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Lot 7-13 Precise Grading
GRADING NO TES:0 i. ALL CRADING AND RELATED GRADING AC77077ES SHALL CONFORM FO THE 1998 CALIrORNIA BUILDING CODE, APPENDIX CHAPTER JJ, AS AM. £NDED BY ORDINANCE 99-,-2J,, AND if APPLICARL& TO THE S M T WATER RESOURCES CON TORL BOARD NPDES GENERAL PERMIT FOR CONSIRUC77ON AC77077ES, 2, BUILDING PAD AND DRAINACZ SWALE SLOPE SHALL BE = 1Z DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2° DEEP AND BE CONS 7RUC T0 A MINIMUM OF 2* AWAY FROM THE TOW OF GRADES SL OPES f INISHED GRADE SL OPE AWAY FROM rHE EX TERIOR WA LL S A T NOT LESS 7HAN 1/4' PER FOO T FOR A MINIMUM OF 3 fti"'E7. J MAXIMUM CUT OR ntt SLOPES BE ?: 1. 4, PROWDE AS APPLICABLE, CONCRVE BROW DITHES DE57GNED TO CWWY tOp-YEAR S7W. FLOWS, OR PROWDED GRADE BERM,� ALONG NE TOP OF All GRADED SLOPES OVER YIN WR 77CA t HDGH T OR THAT ARE ADJACENT rO GRA DED AREAS TO DIREC T TO SURFACE RUNpFF AWAY FROM THE rOP SLOPES 5. ALL GRADING SHALL BE OWE UNDER THE"' SUPERWSION OFA REGISTERED ClWL ENGINEER, SOIL ENGINEER, OR EN GINEER GEOLOGIST MHO SHA L L CER 17FY THAT ALL f ILL S HA BEEN r7 PROPERLY PLACED AND WHO SHALL SUBMIT A RNAL COMPAC77ON REPORT FOR ALL FILLS OVER 1' DEEP d J 6, A REGfSTEM ClWL ENGINEER SHALL SUBMIT TO 7HE CYTY OF TEMECULA PUBLIC OOWS DEPARIMENr A WRIT7EN CERPF7CA 77(W OF COMPLE770N OF ROUGH GRADING IN ACCORDANCE W7H 7HE APPROVE ORADINO PLAN PRIOR PRIOR TO ISSUANCE OF BUILDING PEAVIT ' ig CERAFICAR/ON SHALL BE, GRA D& EL E VA 77ON AND L OCA RON OF CU T j FIL L SL OPES, � l Z f7NAL CCWPAC776W REPORT NfLL BE REOUIRED FOR ALL FXLS GRA7ER 7HAN 1 FOOT B. ALL GRADING SHALL Bf DONE 1N CONFORMANCE WTH RECOUMENDA 77ONS OF PRfLMOHVARY, SOYLS INVfS7JGATlON BY, SID GEOIEGYfNICAL DA 70 MAY 2Jo 2003 TWO SETS OF THE FINAL COUPAC77ON REPORT SHALL 9£ SUBA#rTED M PUBLIC OORKS DEPARTMENT W-flCH SHALL INCLUDE FOUNDA PON DESIGN RECOMMENDA 77ONS OF PRELIM/NARY SOIL REPORT. 9. 7HE CON IRA C 7W SHALL NO 77FY 7HE PUBLIC WORKS DEPA R TMEN r AT LAST 48 ,YOURS IN ADVANCED REQUES77NG RNISH LOT GRADEAND DRAINAGE lNSPECRAN 7HIS M+SPECAON PRIOR TO BUILDING PERMIT aEREANcz FOR EXICH LOT PUBLIC Wt7ldKS DEPARTMENT PHONE: (909) 694-,,6411 io.. cur AND nLt SLOPES .SHALL BE PROTECTED *7H A COMBINA 170M OF EROSION AND SEDIMENT CON7ROLS TO PROTECT THE SLOPE FROM ER0.316W AND lNSTA9tU7Y DURING 7HE GRADING PHASE: 11, POS T- GRADING AGRlV777E'S SHALL INCLUDE BU? N 0 T SE UMI 7ED rO, WERE APPLICABLE GROUNDCOVER, TREES, SHRUBS OR A CCWBIIVA77ON THEREFOR IN ACCORDANCE WTH CITY CODES PRIOR rO THE APPROVAL OF 7HE FlAk lNSP£C7I0W. SLOPES Ot�ER 4' IN VE7i77CAL HEIGHT SHALL BE PERMANENT IRRfGA770M SYVEMS WTH BAC010W PREVFIVIION DEOCES PER 7HE U.P.C. 12, nLL MATERIAL SqALL NOT BE PLACED LW EXk"317NG GROUND UNIX GMJND HAS BEEN CLEARED Of WEEDS, DEBRIS, POP SOIL AND G'TNER DEIFRIOUS MATERIAL. If STEEPED SLOPEING TERRAIN OCCURS UPON WHICH RLL D TO BE PLACED., THE TERRAIN MUST B£ CLEARED, KEYED, AND BENCHED INTO RRM NA 7URAL SOIL SUPPORT., A REGIVERED 00L ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGISr SHALL APPROVE PLACEMNT TO FILL �y 001* goo 5*000e 00010 -"a*~ amwwm* ; W IJ, TEMPORARY DRAINACE SHALL Bf FRONDED UAoZ PERMANENT DRAINAGE STUC7URES ARE 2X MIN INSTALLED, PROTECTIVE MEASURES SHALL BE lilPt.EMfMTFD TO PR07ECr ,1D"NlNG AND 20% MAX DO WNS 7REA M PRPPER 77ES f7?6W STILT DEP051 170N AND PONDING WATER DURING GRADING SPA �ER�RAINEOERA776WS��1 1 drle tiB 14. DUST SHALL BE CONTOKLED BY ME7HODS AP.-'170YED BY 7HE CITY ENGINEER, 15, STABILITY CALCULATIONS WIH A FACTOR -OF--SAFETY OF AT LEAST ONE AND RW- TENTHS (1.,5) SHALL BE SUBMIT70 TO PUBLIC MORKS DEPARTMENT BY REC157ERD CIWL ENGINEER, SOIL ENGINEER , OR EN67NEERING GEX OGIS T FOR CUT ALL SLOPES A VER JO ** IN D£RTICAL HDGHT, 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURWYORSHALL SUBMIT CER77nCA 77ON OF RUILDING PAD ELEVA 77ONS, *HERE SPECIR(" FLEVA 77ONS ARE REQUIRED, THE ELEVA 170N, (Mf17i RESPEC T TO MEA N SEA L E WL) SHALL Ef E. GIVEN. IF A N EL E VA 7 7ON W TH RESPEC T rO ADJACENT GROUND SURFACE IS REQUIRED, 1Nd" ACTUAL DISTANCE ABOVE 7HE ADJACENT GROUND SHALL BE GIVEN. 17. EROSION AND SEDIMENT CONME.-p- 7HE PERMME SHALL AMIDE BY ALL THE REOUIERMNEM � OU7VNED IN THE CITY OF TMECULA EROSION AND SEDIMENT CON7Ra STANDARD NOTES 7HROUGHOU T THE DURA 77ON PROJECT, lNCLUDIVG ADHERENCE rO 7HE STATES NPDES PERMI T FOR CONS 77?UC 77ON A CPI0T1E5, IF APF.'_ICARLE. 18, EXIS77MG DRAINAGE COURSESWALL CON77NUE TO FUNC770YV DURIAW 7HE RAINY SEASON, NO 095 IRUC 770 N OF fL 000 PL A INS OR NATUR4t SYATfR COA R5tS SHA L L BE PERY1 T 7ED, 19, ALL PROPERTY CORNERS SHALL BE CLEARLY LPELINEA TED IN THE fl£LD PRIOR TO COWMENCEMENT OF ANY CONSTRUC77ONGIGRAL)ING, 20, 7HE PERMI MUST OBTAINAN ENCROACHMEVT PERMIT PRIOR rO ANY WWK W7HIN A PUBLIC RIGH r,,"OF~ WA Y 21. APPROVAL OF 7HESE PLANS BY 7HE CY7Y OR. !15 AGENTS DOES NOT RELIEVE THE �.._ APPLICANT ANO HIS ENGINfER FROM 1N£ RfSf'ONSABIUTY f1�4 1HE CORHECTiON Qf ERRORS OR WISSION DISCOl�RED DURfNG C0f?STRUC?70N. UF(XJ, REOUEST THE APPRMAT PLAN RE WSION SHA LL BE PROMP 7L Y SU80 M 9 rO THE CITY ENGINEER FOR RE KEW AND APPROVAL. 22o 7HE ISSUANCE OF 7HIS PERMIT BY 7HE C17Y r7f MWECULA DOES NOT NPL Y OR PRONDE ANY CLEA RENCES FROM S TA TE OR FEDERAL AGENCtES REGUL A 7ING )HE PROVISIONS OF SSA I r OR fEDERAL ENDANGERED SPECIES A C T S OR WA 7 rl7 WL/TY RLrGUL A AONS TNf CON 7RA C TORIO WNERAE UEL OPER IS RESPONS,18L E FOR 09TA/NlN6 7HE APPRpPlATE CLEREANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING ENCIN�ER'S NwAlluE T��J UD1V7'�ACfi01�S 7HE EXISTENCE AND LOCATION OF ANY UNDERGFttXlNO U77Ll11ES OR STRUCTURES SHOW CW lHESE PLANS ARE OBTAINED BY SEARCH Of AYA1lABLE RECOROS AND TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING U17LI77ES EXCEPT )NOSE SHOWN OM THIS PLAN. 7HE CON7RACTOR IS R£IXl1R£D TO TAKE ALL PRECAUTIONARY MEASURES TO PR67ECF THE U77LI77ES SHOON, AND ANY OTHER LINES OR STRUCTURES NOT SHOKW ON THESE PLANS, AND IS RESPONSIBLE TOR PROTECTION OF AND ANY DAMAGE TO THESE LINES OR VFUVURES, CONS 7RUC 77ON CON 7RA C W AGR££S iNA r IN AC^ORDANCE W 7H OMERALL Y ACCEPTED CONS IRUC 77ON PRAC77CES, CONS7RUC77ON CON7RACTORS WLL 81`7 REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBIL17Y Fes? JOB SITE LYJND1710NS DURIN(",' NE COURSE OF CONS7RUC77ON OF THIS PROuECT INCLUDING SAfF7Y OF ALL PERSONS AND PRt.P£RT}; THAT 7NtS R£lNJIREMENT SHALL APPLY CON I7NUOU5LY AND NOT BF LIMITED 7i? NORMAL Ibt?RKlN6 HOUR," AND CONS7RUC77CW COJ7RAC1'pH FURTHER AGREES TO, DEFEND, INDEMNIFY, AND HOLD DESIGN PROFESSle."WAL AND OWNER HARMLESS fROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION W7H THE PERFORMANCE OF WORK ON THIS PROuECT, THE CM7RACTOR SHALL BE RESPON57BLE TO REPORT DISCREPANCIES IN PLANS AND/OR nflD CCWD17IONS IMAdE1NAlFLY TO THE DESIGN ENGINEER FOR RES01_UAON PRIOR TO CONS 7RUC 770N. AND SHALL BE RESPONS78LE CRA DING DE TA IL xTS 954 P M�d d� L s � D IIV FQ t1 T TNT rvn LIJI.RC!'AtY4lGJ irvr av RL!(N!!GU nirls rtc014-rcL/. NfjT rO SCALE CAU770N: THE ENGINEER PREPARING 7HESt PLAN,..) WLL NOT RESPON98LE FOR, OR LIABLE FOR, UNAWHOW20 FOR RV!SIGI'i� iifil.Y CHANGES OR USES OF THESE PLANS. ALL CHANGES rO INE PLANS MUSr BF IN WRI77NG AND MUST RE APPROVED BY THE PREPARER OF THESE PLANS' l N A'Tlj R E D A r njLw Ay prmqirlmczTr I EROSION AND SEDIMENT CONTROL NOTES #, 11FM,4 ntW CW i7#S P"N IS FW iWOSM Ally SEDP1W f CONMOtS CMf. Y Sff 7ME' GRADWG PLAN FOR AM77ONAL RE4LiiE`RgMEf A CtJM6wA )7oV Cif' poS1t7N AlVl1 smwrw � aWt..S MUST BE IN PLACE FOR ALL S[Jk--MTVRBWG ACTIWFiES BY tiG7R I OF EACH �".�R AND. A i A MiNNtiM. l4fAtN U.fNED TMhWCHOdii W RAINY SEASON (OG'TWP t 1 ir IF 1c) I In IF= 4 tj t t PPLICANT CRAFTSKW araMEs CONTACT, SCOTT W7W,9DE J1988 PASEO PARALLON 7EMECULA CA 92592 PHONE: (909,) 757-8199 p T d LG I`-H�?N IA1.1r Y PRINCIPE & ASSOCYA7FS 39815 MURMIT `TA NOi SPRINGS RD, MURRIETA, CA 92563 (909) 677,4514 PW pf ESSiq4/. . 60874 Exp-12/31/04 Tou I-WO-422-4133 MW.1 Riverside.CA92501 Fax: 951.687.2M 0 OP CAL\ B AS SHOWN r t� ' 170, � � i r� Cy- ing-P tPh47,�c . f � 1 �V 4�� - 1. w q�t° >rL Lost `o i u Sep 1 , 4 - J:l 1p Lost Plotted; o Sep Y , ..-� w.. r pm oor- j440\ %14t,/ nr v MIA T3 VICINITY MAP NO TO SCALE Ji � ,-- Oft X), 2. t7"Anm CoN�'lICr ##7wAixw,,, CRAFrS*W �MFS; UC (REVMSMU PARrY) (Fft) A F (SM) 757 -- 81" (24-HOUR PHOW NUkWR) I ice' D(SWARGER IS RE9VV5 E FOR YW MOL.EWNiA iXW e!!VO MANTRAMX OF ALL EROVONAND i�1cp. A#�L? SHALL �Vq.�S�lR�' TY�4 Tp IS iA� �9 3AM�y�y`w � �p.�y�,�p�,rl�f qqi��`e �e�lm�}, .i� WN �V A�/ i94f •FwD 7Re IF S0.A�a M/pS�/�:N�py� Mp eid OR EXCEEDS � /��q�iip A A/�Sl4. DMHA ROE 10EN 77RCA PON WN9ER (ODID) OURXS F/lifi7MX BiiAi'SV (SWO) .,7Hd'7t.d. T344 PRVMW TO dfTC LNIla IN 14DWiRlp ALL EREfJl4ilY 111VD SEVO&NT CONMlJltS O1iL1NED IN TEE 9T4S Si74OA`wdTER PtI.LUiM PREWNIMhi PLAN (SMDPP) SHALL ALW BE NPLEM&70. OR AS DOREC70 BY THE CITY'',S AMES A ice' DARGER SHAdt. BE A VA&AME WIN E0UFWWT'AA0 PORKM ` EWWff WY MW Ai ALL TdS DURING 1FiE RAIN Y SEA SON., !VE'ffrSS:4RY MA7ERIALS SJALI. BE SiOMPIiE7 AT CON"Ri 1.00ARONS ON SiTEM FACILITATE RAPID fSM)CRON Al4V MAWEAtANcE OF TWY ER09ON ANO SM#Evr CoNTWS. TWORARY EROSaV AAV smmmr cavmas sHAu covssi, or, wr moT m umno ra cewsmucnNG FAisTlJ I iGS AND TAKING MEiFr9{>RE.7 NE€sT.J.7AiL 1 EV /'F�3 "!y ���vy�p F y�y"i�' q��! ■fSlT�i� 6I!"4d17� E WA ��. AiiJdfj Mf►f,I $JEMIS �. JL [FlFG � L1TLfv�/S,IIa A ND ��lL:i lRAN9:�Vr M ILA PU&IC AND PRIVATE i"TCOPER(T PRW CM3TRUis7/ON AErIIW�i Or i73lS !"AYIECf. aumv fir �4Gga�; !�X AwAv�7 Ai � fYL�6a�.[IC �A7G �li� * /e�7l"TA1.d y1� L4�ff�N�9 �VlY � ��{Ai !'4S7L3 �li►�T s��J Jl7!#LiL lM��lC� ll4 AREAS A f .L8 HAW #7E�iI trtEA�i� il7�,� MEASURES MAY I#TLsO.Vf.7Ly T SdiLJL S6OP � �.dW1Ll/ �l/. �� �Ai ��li;7i ffAAfDlt* l�1iG �j y ,N� f749 SP7VIiJp 3JEFLi SEWS, SANDSAND69P[!S F7p!���W7ilil7�y lC.� �`E �ja � P'l i.i..� f3�. S,l[ i�.LpA �� o�ACi,�E �W�.7j iCHECKL99!lF.� GWj �l�ii7F!'€� � �/ �"TSi7 iE dg74J�;> G f �.n. OW,I�R[.� LTC Ei►G7iOSED M PWSMW WOEM I tOa{ VPZADWG UMIFr7. 3 6, tEd.i. P1W SEDWENi Sti/lVMtX.7 airf!'*ii. BE 900f.E*W?W AW MAlA�. (I.E, ON OR THROU ffV 7�f �i,!� �E�M£�ViJ�dIw�g���f76p:�F"���a� �A7AV�� �W SlE i000, ��ry�7 fJi�Ll��gs REPAIRED,y �✓�iJ�y9:i1 �3f iR�i�,(4 dRa ''fff�#1FlLL f �Sf! iCC 14�A� �/1 ECfL1JiJL/RSG% CURBS, fil/ MTJa �[ SiREEM DRAINAGE 1NLEM aNV iilt{£R PRYATE AND PUS.iC SrONYWAIER CO+fWYAfCE SYSiEM$ n A ter A rr" 'A TA m V 0 7. ALL "aVAWP FAYKM cdvMal SUCH AS &AA&M AW AutrS ShVW ON Ws PLW 1 WNif PROJECT SITE 'OX ROAO RK DESCR',T-,P'j"'j'r0N 1!!"T"iJi#s �4tYtJ 3f3l9C.L = �L.iJLr/i iC1J l� i��'1 T i�Ci/lf� J il�C 1J AM�#� AI{Ll� RiG/"P f """UT ""' ,� TRA C T BOUNDA R Y ------ ELLVAi/C✓{l1.o 1052,514 DAfE: 9- /sd"&'2 ti. LIKE RIGHT .. OF- WAf 16, f*'07MCY ACCESSM VALL BE MAIWAPYEV A r Au nws wauom Acem To NEO I&/lr#X P R 0 mE R WS), RIWSDE COUNTY f9QVA r,481 SrAMM 2 & 112v RAS RN15HEMAD' t-ki ' I • Ll�n �� f�Vl. YNhN�1 �1K i��i IfY �� �I '�Y�i�� � IW i DIKIN NOEkCYI DER. 4 IL�',S OTHEASERNHWY 79 fib' Ex►S��sG Ptl�C OR PP�t�,� � 5WA TERib�YA1�c�" DURING 1ME RAINY SFAli, THE IN7ERSEC77ON OF MAW S7Rff T AND FRONT VREET IN 7EMECULA. A T G'TERLiNf UNLESS AXONT iEWWAR�'jPEWANfWr DRAINAGE FAGX13FS HAW BEEN APPR%ED SOU7HWEST CORNER OF 7HE IN717RSEC77ON CW HWY, 79 AND MARGARITA S7Z*W DRAIN S A AND NSTALLED 70 CrY SV'ACC WArR M NE NEARESr PRACMAt SiittaRAtN OR ROA D, 109' SOU TH OF IHE S rREE T CEN IER LINE OF H WY 79 A r THE FLOW-INE NA 7URA1. WATER COURSE, NOR7HEASr FENCE CORNER �" � " CHAIN LIAK FENCE AROUND WL .'� �'liViSS�lR�`AL�' � �:S]���,,] CU T/11L LllliE �, ......� �, � 1& Flip. AEAg Ay��.1. HAW N M0 T CONMS AtW'V�f �A ! F W i��° f� ,�s SOLI �I r ��� „�F ���� � ��sJ � �� C ��i�. ON �. C F �' Up Icr wAx Ys.d iz7!lrflVA T& 3irD11c, /°Kris {►ter a &itg{w ,i11Vs/ 9L rA iw 7WO' UR? DA n/W r LINE�� NA T OFtil�li�S�"�I�i ��#i�L1�f� MD�f1,.i�e�!lG�f � AREAS�'1fNG C�YVSih�i+Ci�A�V �1� THESE � T 4TA S URES Alit 3' t VaiilE. 8 U i NOT Lt#1&WPORARY DiJ~A8h1�, El NER N NE rop aw 1� Ffl �WO OR PAW? DES W��a�C� OJ�AL�A� EARTM 6RS AT 1,(WSITE DRAINACE �AaUT7� (TFRRACF1WW4 ����d�� ��iP�l OF s� rr/�p.� i�d! 5���y1 T'/rV3q �/��./y���5y�S Sty1R�pF-A�a�.p` Rty/y��vi+c�y; 8RO DI TCHES, UNDER DRI�i �J 1 Y CUL WR� E��R) H16N POIN T H.P, EVS77NG CON �R w/'P'w�A���KVtlP� •�r••r pt��E ��y�9y�0u y��/c.A/.�N}/�ry��yy Yfl mVL�a �i ll4ViF f fAY1IFIY� AiT4IitW ! V i�VW �L. / ii WS 1M9 f x �i�A✓�IAft l Mf xEVI` VA ms �J �0.� s Ri/IiF ;%/�LlT�dIG�{ W {i �' Per�6^J E��g f7CW A(S{/UR�/ r� yirEs �4/A 7"Qs 7V Y'fs vA RR'�^ TO BE ! RI VA 7EL Y MAIN F �iS 4 EiYj/ B ON S11 pIw�S y4 y+ qG.+r iG iMAiJlIi1�7 T�7 #ag�SE�`T AIi%r�1JL ARl� IWy�� f7"FG CLIGiE Oi�{�iE g�q�i�/�g ,�gg; �qp Ag�p�� P71 IiT7F6Y P°9#i( H b,P.1°'Ie EPiIA�F�i�f s• LOW PGfNT iW.T. SM �{1Pl7iY � �pMI� .ii.�p�+pig�S /"4ii. D MAINCI�IAG.lr IRQW �%�,�. i��l�S #,�#'4 � �l7 {T 7 ••-�• °iwr.....wr �yO}�SM��}�r q.l��%�i �.�9lT Il7W L�'"�45A flL,RYS /L9fG IlOE ROJJ. UUNtLrEinSA T*Iv,RVW& rulip'� 0-0"", w ' Ofaff y- /s `"`�' r� } a 0 PF 13. � ATi �l i./P' �i /7&/lFit .? �rJ'eL OF� POW � NOT 2iCi./G iC 7W DlSCWARC4R RON hVlohfR RESPMSM RES FOR 7W CORREC 7W OF EWM AND IOWA~ ANALY77CAL PHOM-WAMMEMIC SURWYS, �•"�r-`U^v^v�"•v"'^v""-, �,.•�.�"`�i'"v^�...,^ ��� AK GA Iv�7�LA�� .�is�J� #lii�i7� E�iJl1FSETGR � � PTCV47ESi' � i�.�IR63P PtAN 647 MAIN SrREET, StIlrE IA SOT..TRCE��3��k�' �#��� J4 5 S fRIWRSf3E R��SA�,�P�rSUBMITTED � THE DEPARTMENT OF PrR� Ks � , CA �. � �o��t��C�l�? (09) 686-,-5103 L tll 26100 �! `'y�� F C; R -� RD., SUITE 2 2 t) -� C �PAD� �2,�#.� E' fl�'�4R'lYi OF � � i�" ' R�d#i" TO MAWC�ANt�'S OR DATE FLO*ftlSEPTEMBER 30, 1999 tv2t!FRIE_'_A, LA 92 1r,)62. 7 T' � � 005 v B- PROP, A C PA K f1 D!_'?TE FLOWN. NOVEfVI BER 2�.] �V� 7 3 W7: APPRMD EOUAL • � � • �MR al99 GR L03m326 DESIGNEDFlBY CHECKED BY ,QG_%,// D ;�•�•/ CI ■ i VF T MECULAWORKSDrawing No. Fl Fl - RECOMMENDMBY::i..rseG� AMdui DEPARTMENT OF PUBLIC mm Plans Prep ed Under The Supervision Of "%�`'�"� Date: 9`%d/c"i•f' FREDDY IRlANTO PRECISE GRADING PLAN TRACT NO. 269 lot PHASE I R.C.E. No. 60874 Expires t2-31-04 R.C.E. No. 19744 Expkes 9-30-OS -- �Tsi �• ■ SHEET 1 OF ACCEPTED BY: M �" < ' /DATE:—— ZL a4G DEPUTY DIRECTOR OF PUBUC WORKS RONALD J. PARKS .n T��. Six• ftl F' f r ++.n• rr - ✓f l'' u Fv xW� 5 + 1• n J{a f 4 • �+ M, k ` ' Y. 'L• �. ++ ip'r r' � + }i '1''Y '�+I { F f. 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TNO MAItlO�G • Survey"mg AS "OWN No. eon7a A ACCEPTED BY: �.i1`.-DATE:.�o� � DAYSMin • Laid p� $ Ezp.92/39J06 � Datr. ? 6 l� DMTy �RECTOR OF PUBLIC +NORKS .Uty(piFREDDY IRIAN"I"O MMA'ALD J. PARKS wv Mq V 0 Y m P �l)pCi DICi 3544lNtiVCt511yAYEnUB TBI: 909-.6872YIN VERTICAL ray �waE IN - a C r-aqo-eas-a�as Riverside, CA n4mbM Fdx: 904.b87.2449 AS SHOWN �oF�"``�f R.C.E. No. 60d74 g�� 12-31-04 R.C.E. No., 197" Escpkea 9-al 34-OS %+i`�a SERWX BY SHEET 4 of a WIN M.; 1, m I Md pavng: G,\llp 004 Fin W\Gradmg_P1Phose-i\ I70IXN1'CF-Cf dry topuh 21xJ61 Last Sa f T .N.n 24, 200f - 4OSpm Last Not(M: Fri Jul 02 100I - 3:09pm LEGEND Amifte 40� PROPERTY LINE --------- ---------- LIMIT OF DISTURBANCE PROPOSED SLOPE -3430 PROPOSED ELEVO R, J. 7 7' — 'N 'z'-N, Iz EXISTING ELEV., CDFW JURISDICTIONAL STREAM co NrLUtNCE POINT'"B, FF FINISHED FLOOR ELEVATION AREA OF DISTURBANCE 1A CFS loo .... ........ 100 2.6 FP S riON'T A FS FINISHED SURFACE v--CONFLOENCt V, 1.35 ACRES H P HIGH POINT ......... 58t644 SF .. ....... . . . .......... N .'j 1, 2 CFS V 0100 FL FLOW LINE Vloo 2,0 FPS TON RIP RAP PER M DETAIL SHEET 11 A Q,,41 ACRES -A� PE PAD ELEVATION 2 A J j '07 j ROCK SPILLWAY TW TOP OF WALL %q REFERENCES LP Al -STURBANCE —1219.5 FL .OF .,.,.Di TF TOP OF FOOTING Anc 1, FG FINISH GROUND ROCK LINED DRAINAGE I A WATER QUALITY MANAGEMENT PLAN 4.3,1 SWALE PER DETAIL Q % "A EP EDGE OF PAVEMENT YOON RESIDENCE Z. a �N SHEEET 11 Z:-, X 1111""Yte v z J A 42502 MUSILEK ROAD ffljp'�-. % % TEMECULA, CA 92592 IE INVERT ELEVATION /J TON RIP RAP PER f TB TOP OF BERM .1 nCTAII CUCCT 14 DISTURBED EPHEMERAL STREAM (PRIOR TO OCT 2017) WATERS OF THE UNITED STATES IMPACTS TO STATE WATERS (0.007 ACRE) IMPACTS TO WATERS OF THE UINITED STATES (0,004 ACRE) PROPOSED RE -VEGETATION PER LANDSCAPE PLAN (SHT 13 OF 13) CDFW 60-FOOT BUFFER AROUND IMPACT AREA SOURCE CONTROL BMP LEGEND FORM I-4B ELEMENT 4 � fec? * It PREVENTION OF ILLICIT DISCHARGE IN THE MS4 4. 42 * 020 STORM DRAIN STENCILING OR SIGNAGE 4. * 2N * 25 PROTECT OUTDOOR MATERIAL STORAGE AREAS 4,2,4 PROTECT OUTDOOR WORK AREAS 4 - * 42 - a %5 )f PROTECT TRASH STORAGE AREAS 4,2.6 ADDITIONAL BMPS BASED ON PROJECT DESIGN SC —A. ON —SITE STORM DRAIN INLETS SC—B. INTERIOR FLOOR DRAINS AND ELEVA"""'R SHAFTS SC—C. INTERIOR PARKING GARAGES SC—Dl. NEED FOR FUTURE INDOOR AND STRUC' "RAL PEST CONTROL SC—D2, LANDSCAPE/OU"OOR PESTICIDE USE SC—E, POOLS, SPAS, PONDS, FOUNTAINS, AND OTHER WATER FEATURES SC—F. FOOD SERVICES SC—G. REFUSE AREAS SC—H. INDUSTRIAL PROCESSES SC-1. OUTDOOR STORAGE OF EQUIPMENT OR MATERIALS SC—J. VEHICLE AND EQUIPMENT CLEANING SC—K. VEHICLE AND EQUIPMENT REPAIR A&ID MAINTENANCE SC—L. FUEL DISPERSING AREAS SC—M. LOADING DOCKS SC—N. FIRE SPRINKLER TEST WATER SC-0. MISC. DRAIN OR WASH WATER SC—P. PLAZAS, SIDEWALKS, AND PARKING LOTS SC—Q. LARGE TRASH GENERATING FACILITIES SC—R. ANIMAL FACILITIES SC—S. PLANT NURSERIES AND GARDEN CENTERS SC—T., AUTOM011V.E., FACILITIES Sym.QQL.ZL0QAj.l NOT PLOTTABLE NOT USED NOT APPLICABLE NOT APPLICABLE NOT APPLICABLE NOT USED NOT APPLICABLE NOT APPLICABLE NOT APPLICABLE NOT APPLICABLE NOT APPLICABLE NOT APPLICABLE NOT APPLICABLE NOT APPLICABLE NOT APPLICABLE NOT APPLICABLE NOT APPLICABLE NOT APPLICABLE NOT APPLICABLE NOT APPLICABLE NOT APPLICABLE NOT APPLICABLE NOT APPLICABLE NOT APPLICABLE L4.QT 1. NOT PLOTTABLE MEANS 1"HAT THE ELEMENT IS USED GENERALLY ON THE SITE, BUT CANNOT BE SPECIFICALLY LOCATED, 2. NOT APPLICABLE MEANS THAT THE ELEMENT IS NOT SUITED FOR THE PROPOSED PROJECT TYPE OF I �' SINGLE—FAMILY RESIDENTIAL CONSiKUCTION AND DOES NOT NEED TO BE SHOWN. nderground Serv*jce Aler REVISIONS I DATE I ACCD Contractor Inspector Date Completed Z GONFLUtNCE POIN Q100 1,3 CFS SELF —RETAINING 00 2,2 FP S vi L A 0.34. ACRES (SRB-625 S.F.) TON RIP RAP PLK —1219.0 EL Rk� PER ............. DETAIL SHEET 11 Ilk FOR CALIFORNIA DEPARTMENT OF FISH % 220 . .......... .......... A H P INING $ELF "r%ETA . ..... . TB ND WILDLIFE (CDFW� CONDITIONS, PLEASE SEE SHEET 11gr H..,tR YOW0 % Qjoo�=1.0 CF ... .......... V100-2,3 FPS Ile (SRA-3t35& ..S,,..F,)'% . .. . I A-0,32 ACRE5 ROCK SPILLWAY (NO. 2 BACKING -122 EL c ROCK) _A. % -.1 e % -'EL= Q100=0.8 CFS 'l 2 23. 0,' GRADED _jl 100=1,9 FPS it-ORO D." A--0.24 ACRES Tt SWAU-, L% _LL OOL 40% ................ ISTURBANCE PKU, ED Ole 1223-0 .. ........ ............ FL ..... . ......... ..... ...... % 44' .... ...... \% ... ...... % .... . . .... 4r 1. Ir':ONFLUEN'CE POINT A ......... 0.8 CFS 0100 1,9 FPS DR-AlL AGE-, A 'L IN- 4 V, 00 .0. 24 ACRES .......... EX", 4.3.1 L TON RIP RAP PER ..... . ..... .. ........ .. HP DETAIL SHEET 11 .... ...... ..... ... .. . ... ........ . . . .... . ......... ...... _T ..... 4L JE % ....... . ... . ............. 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Designed By D ra w n Riv Checked By vy-pl-po- VY wv PLANS PREPARED UNDER THE SUPERVISION OF I - ------ ------ Date WILFREDO VENTURA IR,C,E, NO,— 66532 Expires 6L3gZ20.._ CITY OF TEMECULA GRAPHIC SCALE 40 0 20 40 FEET 4 WDID-0 9 33C381842 DEPARTMENT OF PUBLIC WORKS TRACT 26941 LOT 9 PRECISE GRADING PLAN LD 18-0057 DRAWING NO. SHEET 9 OF 13 2017-248 it X LEG*E'"N4jwj46 GMEOMMUMMEMOM AMMM qhwo qMM9wwvMwMNw� PROPERTY LINE -1. . I ....... d, ....... Ak... 1h.....111 ... Ili- I LIMIT OF DISTURBANCE . . . . . . . . . . . . . . . . . . . . --- - --- - ---..--.- __ _.... ---. __ - - - . - _... - - __ - - - . - .. ---------- ----------- ...... .-.--.. ------.-----..------.---- - ..... I -,....W...... r__ 7 - � -3430 1 PROPOSED ELEV.. 1 I e", ""k 1--l-1-1-1-1--, � 2��.- ; � � ' � '� .... .. ""_""'__""_"_ ' : ."'.. .. EXISTING ELEV. oftftm...W. 11�1 -'�' __�' -�' W� PROPOSED RE -VEGETATION PER LANDSCAPE PLAN (SHT 13 OF 13) [:'�':_......'..' ...... .__.'...;:�4_1 . - ______ - - � ':�� . . . . 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F" . . __'1 .DATE ,6. 14'- . r .*� ! kw : . .. e . .1 �! � I ID .. 1111v"�� - CO III q . ... - - --"- "-----,- ------- --- DATE. --- iP VA v TRICK T .&I P;t E-4 I DIRECTOR OF PUBLIC WORKS/CITY ENGINEER R.C,E, NO, 44223 WDIDd: 9 33C381 842 CITY OF TEMECULA I I i 1:11 111Q,11111 111111111111, 11 ��Z i�� r-� � 1111111111111111111 I A -4 1 :��� k T " I J'11'1' C , 2b�' �X+ I I PRECISE GRADING PLAN LIC WORKS LD1 8-0057 DRAWING NO., SHEET I 0 OF 1,3 2017-248 CALIFORNIA DEPARTMENT OF FISH AND WILDLIFE (CDFW) CONDITIONS WITHIN 30 (THIRTY) DAYS OF ISSUANCE OF THIS GRADING PLAN, PROVIDE WRITTEN DOCUMENTATION FROM THE CALIFORNIA DEPARTMENT OF FISH AND WILDLIFE (CDFW) THAT ADDRESSES THE FOLLOWING: 1. RESTORATION OF UNAUTHORIZED STREAM IMPACTS: PROVIDE A CALIFORNIA DEPARTMENT OF FISH AND WILDLIFE (CDFW) STAFF FIELD VERIFIED JURISDICTIONAL DELINEATION (JD) OF THE IMPACTS TO THE STREAM. THE APPLICANT'S CONSULTANT CAN PROVIDE THE INITIAL IMPACT ESTIMATE, HABITAT TYPE, AND SPECIES, KMZ FILES, AERIAL PHOTOGRAPHY AND FIELD NOTES TO CDFW.,, THE JD SHALL QUANTIFY THE IMPACTS TO THE STREAM, AND DELINEATE A SIXTY (60) FOOT BUFFER AREA ADJACENT TO THE STREAM BANK THAT SHALL BE RESTORED BY USING THE CDFW APPROVED NATIVE PLANT SEED PALETTE. PLEASE CONTACT JEFF BRANDT, CDFW, AT ,�effi.brandtC�Dwildlife.ca.gov. OR BY PHONE AT (20a)987-7161, CDFW WILL PROVIDE THE APPROVED JD TO THE CITY FOR INCLUSION IN THE PROJECT FILES. 2., HABITAT RESTORATION AND MONITORING PLAN. PROVIDE A CDFW APPROVED HABITAT RESTORATION AND MONITORING PLAN THAT DETAILS THE STEPS NECESSARY TO RECONTOUR THE STREAM, RESTORE THE ADJACENT SLOPES, AND ENSURE THE ADJACENT DEVEGETATED SCOPE DOES NOT ERODE OR DISCHARGE SEDIMENT INTO THE STREAM. IF APPROVED BY CDFW, RIP RAP ROCK MAY BE PLACED AT THE TOE OF THE SLOPE WITH A GOAL OF REVEGETATION AND BID —ARMORING THE TOE OF THE SLOPE. THE APPLICANT'S CONSULTANT CAN PROVIDE THE INITIAL HMMP AND FIELD NOTES TO CDFW. PLEASE CONTACT JEFF BRANDY, CDFW, AT ieff.brandtCn�wildlife.ca.gov. OR BY PHONE AT (909)987-7161. CDFW WILL PROVIDE THE APPROVED HMMP TO THE CITY FOR INCLUSION IN THE PROJECT FILES. 3, ANNUAL REPORTING TO CDFW: PROVIDE ANNUAL REPORTS ON THE RESTORATION AND AVOIDANCE FOR NO LESS THAN THREE YEARS AND/OR UNTIL THE STREAM AND BUFFER ZONE ARE REVEGETATED AND HAVE DEMONSTRATED RESILIENCE THROUGH 'AT LEAST ONE SUBSTANTIAL WINTER/EARLY SPRING STORM SEASON. THE APPLICANT'S CONSULTANT CAN PROVIDE THE INITIAL./DRAFT ANNUAL REPORT AND FIELD NOTES TO CDFW. PLEASE CONTACT JEFF BRANDY, CDFW,, AT ieff..b-ra-n-dt0wild.life.co.-gov., OR BY PHONE AT (QQ9)987-7161.. THE 1ST ANNUAL REPORT IS DUE TO CDFW NO LATER THAN AUGUST 30, 2018. CDFW WILL PROVIDE THE APPROVED ANNUAL REPORTS TO THE CITY FOR INCLUSION IN THE PROJECT FILES. 4, PROPERTY SPECIFIC EDUCATION ON AVOIDANCE OF STREAMS OR COMPLIANCE WITH CEoA AND FISH AND GAME CODE (EDUCATIONAL PACKET): PROVIDE A CDFW APPROVED EDUCATIONAL REPORT TO THE CURRENT PROPERTY OWNER THAT DEPICTS THE STREAMS AND SENSITIVE HABITS ON THE PROPERTY, AND FOCUSES ON THE NEED TO EITHER AVOID SUBSTANTIAL IMPACTS TO STREAMS IN FUTURE, OR NOTIFY CDFW OR THE NEED TO APPLY FOR A LAKE AND STREAMBED ALTERATION (LSA) AGREEMENT PER FISH AND GAME CODE SECTION 1602. IF THE FUTURE PROJECT IS ANTICIPATED, DEPENDING ON HOW THE PROJECT IS DESIGNED AND CONSTRUCTED, ANY ACTIVITY THAT WILL DIVERT OR OBSTRUCT THE NATURAL FLOW, OR CHANGE THE BED, CHANNEL, OR BANK (WHICH MAY INCLUDE ASSOCIATED RIPARIAN RESOURCES) OF A RIVER OR STREAM OR USE MATERIAL FROM A STREAMBED, THE PROJECT APPLICANT (OR "ENTITY") IS REQUIRED TO PROVIDE WRITTEN NOTIFICATION TO THE DEPARTMENT PURSUANT TO SECTION 1602 OF THE FISH AND GAME CODE. PLEASE NOTE THAT STREAMS INCLUDE ALL THOSE THAT FLOW AT LEAST EPISODICALLY, INCLUDING EPHEMERAL STREAMS, DESERT WASHES, AND WATERCOURSES WITH SUBSURFACE FLOW. BASED ON THE NOTIFICATION AND SUPPORTING INFORMATION, THE DEPARTMENT DETERMINES IF THE PROPOSED PROJECT ACTIVITIES MAY SUBSTANTIALLY ADVERSELY AFFECT EXISTING FISH AND WILDLIFE RESOURCES AND WHETHER A LAKE AND STREAMBED ALTERATION (LSA) AGREEMENT IS REQUIRED. THE DEPARTMENT'S ISSUANCE OF AN LSA AGREEMENT IS A "PROJECT" SUBJECT TO CE0A (SEE PUB. RESOURCES CODE 21065), TO FACILITATE ISSUANCE OF AN SSA AGREEMENT, IF NECESSARY, THE DEIR SHOULD FULLY IDENTIFY THE POTENTIAL IMPACTS TO THE LAKE, STREAM, OR RIPARIAN RESOURCES, AND PROVIDE ADEQUATE AVOIDANCE, MITIGATION, AND MONITORING AND REPORTING COMMITMENTS. EARLY CONSULTATION WITH THE DEPARTMENT IS RECOMMENDED, SINCE MODIFICATION OF THE PROPOSED PROJECT MAY BE REQUIRED TO AVOID OR REDUCE IMPACTS TO FISH AND WILDLIFE RESOURCES. TO OBTAIN A LAKE OR STREAMBED ALTERATION NOTIFICATION PACKAGE FOR FUTURE PROJECTS, PLEASE GO TO htt.12,s. ww.wlldl.'lfg.ga aovJConservation LSA Forms. THE APPLICANT'S CONSULTANT CAN PROVIDE THE INITIAL/DRAFT EDUCATIONAL PACKET INFORMATION TO CDFW:. CDFW ASSUMES THE BULK OF THE INFORMATION WILL COME FROM THE CDFW WEBSITE AND AVAILABLE PAMPHLETS AND LITERATURE. PLEASE CONTACT JEFF BRANDY, CDFW, AT Leff. bran dt@wil d I ife. ca. a-o-v, OR BY PHONE AT (90.9)987-7161. THE EDUCATIONAL PACKET IS DUE TO CDFW NO LATER THAN APRIL 1, 2018. CDFW WILL PROVIDE THE EDUCATIONAL PACKET TO THE CITY FOR INCLUSION IN THE PROJECT FILES. 5, XERISCAPING WITH NATIVE PLANTS AND WATER CONSERVATION: XERISCAPING WITH NATIVE PLANTS AND WATER CONSERVATION IS REQUIRED FOR THE HABITAT RESTORATION WORK IN THE STREAM AND HABITAT BUFFER TO BE OUTLINED IN THE HMMP. TO AMELIORATE THE WATER DEMANDS OF THE PROPOSED CONIFER AND UNDERSTORY VEGETATION PLANTING ON THE DENUDED SLOPES ABOVE THE STREAM AND BUFFER AREA, CDFW RECOMMENDS INCORPORATION OF WATER —WISE CONCEPTS IN PROJECT LANDSCAPE DESIGN PLANS. IN PARTICULAR, CDFW RECOMMENDS XERISCAPING WITH LOCALLY NATIVE CALIFORNIA SPECIES, INSTALLING WATER —EFFICIENT AND TARGETED IRRIGATION SYSTEMS (SUCH AS DRIP IRRIGATION), LOCAL WATER AGENCIES/DISTRICTS, AND RESOURCE CONSERVATION DISTRICTS IN YOUR AREA MAY BE ABBE TO PROVIDE INFORMATION ON PLANT NURSERIES THAT CARRY LOCALLY NATIVE SPECIES, AND SOME FACILITIES DISPLAY DROUGHT— TOLERANT NATIVE SPECIES DEMONSTRATION GARDENS (FOR EXAMPLE THE RANCHO SANTA ANA BOTANIC GARDEN IN CLAREMONT). INFORMATION ON DROUGHT —TOLERANT LANDSCAPING AND WATER —EFFICIENT IRRIGATION SYSTEMS IS AVAILABLE ON CALIFORNIA'S SAVE OUT WATER WEBSITE: htti-D-*.-./Zs,oveourwater.com./---`. DISTURBED THROUGH NATURAL DRAINAGE EVENTS LIMIT OF CDFW JURISDIC'DONAL STREAM I LIMIT OF WATERS OF U.S. PROPERTY SUR LINE PLAN APPROVED 11LD03 GRANG GR B PROTECT SLOPE ILL CDFW TB. JURISDICTIONAL STREAM WATERS OF U.S. IMPACT TO STATE WATERS TON RIPRAP (NON —SLURRY) 6" THICK CLASS 2 BASE 6' X'"A—1 24" 24" I VARIES PER GP DISTURBED AREA OCT 2017 SWAGE FLOW LINE f IRIPRAP SEl.TION AA 6" DEEP ROCK SPILLWAY (NO.2 BACKING .. ROG14)- 6, 0 L- L-1 - IN 1- 1 111r, f " I I 'I %-;� AREA EL-1 219, MIRAF1 FILTER FABRIC 140N OR EQUIVALENT SECTION Bmb"B SCALE: 1 "=5 N.T.S. 5' WIDE SPILLWAY TOP OF TOP OF BERM PILLWAY BERM 1 FLOWLINE 0 6" SPILLWAY DEPTH NO. 2 BACKING ROCK 69' PONDING DEPTH 12" 6" AMENDED SOIL W SELF —RETAINING AREA �e PER SHEET 12 LANDSCAPE PLAN 5EQTIQN, X—X Designed By W PLANS PREPARED UNDER THE SUPERVISION OF nnfp- IOIZO5111; SCALE: 1 "=20' ///,""�EX FENCE f SRA 21 t1223.0 tea EX GROUND. SWALEJ 2-1 AMENDED SOIL PER SHT 13J LANDSCAPE PLAN ROCK COBBLE NOTE: ROCK COBBLES TO CONFORM TO A ROCK GRADATION OF #2 BACKING BASED UF'C3N CALTRANS METHOD B PLACEMENT. SWALE EX FENCE tK L5 SRA 0 SPILLWAY �• c�F�', 1222.0 FS � 2:1 AMENDED SOIL PER SHT 13 LANDSCAPE PLAN SECTION CwmC SCALE: 1"=20' ROCS LINED DRAINAGE SWALE NOT TO SCALE 5 DIDOAD Ci7C'1 AM Sri 3.5' MIN — MIRAFI FILTER FABRIC 140N OR `— 6" THICK EQUIV. CLASS 2 BASE RIP RAPDETAIL .... .......... . ... ........ NOT TO SCALE 6" ROCK COBBLES -1 i 3- EARTH SWALE DETAIL NOT TO SCALE WDID: 9 33C381842 TRACT 2b"941 -- LOT 9 SECTIONS & DETAILS LD18-0057 WILFREDO VENTURA IR,C,E, NO._ 66532 Expires 6Z30/20 2017-248 EROSION AND SEDIMENT CONTROL NOTES BMP LEGEND 1, F[LIQREQ--- NQFF. ALL RUNOFF SHALL BE FILTERED PRIOR TO DISCHARGING FROM THE SITE OR TO ANY _.,..RjL TYPE OF PRIVATE OR PUBLIC STORM DRAIN WATER CONVEYANCE SYSTEM (NATURAL WATERCOURSES, STREETS, GUTTERS, CONCRETE —LINED V—DITCHES, STORM DRAINS, FLOW —LINES, OUTLETS, ETC.). ALL NON —PERMITTED DISCHARGES ARE PROHIBITED FROM ENTERING ANY STORM DRAIN WATER CONVEYANCE SYSTEM YEAR—ROUND. 2qi —ROUND, POLLUTION PREVENTION MEASURES, ALSO KNOWN AS YEAR BEST MANAGEMENT PRACTICES (BMP�s), MUST BE INSTALLED PRIOR TO ANY FIELD ACTIVITIES, BMP HANDBOOKS CAN BE DOWNLOADED AT ADDITIONAL EROSION PREVENTION AND SEDIMENT CONTROL (ESC) MEASURES MUST BE INSTALLED AND MAINTAINED PRIOR TO AND THROUGHOUT EACH RAINY SEASON. THE DEVELOP ER/CONTRACTOR IS RESPONSIBLE FOR ESC MEASURES THROUGHOUT THE DURATION OF THE PROJECT FOR ALL CLEARING, DISKING, GRADING, EXCAVATING AND STOCKPILING ACTIVITIES, AND ON ALL EXPOSED SLOPES AND INACTIVE PADS THROUGHOUT THE ENTIRE SITE. THE DEVELOPER/CONTRACTOR IS ALSO RESPONSIBLE FOR ANY DISCHARGES FROM SUBCONTRACTORS. A. 5IQQKBLlNQ--.0F EMP ADDITIONAL ESC MATERIALS SHALL BE STOCKPILED AT VARIOUS LOCATIONS THROUGHOUT THE SITE FOR IMMEDIATE USE WITHIN SEVEN DAYS PRIOR TO ANY FORECAST RAIN, ON EMERGENCY SITUATIONS:, THE DEVELOPER/CONTRACTOR SHALL IMMEDIATELY MAKE EQUIPMENT AND U/nOVrOtZ Ak/All ADI r Tn OPnT17PT TWf7 4ZIT17 SLO-EM - -WA.IER... M, ell- A ISS-_3LSz�-Aj BONDED FIBER MATRIX OR STABILIZED FIBER MATRIX DSCAPE PLAN SHT 13 OF 13) ISS-6LSS MULCH, STRAW, WOOD CHIPS, SOIL APPLICATION (PER LANDSCAPE PLAN SHT 13 OF 13) ISS-1 ENERGY DISSIPATER OUTLET PROTECTION TEMEOEAE.Y x --------- - ------ is SILT FENCE F N pr T4 IF% E SC-6 C-81 GRAVEL & SAND BAGS � Isc- STORM DRAIN INLET PROTECTION IT STABILIZED CONSTRUCTION ENTRANCEtN I KANUL/ LAI I I Nt. VVAZ:iH s D VACUUMING 7 I3. EROSION AND SEDIMENT CONTROLS, ALL ESC MEASURES SHALL BE INSPECTED, RESTORES, REPAIRED OR MODIFIED YEAR-ROUND THROUGHOUT THE SITE TO PROTECT PERIMETERS, ADJACENT PROPERTIES ............. CO�ITRL -ALS -WAKE-MAN-AGEMEN-I..... MATERI BMPs 3 /S S 4 NSITIVE AREAS AND ALL PRIVAT ., IF ANY Ile j wm -1 MATERIAL DELIVERY & STORAGE -6/SC-8 EROSION OR SEDIMENT CONTROLS FAIL DURING ANY RAIN EVENT, MORE EFFECTIVE ONES WILL BE REQUIRED IN SC ss-1 0 I ell wm SPILL PREVENTION AND CONTROL % z - THEIR PLACE. dh eel, e A, 4 EROSION CONTROL SHALL INCLUDE, BUT ARE NOT LIMITED TO APPLYING AND CONCRETE WASTE MANAGEMENT J ESTABLISHING, VEGETATIVE COVER, WOOD MULCH, STAPLED OR PINNED BLANKETS (STRAW, COCONUT OR OTHER) Lk WM-�5 SOLID WASTE MANAGEMENT PLASTIC SHEETING (MINIMUM 1 0-MIL), POLYPROPYLENE MATS,, SPRAY -ON CONTROLS TO ALL DISTURBED AREAS z Nor ROVED BY THE CITY ENGINEER. JUTE NETTING SHALL NOT BE USED AS A STAND f r SANITARY WASTE M ALONE EROSION CONTROL. FOR SLOPES GREATER THAN 441, PROVIDE FIBER ROLLS AND EITHER BONDED FIBER MATRIX PRODUCT APPLIED TO A RATE OF 3500 LB/ACRE OR A STABILIZED FIBER MATRIX PRODUCT APPLIED TO o' HAZARDOUS WASTE M A RATE OF 1 0 GAL/ACRE, THE CITY ENGINEER MA APPROVE DIFFERENT APPLICATION RATES FOR SLOPES LESS > oil THAN 4+1. B. SEDIMENT CONTROLS SHALL INCLUDE, BUT ARE NOT LIMITED TO-s DESILTING BASINS, GRADED BERMS, FIBER ROLLS, SILT FENCES, GRAVEL BAG CHEVRONS (FILLED WITH MINIMUM GRAVEL), CHECK DAMS, DRAINAGE INLET PROTECTION, ETC, FIBER ROLLS SHALL BE INSTALLED IN 15-FOOT INCREMENTS s 6/ss ETS AN D E OF THE SLOPE, SILT FENCE SHALL BE INSTALLED ALONG INTERIOR STRE COMBINED WITH GRAVEL -BAG OR SILT FENCE CHEVRONS INSIDE THE SIDEWALK RIGHT-OF-WAY OR BACK OF .' % I CURBS, .... ......... ....... .... 4. aTA.T:E CQN RUCTION GENE PERMIT. IF THE PROJECT DISTURBS, EXPOSES OR STOCKPILES ONE ACRE OR SC-6/SC-8 MORE OF SOIL, THE SITE MUST BE COVERED UNDER THE STATE CONSTRUCTION GENERAL PERMIT, A WASTE .......... DISCHARGE IDENTIFICATION (WDID) NUMBER, A RISK LEVEL DETERMINATION NUMBER AND THE QUALIFIED "STORM ...... . ....... ... .......... .. . .... . ... ......... . ...... .... ..... " (SWPPP) DEVELOPER (QSD) SHALL BE PROVIDED TO THE CITY PRIOR TO .. .... .. ......... .......... ....... ISSUANCE OF A GRADING PERMIT, A SWPPP .%SHALL BE IMPLEMENTED THROUGHOUT THE DURATION OF THE .. ..... d .................. I.... ......... ........ All, ............. ...... .. ..... .... ... ...... .... BE READILY AVAILABLE .-TO CITY AND STATE INSPECTORS AND UPDATED TO REFLECT -- -------- ............ CURRENT SITE CONDITIONS DURING CONSTRYCTION, THE CONSTRUCTION PERMIT CAN BE DOWNLOADED AT .... .. ......... .. ..... ...... ........... L !A .......... ....... ........ ........... ....... ... . .1 ........ . ........ ...... ... ... ...... . ... . ....... ........... .... www.waterbo3 g. g.gv/wo r rog.r sLst water,/construct on. . ........ . ......... .... ......... .... ... . ... --- ------ -- ... .. ....... .... ... . ....... . .... ... ... .... . ......... . .. .... . ..... . . ............. ....... .. .... .......... TEC"EQN., 5, EERMEIER . . ...... PEZ L PERIMETER PROTECTION MUST BE INSTALLED PRIOR TO ANY CLEARING ACTIVITIES. TC-1 ...... .. . ... ... ....... . . . . ....... .. ... ...... ....... CLEARING SHALL BE LIMITED TO AREAS THAT WILL BE IMMEDIATELY GRADED OR DISTURBED, A COMBINATION OF . . ....... ...... .. .......... EAS 0 F AN EARED. ALL DISTURBED AR BE IMPLEMENTED IN AREAS THAT HAVE BEEN CL k.,� 3 . . .......... ....... .. ........... . ....... . . INACTIVE SITE AS DESCRIBED IN THE ENGINEERING AND CONSTRUCTION MANUAL, SHALL ALSO BE PROTECTED.. % .......... . .. ... ............ I ............ 'I \ 6, CONSTRUCTION ACCESS POINTS SHALL BE STABILIZED WITH A COMBINATION UT. INTERIOR ACCESS POINTS (ALL .......... .. .. ........... PROPOSED DRIVEWAYS, MATERIAL STORAGE AND STAGING AREA ENTRANCES/EXITS, ETC,) SHALL ALSO 13E Iv PROTECTED WITH ROCK TO PREVENT TRACK —OUT ONTO INTERIOR STREETS, ROUTINE STREET SWEEPING SHALL BE PERFORMED ON ALL PAV KING IS OBSERVED, VACUUM SWEEPERS SHALL BE USED WHEN . f! .... ............. 7 DE51UNQ AS , INS, DESILTING BASINS SHALL BE DESIGNED ACCORDING TO THE GUIDANCE PROVIDED IN k. EX VEGETATION TO BE STREET SWEEPING BECOMES INEFFECTIVE, CONTROLLED STREET WASHING SHALL ONLY BE ALLOWED PRIOR TO PROTECTED IN PLACE THE APPLICATION OF ASPHALT SEAL COATS, AND ONLY WHEN ALL PERTINENT DRAINAGE INLETS ARE PROTECTED, CASQA CONSTRUCTION BMP HANDBOOK, IMPOUNDED WATER SHALL BE SECURED FROM THE PUBLIC. SIGNAGE INDICATIN OR AN EQUIVALENT WARNING NOTICE, SHALL BE POSTED0 G "PONDED WATER DO NOT ENTER, L� 1 L 8, MATER18L RAGE, MATERIAL STORAGE AND STAGING AREAS SHALL BE ESTABLISHED. FUEL TANKS PORTABLE Ho_ jr7 L ETS, LIQUIDS, GELS, POWDERS, LANDSCAPE MATERIALS AND STOCKPILES OF SOIL SHALL BE STORED AWAY Tol FROM ALL PRIVATE PUBLIC STORM WATER CONVEYANCE SYSTEMS, SIDEWALKS, RIGHT-OF-WAYS AND FLOW -LINES .. . ........... NDARY CONTAINMENTS. INACTIVE STOCKPILES OF SOIL SHALL BE COVERED AT ALL TIMES4 ACTIVE STOCKPILES SHALL BE COVERED PRIOR TO A FORECAST RAIN, I.1 j I ; wpo 9 E CONSTRUCTION WASTE AND MISCELLANEOUS DEBRIS SHALL BE PLACED IN WATER -TIGHT ell BINS, WIRE MESH RECEPTACLES SHALL NOT BE ALLOWED.. WASH -OUT STATIONS SHALL BE PROVIDED FOR ICONCRETE, PAINTS, STUCCO AND OTHER LIQUID WASTE, AND SHALL BE LINED WITH PLASTIC AND LOCATED AWAY ij f f FROM PUBLIC RIGHT-OF-WAYS., FLOW LINES, ETC, PRIOR TO ANY FORECAST RAIN, BINS AND WASH -OUTS SHALL \ IL I BE COVERED WITH LIDS OR PLASTIC TARPS.. j f, ;lel; i . L I j 5LOP ROTEQTIQN. 10, E P ALL NOT BE DIRECTED OVER SLOPES WITHOUT PERMANENT ....... ... el DOWN DRAINS INSTALLED. ESC MEASURES ARE REQUIRED ON ALL EXPOSED SLOPES UNTIL SUFFICIENT/PERMANENT LANDSCAPE IS ESTABLISHED, THERE SHALL BE 1 00% SLOPE PROTECTION IN PLACE /i %/ yl\ \ W. / '� � �'i 'I '. /' -Ij A PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY, L I" jd 4 . .......... 1 1, P0RTA0LE,,..MlX.EEL ALL PORTABLE MIXERS SHALL HAVE PLASTIC LINERS UNDERNEATH THEM WITH 4j 1 L I N THE DOWN -HILL SIDE OF THE LINERS TO CONTAIN DISCHARGES. k L I J' 7 Ij L I L. J'_ i !L i 12. MAINTEL4ANQL ALL ONSITE AND OFFSITE FLOW LINE S (1,E*V V— AND BROW —DITCHES, TERRACE DRAINS, RIBBON GUTTERS, CURB GUTTERS, ETC.), STORM WATER CONVEYANCE SYSTEMS, CHECK DAMS, CHEVRONS, SILT FENCES AND DESILTING BASINS SHALL BE FREE OF SEDIMENTS, CONSTRUCTION MATERIALS, WASTER, ..... . ..... 1, j MISCELLANEOUS DEBRIS AND DETERIORATED 7ESC MEASURES YEAR—ROUND4 LQN.S 1 31 OB5TR.0 r I NO OBSTRUCTIONS, OTHER THAN BMP SHALL BE ALLOWED WITHIN ANY STORM WATER CONVEYANCE SYSTEM, UNLESS ALTERNATIVE DRAINAGE FACILITIES HAVE BEEN APPROVED BY THE CITY ENGINEER-, .f j "NST UCI QN .. ..... N GRADING" AND "PAVING ER 1 4, OTH GENERAL, REQUIREMENTS. FILTER FABRIC 6 MAx Ale Es_'c�- 2' MINt -1 � I A A v naergrouna �)ervice Aie a I 1: TOLL FREE I Contractor Inspector Date Completed REVISIONS DATE AuC D BENCHMARK SCALE SEAL. '& 'Ok f I I I I I Q T T " V V r V T) P" A T T N U tiUAU. THE SILT FENCE SHOULD BE SUPPORTED BY A WIRE MESH IF THE FILTER FABRIC DOES NOT HAVE SUFFICIENT STRENGTH AND BURSTING STRENGTH CHARACTERISIICS (AS RECOMMENDED BY THE FABRIC MANUFACTURER) _wle 4. BACKFILL AND COMPACT THE EXCAVATED SOIL CITY OF TEMECULA GRAPHIC SCALE 40 0 20 40 FEET WDID:l 9 33C381842 DEPARTMENT OF PUBLIC WORKS TRACT 26941 LOT 9 EROSION & SEDIMENT CONTROL PLAN LD1 8-0057 DRAWING NO. SHEET 1 2 OF 1 3 2017-248 r .......... r 'x if -J . .... ........ ... . ...... J, 7 11 je, j Ir L re. p 05 A 4' J .... . ..... . . ..... N 35. 56' _3 ....... . ....... L -.I 1 9 11 -_--N� . . . . . . . . - - - -- - - - - r J ell j -j i n Z A r % 4 j im" -Y Z / IK % ..... . ... ...... % ..... ...... _X — r 11 -- - ------ --- . ........ x "I ZI J, j e I" j J, I / 7: N 1 J X % L % 5, x !L ...... Ir", _11, J/ Q� ir A -1, V V ll J% ? 91 J, V % -4 -9 A J_ AN 4 th A % A 9 i'l .1 if % % i A C i7 91 X� 6 -Q %4 /N_ V % % 2 r J4 % % % V .." J 9� I berm Der QMP X 'A X.. 'r iW o, ,ILI 16 � ............. . JV ......... .. ......... ... .... dop % �" "�` =W--=V oil S S V ample X 'NS L Ir r % 101 _A % l:& IZ AW IL .0, '40 19 .00 .000 r 0? 1. IL L....... ...... 0, do "r ning areffrio, Self reta; eo 00, W 40" 0'* / _.W _V per WQM #4` .00, o 'ILI '0 ...... for + 10 ...... loe 00, 9� qu 4 ..... . 440 eo LN .0,0 ......... .. of .0 00k % If 1: r 5 01 'fop L e '_� soil berm per or _.40 ., �_* WQMP IL / 00, 00, 100 .40 . .. ........ . 4 0, '0, 410' -01, .10- gor e ..... 00' 0l pE�,r Or��.,Oolll A 4F 'oe L 1' lle 00 'oe -O WQMP 100 100 0e gol 00 4�e *Ie o,# >, ,w /W / 0 lee 49P e V V %-Joe or .0e oe es % , , N ". / 00 r .00 .0 / e 9r - < Lt Z_ 00 .Or soil surwle, 0/ 'lop 0 - . L, .0, % 00 �Po�_ 4 40l 00 00 0, go' 01 .0 9er 'Pool Ll' ol 4er 4100 too 405 ',lop 000 lee rm�r.,O, / - # 71 .00' 05, 0l dl 100 Age die 4ilii7l OOP 400 -00F /4.6 00. W. �0 . '.:, or 0or or Ile Self retain'ng a4 / L Z li per WQ 00 f r or .0e gr J00F -000' 00, 4A 0.* 4e e; Ale —9 oe '001 X -L L 9 oe Ae* Id % .00 ning �elf re to I -40 ol 00 11.,K1 - - r jo, per WQ ol Jix'sting "rr'gafed ,,Pr lle or- �00- .000 L 0 0 40V 10 % tree % ;001 40 f lll - "000 de 0* "0' JkI.0 l -40 All 'oe 40 e ,e 001 A4 do .0e 40l 4_e-,Vl 041 00, o .OF 40e oe the 41 011 4 - �e / e ;�j r . . , de -4F .00 . . / ol -7 I oe 7 - I 9 0 0* '0 -9,4, - * - / 0, 0, Ile .0e Oe Aje Ole 4 4FF 00 00 0 > 001 1.01 14P 40l pie % .4 Ill 40 ;0 Of. ol. ............... 6 00 o P/ oil Sample ';�40e '0' go 0 Ole joe 'OFF '00'. 400 j 0 do K , .-,- r 9. - 'go' .0e 99e '00 P oe �011 01 L N A '0l A0 '00 .0e -41`0 9, Ile 410l 101, loe . ....... 0r A . . ............ A....... ... . ..... .. .... L L % r 19, Y, 9 L . ..... . . ... .... .... .... r % 9 ...... ........... L ------- - -- ........... ........ . . ........... 1-7. .. . ....... .. ..................... 4 . ........ . .. . ...... L ........... . ....... . . ........ 9 V . ... . . . ......... - — -------- 9 —6 ...... 9, .............. ................ . .............. . ....... ..... .. L e and s c a,,., _Dvnam3,cs M ape ArchIT ing g Water Manoolement - Certifield Arb^,ric-utture -A 3 59 3 A rif n fon Av e S! e- E RN ersideii. Cdi fornio -4839 f951) 264 Designed By VY PLANS PREPARED UNDER THE SUPERVISION OF mw�! -Fv_ w LANDSCAPE TREATMENTS LEGEND ---I Recommendations / Specifications for _HyoMseeded Buffer Area Soil Organic Content Results The following seed mix was obtained and recommended by S&S Seeds on March 12,2018 Soil samples were taken on site to a depth of 8 t� and were and is considered a cool season germination,, non -irrigated mix., analyzed by Waypoint Analytical for percentage of organic content by weight using the Walkley-Black method. Seed Mix Specif ication: -P Species Pure Live Seed Lbs/Acre IDSoil Sample Location - Organic Conf ent 1. 6617o ECiogonum fasciculaturn 1.5 Soil Sample Locafion - Organic Content 2.78% Festuca rubra "Molate" Fesfuca microstachys 6.0 4.0 Sol'i Sample Loccl-ation - Organic (.�ontent 0.75% Eschscholfic californica 2.0 rlmwl Lasf h e ni a c a I i fo mic a 0.5 Soil Sample Location - Organic Content 7.24% Phace�ia campanularia 2.0 Encelia farinosa 1.5 F 7 Hydroseeded Buffer Area Baccharis salicifolia 0.1 Contractor shall hydroseed the depicted area with the seed mix Provide Acmispon glabier brevialatus 3.0 on this sheet. Areas shall be hydroseeded as describedin the Stipa pulchria 3,0 L J recornmenda", ions and specifications below, Elymus triticoides 2.0 I Amended and Mulched Self Retainin2 Areas Total 25.6 Contractor shall amend the soil to a depth of 6" and opply a Ythick layer of mulch Within Self -Retaining oreas depicted on this sheet and as *NOTE: PLS LBS/ACRE 0 Lbs/acre, PLS LBS/ACRE is the most accurate way to sped.""-Ify Seeds L ,J identified on the WQMP Exhibit'A',, The soil shall be amended then and takes 'Info account bofh mulched as desCribedin the recommendations and specifications below.. purify and germination. PLS % = % Purify X ?/o Germination. Mulched Slope Erosion Control Area Ideal Soil Conditions Ideal Surface Conditions Contractor shall provide a uniformly applied Cthicklayer of Cover Mulch pH range 6.5 - 7.5 Surface is track -walked up & down the slope as describled in the recommend at'lo n s and s-pecifica t ions below:, Total Dissolve Salts < 256 No concentrated flows Sodium Absorption Ratio <2 Energy diss;paters (slope interruption devices) are used Organic Matter 24 % Y j ell lee, el Y 17D I N e" N 4 1 A', t� li(� FD V V 1 V, if J Q _3 L ? IIL J"..J ... ... - - ---- IL "I" AIII j kI. 1-1 1� J: L ILI % % A Ni. % imple f f j r IJ 't 5 J f J, _4 J_ r .......... r Y Al�� j IF i f L j % A L j y 1L 17 v V V % L L 4�- f N 4 ij "A r Ie 0 L k L K "A z ,J L f VL L % L L V% - L Vli j Every mulch and erosion control project has a uniquile set of conditions: ' soil type (e.g.., non -cohesive sand vs.. cohes*ve clay), firne of year, weather condffions, slope length,. slope severity, requirement for functional longevity prior to vegetation lestablishment and more. Below is a recommendation for select'nq the right comb"nat"on of mcferials and app�icaflon rates fo meet the eros"on prevenflon and vegetation establishment requirements for the project. For Flat Ground and Gentle Slooled Installafionsin Seasons Other than Winter a Slope angles no steeper than 4:1 9 Slope length maximum of 40 ft. (without slope interruption devices) is Low erosive so'l types 9 Functiona' longevity requirement of up to 3 months Recommended materials: Product • Conwed 1000 Wood Fibe r Hydraulic Mulch • Hydropost Premium Compost is Ecology Control M-Binderjock Blosoll Forte 7-2-1, Organic fertilizer AM 120 Mycorrhizal inoculum Tri-C Soluble Humate Seed mix as prescribed by S & S Seeds ApplicalHon Rate 1,,500 - 2,500 lbs./acre 1,000 lbs./ac-re 150 lbs./acre 800 lbs./acre 60 lbs./acre I 1b./acre For M"Id to Moderate Slooes and Installations Anv T*me of the Year: • Slope angles up to 2:1 • Slope length maAmum of 50 ft. (without slope interruption devices' • I ow to moderately eros've soil types • Funct"onal longevity requ*rement of up to 6 months Recommended mater"als: Product Promafrix BFM le Hydroposf Premium Compost Biolsol Fofete 7-2-11 Organ*lc ferfilizer AM 120 Mycorrhizalinocuium Tri-C Soluble Humofe a Seed m*x as p,rescr'bed by S & S Seeds Application Rate 2,000 - 3,500 lbs./acre L000 lbs./acre 800 lbs./acre 60 lbs./acre I 1b./acre Recommendaflons / Spedficaflons for Amended Areas Soil within these areas shall be cross -ripped or otherwise filled fo a depth of 6 'Inches prior to the applieC-_,ation of amendments, Foilowing the uniform application of f he amendments listed on f his sheet the contractor shall tncorporate the amendments into the top 6 11 of soil by- means of a rotofiller or other equally effective means of completely *ncorporofing the amendments `nto the soil. Soil is to be graded -to achieve f he des'red grade ond any berming des"gned or specified on the grading plans and WQMP. Recommeded matierials: Earth Works - Nitrolized Fir Shav'ings i I EarthWorks Nitrolized 'Fir Shavings i's to be used for *incorporation of organ*c material into the too 6'of so'l Within Self -Retaining Areas. This compost is to be der4ved from Nift ol'zed, composted wood shavings and screened to a 0-114" m'inus size. RA-I'ES OF APPLICATION: 1.5 15 uniform layer (approximafely 4,7 cu. yds. per I li.000 sq. ft,, Incorporate into soil to a depth of 6",.) Recommendat"ons / Specifications for Mulched Areas Cover Mulch "s to be EarthWorks Cover Mulch or approved equal and should be applied through a mulch blowing process to aid in the uniform application over the slope areas. The material should be a dark, fibrous, coarse textured producl that helps reduce weed growth and produces an aesthetically pleasant finish to the landscape over a long period of fime. The Cover Mulch is a weed free,, composfed mix of recycl,.Ied green material that has been sized ffirough a fhree inch minus screen. The physical characterisfics of the Cover Mulch shall provide a uniform look while creating a fight barrier against weeds. RATE OF APPLICATION: 6 to uniform layer (approximately 18.5 cu. yds. per 1,000 sq.ftq GRAPHIC SCALE 20 0 10 20 .. . ...... Pill 01 FEET G R E G 0 Rt"07 L, L. A. N 0. 2017-248