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HomeMy WebLinkAbout16830 LAKESHORE DR_ 67-85 (2) �; 'M4;*r.�arf,a�.", ... ..;i2>d., MY.u�"�'R.°•,u .� ,. .� a, u, ,. �.�I ,. ^`i("t" .».,.�.,+........+........�.�....w.„....aw...+�...,w-«.......�.a...�....�..a......+.�............w.y..,...y ......�.-�.........��..,�,.,,..«.wa.w,..�..�.a,.,..,.,...w.,..�.+w...�...a....+,.a...«.+.,..—...w,.+•.+a....�ao.,.w�.w.......a.....��� „ ��r; �� w4 � _. - PP. �/f"..•-ram ,_ s.ay�h•,y,, i�1�.1 _ �► "'"'°� �1NI� .ram �.� — � _ -n I T 'iD � P+.�,o✓Co PIRiOK V,{.GAL PI PC(FIB) _..17'=-lt•�• ;,�, •s PCB;Wr'1•v' °,•'tiT`G __ -fTJ 69aNO rovsF.oR L/kwN 1N44 -no" MNr4H 69P170- -AW*. •l ,al''A M LL �x 24 VNC>Ir PJED i -- - f;?4:77r 2�� Y - E';"•- '+' x 'aG 4mr-4 —�ZGECe CA*;'t h.0 ^4tt ?f `!eft SHRUB PLANTING TREE STAKING BOX TREE & GUYING K _T FWOR TO lanJssiH SF,&` K& — �, o F1.U6f•+vW/F4-Jl4H �;9 L FT LA" ° *FCWv,ABU_'r 60AV& MfciFIR+FJ �igee CURB, OR W#_)c 19"040H .._ ` i. •:�•�.:.... � �� ..��RR� �Y./S �.,OVadT a.vt i f I VOLTwM,IXK-ur4�V�Ll,� I '!�r>r'vo.`NI &. D f OTNA+4 1 I I I — —RBI'UP EIl�D 12 1'B'Wr�eR EfW ac rvc• +•ev MIG1aOR�o►si+I►(�)fltl►,blblY' LY � � � I N 9TElel. NiPrl.� Mte,4-wf'xC.E.IF'k THKOOV 7 1SO v0VT YAM.N Qi),W".r- r i 5 f'VGGln r .cj mot PV•G•OTPMT 6D►Y. C trwC 12r dx 6' 1 ' 4'&6' POP-UP LAWN/SHRUB HEADS SHRUB & BUBBLER HEADS CONTROLLER erna,Vat- Fife 'Tym 1i'Cuu`•v+ exeAcrf- APjOROVI' TY� ems. F' to^TIC M co/mZ to Eft:f wr"Q_m Vti-VEW. nxTti� NIR:p�•�,pµN� (rXeTIG) TID*!. I`�'v� I p �NI4H 6R�GFs UN I ON S LI pe rfors 41L Ki f r �J rarer "•' •'••'ss Nu G 12 60%d aR�t ccNlr11°I.F' �•aC/'� � �/�, I � �4AWOG�C.rwrer r"w 4 10�I owQ yr.69*,ty 1'V 6fyy, t• t t r , °rl °•• f'.bG.f'Lh�JfIG APL— ro y� ;v n,,,,f . .. . , Pik WIRE --- . ° -A_% NIppLG rlM4R'�I WIfZE" - -� — ��� � 27!4OWG?0_04< JA LC?,/,L-05)GB SPECIFICATIONS�L.CkiV-Gases I . wG. Caw!1' .:. < Ro•G) i S DETAILS - % �,r'i,/I�iTIG IyWN Llt� .�, •!o. ' CMnm ChNIf011 , ,A �,,. � P.vG./'L7f►'.R• - 'tI•I�JG'f dam. � s'`' REMOTE CONTROL VALVE PRESSURE VACUUM ,BREAKER L 8 - l i - IF I _ I ! I I { I ? { 18.A Cox TDJ' t7F C R 614, p I I I f I I { I H l 61 l 1 1 { old : ! i 13 ? 1 { 1 I ? I I '2 ! i •� ! I I i i N H�. I o.V " W ! ~ � II tq'' bI im ; . C . $ ' 1g 1? -r•-• t x,. l I h� �n N°� )a cp7} l ^9 mew T N u0 `C4 a CK In. 1 r i ' _♦ 0!� OF CUR® Nlm I i i i I j I I : I a4' . a s • II ! -- -7-r-- i.,rx 1f , W 'f \ 0; I o.H3 2 y «�/ZB � ._.- _ 0 I 1 � '. 1 ��)• I _ --I ..- -.....--ram I._ I o12 aX/ST.• i¢ EL,ffv I EXIST. ¢ ELEV,'s N .�� per �.-`�� - ?� -_'�� --/zoo- ( i y d ^' ,� -••���� ��� 'w O o 01 -'/278 w 1 . . . . . i 0 m O N V v I N ` `IL 7B /0t00 0+00 /+00 2v-oo 3 f00 rAC,r A C./aY.MtvI I A VMAL//C!BYES AI r ' A.c.PAVLNKNT ti `a- I III I I d �I �yNH Nf IVy:N D�l� / c 2 I I I II I III I I n.AI9'46'34; - 17 DIKE DETAIL w 2 I - Bo race •n \4ry0 ^_ O7 I I tl I '° I'I I R• °T / `f'p. M . I M47CN t.NC I II I T 74.B6 �•/ C6�N.AN A7 Lvr' --_- ..}E LR I '`'� /� ,r• 6 �a � x 'F• I p III I _ - � 3 � 1 j �I ��i .►4 I ///_III I oI6 b�� ✓ 41 4y _"_ �J� �•f �: • 1' a� ' •,'. S r0. I 40fr t a` 0ti '�• 6'/ III �•�. TI I AI a 4.' .e. N ti I8 /! • ��, � � s�' of se'w d /SB.o9" ° � �' �� dII/ III �C/'j) � I _ / `' � I>" i� ti'>y I_ o-'°' t�� -'--- _1_ / I t aw L V= - _-.�`� _.-- { y__ yr !/ -` '_��.�.� I ;y1e Lr' -� _-__--v� I 12 J v M. .a..-' •• r sa �. s - rD :.0 - +..� .^41�+.- 'ih �_ � I/ �' / 19 21 l/S 9 12 - '%ti CdVS \\ t r----JJ cr y _ _yL - - "'•._! - -- _.. ...._.,_�, _.n_�_-- �- �''•gII�i1AYY /D ST 7TLT 9l4NDAR0 __ �,L� • al)Y! T QL7 IB /) I' � /9 MOLT%NG/Lr,C fAUNryO/ I�� I '/ �' � J/4Ar]L[pA70LI'AYC m c R/yicerdJt 9rot Jo, �� � ( � -l .ti rr/..�• f. IFF eoGPmzr y /- -1.ALsz�J-�se•e 8� I � �/ (-� /e •.� i.. �! , A'.Y6RJ/LYJlO'/[NL� � 6 -w --- -_ i c / ,c, i/1 (n (�, `r, i 'sv/�a..�iti�,•:.,c -=i -LAKE -+--- -- /1 --- RIVERSIDE DRIVE 4 CONSTRUCTION NCfs_3. t `Np� o aol' DRAWING . 201. CURB AND GUTTER PER COUNTY OP RIVERSIDE SPAIIDARD DR1lWIN6 N0. 201. • /5 CONSTRUCT ASPHALT CONCRETE OVER AOOREGATE BASE- ON 95% REDACTED NATURAL SUBORADE. ` --�_-_---I /A O)NSTRUCT P.C.C. CURB E GUTTER WITH VARIABLE HEIGHT CURBFACE %Wes -� r AS SHOWN ON PLAN. CONSTRUCT CATCH BASIN N0. 1 PER RIVERSIDE COUNTY FLOOD CONTROL C�J 3AMCUT EXISTING A.C. PARALLEL TO EDGE OP GUTTER 12" INTO EXISTING ~ IE' n DISTRICT 3TA.YDARD DRAWING No. CB 100; W"3.5', V" Sao' PAVEMENT TOWARD STREET CENTERLINE, r"f1 N j 0 DRAWING N P.207. DRIVEWAY APPROACH PER COUNTY OF RIVERSIDE STANDARD DRAWING H0. 207• J7 ';CONSTRUCT 8" A.C. D= PE.^1 DETAIL. CONSTRUCT! CATCH BASIN N0. 1 PER RIVERSIDE COUNTY FLOOD CONTROL ' DISTRICT SYAI,DARD DRAWING NO. CB 100; W"14 6. V.S.00' r. y, O CONSTRUCT P.C.C. COMMERCIAL SIDEWALK PER COUNTY OF RIVERSIDE STANDARD JB ,'CONSTRUCT LOCAL DEPRESSION PER RIVERSIDE COMM FLOOD CONTROL DISTRICT r ! DRAWING NO. 400. O CONSTRUCT 24" R.C.P.,CONNECTOR. STANDARD DRAWING N0. LD 201 4CARI E s+r ��.�. r , •;••• :�• -'t• , .e+/ "• [ONSTIIIIPA DlMrOs1+[ tniuc+viA4 O4 CONSTRUCT P.C.C. ACCESS RAMPS PER COUNTY OF RIVERSIDE STANDARD JO CONSTRUCT 16" R.C.P. CONNECTOR. /9 CONSTRUCT JUNCTION STRUCTURE No"PEN RIVERSIDE COUNTY FLOOD CONTROL DRAWING N0. 404. DISTRICM DWO. No. JS 227. A"90 , C"5.0', D"81" LAKtlIIiR[011 L'AC/IO'A• I/y'f lJ REMOVE EXISTING IMPROVEMENTS. .MiNMID[ a. IA</I�At 2 O6 CONSTRUCT P.C.C. PLANTER CURB PER'CALTAANS STANDARD llRAWINO N0. 20 CONSTRUCT CONCRETE COLLAR PER RIVERSIDE COUNTY FLOOD CONTROL DISTRICT ' t N8"A ('TYPE Al-6}, 10, PRUTECT EXISTING IMPROVEMENTS. STD. DWO. NO- M803. Pi_ 5�1. STREET SIC (MosLdas K/ © CONSTRUCT CATCH BASIN N0. 1 PER RIVERSIDE COUNTY FLOOD CONTROL Ja RELC7ATE RXISTIN6 IMPROVEMENTS. 1J TO BE RELOCATED BY OWNER. IANt8"M p*.C".8o)oWVZ lotto(TT.et) � DISTRICT STANDARD DRAWING N0. CB 100; W.21', V"7.Ao' � UI�Q ,J�Q ?l;f; /y ADJUST TO GP.ADE. z2 `PLbO END UP EXISTING BY DOUBLE BRICLINO WI111 MORTAR LEAL. J� iTAucs✓sAL t>N�ars ilcr.aN ry A No. Vf��•,.v.•j♦N.. PRw..•^•v A/ ISTINATI. CONMACrOR In YwI.//M,..I rr,sr.I IILVISk1NS• Eilaeeye Note to C-tnclen - •.ae a+•.,a."""-"^� APPROVED BY: >'NESE PLANS NAVE OCEN/JAM/N!D ANO AR//M The a' will IOWia m am untrnrau"e utllltla,qpa,collar etrue• '"""'""`e'''"'O1 ACCORDANCJr W,IN CONO,J.�vf Or AIrvLAO✓Ayvr' CITY OF LAKE ELSI NORE OM d~aa tMM .mw,"oanfte - ORNiA LAW" plNu"•I.ahtaina hya eNrch of Mlla0le leaoMr,To - TARaASY.t)CUITFS i1C •f..s.ee"e.e C/7Y ORD/NANLL ulO tra r[0/GALA 'i tfr heat W our NMYMAp,thM en rq alallni NIIAief eLcept at fho"a an ��: L2 7✓c ' S-y'r tMPMII �f� A A !AM J ev IRJC I NAY K/!1(At'If. _ r: Weee t>faa The raNtnctol etrtl ewrain gm Im WAtlo.a anT Yaaenrol.tl "N�.NNao IA.oaB n..awBwwo,r e. k .7 .c Zw T R T P V T P /ratponal01e for .. �._. �0 EP%N. L9t *ow a ald"a l•"'M to e,ry public a prima Nilltleti /EN,CM ✓!e O G s NU7 I .._ �. �IO.A«clot eha101 hereaa. - '- ��- - ArrpovEo�: ' ,:s0' `"AI`; RIVERSIDE DR I VE d► _L.. BAA tS%' y[Ro�oa pA`x� TA17iAStOCIATES gTY[NOIM[II RCL.O YlRI /:2' Y! Cer 9AS1 LA�LS'1A!AR. OY[v"/t7lL// LAKESHORE DRIVE-_ Itx No • t r c r DATE w o toll e / PV,Iw,M,:.,:,.�••... _ - rt, 'fit..`�. Ai'r•��.. : .. .... .I ._. ;:rep:.t'L�V'X""N""'. 7. PLANTING SPECIFICATIONS IRRIGATION SPECIFICATIONS Q44 09 69ca,"C .. 1y'aE J1 •Uf., 1. SCOPE OF rO1721 �L.F�wV ��V✓� +. '••I AKFN N.. ..r, . .rid NM;•N., ,-. +'[ /RK/V.I'•(., ;.'1. PREPARA A. THE NOEL! INCLU)ED IN THESE SPECIFICATIONS •..W.L '-JNSISr Ku 'HE c'WhI5 :NG DF :.:h, FINISH ,FAR IN„ �Y.aN'INU. Arl NA;NA:A.. INC.AL. _AtkP. MATERIALS, ALL LAB, TOO.S. MATERIALS. APPLIANCES. 'ESTS, PERMITS, NECE SSAAv c,P V*wlc trd ',77L., E(A.IPME+•, ANT` AN• ;THEIR API`R•ENANCES Nk CE SSARv "A T.f COMPLETIO, THE INSTALLATION OF A LANDSCAPE SPRINKLER SvSTFM. AS SHU.q.7+DRAWINGS. ` (�~y�wR�_ B. IT IS THE INTENT OF THESE SPEC IF ICATI(NS T!: AC(:]M'LISN THE NIDRK O INSTIilllw L��1 A SPRINKLER SYSTEM COMPLETE MO OPERABLE IN AN EFC IC IENT AND SA T I SF ACTOR, /► GEMERAL ALL MA•ER;AL iHAI_ ry- ,E 5' • +INI + :,uA.E. X NOr 9EGIN MAKER ACCORDING TO THE WDRKMANLIKE STANDARDS ESTABLISHED CDR SPRINKLER � t,•, SCIL PREPAAAII IN •N ,..Ah•INK,FNr;l IRUIrLAr RCN AP,,v+R[XNE •L ANTING AREAS IS OPEPAr I:YN FOR FLLL COVERAff. tl/�1 A� COMPLETE AND APPRK:VFG Y 2. MATERIALS I�1 =� ' I►(�� PLANTS PLANTS SHALL •E •f ALTN, JF NORMAL (RL.,NTH,, MEL_ ROOTED, FREE AS PER IRRIGATION LEGEND SOWN OR DRA.INGS. �^ FROM Z> SEA SE ANC INSEC I'_ 'KRAL 1'v LAC SIZE :)F :'CANT MArIRIL SMALL CONFORM ]. VERtF_O�•T`pN I 1 TO THE STATE _F CALIFCPNIA WADING CODE OF NRSEPv STDCK AN) BE OF NMBER ONE �IU.C..Q/ •- �'-Y WADE. A. MFCFE PROCEEDING WITH ANY WORK. •S/ K. THE CONTRACTOR SMALL CAREFLLLv CHECK AND �I �� • 0 !V,. C. VARIETIES AND SITES O "LANrS SMALL HE AS SC,,N(2,DRAWINGS. VERIFY ALL D1494SIONS ND SALL REPORT MY VARIATIONS TO OE OWNER'S AUTHORIZED REPRESENfATIV-. "'� • • 1. FFRT�1�H 12F8�T.D SOIL c�OtTf:]�ERS B. THE CONTRACTOR SMALL VF]tIFY AND BE FAMIL:A WITH rNE LOCATION. SIZE. PRESARE A. REDNNOOD SMAvINGS - 5HHALL 9E NITROGEN STABILIZED REDWOOD SAVINGS P).5i AND DETAIL OF STUBWT$PROVIDED AS THE SC.RCE OF WATER SUPPLY TO THE SPRINKLER NITPDGEN, DPv BASE). SYSTEM AS SHOWN ON PLANK,. 1 R. ORG/VNIC FERTILIZER - SAL_ BE PROCESSED SEWER SLUICE WITH MIN iHIM CONTENT C. THE CONTRACTOR FINDING ANY DISCREPANCIES CW THE DRAWINGS DURING e1001NG Aro/ 'I OF It NITROGEN A'C It PHOSPHCAIC ACT:'. F(AIAL " 'N:•TK?NM:S'. OR PRIOR TD PRECEDING WITH ANY WORK. SMALL NCTIFv THE CMER'S AUTHOtIZEC /Tt .. PGANI� FERTIL I:ER AN; iC 1- :;1NCIrIONE7: - S.ALL 9E 'WC-POWER'. AND )P NIC REPREAENTAT I VE OF SUCK OI SCREPANNC IES. OTHERWISE THE CONTRACTOR MOST .55.,E BASE MA'ERIAL. :EARL CEO P DECOMPOSED M,IMIAL ANC IEGEIABLE MATTER AND COMPOSTED FULL RESPONSIBILITv FOR ANr AND ALL 'ECE35Apv REVISIONS, ( •' $KPPDR• RAC TERM AL CLL TUBES. "'J,iAINING^A. POLL TR•, ANIMAL DR HUMAN MAST.;, D. ALL LOCAL, MUNICIPAL AND STATE LAWS. R'_ES AND AE(ALATI[N5 :AVFIWIw OR a •� p GWRANTEED ANALYSIS IS-3-1' NI•RCGEN 5i, PLCSPHHATE Jt, POTASH, I.. So HlMIS RELATING TO ANY PORTION OF THIS WORK ARE HEREBv INCORPORATED IN.O AND MADE _ _- { AND ISt•.4MIC ACIDS. IAILABLE THROUGH; SOUTHERN CALIFORNIA ORGANIC FERTILIZER A PART OF THESE SPECIFICATIONS At. THEIR PRCNISfOhs SNNL'. BE CARRIED CIVT BY THE SPRINKLER CONTRACTOR. 121L 2A5-6dAu, 'yERDALE, "AL IF(RNIL r, r MCR vFnln E. ALL WORK CALLED FOR ON HIE DRAWINGS Br NOTES SHALL BE FLPNISED AND INSTALLED WHETHER Y MENTILW4M I WHEER OR HOT SPECIFICAN THE SPECIFICATIONS AND/OR DETAILS. A. _AMS..APE MW vAK.. r* A,_)I!:'G r •.E ,I tPK MARL;.E •'AN)ARD'.ESTAM I"fm FIP 517E C_IY±,f T10N6 wo N,!r yam/ AM SC APE C:TNS ruIRTI:). >Nf �.A••':'G. A. D A. THE CONTRACTOR SHALL EXAMINE CAREFUL, 'If S:'E IF WIWI ^7NTETE'_ATfL ANC •Hf ,I/'�•��7•� PROMAL. PLANS. SPEC IFIFATIONS ANT, AL. -,'HERC:IIMAC- >X_WNTS. I• Wr. ✓:JH/��!�+ 9EN':RF A•l 'Il::'/.•nF_'r:•.AL. _,Pk1­ >y ;H. :.A�:w,. UL. WEE:,•, Ml ;FA,-,E, BE ASSUMED THAT THE CONTRACTOR HAS IIvEOTIWtEL) AND 15 SAT:;FIED AS ••' •.E �,// .AL. v :.r. A.• ..• ..t . >NC ..IS.--,SE- I A! ••E -7N, CT:P WN'•, EFSE. CONDITIONSTU BE ENCOUMTEREO. PERFORMED, ABC wTERIALS It. 9E F ION I SOD. A••O T'Vv •• AS TO THE REOUIRENENTS OF THE SPECIFICATI:NS. ALL WORK ON SEPIAS SMALL BE IN INK. A. -•.L 1:,>TE ALK AnDA •' 'k :'IANrEf A ',f.PT.. T L DEEPV' EX '.I- FPf- EX"AKA•::r, AMR' A' . ,.A,. •E N A '•E ALL Al•F'',EXPE'.'k. 5• R�.LORD ORM1w5 q� • ., u.fA Art�.�. ..'1 Y.' ;•,_ .. A. THE CONTRACTOR SMALL FKRNNISH, IC 'HE 7WrER. A -Z)IE'E 'AS 9u1LT' D'•W:W, I •G '�E�7N'NTTiJ r ••E L�..W I'/, :I LY�, ON SEPIA AND TIED PRINTS SHUrING EXAC' _OCATIONS T ALL ITEMS INSTALLED. �s -.VI: WARD,OE •.:'R:1::E: F..,IYC iAvING' THESE ARE TO BE DELIVERED ON OR BEFORE FINAL INSPECTION. L.Nv 01,� IN UWW;F— ,>r5 'WU-PDWFR 6. ]BEICHImat TA �.wW P of nor.ca+Me,TW 1'( P'7UDs AWICLA.•ll1AL GYPSUN Ao L/ POIfCS NITROFOPM I'DARSE) 16- B..E = A. TRENCHES FOR PLASTIC PIPE SHALL PROVIDE A MINIMUM EARTH COVER OF 16"ABOVE THE TOP OF M PIPE FOR ALL MAINLINE AM 12"MINIMUM OVER ALL 'LATERAL L IHES'. PLANTING T• PRESSISHP TESTING PC)S LLANS AM ',EC THE A•PPROVAL OF THE A T LANDSCAPE ARCHITECT BEFORE EXCAVATING P(T5,LMAXIw NECESSARYE A ALL MAINLINES IN THE ,ySTEW SMALL BE CAPPED AND PRESSURE THSTE.)AT 125 PSI QUICK COUPLER / HOSE BIBB ADJUSTMENTS AS DIRECTED. FOR A HOURS.PERIOD OF TWO HOS. ANY LEAKS FOLIC SMALL'_ BE CORPECTEn By REVVING LE ND TM2 LEAKING FIFE OR FITTINGS A INSTALLING NEW MATERIAL IN ITS RACE. A. PLANTING PIT SMALL 13E DUG WIT"LEVEL BOTTOMS, WITH WIDTH TWICE THE OIAIE.TER IX RooT BALL AMD 6"DEEPER THAN THE LENGTH OF ROOT BALL. EACH RANT PIT SMALL B. TIC CONTRACTOR SMALL. NOT ALLOW NOR CAUSE ANY OF WOK TO BE COVERED OR BE BACKFILLED WITH THE FOLLOWING PREPARED SOIL MtAED THOVLXN.LY, ENCLOSED UNTIL IT HAS®N INSPECTED. TESTED AND AAIROVED BY THE O1IER'S RE'F0ESE1TA I VE. 2 PARTS NITROLIZED REDWOOD SMAV IRS BY VOLUME ..._,..-.__.- I PART NI TRONMIS BY VOLUME B. abEHAfL TEST ]PARTS EXCAVATED SO:L BY VOLUME A. MEN M SFRINRLDR SYSTEM IS COA_EI7[T, THE CONTRACTOR, IN M PFESENCE OF 21 GRAM 'AND)FBRM' PLANTING TABLETS AS FOLLOWS. M OITa'S ALRMORiZED N>OIEM-TATIVE. SMALL PEwOM A TEST CTIVERACA OF 2 TABLETS PEN I GAL. RANT WATER AFPOIDD M LAWN APO PLANTING AEAS, CMLJM AND AO"UATE. THE T TABLETS PER s GAL. RANT CONTRACTOR SHALL FUN ER FURNISH ALL MATERIALS NO PERFORM Au_WORK rEOUIMED TO A TABLETS PER IS GAL. RANT COBECT AW INAOEgJACIES OR COVERAGE AT HIS OWN COST. LARGER RANTS (2) TWO TABLETS PER 1/2"D:AM. OF TRUW CALIPER 9. aNIOt Nis e S. PREPARED SOIL SMALL BE TAMPED FIRMLY AT BOTTOM OR P'.T. FILL PREPARED SOIL —_ AROUC HALL JF RANT 1/2 WAY, AND INSERT PLANT TABLETS. COMPLETE BACK-FILLING A. M CONTRACTOR SMALL INSTALL OUICK COOLERS AT ISO FEET G.C. IHROLI(rOUT AN:WA TFJR THORCUGrt Y. M ENTIRE PROJECT OR AS INDICATED ON DRAWINGS. AL. •X_AN;$ SMALL BE SE' 50 'HA_. WHEN SETTLED, THEY BEAR THE SATE RELATION TD 10. frNrM.m THE gE;NIREp WADE AS THEv 9CPE TO TIE NA•)PAL WADE BEFORE BEING TRANSPLANTED. A. CONTROLLER LOCATIONS SHALL 3 A5 NDTED )ti DRAWINGS 7R AS'-OC A-EC By MAKER'S `. lyC'IA'E_- AF'E-R Pt ANIING. :TAKE AL_ TREES TD:REVE*N' DAMAGE FROM WIN: ('_3)GE- AUTHORIZED PEPRESENrAiIvE. P)Lf _E'. _EKG-AS REOUIOED FASTEN TREE`. LIPPER END OF STAKE IN AT EAS• •11 c21 PLACES USING•CSE TYRE TIES. B. ES VOLT SERVICE AND HOOK-HP TO CONTROL- TIC SMA­PQCA CE B• -)WHOP. :• :S '•E RESPONSIBILITY ff CONTRACTOR TC MOTIF• THE EXRK.JECI SCOER IhTENDENT WHEt. THE E. PREPARE .PRISED FART..91511 15 WIDE AS PLANTING HOLE OF EACH PLA•HT, CONTROLLER IS READY FOR 120 VOLT HCo.-,,P. WATER :MED.IA TEL, AFTER PLANING. WATER iHNLL BE APPLIED TO EAC^'BEE AND :1. ,Or TA VF fTW+ rl SrPLE IN SUCH,MANNER AS NCT DISTURB BACKFILL ANC IC THE EXTENT THAT A'_ A. ALL COON GROUND WIRE SMALL BE WHITE. MA'EP!ALS IN THE PLANTING-OLE ARE THOROUGL• SArLRA TED. B• DIFFFREHT C0.OR WIRES SMALL BE USED O,Pr-SI11,E WIRE FOR EACH. ,AL,E. BEFORE SS SCI _'.VFR PUNTING. RE?IDVE EARTH BERM T7 cINI SH WADE AND OISPoSE C, FOR HIRE SIZE REFER TO THE MANPACT O EXCESS SOIL. AREA'S C,yPT. GRO_UNC _OVFF D. h0 WIRES ME TO BE SPLICED BETWEEN •ALVE AND _ON_-CLLER.EXCEP• A ,AL,E _OCATION. - A. ALL GiROUFI) .OVER AREA SHALL RE_EIVE A LAVEP O WpM'NIrEIS' PANEL` INTO E. ALL VALVE HOOK-UP H.R HOOK-UPS SHALL BE WIT" PEN-TIE WIPE 'ON•EC")RS 2P EO1:AL. THE TOR 1"OF PREPARED SOIL PRIOR TO RANTING:FDUD C'JVER. ;2. SITE VERIFICATION B. SPACING AND VARIETY OF GRDU•D COVER SMALL BE AS SHOW ON DRAWINGS. A. M CONTRACTOR SMALL VERIFY M CMMCMSS O ALL FINISH DUDES WITHIN tHE C. IMm1ATELY AFTER RANTING GROUND COVER. CONTRACTOR SHALL THMOUG.LY WATER ION AREA IN DROOP TO IMBUE rHE ROOMER SOIL_ COVERAGE (AS SPECIFIED) OF THE GROUND COVER. SFRINaER SYSTEM PIPE. D. ALL GROUND COVER AREAS SMALL BE TREATED r1TH A PRF.-EI.OKE/NT BEtVRE FINAL 1]. 1� . LANDSCAPE INSPECTION. GROUND AREAS SMALL BE WEEDED PRIOR TO APPLYING A CONTRACTOR SALL K�THE ABIISES CLEAN AND FREE OF E ss EQUIPMENT. MATERIALS, PRE{TNE7GE/JT, PRE-p(;R(fNT TO BE APPLIED AS PER MANUFACTURER'S RECOMMENDATION. A. RUBBISH INNCIC04TAL TO WOK OF THIS SECTION. ' 9, FINISH GRADING . 14, QEBAtM A. ALL AREAS WILL BE RECEIVED 9Y THE CONTRACTOR AT SUBSTANTIALLY RVS/MIN/S .1 A THE ENTIRE SPRINKLER SYSTEM SHALL BE GUARANTEED Ov THE CONTRACIOR AS TO FOOT OF FINISH WADE. rAU I Nt4r M'M.,mate AND WORRMIANSHIP, INCLUDING SETTLING OF BAOiF ILLED MRFJAS BELOW GRADE �J E►IIOETOWII B. ALL ,.AWN AND PLANTING AREAS SHALL BE WADED TO A SMOOTH, EVEN AND UNIFORM FOR A PERIOD OF ONE FOLLOWING (1) YEAR FLOWING THE DATE OF FINAL ACCEPTANCE OF'THE WOK. ANOE'-SRr' PLANE WITH NO AERLFT CHANGE OF SURFACE. SOIL AREAS ADJACENT TOTHE BUILDINGS N SHALL SLOPE AWAY FROM THE BUILDINGS. IS. �,E�C:1C LwK�r:AA AI✓;Nr TFAT.A C. ALL RANTING AREAS SHALL BE WADED AND MAINTAINED TO ALLOW FREE FLOW O' A. NOR TIE Rp M%LL 01 OR ALL A.ATIRIANTING WOK. AME T. ANDORE FINAL aRCE THE • MR ANIMIN CONTRACTOR IALL.Aft" ALL MINE 801 L, CLUEEQU ND A AND pSS11S FTINRESULTING EAT M1$ YR II WAA NNII N• M•w•• 1. N.IYr H,t.A MrRAD SURFACE HATER. •1II1X. ALL MYm ARAS SWILL E EObM t1EA®AND M SITE LEFT IN A NEAT APO 10. F+,•RANTFF ACCWFA@l,C CONDITION AS APNRONED BY M ONIN'S AUTHORIZED PRPEESEMTATIVE. A. CONTRACTOR SHALL GUARANTEE ALL IS GALLON RANTS AND LARGER FOR A PERIOD OFI ' K N ' •• ONE (1) YEAR. , B, CONTRACTOR SMALL GUARANTEE ALL OTHER MATERIAL FOR A PERIOD OF 90 rAYS. M SPECIFICATIONS A. UPON M COPLETICN OF ALL PLANTING WORK ANC BEFDIE FINAL ACCEPTANCE, THE I CONTRACTOR SMALL REEVE ALL.MATERIAL. EDUINONf. AND DEBRIS MVJLTING FROM A DETAILS MIS WORK. ALL PAVCONDITIOND AREAS SHALL BE OM CLEANED AND THE SITE LOT IN A NENT AAPOAC E C[HTTABLE CONDITION AS APIHIIpVED BY M OWNER'S ARRORIZEDA RRE- ' SlNTATIVE. MFBr/SRNI ()J NA I/lf, IZ. PAIT04A CE AiNYEANCE PERIa TO CORKAGE AFT'7R FINAL INSPECTION. YNN'rt;Jwsi4m � A. MAINTENANCE 14RIOD FOR THIS CONTRACT SMALL BE EO CNM4"DAYS CORD Klpr wo AFTER FINAL INSPECTION OR CONSTIlUCTION. ION MAIAl1N+L i ft7lANATR wIT) RW{ '" CAST PER MONTH AFTER INITIAL 90-0AV MAIMEWRC!FE1iOR. '' �t N' '._« - >..- .A _..:_" .�..v..:s.._�.:..:r«.... ��� ...'.,,TY::�.r.,A..r '..1r,- - ,.R„r ..:.'T."' y �7 'N.M 2•r - �plP1'AP'91AR'^". .•+A,..p T7r•":wRr,.,......�,...,• ...�.'...AT';N'NI"• / 6 .. ..-•. WALL ,+iw.-..H :.. s»: •_ '•...... ,Nf.,•..,...r.,.•.:._: '.l.:er•'H _.�!'.1" '"Fn"W'Nr".':"'.""y_ ' ..'.."F' `'"j'I,�,•' .•'�'AEPMEMcat. It, • I e K 1 �V b � j._..__ N. y• 0' E. a' I I I BG, W p j 1 T `x m ILI 1 Y 50 uLT. R/W v I I 0 0 � N O co [� 000 Iw 1 Boo Li 00 9 x 1141 • e: 16830 LAKESHORE DRIVE AKESHORE DR. b RIVERSIDE I - _�,_ vtsr�s R w I r.vf. E.._';INOPIE, CALIF. - e c ?VE STATION T ...-- —G.�1 y ` Y MMAU t714;eae_a3eB w 'yt v ►' 7MT A'A89oCIA ES INC. f PLANTING PLAN \lAssorJ j 3 " '� chevron Lr LANaaaA IIC"--o e97e WALNUT AV UBTIN .BCa9C•CA • - .w '•• ,' . 6. 6U�TY C,T RIVERSIDE DR. J , I F ! z 3 4 5 d F S 7 a e 7 l'r l'wet Al OENERA_L _-NOTEB__AND SPECIFICATIONS 81 PHYSICALL Y. HANDICAPP-EO C1 FIRE PREVENTION .REQUI RE.NI_pNTmS 01 DENMI T S .. 4 '4t� ti,i U N I f 6 C a 1) 1ARDi TN13 Nnit Appllcatt on ar.d ►YM1. to o at.a:_s+;,silk•,_ _... ._ ._.. �i f, Y•S ! 1. F_U:+. :a:?141yt shall be Provided via.a-, 1 tat on,, (1) :A 103C fire extinguisher. _ _ - T, x 5'L I 1. Tfie site shall tea ErtWoc an4 developed so that normal entry to tna bulldlMIX • FASMATIONI be rails 0 tie n icall handlca d from the ki e►y 2. Portable fire ertingulsha to shall M pmvidsd r1vv awry y5• of navel dlebnn, • ,}, i t '� Y fc Ya Y handicapped public ray and the parking aq" + rlut Un110n Build' Code and A.I.C.C., arse. or for each 6,W0 at, ft•, at indicated by !:war Inspector heri rat .. 7fi*tbllpinhrg, rhaq apellatla, shwa. r• �'.r ■<fnro•• hr-Ste b) ,"+ 1.. 1• All aatorlals and ro1'ioeanahlp eN17 comply n6 •• t1 1 +,, current edltiona• Pe p (l•) Area or Loeatlon Fla. RAUng No. hequird Slane F1f.•nbiny wa •-.• Inv ra 2. tsvp elo t 1 in 11 Y.1 Loa, a-rr-s11 eurfacs, tA+"x fA" lending at top* cite ^ You fabrlwtd on and shop weldln,' shall be done irk Angeles City Building Leparuecr.t loot beyond oast ja.rb, 72" at,•cignt clearance At botwas .tnsvlrnglrky door.ay -__ _____ _ Demolition l'lar t-in Dana v.. , r•,:v u have +•e" r•.r." deep landing, Drainage Meerw'v. ,�.'.:nr awe' ,nine itF `Ia�,: (• licensed fabricator coat No. lt)2. ��- '-- - -- Plt• F7eve-.•d or (a'K A,(•I.• j. Pmv3de at ]aunt one (1', arklru trace for hand3apped ponohs for every !ci•tr �,� MELDING N^MSI (4�r n0e-trtndi9pred. Space anal' be 14' wide and lined to provide 9• perkinE -- __-_._ area red 9• ]oats n,•/::•raw:into area, hu11 d:N Gc�,lnnt 1. All welding is done Sr, fabrication shop under ncpe ref:.cn cy ilectrlc are proses. the Per 1're roue_i e- •e., 1•:"• ,tor -uryl•,r i•.:t•.•w. r^. t 2s No field veI11 is normally done oxce t 10 W: ease of dawa,ge or brvainge dun',ng 4, hands au:wad mrk:laf museum tt..7i ter losefed as scar rot uncoil a; to p-:��. j. ALL ex:tn s•a11 tom o:enabCt frm t.vs l"Ido v::..art the use of a say or a-q special t11 you• ➢ will a supernead b a licensed entzsnoe and so lo:,ated ti .; • tar,:S way ppnC yerior. Se not cxprtiud a voeei vrw,r:vn cr effn-. Ynem ptta.SD'ad by !•:re :0tertnunt Peculations, h: A shioeon: to site,My oust:ri -r welding Y war tom]k. ne:dnd trera tarn rL,ar tree thou cons roe,. cr c`11_r oo]tr, enrol: .� weed. • Sncpedtor.nose czodonLlale astlat)'lost: bu11d3ttg till clele. 9aen reading i• •(' 0 2 A D D, T t O N A L N 0 T E B t 'f.1at. .A•• will be done under constant supervraront usually 'oy .10rtrie are ProeSea• „ A"-.t/cirb uhal' or tmvi.led in each parkins space lorau,d to prevent encrtac4- 4, B:11141nv A:-tosses (taut ne;e; n1w1_ be eacl'y veer froc the nt_•uet. i 8t•,ri• Sp­!AI Notel Par City of 5,,n Diego, vela lden•Sfled as requiring :t of can ova•r vie ruqulred width of rlkwaye. 5• frond de floor ^-a:.Y r on lac :our of doom 1;2"r•xleun M.w h:canoia. Yr:ae E, continuous or periodic Inspection.when the welding In ancrt ape- <_,-:and, mid ]nn -s sAt 1 w a alnlaur of t: `e�T,•i+,r}arFdy° acne In our.approved fabdeator'• a,,op, dowever, the '1gt Ll+• lo:Sg• :he folllvalF adGSLo .our ary r•^•,.,-n, t,.:• a!4+ u approved!a'erlator must Submit aCent:-`State of „ h-laary ent:ancee n�..,, b: accetelble to the nn;a!w:1� lanai mppod• 6. SYSt a•w•:s anal: swine In CIzr.L'rr. of exit L•s N`: then ne:vine Avse Maus ocedpar- �,� n Co=p'iance fro aeco^z nce r:th-tic Section 306 (f)• (:ec nr fifty (5Lr cr■art• -Cutxanth. --. F]dt door shall ter ooemble :roe U'.a +oaf de without the use of a key, teecLa: 7• A: leer: one Prat d(rr s.•all be ?!" r 6• .'" aici.xur if eerle1w 1' or lens o:r.an i I� S 3. Normal field asseebly of bulldittge Su by bolts and sercur. falovledgc or off or:. fr. ❑on-rar.moljt r-.,or- cr cue. For r.'te tvA l,, occawnth or ra":•out -- - - f j. latchlne and loeklrr doom snal; be op in r,emble wiv.a vfle effo ey lever type ocroanc:ee, a,�: nl-11ml exit <!oor, cna:: he c" x C. . Y.S.-Is'a _. t.. t�IC•;yfW, 17E'1.rt mrdwxre not mg:ir: '_nrt rrsailnF d an, mount between 3."an ec d •.4"• :S - leaf w!c;h 4r. '.•, .":�•" 1. All structural steel to conform to AS'N.A36 per U.B.C. Section No. 27".. Fzit doom stall true a 12" alnlran sitar width opening at H� de greet a closed h. Prer:c" am,' fen ea-x:s:.1 b]•• :vb^:an r.;uric^ c: n,frovei to rh cor.pac for i.See l.c: --_ -+ position. llatforn stall be level as called out:n YARir2 vita no at�lpt .fiat eat.) t i S t _. 2. P.pe-AS'Yt A53-Grade "B", or A. R. 1.4-1,Grade Bs floor cranres. 3• Lltnt gauge steel -^rade"C" Flu 124,DOC psi, fT , •C,^ ' pc-0 AS'.`' A4f,-7w 9. !Tt,st arus, or a er Hof ronntrjc�m obat_ruc-.J n , mail be 7. 0"ainimm•, aoove '., ttalinia,e`fcr: to ctPra;e d� weal t.' :a.e C,LC, ar, foss Interior• ra". "S 4• Bolts -AS'DI A307 (unless noted), o. 'Ron bctwe 1^" of :room mre:_ be saoou., =imtsr pvod zur`_aoea. 1C. A:.: e1•r=:n.: w•1e•s a.l: J, r - v r abm :-,rfe. _- _ .. 4•..1. ','>,e 5• Stxuctrral TubSrr, ASTR A5019 7. 'nuusnolec avi' be no nigher flan 1/2" sad aura be bevei�d at an angi,: not 11. firm nritsnU ltdlas requ:rr+d: ,waL' -:e,l r:!:. !_`n :c tutor .-. . •e:. y pa hoQulresests. exceedlag 45 degrees to 1/4" edges. " :• 1 1?., 0171FA:iC1 - Sna also roots _•ter:Ie rm:1.: 13r1'd:r.g OCC:.'i AA'. +e roe a.rr• pra:ts xequ:tea 1. RSn3aum ulti■a th caapriasI" etmugrh at 26 days anal' be sods 2,00' p_. per y'r1TAAY PA"I:.I"raLSr ter Ure ::: :e}srastlt frr vas Ilre 1•reven tam sartatu 1,IOr• :r S+' Us B. C.ttae:v.ne-♦fix 1r2'Ir, vit:.wa-I" of 7; canons rrtr pe:sa^_e of occvp.•iraf• thla mi:::::u. (ln San Ldapi 2n1 sours C1tr (merstione I cement (Grids "f"'). Continuous Inspection not rt'cu stud. 1- Cloaanoe of 4;" aacn side of door sosuuzea a: right angle u door In close' B !1:]d nA per tion.space (a, one (- door may front of to into the closet. TEE iC:.:.CY1K: Pt.::A1h� Y!i`v $. Aeln60. j etee. la be Sntebe 30 de grade defd-taad oar as per ASTY A-:+w0 or 2. A clear y of 0" via, m 4 ]o::; At front of the water close: encroach a cila: 13. Installation, alleatim., 0;l,mu•on or ahancaa.rt of dimpennert.r tents or p•.1q;.I �• 6C. Mlnlaus lap shall be 3e d1lt:our. entry of j0`a: L,r and or y:" at the alter. NO sour shah enexaach laic , E'- ,• iKRR1DAT20Nr the 42" x 4 re 8" area. must be cnvcred am ! r, L ire": f :n:sroent and ..•�• ilane, Dr ki 'r ti e ,Lc arCr tort loin :`::ram 1. fill APi:.IFS 'l A PJ.iA;..:. IKa::Pf:lC1T: ANL 1Ti+'.=:1.1:. _ - 1• Soil typ t Silty-sand. 3. Clear access tothe cospar•uent 44" wide except for door taring• AL: FTSTD PiF"•L PR,^:_ION IQ 1r�s 2• Design allorablen itOO;: psi saxiadn v'. :^•e fw- asp.+, 2^4 _tcreaa, par Coo• o' 4• Crab bare atali be as f'ollowa, 14. Abe drape ry aalrtF ct trehnlor nlnritun used lr. connection rl to nor unde:rrucnf additional dep:r,witn tlaxlsuz of 4r7l,,•. :t.-, per sq. !ice Allarable inters: a. Bare eta:; be 1-1/4" to /:" 0." riv. 1-112" clearince fr,a c', and tA­ftlu-: be sal..sans•.:a:_v ■uun Ud m a niaeA solid er.-r"•* +-••• soil presaure 25L psf/ft. era:: not runts. 8ary shall have 1/E"'a1a. °'�r'MT �'•"'~`'�• �•" 'je"`• r•y� edge radius, an . -'eve.. bl■ae "I! be a a1 n is u■ of r s oo n 3• bottom of all load eca!ring foot,lnxn sn._: to A alnrxur of 12" below nature: able to rl ton rand 25- loss pot lima: foot. Nouc red jd" trigs. the sarroun f:.ry g;r ae undisturbed soli or approved coeWeua b. Side bar 4:" lot?extending 24. 1n front of to11eU at snit 36` soon. 15. A,: p1u mason nuts, C1n 1• -'-.si•{smtau our:.;, u, f.:u•:with rr'L. or sane. • Manure, anel"C towel 11e 16• Ei(:!Y.'lu- d by ease:d:a{arrnhK:l nef.ltea, r!'St- eonthlr. Or-re velvet a, r penacra, etc. anal: be counted within 40' of floor. riqu:red try L:r1n10-. :.M►:1 a f.ila, toe ravel ai,twiny titter.tri ate: (i1 any -designed at 1/2 ■tr..-s n: continuous ins pect.l or.•; d. TOP of tollet meat amil not be leas vat 1T' nor walaua o! 1'0' from flocr. ol,r ra it or. cf tne vn,v.e, 1 . 1• concrete masonry units stall be Grade "B•'. AS717 C9.. Mv:ng It" minimum srt::' . thickness• 7• liloept for bowl protection and mate piping, lavatory shall have a clear, 17. Provlde aaerrran^.y anut-off artvi. r!u.:r 7',' c: sr.1 vImIb11e from ^$.•.:,•:,,:•,,•, unobstructed apace eanrth of at least 29` from the floor to the bottm e.' errs, "oc. 2. garter shall consist all 1 part ce*est, 1/4 part lies', ours rand at 2-Sj4 :c; ]a trs not Ie nitre•: for 'war::-Sn r.,.•� •,oe n.ll toss times the cut of the volume of cement and lima. Type "., • 2,Oi:: pt1. the ape vita knee clrraace urder front lip of 30"ain. width with L-min, IL. Prowl& "Ste; Motor, hr acki I elf" over rre, puss, ielArvi. .r,` •,(; Pth At top. ' *.r •� 8. faucet controls and o zs .G 3• Groatt 1 part cement, 3 parts Sundt maxlmua 1/10 part list (hyde or puttyr. 1c tiro secnanisat wall be ng of to Mtn t. bauxl ar.i anal. t. .. not require tlgr:t Raepingr pincling or tarlatlap of too roast. Halmos force 19. The SraGlls.t:on rJa.. -orlf m.+ tr, v,,, aln:na etnelarda f s17:A /)0 and Arlcle w r. .. - 2,000 jai. to opertel 5 Ins, 1, Invlclon V.; cf the mrrent 'Unlfon PSry ':ode".c 4. Bainforeing Steel as per concrete abet... Ss Not run and dnln pipes antler lave tonics anal b[ 1ltsula red or ott„rrvlae covered. No WAXY or arrant" aurfaces urwlor lavatories, ACCCPMODATION TOILER FACILITIES, 1. Sla0--ccommodatlm, A INDUSTRIAL WASTE IWHENAPPLICABLEI -tdr_-_-_ ._ _ ------_. -.-.-__..-- _ -- --_.--_ a. Space for a 30•x 4fi"mSelanair to enter and for door to slow: �- - - --- - --- - - ------ ------- bo 28" clear space betas A water cleset and firboms or 32" W.rr to well ee one sides lb1 to ratarlil.e m other a1da. a 1. Neste piplag tttuat b altered to legally abandon exiatlro Szd,rtrlal tau facilities (clarifier and floor dal") in accordance with plsabi ng code. c. 30"x 48F' clear apace It. front of water closet and lavatory. ' ''`•-�''�'�'"`' - 2. Drones tie tmuste Approrl 01117 for Lasbllatlon of 12" x 12" floor drain wit n 2. Multiple Aeocslodationl approved trap pnasr. la a. Sue ned In 9salt Akellitiee as outli le lbw 1-b, 1-c. 30 plumbing pewit required from local building and safety department-BY UMYBSr •N4< t:�. (See also notes under FMITS). b•A clear 60" cir=3e or space 50" x 6r'r 27"high, r� c• r oth 11oon e than the tollet door' m than 12_.. y not anar•mcn mu this space sore .. -. _. �z I ,•,. __-- ---_--- d. 60" l34 re" elder*fa tarn door at sills of compartment. Drvs oor shallC2 PLANNING/CD AST AL COMMISSIONS-.DATA oe -- - -- - 'q3 UTILITY CONNECTIONS 4"ridaelear. ---- as When located at and of tempartcents dsaseay may is 32"ride alsfir. PLAN NI N G D to fie dear to the water closet Shall be*elf-clog a 1• Unl&S specifically called tot•all utility connections for this project are Ia1f• :LL is existing and connection of any more Yullding facility rill be node within E71st1y CordStlaral Use }colt NO-_ _ LteA, the property lines to said existing public stility connectlaa, SnlmAiAgr SICK GLee As-ndaent to C. 1;- P. xo.r gryEg "M ELECTRICAL AfONf 1. All handicapped accessible entrances shall be identified with at least ono et1ad&r4 sign asd with Additional dirictlaraal signs visible from approaching pedestrian 1legtuliectnte waved bfl_ Ltd' - L q E N EAR O Y C O N S E R V A T I O N If any exception should exists that prtltvlar utility would be lined aL ue7s. i ;,?•V HA=FACILITY MSIGM BUII.2I11G5s C O A S T A L •. ■ cartlfy that 1 haw nvlae►! V. p.aaa sad c.e te4_1r.d a•per•r t:ti e. :.tt,w� our: .t a••_.-f, amen p]ese indicate this type of dcI11tY or fed dLpehalulg sebblletwnt du.large }-++,,•+:.'.. built-in nosier and service slaks In near Section of handing, along with rear Coo utal OamuSmim P.n1t xo.,- -.-- -Mod__ data M lcR r+ouittrl for Unit pM feet u:: :net to../ oact:Y vt V. ur leaf• . swam mml 4=091M roft•:•e:•HIS ff-WHI M IS FOR EMOMS OG.T AND NCT CM Project.Secla ed'F7CthFT" from Knit requirements yl astasory, 10 W i'YR,IO YOR XIU7R MASONS (Food Handling L, , dlsh*aanlagr ato•)• (Per atboFed letter of natlftrtlm) , _ - In*ate eWsa tbed"eiLl be At least are restmm in a Sepate building m lax Dr LlDff•!ICy property that rill be oaapletely ave1lable to the public. 1100raeb t:A,WSW or .•.::e:fJ 1r'JU_ a4naA 1Mt ewe jaM la slue, ,99",ad U. oeo■P"' .ear: •. rase Vet %. wayrt ,, attorlor door beyond the Palos ares and leadlag Into the Cooler alsIst is basically ..assign or}lies rbatmotia:i, wl th •l,. 7•aV L:.•,A:a t.emee Mil• Yry],e Uaem, .4• und to xepleaLh Cooler sad naxitat cnpplfse and not b be used by the public. r,..rsr aLo been rivlaeed as aet,Yurat ti a: :u. !LS• Pn.ysct• QL41r IKT:UI t, LMLAstf tl:..Br sAIIO►I=. CIVIL 1.ilcr'_201 Agent •r.• ! ?7 ROLES 1 MCI—__j locarra• ..r, •n war. '1n -- -- CeA,N*e MORONI NOTES and SPEC :FICATIONS ,..' MADISON DAILAl14 27 1204 <, SimL"I60"slat.: UNIFORM BUILDING CODE our • Ana C fear' 09aCRIFT10( DE stm f►i I0a P"m tb, el CwMr.L IA t M • .....�..aMraK•�iSwLn r....� :,.�. � ..ret:', :,.�., � �. � .. . ....._.�..�_. � " ._. .,. .. ., .. .. .. .. ...,x.. yf:.rw-r-. �•,,,.. � n t I, �Ir=, apt e-S�pTON c.o�-17jzci_L.�=..� IT � I ' �q I •- —�� .{ I Ix t Ix 501 a/-r R/W I ! a e I I t- ' � ° I � J ry' �./ 1 �' R �)c �:. �•� f j 11 1 v� 4 l I i it •f���� I •, +•-+11 '� i � I �c41>� ° ❑ c�� ! r I� 1 I1. t I r ,. : � I . ; Ij w ' I I IN uj : ; Id t . If 1r �4:,e hi '�//�� I 0 � yr I' ,f , I-:�;�•; Y I` j h - c r � � I I - .: ( 0 I t I a r U 0 co I ❑ 0 I 000 - I I • I (� I: AL ^ - h W � _ � � h•5 (,. �� �j is I � j "ty „`., 1•... - _ - __� _.-.._: _ L .- —_L_z= 16830 LAKESHORE DRIVE —— -- jLil _- t� LAKESNORE OR. 6 RIV:R31DE DR LAKE ELSINORE, CALIF. -- - e -- 4- � -— - --------E - ---- ----- ---._ .._._._.__ .- - SELF SERVE STATION y 3 IRRIGATION PLAN 7AT i ABBdCIATEB tNC. ' •y , wwnl..r,rl...a,rr c.•..w.n., (1MYfpfl C��_ - --._�...... � Ta� 17191878-0.79® ,�l VV '1, r.r.ggl 111WM+1 41iC.,.lt' ■ /-�N AM=MEAU r4K �r•. •Y" L IW.OAP.ARCNR.6,LN9. in ILAIWIIW I Jw.+wr,, t•.-t.... .r w •'• ' . I O M WIC'•7r..n,.,.ey. rN.r;r v....•'�y .r i I i I �..�� . 1�•w. ,..�. .�..,. .• an SS 5543 L /+\ 2872 WALNUT AVl. OLXVV o,TUwyN%cA.yQ� RIVERSIDE DR. !� V N 1Y•NI •Vb I/ ... y _�. 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