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HomeMy WebLinkAboutENG-2018-00362 PGP PLAN NO 19-307-19-309 Fahmiam Residence GPADING NOTES G7� r gr _)S Ce7 S f: 47/,� r ". _ ' t -. F CC.<2AL ROAD, PARCEL 9 Ty0 1. ALL WORK 1SHALL BECDONE IN ACC„ CE W'ITHUTHE CITY OF LAKE ELSINr - G LF UiN S 92653 1. AR L 2 ATB 2 y PN 2. A T -. .� SP R u aY C -a S. Y ( AP''JJ��� ^�_ PROJECT 3. TIC SCR C e S = l I I6 A`�2"ol SITE J n a uC Ixa) J _�� Y- T _ r G"Ta \ f L a'.S p a E.f �` "s�S 4'= ,��``yy :r]� ^t "e �r7 4 - r 2 �, - I u C:_`f V Ta A L .E _A INS -_ Eel ���..1. rn arm, 5. _ S I� CC "lI G aY ,,,- CT GT C a v..r, 3 =c 2 m3 1 c :O F. e„T:- 159 C T f 1 C CA 5't�9i °��THE + � �x �°p� '� �r�, -t �r -T p '�� ,ir cF n �'Y .t HE �1 .l O �\;[,a ELSEN O E � � �� 6. � �� a�I ^s � i `o F CA� (9-I) 252-i632 '"' 0 2 7. r 5 TN NC S a 12 R7 I WILFREDOOVENTURAENGII+NEER`: _GNLAND.COM /A, � �"C!'LJNT Sr J S C J ONI D %'\ .v r!?. t ESS k T 7&4,11 D)_S'V�Pxs ION .,,� c (C Y- J D\._ T.. _ T TO'CZ EST yl,S ..=J by ..E Q 5 QT G- LA �. SITE ADDRESS VICINITY MAP G` ` " T F, �r c :R n�,a r�:t C s-,_ V_rsD a. c__ �s --R LECORDED - 2 KC w5 Or S, IN THE NO SCALE 1p TF CE OF THE C 1 n_ DER OF SAID CCJNTY 503 GRANITE ST r LAKE ELS'NURE, CA 92530 TT-1, _ v C _D SC T S .R i -._ 2. C D a 4 C T �p T (IL •.� ) C TOP OF CUI OR r SLOPES S D °s.) I ,1 O „K Q'JA_' TI Erig IEwz PROPOSED =TE T� 1 C r� 7� �,1T �7 7. T� 7 �� y'� / D; V_V;AY / N.0 DL�+',.T ,�J 1 O1bM WATER 1.L'R POLLUTION NOTES`j 1 1 FI OR EQUIVALENT ALONG THE TOP OF ALL F_C . C:, T. C Y F T _. SrU �..� / ,`.u<�, �- _ SLC�_S. rl MOLE O ,,...R'D f,100)YEARS SHOWN ABOVE IS FCR _AND;:,; PU.??OSES ONLY. SHRINKAGE, ..:.��- 1. FOR PROJECTS THAT REQUIRE COVERAGE UNDER THE GENE°^:� CONSTRUC = T.-- _R„ C S ,t. C uT PROPOSED 1 STORY 2359 SO. _ - c P c G ToAT A QUALIFIED c, PnP. ,GS7) XaG .,L - ,.3. .O u,;S.;,.;C`--J� �C;J _,A�,S u, ,1,.,F '7i:A_7„CL,-,.=S- ` SJ3S_ J,`CJ 5..,.A,.ELCSS F:.,TU:S/„ LOT ^P,.,v.,._D. THE CO".rESCTOR / /. C...'N�. I_ T-S CNSIBLE FOR ENSURING _ -. . ( FT. SINGLE FAMILY RESIDE4dC:E c;?SP DLVELO'E (OSC ,FLr.:''._.`JI AND ".".aTR AID' TI-i'= S,a r' ?r...✓:.�. ° „G:!IF,D E.. D - c.• -IS TO �"_:L6= '.U�_C IL u.. /;59 6,, E. T'E. C., CJ<T ,.:=OFF". r: ..� / ) _ _ _ 16. S ,.FU_ =D - - .: / `-RGPJ iH_.-.CAL C A S_ M t'i__ QUALITY ASSCC!A,_IC,.i"r�<`J �:�A_ .,� � E3J OtiTCR C G _ r J�., S, , ,�� ,S.,CS C S �DATION REOUIREME• S PARCdL C OS D J COIJ_I<UC T A G _ 4 D PC: UTA\ S __ : n A 5�T "�.,.,, j©Zff3S G., a ." l TO THEP a ^iU EXTENT .? _ .,:,AG ANY ? S - S GG ,AT TS 'r' 17. C C_R a J PS C `.:L` .I:D A FINAL COMPAC'"_I P_�E :,� OF DISTURBANCE Q Q ���. �. 1 `' �.__. `� 1 .:: ": C T 3`:C S •.: - -0=F_� f C J'v_:R S <:_ FC U r; A7 e P S UR u S t r`C O ___^NG AND E CG,aSI l.C'iCA as F! AT D -0 IA. gEr" 'V Apr U S - C FRU i AS I_ _ Crt U" U . _ ,.I,, . _ _. DISTW LD GA IT TO T. 4N." XT RT R _ ? -S _ _ 1, .J S '8. a C.S� rN ?JC A S r\:E7 l _ D - 7� A ry �._:- 1' NC; N�CSE ?! CVl .F...a ?La Yr AS t'aLL AS A`J'f LJl. .CA; rC J : 10 n LEGEND T •� �/ DIC:A�D sY Ft D CdDDiT NS _V_N EROSION AND/CY �G 1 CF PC V 9 A r C r O C •� f� INTO EXISTING T U3_C S.NEE IS A D/OR CNTO ADJACENT P.CF_ ES DU�­,.G ANY PHASE O TO TOP OF CURB - _�! / CCPdSTRUCTUA. ;9. C I 'v= CR r_"D F ',- _ FIG FINISHED GRADE ^c" 2. FOR PROJECTS Tr'11 ^U.-cE COVER;gut UAC=R THE GENE-,..L CCAS-,,UC RCN U D r I ` - _tNIT T S r G F JA C u " F.L. FLCJ:' LIB WATER POLLUTION V -ITC :LAN: ( v P) S ALI BE S'r I J 5 T p"v AJ::: -C F Ja C J I.T '_I v :�_ A T - _ a C i FS FIN SH _Ci-k.CE - REQUEST C A I .'7 Vr_ OF ' �; AAI JA T E„ t-,LA,LI:f C A, .rtCL EC;"R'D {Rw+.,C�) - ; v D " SAlT4 AN 1 2T -I A AU/. ? CITY C r✓A�.c�El a"w..,�. I AD T ,C DAl T_ , EP EDGE O P„b".,ENT ` J 3 CONSTRUCTION S S S '_ '-1TANtD A S C-I A CGT C ON THAT AN A ITIC P U STu S 20. ! V S ? C l _ aTED IN THE FIELD PRIOR TO l�j \ NOT A. <Y `IVAS S OR T T ,S OFF THE &T DISC S OF M3T IAL CT TFA ST _,>;! C I/ 2:1 2:1 SLOPE (UNLESS OTHERWISE NOTED ,.� otE55Jo aq, 1 4 ( E-) , Z. ? T -FIuCT I VI T�'S < l L ;S o S ' S 'T`-9 BY VJA E, RCN-STCT ARE PN A I_O EXCEPT AS T =P tY Al DN'CUA .._S 17 _ - , .. S Cam, AND = F.P'EA '� 4D4 g. P <v:IT Lti == T S ;Y LL T..RAT PE.<9T CC'ST TUC T .,T'! T. L --(1210)-- EXIS71NG CONTOUR "--` �' �e��i RABBI Z� CTE;A S - = 22. .,IS.,_ =arT J ?C ;, 7 .:i? " 3 ,...,..FOOT. JLLI,I "' L " ARE NOT M:T-D Uu C !C?L S T'S; �ij ecaaxa Z m 415: S F<C> 'S, ST _\'A-JTS, SOI V \IS, r' C S ? S U S. _ D ------- CE'TEP, LINE .;q• tvEereex U; C66111 a h_,.E r a �F ,5, ',;CCD :__S <V Ta/_.c a D ASB S S F S C Ur O 23. S IP r C T E tlo..zasa 7-� � FRAG^ TS FUELS. T S L n ti,. V0 C'AU .DIA G Cti T e _ C `dCR ! N J :1 r r r - - - DAYLiG:-: LINE EN IIR CESEEMIA *, * U\-DEX MAP RELA- D C�,T7:,dG CR CU J T 'CS Ca:,'1.3 11S'_S ASr 5 I U ",f S a T!� T _ S C, .a_< r�d 5:1_ARE ham_.,'..ED „ 0 �' oEtnooTsr 3`i d` CIVIC <� - ---- CLEA.A Ch CI t 1. D G 4 ;G IA _S - SIT CL AND. ---- PROPERTY LINE ,9p / rq/ v' ,. FOFCAUFCR' 20 0 i0 20 40 80 POTA.3 TER F r 1 I. L rl, AND TCS VG. D G C C CJ Db SAT_ C; , mo REI'h:"d' t"lALL _� A:Er S S:0U CCC A &EC L7 '1ND CONTROLLED I Y _ N II_ P Y r, 2a. r Ir v�,;I� c - C S - !IN THE FOLLU �.._5: S PA FROM r0 STC JA R U",C-F, WITH ULTIMATES 'L" \ ACCORDANCE .J"H L T C eF C aT a - - �- FLOW L /w;;;LE SOILS ENGINEER'S CERTIFICATE c ,_ s Ar D r L S a 1,T OC U -T --m-- 4" PVC STORM DRAIN PIPE 1" = 20 S U-CI O.I _QU C- F Vc7,CT E 4laS : Sl AI 1_ S r� ,a p. D CC`aTR CT' \ S AN:J E S L S JST DI C r -D O C v eAT:-RS OR T.- LOCAL STGiT .51N Sf TF - r._VIEWED BY THE UNDERSIGNED AND FOUND TO BE IN CONFORMANCE - - C `r: D aA.CA.S µ1 - FS:� -:"IGATIONS OUTLINED IN THE SOILS AND GEOLOGICAL RECONNAISSANCE GRAPHIC SCALE 6 ?-7(< 'N 3f S i- C^ S ;CN R,LATED MATER!A_S, WASTES, SPILLS OR 5 aD' S � _ - _ '= D TIC V. C 2 TUC r ANSPORT FRCM THE SITE TO STREETS, „+'JAGS C T'�S, I `` ;D -sn- 5" SEVER LATERAL _ _ CR f,:,.,., ;-�G P<Cr_.._S 3Y A.,D C< R-I O'-F. D 'D':_R'S CERTIFCATE: 7 1 Z T STC AG f`'D S-AGING AREAS SHALL B" ES`P I(SHED. ° L TF,S rO T BL -�S, S .'rl. -1210 PROPOSED CONTOUR /�. ' y��t6GG,..t �o�ZO�ZU ,7-zo- L. U S, G_._S AND 0'..;`_7-,, SHALL HAVE SECONDARY CCNa I - r - STO _3 A,IAY FrGa PILL 23. C'`.I r J T✓= a = a, I:J \':= I T f ._.., -...-_. ., .,r r „7 -. - T ,..: S „T- P't3 f STORM WATER CONVEYANCE SYS: ,.. P :.TAT I R.. �1GINFER OF WORK FOR THIS PROJECT. 9T I,,., ,J,",_ / �__C S OR E .S, a.CEsJALKS, RIGHTS-OF-WAYS AND v RIP-RAP ENERGY DISSIPATER M,:. F _ _ _a-_Y CEG N0.2339 (EXP.) (DATE) :, _ T_ L t.:C _ D- r vi AS G J F.J c C U.T 6TC 3U5II:=SS FLG'sr.+ .,.._S. _ i ..._....,�_£ ¢ :. \ G 3 ZU 7.- !J An,, :..,;:�.,.....,5 A..v T:AT i._G_..._.. ._C„I,c,S: ',T,:Cu.,,P r:, STA,C,,.,. 8 „cT 3!E .:IIXERS SHALL HAVE PLASTIC :,N-RS uVDcR� a J,TH GRAVEL BAGS PLACES ON THE _ J ..,.1 J ,^..rn _ U +, 'i SIDE CT THE I WE?S TO CC'VIA.-.J DISCu 1R _S. ?\=J'a T r I- \ V NO b E <'�Ft:G PE 66111 EXP. DATE) ._ _.. - - r -T 5.5 (EXP.)-------- -- "=�_` -- I - - __. --__ _ __,-_. r ,. .._ .- - ,^:I T t 1c 'S *•!Y - A' JJ D '0.. 0 PLCATION OF ASPHALT SEAL _).�.__ I U . I:.r.T r._ C.:_u.,OF T.: ,.,5 P:4D_ C.FIC.4TIONS BY TIT_CI:. C. LF;(.c___.P.O.<c 9. �C.:T:., __] S,4 e,, ,� JLL ONLY 3_ �_C -,�, �= S 0 '� - ,0 tiT F,=V1EW ONLY AND DOESVNOT RELIEVE ME AS ENGINEER OF WORK CF 1.'I:Y RESPONSIBILITIES COATS A`iD ONLY J N F ?,INEt, „RXNAG: vLE7S P TcC r_3. F \ rCO,,_,_- -n� !c- c. cc r..- c_ _ _- rco,,.ICI co,C - - - - - - - - - 6. D �ASL, .�D ,/ ,??t _1 /.0 a,_ - F-.:C C.. - SBILITY - NII STR'^TON ER AND .SJ�CCN.'=ACTOR TRSJ. Ar- TO `,V_ .;:JARE OF -- 2 - - FOR F _ter 10.f.__ Ja J., - - } _ :3 - a-- - - - ., _ ., -.5 .S. < 4 ,:S UR S r0, Trite PROJECT ti0 A.\'Y ASSOC� __„ / �° C.,'s; ?uv 10'+ S L J S. ._ _ _ - 27. C D - NIT E S -'T J D ..:.NED D G U \G � - � � CO` .,,.S:v / .NOT E I' cD T _ J. - 7`Z'Z";.1`i 11.DSC-"-G!A:G CCNIF ..a:.\J wl;d_r,,a 4:cR APRODUCEDr BY .tiT=, ;CCU,�;Ia'E,� AI ;=",S -E i C'I T_ _ 11 _NUJ ':' ..ice _. G ., r `_- _ _ �_'....c N_ - 28 .,_i .u:C S ?T ,.�;rC a O CT I�'J Sr:\ C..;S::'..,C ..l_,..--T':'-- ERS. WILFREDO S.D.VENTURA RCE NO.65532 EXP.6 30 20 Or`, !P1FI:IFN, INI"0 I�- C S'lROCTICN SITE IS RC';u L:�C G::G ,GJ COi ? _D _ _ T �S /'<' F�CD f�L L HI'_ F_ -' i 1TH / / ( ) G C;,ACi'lATER PRODUCED _ _'.,AIERING ,4CTiV'I`:ES ^:1AY .''i-01;7- A .`,T C"LA'_ GTANJT t,aC 29. Col7., ID TEC C TI.__S IS T f - :hr. C,.4,.._ v `{rC„ C. Ti;l :0_ 'iC C, S; <:'S.NG - .,,.,. -,N or.= " - - - _c .,T I 30. l _ - ..- a.'S_ A L �C3_T_,"T_,. ON SITE CONSTRUCTION NOTES EL,:.:.,, I N SYSTEM ( ,_CIONA_ VIAT R QUALITY FRCI S`'_T T 0 = - 12.STOF2tI a.:LATER RUN,.cF�S�._I_ iaCT IC-RFC'=D 0"JER A\v S!CPtS n :C C R..A ` T DC"'NJ 31. S S + 2 ,. D N S CN S.P:U U -- 1 PROPOSED 5'X5' RIPRAP #2 BACKING 1.85 CY G,."I7NS `STA-LTO. Lr:OS:.7"N A^:D SEDIMENT CONTROLS INCLUD:.,G "^.a aTE,ANC A?__ �:EOL:R_D C,J A _„ _ _ _-_ �„ T c L 1 Pal l AT I _ _ AL EX�OSED SLOPES UNTIL SUFFICE T "ER?:ANENT LANDSCAnN� HAS 3c_L S.A:_'I,SF.- OZ 32. '_S v 4,J CA ; E C, -: T N / C r T S 2❑ GRADED SWALE AT 1%MIN 281 L.F. ST O PROTECTION MUST BE IN' PLACE PRIOR TO THE ISSUANCE OF THE FI`A'� C=RTr v?T- CF oS C (oJ T T T -, S_ _RLJ TO FSSL A T v; CCC� -lCY. - - C ! T u r 'N = T u:T T _ L\IS _ C. L. C TCR... DRAIN -!PE 0.5%MIN 211 L.F. 13.V-C=l T..CX CLEARING AND BRUS. i�XG AC.iV!TLES SHALL NOT B `.;iTIATED DURING TnE 'IJc a�SOAJ L_......_ ...? •LICE ,u 3 TO T �'A C ?_ 'd6 rc U _ „ Cti' �,- Slr7 S VJ:IZ3 F -0T 5 IJATELY PROTECTED ,J!T'rl BASINS OR C = 33. ( :aC S ", D�Izc, v 4 6" NCS G3ATE PER CETA.._ 4 ON SHEET 2 OR EQUIVALENT 6 EA I_M.P ,Rt DRA V.,CE OR CU N. UL ,.:aabeES. - „Ir�.,i=S C2 S ,.TUc _ F,.v ..ICY C FC�.._ r- __ S 14.STCC .'.S Of SO', c T F PER_v SECURED !TTrI ,':'PS TO =T ^"NAT, OR uG- !O, C r ti .S 5 RETAIN\G WALL PER SEPARATE PERMIT 283 L.F. S_D;P <=,PdS:U- C'1 T SITE TO S'R- . D AIN;AGc ACT!�IES C AC _ RCS RS. C S C" c T' S _ _ _ - S -_ TI-:E C \ FL.� S T-S C T- CwNERS OF ALL 15.ST6C :_ES GF SC,.i�\SI:gL._ rOPERL`f Oti'A•NED TQ _I ?, Ci' „Ct S _'•iT " R S- ..,;51 Or vNt BLUE - _. ,.0 O .: 'RAN.,PuI: 'T:C"9 .rIE SITE lC SRE�a, BIiAINA..t FACILE-S C? ACT, IT -:RO 2:tS VA -= A_, r,.;T 0 3. S S-C,ISIBLE FOR, OR 4' CONCRETE W/WELDED WIRE MESH W6XW6-10/10 ®MID DEPTH OVER 90%COMPACTED NATIVE SOIL 123 S.F. a- _ - - - O2 .. .,:,;QED uT a.e�_S ., O: u5_,. C -�S= -LANs. ALL CHANGES VC;_;IC CIC V,,:\D :C IV FOR A iOD CF 1 DAYS C, ,Cs<_ �r.>.__ E COS 35. r ,I\T__DATE Gr: v a CNI: AUGUST 1,2019 ;a. ?<,,.. : ^2 "'- .. AT a..,� ACTI1. ST S S ALL -�. - ROR !0 A -OREC45T D O - _S._ ?�:vS [rUc- rE „"..;p� A,� ;dS7 L_ A PZ _� - '--ARER 7 6 CC'.,,.ETE 0\_, 6 A.B. 2 CCd,-AC-cD NATIVE SOIL 493 S.F. �fGl ;�I,GUST o� ., 16.FOR U.- :.T rc I<,\G COV AG. ND E R THE CC\S7RGC ICl G_VE SI R...!I : GA'_ A -�C`J - ,_:_..,._ ,.,. __ __ _ F _e'`^' CONSTRUCTIONr Si ALT �_ _. U r REF. ,AT I „J iA 35. O r(C'i'OTHER IRRE C \: _ G'I GREATER Ti t. .c S',.r �w F .. iL, NOTES - ATJ Itia:ALL'".:GN Or THE :,a,^J a. > N {< .-S - II _J =U ^{RFF FFFT CIF`";. _ REQ:.T J ,.,Si ON SI,_ X V"=L R AS h .....DATED BY THE SA.R A J,.a .�EG O:`<AL 3CA f, DES -:=S ''J __ . r Z,, CI--; PtRd:1 r =4 T T CG-ST;U a \C`IV T-5. C•: CONSTRUCTION. PROPOSED 5' SIC_rT,;.K PER C-Y STF:":DARD 210 137 S.F. __ r r ,_SOILS nivGdvcER. 17.AT T r_ C �AU-I C 1. O CGP <'� TI0\ ACTIV'i f A'.' CC`S C „N U �`IS AND ,+ ': '6 I MATE S '?.'L E_ COI T CI AND PROPERLY D!SPOS D C rN C K_D S OR COVL,_D 37. JS ,ADE STAKES FOR ALL DRAINAGE DEVICES AND OBTA.."! Und ? ol:fid Service Alert u PROPOSED 24.65` WIDE DRIVtwAY APPROACH PER CITY STANDARD 117 158 S.F. RECYCLE S C A 18.IriS ! 4S CBTr A 4 >_ POLLUTION N_' JIIOa 1 1i.AAT:'ON SYSTEM _ tO PROPOSED 4" CURB CORE PER CITY OF LAKE ELSINORE STANDARD 303 2 EA 38. S APPROVED UNTIL ALL RETAINING WALLS ARE APPROVED ' m47_T (N?D S) IT. TO UL T AND :1CUSTRIAL STOR..1 WATER D,SCHA C_S. Sr 1,.._ 17 Call: TOLL FREE ( '. u_X .z_.i,, 11 PROPOSED 4' BUILDING SEWER LATERAL ASSEMBLY& BACKWATER VALVE PER ELSINORE VALLEY WATER DISTRICT STANDARD S-12. 1 EA NPC S o,�D r;_'1�A= t J as',,_ ,/:1 39. S ,AS C - ? „I_ 1- „T A;vr,;S STEM ,3 p - ❑ 19.TH..E L. S.,P C:J1L f G '':FIED OSP AND/OR OSD WILL REVIEW PLACEMENT OF ( ,-)F_ D v 1-800 SI 1 / G JL T . :IA¢R RGES Ia 227-260U S- 12 PROPOSED 1" WATER LATERAL AND 1" WATER METER PER ELSINORE VALLEY WATER DISTRICT STANDARD W-9. 1 EA EROSION Cu .._ P\J ^JS.,RE THAT 4,.,r,✓, iS IN ACCORDANCE WITH THE APPROVED PLANS. r ' s - 2 _ ,-,.N 9/22/l!j S-;_ NO. 3 EROSION CONTROL PLAN 13 PROPOSED 6" CURB AND GUTTER PER CITY STANDARD 200 20 L.F. WILFREDO S.D.TURA RCE NO. 66532 EXP. 6/30/20 (DATE) 42. ? _ S ? C S T.ONS NO BUIL.,`3S OR _S .. RE •TWO ,37,<iNG DAYS BEFORE YOU DIG S'J` "' O `" ""-' ro AC MARK REVISIONS APPR. DATE E PL- HAVE F FOR COMPLIANCE WITH THE LAIC._ R C A OR CITY AND STATE SEAT J ri'.N� Of Lr\�'�"- FLS�N�tQE n Tucr+cws©ur+cwwmmK 'Nw EcoF-tHENOEL' Fc"�AP�2otJAt,y .C` X .( 'T 3. `3 J G1R,A T,N AND Ventura Engineering EROSION CONTROL PLAN Engineering inland INC � r4,T,T OF J Z" r, y T n., :I S�.AI F. BENCH 1C t 503 GRANITE ST 3 SHEETS 111010v HAPB I S s 2a19 1 r V E1- �ELk- RC _...lf- I J E° "V AS SHOWN ON PLANS - PARCEL 2 MB 2 135 T_r No. 'i{3156 DATE t G ',?�� :S n5-58 I CITY ENGINEER ""�_ � 6/77/19 a ' a � a, CITY OF LAKE E_�.:C.. _ :a r•5532 UP.s-30-20 DATE DATE: ELEVATION = 1259.56 TITLE SHEET 19 3007 N FG . NDS,INC. - (1348.35) 851NORTHHARVARDAVE. FG(1349.01) TW7355.00 LINDSAY,CA93247 ! FG(1349.94) ' TOLL FREE:1-800-726-1994 We put water in its(7tace PHONE:(559)562-9888 / 5 FAX:(559)5624488 w a www.ndspm.com AYLIGHT 1354.05 2 T 1 ® PROPERTY LINE INV 1352.12 :. zy 3 NOS ROUND POLYOLEFIN \�� ��. 1354.17 I'1 5 ` RAW i .INV 1351.72 GRATE W1 U.V.INHIBITORS SLOPE TO DRAIN SLOPE TO DRAIN �, v hN 1 � 354.3 �2.� ..5 \ 31'� 1 �2y / COMPACTED SOIL 3 3"ly 2 EXISTING EXISTING CURB - o/ `v,' ` \ 2.5'�, T32,0p 3 J DEWALK AND GUTTER $ I SEWER B DRAIN 0 1354.17 4k RISER PIPE(LENGTH AS M/ �� N \ - ❑T 1 149.67 REQUIRED) W �, 2 t INV 1351.32 `-- NV 1351,247 SIDEWALK MAIN EWER servERSD PIw PROPERTY LINE IPE5 �� CITY S t A� -� TW 1354.87 / INVERTELEVATION 1 11 V 1351.0 WALK R4'X4',® 1354.1 G(1354.37) 5.0'�' FL _353. 7 � FS 1354.92 � PA 1354 crt11HEDITONE � .� 135430 (13�3.97) / D 3 F TW1344.71 FG(1344.21) 'FF - y 1355.0", ^0 3 4 1354.05 !4 ����+'� 2rg ,np� F 1353.35 u 54.3� �t,7 1353.81 .�fB 21135 3 ly . � FS(1353.55) p ` ?9 ° l"'` .� PROPERTY LINE / TW13�5.00 �'. P 7 NOTES FG(1345.63) 1.INST4 "C - ..NUFACTURER'S SPECIFICATIONS. \� 5 .3 \ \��' \ 1354.96 54.30 '•2O hN F <T 2.D _._ 1354.05 i /+ ., a`lEERS,CONTRACTORS,CONSULTANTS AND DESIGN ON-SITE CONSTRUCTION NOTES 11 f 1354.64 13?3go S P • c 4 T 13 S�2.3 a.A i..= E TIME QF DEVELOPMENT BUT r.UaTBE REVIEWED AND avprtovED " P P N JINV1350.52 2 sD 354.3� s% 40' 5191�� �1351.31 a 1 PROPOSED 5' X 5 RIPRAP #2 BACKING 6 - �- FS 351.51 2 GRADED SWALE AT 1%MIN 7 +• +.. 3 4 PVC STORM DRAIN PIPE ®0.5%MIN T42p F '. --. ) \ 3 1353.85 �� T 1351.48 ATE ER REON 4 ROCR,,TE4arHsrEEOGH-in,zouTL=_Tsi D 5� RETAININGRWALLPPEROSEPIARATEEPERMIOR APPROVED EQUAL , A, 5 TIN1355.00. -�'�° 1353.18.- (11 550.8110 T� _ FG(1350.36) _ F �T 34 $ �12 SC,,,,:�._�. h 6 4" CONCRETE W/WELDED WIRE MESH W6XW6-10/10 MID DEPTH OVER 907 COMPACTED - �� NV 1349.75 pER ARCHITE REWSIoeDATE s2szo1s NATIVE SOIL PR P 3353.45 5 Et 6"CONCRETE OVER 6" A.B. AT 90%COMPACTED NATIVE SOIL \ 13 / OFF-SITE CONSTRUCTION NOTES F W(1350.32)13AIN Q� 8� PROPOSED 5'SIDEWALK PER CITY STANDARD 210 - 9� PROPOSED 24.65' WIDE DRIVEWAY APPROACH PER CITY STANDARD 117 PER CITY OF LAKE E' ELSINORE STD. 30T0C 10 1�,- PROPOSED 4"CURB CORE PER CITY OF LAKE ELSINORE STANDARD 303 \ i!J IN 11 PROPOSED 4"BUILDING SEWER LATERAL ASSEMBLY&BACKWATER VALVE PER ELSINORE \-- VALLEY WATER DISTRICT STANDARD S-12. 12 PROPOSED 1" WATER LATERAL AND 1"WATER METER PER ELSINORE VALLEY WATER DISTRICT STANDARD W-9. I� 13 PROPOSED 6"CURB AND GUTTER PER CITY STANDARD 200 r' 10 5 PROPERTY LINE PROPERTY LINE 1 10, 1370 - -1370 scale PROPOSED BLDG PROPOSED BLDG I 1360 - TW1355.0 5.0' 10.0�-�� -1360 TW1355.00 5% FF 1355.0 5% GRANITE ST MIN MI 1370- PROPERTY LINE DAYLIGHT PROPERTY LINE CENTERLINE 1370 ;{ WAL 1350 t �N' VVC 7 E SNVt 350.37VC �_ - 1350 I PROPOSED BLDG PROPOSED BLDG PROPOSED GARAGE PROPOSED 1340 f EXISTING SURFACE RETAINING WALL I -1340 i360- ( I 2:1 SLOPE 2% FF 1355.0 i% 7% t APPROACH 1360 3y PROP.RETAINING WALL PROPOSED SURFACE PROP. RIVEWAY MIN _y 10.9% - 1350_.. t I _ 1350 �. -' PROPOSED SURFACE 'I 1330 WALE--- - 1330 OFF 1554.5 OFF 1554.3 CROSS SECTION A-A I I EXISTING SURFACE -, ound Service Alert r 1340 - 1340 ') i Call: TOLL FREE - a' 1-800 . 227-2600 1330- 1330 CROSS SECTION B-B T�'E 1'^_ , '1G DAYS BEFORE YOU DIG 1"=10, i THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE SEAL ARK RLVISIOENS APPR. BATE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE ESS CITY OF LAKE ELSIti'ORE ,SHEET LAWS AND PE IT AY BE ISSUED. 2PF��eTEPrer�a-N«�a��+ s� /( P eM�� Lss � SCALE: BENCH MARK: GRADING AND E503 �R�OSIO J COL PL"= OF 3 HEETS t M1 Ventura En meenn Inland INC V E I EV. CIMt .,.i V3156 DATE W 6 17 19 p SEE SHEET 1. PARCEL FILE No. 6-30-20 l` ATE DATE. GRADINL, CITY ENGINEER{N RCE 4d�J28 / / � AS SHOWN ON PLANS � CITY OF LAKE ELSINORE �xLnzEDo .D.VENTURAYFNNRA RCE sssaz E%P.a-ao-zo Q'ctU � EROSION CONTROL NOTES 1. ALL EROSION CONTROL PLANS SHALL BE IN ACCORDANCE WITH CITY OF LAKE ELSINORE ORDINANCE NOS. 529, 772, 1237, 1004, CONSTRUCTION SITE BEST MANAGEMENT PRACTICES (BMP'S), AND SS STANDARDS OUTLINED WITHIN THE LAKE ELSINORE DESIGN MANUAL 2. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE FOR ANY DISCHARGES ` BY SUBCONTRACTORS. 3. IN CASE OF EMERGENCY, CALL SCOTT FEARS (RESPONSIBLE PERSON)AT (951)538-5345 (24-HOUR PHONE NUMBER). R/W 4. DEVICES TO REDUCE EROSION DAMAGE SHALL NOT BE PLACED X MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE QUALIFIED "N �?•3j'? SWPPP DEVELOPER, CITY ENGINEER, OR IN AN EMERGENCY, BY THE PERSON RESPONSIBLE FOR GRADING OPERATIONS. •'' / ?.93"W EXISTING SIDEWALK EXISTING CURB AND 5. AREAS THAT ARE CLEARED AND GRADED SHALL BE LIMITED TO ONLY o ?3 14?.00p, EWALK THE PORTION OF THE SITE THAT IS NECESSARY FOR CONSTRUCTION. THE CONSTRUCTION SITE SHALL BE MANAGED TO MINIMIZE THE EXPOSURE TIME OF DISTURBED SOIL AREAS THROUGH PHASING AND SCHEDULING OF GRADING AND THE USE OF /TEMPORARY AND PERMANENT SOIL STABILIZATION. +. 29 ---—CITY SEWER 6. ONCE DISTURBED, GRADED SLOPES EXCEEDING A 3:1 RATIO AND/OR �� TEN (10) FEET IN HEIGHT (TEMPORARY OR PERMANENT) SHALL BE STABILIZED IF THEY WILL NOT BE WORKED WITHIN 7 DAYS. DURING THE STORM SEASON, ALL SLOPES SHALL BE STABILIZED 24 HOURS PRIOR TO A PREDICTED STORM EVENT. CONSTRUCTION SITES SHALL BE REVEGETATED AS EARLY AS FEASIBLE AFTER SOIL DISTURBANCE / h AND WITHIN 7-DAYS OF COMPLETION. / 7. FILL SLOPES AT THE TRACT PERIMETER MUST DRAIN AWAY FROM THE TOP OF THE SLOPE AT THE CONCLUSION OF EACH WORKING DAY. / 8. THE CONTRACTOR SHALL BE RESPONSIBLE AND HAVE SIGNS POSTED \ B� ON THE SITE TO WARN AGAINST PUBLIC TRESPASS INTO AREAS / IS 9. DUST WHERESHALLR BE (CONTROL CONTROLLED BY WATERING OR OTHER METHODS I a� �, PARCE qL ,G APPROVED BY THE CITY ENGINEER. !aB z/135 10.PLACEMENT OF DEVICES TO REDUCE EROSION DAMAGE WITHIN THE �,,; .. / DEVELOPMENT SHALL BE SHOWN ON THE APPROVED PLAN. / 11.DESILTING FACILITIES AT ALL DRAINAGE INLETS FOR THE GRADED SITE SHALL BE DESIGNED FOR A TWENTY-FIVE (25) YEAR, SIX (6) HOUR STORM INTENSITY. THEY MUST BE DETAILED ON THE PLANS. DESIGN AND SPECIFIC RECOMMENDATIONS SHALL BE SUBMITTED FOR THE FOLLOWING a)DESILTING BASIN VOLUME BASED ON GRADIENT AND NATURE OF SOILS.b)THE EXTENT OF ALL GRADED AREAS AND IDENTIFICATION OF 5�2,31' . •< r ANY TEMPORARY SOIL STABILIZATION MEASURES. �2.93" '�' ^ „✓' c)SIZE OF DESILTING BASIN OUTLET PIPE AND OVERFLOW. f 142.0p0 �. -„�` x.' A, / d)DIKE REQUIREMENTS. SHOW MINIMUM WALL WIDTH, SLOPE OF �, 2.. WALLS, PERCENT COMPACTION, ETC. e)OUTLET CONDITIONS FROM THE DESILTING BASIN SHALL NOT EXCEED DOWNSTREAM LIMITATIONS, WITH THE EXCEPTION OF / OVERFLOW, WHICH IS TO BE DESIGNED TO PROVIDE CAPACITY OF 1.5 TIMES THE MAXIMUM DESIGN FLOW. 12.NECESSARY MATERIALS SHALL BE AVAILABLE ON-SITE AND AT u CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF / TEMPORARY DEVICES OR TO REPAIR ANY DAMAGED EROSION CONTROL / MEASURES WHEN A 50% CHANCE OR GREATER OF RAIN WITHIN A 48 li HOUR PERIOD IS FORECAST FOR LAKE ELSINORE BY THE NATIONAL OCEANIC AND ATMOSPHERIC AGENCY (NOAA). 13.BMP'S SHALL BE MAINTAINED AND INSPECTED DAILY TO MINIMIZE AND/OR PREVENT THE ENTRAINMENT OF SOIL IN RUNOFF FROM DISTURBED SOIL AREAS ON CONSTRUCTION SITES. ALL REMOVABLE _J PROTECTIVE EROSION CONTROL DEVICES SHOWN SHALL BE IN PLACE .C.. / AT THE END OF EACH WORKING DAY WHEN THE FOUR (4) DAY RAIN 'U PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). 14.AFTER A RAINSTORM, ALL PROJECT GENERATED SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS, ONSITE PUBLIC DRAINS AND PIPES, DRAINS AND PIPES OF ADJACENT PROPERTIES AND DESILTING BASINS AND THE BASINS PUMPED DRY. ANY GRADED SLOPE BMP'S A RAINSTORM SHALL ALSO BE IMMEDIATELY REPAIR ED.EFAILDURENTO PROVIDE EFFECTIVE MAINTENANCE �I MAY RESULT IN PENALTIES. (III 15.DISCHARGING OF CONTAMINATED SOILS VIA SURFACE EROSION IS 1 II i III PROHIBITED. I� III FILTER FABRIC TRAVELED 16.CONSTRUCTION ACCESS POINTS SHALL BE STABILIZED WITH A COMBINATION OF ROCK AND SHAKER PLATES YEAR-ROUND TO /�"/// I %" -_ -_-+ COARSE AGGREGATE WAY PREVENT TRACK-OUT. ROUTINE STREET SWEEPING SHALL BE30' MIN. PERFORMED ON ALL PAVED STREETS WHERE TRACKING IS OBSERVED. VACUUM SWEEPERS SHALL BE USED WHEN STREET SWEEPING BECOMES INEFFECTIVE. GRAVEL BAGS OVERLAP + +++ 1. SET POSTS AND EXCAVATE + + + A 6 INCH BY 6 INCH 2. STAPLE THE FILTER 12 MIN. 3" TO 6" CRUSHED AGGREGATE TRENCH UPSLOPE FROM AND FABRIC TO THE FENCE. I FILTER FABRIC ALONG THE LINE OF POSTS. EXISTING GROUND PRO ILE 3' MIN. 6' MAX, EXISTING GROUND RUNOFF TRAVELED WAY �— — — — �� '/ �2' MIN. _- i / 3' MAX. THREE LgYER pF GRA�/EL BAGSi �6„ 16'MN WITH ENDS OVERLAPPED // /l - T 'PAN 1l GRAVEL BAGS 3 INTONTHEH6"xxIL6�R FABRICTRENCH. 4. BACKFILL AND COMPACT ;NOTE: CONSTRUCT SEDIMENT NO SCALE THE EXCAVATED SOIL. BARRIER AND CHANNELIZE RUNOFF TO SEDIMENT TRAPPING DEVICE EROSION CONTROL LEGEND SILT FENCE DETAIL STABILIZED CONSTRUCTION Underground Service Alert NO SCALE ENTRANCE AND CONSTRUCTION ROADWAY STABILIZED CONSTRUCTION ENTRANCE THE SILT FENCE SHOULD BE SUPPORTED BY A WIRE MESH IF THE FILTER FABRIC NO SCALE Call: TOLL FREE GRAVEL BAGS TYPICAL J BAGS HIGH(TO BE PLACED PER SE-6) (TO BE PLACED PER TC-1) DOES NOT HAVE SUFFICIENT STRENGTH AND BURSTING STRENGTH CHARACTERISTICS (AS RECOMMENDED BY THE FABRIC MANUFACTURER) '-$00 227_2600 — --o-SILT FENCE (TO BE PLACED PER SE-1) TWO WORKING DAYS BEFORE YOU DIG MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE SEAL CITY OF LAKE ELSINORE SHEET APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS A D ER T MAY BE ISSUED. t ' .,¢x ENrwweNCTNEL N INLANDe pp�� VenturaT11 Inland INC FREDo S.D.YENIDRA GRADING AND EROSION CONTROL PLAN '� {EA'A/ {1A6/3 2� 1�' I�_ V EI Na 66532 SCALE: BENCH MARK: 503 GRANITE ST OF 3 SHEETS a ROE-45946 ISEi AT ` (�Pl 6-3o_Z0 CITY ENGINEER 6/17/19 GV1L p AS SHOWN ON PLANS SEE SHEET 1. PARCEL 2 MB 2/135 FILE No. CITY OF LAKE ELSINORE 66FRED0O.D.VENTURA RCE 66532 EXP.6-30-20 DATE srq DATE: EROSION CONTROL PLANI `q,3d N