAIL ON SHEET 1 / ON SHEET 184 yn° � 1 ® ® STABILIZED CONSTRUCT/ON ENTRANCE ON SHEET 1 / PAD=513.9 PAD 6123 / © INSTALL FLOWBY CATCH BASIN PRO7ECAON PER DETAIL ON SHEET 1 7)P 3 T OUN Y h / I L I / m p PAD�15.0 86 J ^ y PA0•15150 N LEGEND � 1520 ^ �,� MSA = MATER/AL DEL/VERY ANO STORAGE AREA. m EMA = EOUIPMENT MAINTENANCE, WASH AND FUELING AREA. - 41BERHILL o WASHOUT AREA..•... � = CONCRETE � CdYAw W54 = WATER STORAGE AREA. r1 I \\ T ZZ HWA = HAZARDOUS WASTE STORAGE AREA. I \ \ I.. Fw-c-1 = ONS/TE SAN/TAT/ON AREA (PORTABLE TOILETS). / �? • = RUN-ON SAMPLING POINT ti =SAMPLING POINT(AT EX/SANG CATCH BASINS) BENCHMARK Underground Service Alert MARK DATE REVISIONS APPR. DATE THESE PLAN HAVE BEEN REVIEWED FOR SEAL UNAUTHORIZED CHANGES: FROM 711E 1A0FR-0C7A9N of COMPLIANCE WITH THE APPROPRA4F COND1AONS QROFESS1p G4UJRM1-ME ENGINEER PREP.9R/NG THESE PLANS WILL NOT BE CITY O F LAKE E LS I N O R E SHEET LAKESHORE DR@E AND DRYDEN COII: TOLL FREE OF DEVELOPMENT AND/OR 017Y AND STATE 4� oN e9 ffff/vpz NEEHS RESR7 E OR LX&F FOR uN4&7H0A fD CMNGEs TO a/ESE TRACT NO. 28214—A3 & 28214-5 AlaW AA FEET SO 4V 407ERL r LAWS, AND A PERMIT L:AN BE ISSUED. 20 R2 PLANS ALL CMWES 70 1NESE RAAG MUST SE APAW D BY ALONG LAKESHORE AAO•/p AEFT y CML ENGINEERING PUNNING SURVEYORS h AtMrAFASTEPLY TO 7HE ChV5ELED 811 w m No.78472 -�m AWP 10 ARER OF 71/ESE PLANS AND 7A/E C/)Y ENG/A�EE7P. 3'OU4RE'/N 7HE TOP OF CURB ExP.9/30/13 A t990 COAIPfON AVENUE,SURE t00�CORON4,CA BYB81-33]0.951-]3»-21 m EROS/ON CONTROL PLAN of 10 ry AT SCR L34TE.'OA���i.ef 3 * * PREP.aRFp UNDER THE.SBPE ON OF.• SCALE AS A(07ID BENCIIMW NO C-.vs-.0 IND WOFMNG DAYS 80TIM VqJ Dr. KEN SEUMALO R.C.E. NO. 56915 EXP. 61301IJ qT CIVIL ���Q' "'�� �'� PLAN SHEET SHEETS - E<t-1,A 1• •�• 179P9 any 017Y ENO/NEER, CITY OF LAKE ELSINORE 'OF CALW R.�.NO 78472� EXP. DATE B/30/13 DATE 5/2n/13 FILE No. DESIGNED BY:BAB DRAWN BY: ALL CHECKED BY: BMB