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HomeMy WebLinkAboutW_5247_SCI P'lJBLTC APPROVED: i\PPROVFD: Civil c Surveying c Planning 10 '11.'echn.ology D:rive, Suite 100 1rv~nr,, CA 92'/Hi (714) '153 9393 lh\X ('714) 75:J-£322 "[ ill r.[' ' ll ~:J ,- ~\ j,C~ \sJ DATE: DAT[: DATE: • , ,e. : -'":::: ---__ .-~, cc,[' ~.·.·.-. . ---/~ , -p ' ' )l I J ' 1~1» I \\ <,,1 \ r~-~{~\ ce:.'..d:.,,_~./-· ~-=-'-:_= '_s_, d= ...c:::;,:.)::..., -v~---,...,.,,1 • ·,. t----1·1 ··•• ~' \ '1~-,t j ',,, \1\ ? ·,:·\,.__/ \ \ C--3004-R W-5247-S SHEET 1 OF 8 ---- ~ ~ ' ITT ' N I ~ a ~ ;;i s ~ 0 _,_ '/ ~ ~ ~ ~ l _',- ~ / ,r:-, en 0 _-:e- 0 --~ u ~ / u ~ l 0 r 0 " n ~ D n lJ 0 ~ '" 0 " " " 0 7' 0 ~ . ?: L D r D ~ u D 0 .U " 0 u "' 0 TI ~ ro t ' z u C 2 < ro "' . " 0 ,, ~ ;_,, ~ " r, n p C T G I ✓ ,; .... ' - ~-------------- j ~ ~ t-- ----l--'G"'1\r.::;,Fl.:,E;:,LD:+A"'IF"'c--""+--' o 11+---pea" Q, ~ ~}'. ~ 8 vomnm·,w '"1'. a:i 65 CO ~-·-·I----+--~ ~ ""': a...J :--r· (_) /Ji ~ t,D/\MS AVE <l-:: -----t-==+-;.c..--1--W -+---N I co 7 1NDIA[1i/\POLJS AVE Q -~~==--¥'"-"-"'~--1-C) ---~ /1.Tu\f<!TA AV[ GJ\Nl~lNG INDICATES AREA SHOWN ON LOCATIDr~ MAP 10 l (C; I~~ I 'f' V 101 t'\ P NO"f TO SCALE 0-- 0 LJ POWER POL[ IIIAMHOLE fll1E HYDRANT METER 80)( --0------VALVE POWER POLE ANCHOR /2, ~101,IJlvlEMT ow .LLL. _L_li_ ..LL-' □LDCl(WALL lllfI SHRUBBERY w ASPHALT P/\\IFMENT BRICKWALK CONCRETE □ PARKING METrn ACP AVE BC BOT CATV CB CIP (!;_ DEPT DIP CITY OF COSTA~ MES/I~ fi.SBESTOS CEMENT PIPE AVEl,UE BEGIN CURVE ROTTOM CABLE TELEVISION cATCH BASlfi M,J PCC PROP RCB RCP RT sco SCE E or ELEC EC CAST IRON PIPE CENffRUNE DEPARTIJl[NI llUCTILE IROI~ PIPE ELECTRiC Eflll CURVE SD SDlviH SlviH [Cl1 Elli El( FE FL G GM m INT INV LT MH END r:URA RETURN ELECTRICAL METER EXISTll~G ~LANGE END FLOWLINE GAS GP,S Ml'lIR GRADE □REAi( lfiTEl,SECTIOf~ I1,VERT ELEVA 11011 LffT OF CENTERLINE MANHOLE S!:tEEI JJISCRIPTION 1 llTL[ SHEET S"f ST/\ STD ST LT ST ST/\ STL T or TEL VCP VLV w WM 7 NOTES, VICIIIITY & LOCA llON MAP, SHEET INDf'X, LEGlNIJ AND ABOREVIA'llOl~S <( r~-,.! (/) <{ I~ 7 (~]:·_ \, '· ST[LI A <( i- ~?= c-C(, Vl LA GOL01JIA MECHANICAL JOINT f--c.n 0 -/ <l:'. _J s w z POINT OF COMPOUND CURVATURE PROPOSED REINFORCED CONCRFff 80)( RIJNFORCED COIICRETE PIPE RIGHT OF CENTERLINE SF:WER SEWER CLEANOUT SOUTHERN C/\LIFORl~IA EDISON STORM DRAIN STORM DRAIN MANHOLE SEWER MANHOLE STREET WATER LIIIE STATION STANDARD DRAWING STREET LIGHT STREET STATION SlEf:L TIELEPHONE VITRIFIED CLAY PIPE VP,IJ/E WATER WATER METER 1- (/) _J 0 ll!SPEC110N l)OLPl-111\! AVl::f'HJ[ \!0[:=;[Ll, ,Ill I; I=; c._1,,. CITY Or 1=-olJI\J-I i\lN hlOT TO SCALE I-- (/) t::~ O:'.: <!: _I en =i CD 1- (/J Cl:::'. =::i C '<'. 0 C) O:'.: CD 1. THE ltlSPECTION BY THE SOILS Et!GINEER SHALL BE MADE DURING /\Ill FllllMG Alill COllPAClltlG OPERATI0/1S SO TnAT HE CAN VERIFY mAT lHL HU WAS (!All[ IN ,\CCORDAIICE r:1TH IBE ACCEPTED SPF:CIFlC,8,TIONS, SOILS ENGINEER SHALL CERTirY ALL PAD ELEVl,TIONS TO THE CITY OF FOUNTAIM VALLE'/. SF.ASONJ\L U~11TATIONS 2. NO Flll MATERIAI.S SHALL BE PLAt'ED, SPRrnD, OR RnlJ lU OURl[W UNF/\1/0R/181.[ \'il:AlllER CONDITIONS, '!Ilrn (/o:ll( IS INlHlRUPTED BY HEAVY RAlliS, Fill OPERATIONS SIIALl ~!OT 8[ RESUl!ED IINTIL THE FlELD 'IESlS UY II IE SOILS ENGIIJEER INDICATE 1HAT THE MOISTURE COIHL~T Alm DENSITY Of THE Flll Afl[ AS PRE\/IDUSLY srrnnrn. PRIVATI' ENGINEER'S NOllCE m CONTRACTOR 3. THE El{ISTENCI". AND LUCJ\110N, OF ANY UNDERGRUJND UTILITIES on smuc;·1uRES SHO\'~'l'l '"'I TI·IESE PL/\i~S ARE OBTAIMf:'.IJ SY A SEARCH OF AVAILABLE RECORDS, ANO TO THE BEST OF OUfl ICIWIHDGE, TiiERE Alll NO EXISTING UTILITIES EXCEPT THOSE SIIO'liN ON 11-IESE PL11NS. THE CONTHACTOR IS REQUlllfll TO TAI([ All PRECAIJTIIJNARY MEASURES TO PROTECT 'IHE UTILITIES SHO't,'N, ANO ANY 011--IER LINES OR STRUCTURES NOT SHm','rl ON THESE PLANS, ANIJ IS RESPrn~SIBLE FOR mE PROTECllON OF AND ANY DAMAGE TO TI·IE9' UNES OR smucrnRES, CONSmUCTION CONTRACTOR AGREfS THAT IN Ar£ORDP,t,CE •mTH GEtlERALLY ACCEPTI'D CO~STRUCTIOll PRACTICES, CONSTRUCTION CONIRACTCR ,,Ill BE REQUlf<Ell TO ASSU~E SOL[ ANO C:(J)Jf'LETE r,ESPCISIBIIJTY mi J08 SITE CONDITIONS DURING THE COURSE or COfjSTRllCTION rn-TiiE PfiOJ~CT, IIJCLUOING SAFETY Of 1\LL PmSONS Al!D PROl'ERTY; TIIAT THIS Rrnuum~ENT SHALL BE :1AADE TO APPLY CCMTINUOllSI.Y ~m i~OT BE UMllI!J TO r~mr.1At ~.iDRi\l[',lG HOURS, AMO COl!STRUCllON CONTHACTDR FIJRTHER AGREES lO DEFEND, INDEMNIFY, AND HOLD HAR\ILESS TIJE CITY, IIS EMPLOYEES, mo AGENTS FROM ANY AND ALL LIABILITY, RfAL C»l ALLEGED, 111 Cor11,ECll0tl 111TH THE PERFORl,IAt!CE Of WORK ON THIS PROJECT. -n-lE crn,Tr<ACTOR SHAll. UE RESPONSIBLE TO RlPORT DISCREPANCIES 111 PLAtiS AND/OR Fl[LD COMDIIIOl'lS ll.1MEOIATELY TO THE DESIGN ENGINEER FOR RESOLU-nQN PRIOR lO corismucnoN, Al<D SHALL BE RESPONSIBLE FOR DISCREPAMCIES NOT so REPORlcU AND RESOLVED, 1. APPLICABLE PRO\liSlllNS :0, ~ STRFFT LIGHT /\rlD fJULL BOX 3 ROUGH GRADING PLAII -DOLPHIN P,VENUE WELL SITE EllllSIOM CONTROL PLAN -ODLPIIIN AVENUE WELL SITE f,Ll APPLICAllLE PRO\liSIOiiS Of TII[ lillllJliNG CODE AND THE STAND1\RD Sl'ECIFlCATION FOl1 PU6LJC (/ORKS CONSTRUCTION, TIIE ~OST RECENT EDITIOJ'l, AS ADOPTED 0Y 1HE CllY ()f F(JUlffAll1 VALLEY, SIIALL GE COMPLIED V,1TH DURING ALL GRADING AMO Pf\\tiNG OPERAllrnJS. ,.,. P /\LM lR~E E)(IS'llNG CONSTRUCIION · -----NEW CONSTRUCTION --C --CENTERLINE --s--SEI\ER LINE WATER LINE -G ~-GAS LINE c ~--POWER LINE T --TELEPHONE Llf,E -CAT\/--C/1Bl.EVISIDN LlliE --sn---SPRINl<LER SYSTEM --SJ--STORM DRAIN -c, LT --STREET LIGHT -(IRR) --IRRIGAllON l----:----''":,>~!.,.\,,_ ,.., .-:,~;,;;,-x-~f?i\•)~,/-i-t::,::;;>;-{'~[:'.,':4'.';_~i=~~}--'~ _:-)_',,,,.,.:,~-•• -;c:,_. : 11 LJ,ud®CT'QJr{»!illri© ~@1r'l1!11;© filll@irt I j~.,0~J:lfflr:;&~ Call: TOLL FREE 'I (// ~~-/Y'<~-. ~\ <l <cQ (()') fJ f:iJ 1~11k~ '"11,c,_. U = Gd, 18 \,Jj !i 1'1'•ii(_'r'i_n/<;c""'_c,;/ /41, uC) ~, & JC~ Co1 .i z~t~:J~y " rt ;z, = :, "11 ~s ~ I11wo v;;J;l{l11IGD1\YS BEFOnE YOU DIC I J-:,.;.::.Jt~.r~,,>E,·~:/?f~V" ,,.~tf:40i::'itf_,'Wff.;::~~?0;y:~:~<~W'~~A'i.½~~~f.;;:t:~.'i'--'"; WATER l\ilAIM RELOCAllON PLAN AND PROFILE -DOLPHIN AVElilJE WELL SITE ST;\ 10+00.00 TO 12+76.54 6 7 8 GR/\DING AND ACCESS ROAD PLAN -TAMURA SCIIOOL WELL SITE STA 10+00 TO 1/+53.56 STORM DRAIN PLAN AND PROFII.F -Ti\MUR/\ SCHODL WELL SIIT STA 1 o+oo TO STA 12+65 STORM DRAIN PLAf, AND PROFILE -TAMURA SCHOOL 1//EIL SIIE STA 12+65 TO 14+62,95 f~lJ.MBERS SDUTHERfl CAUFORNIA GAS COMPANY SOUTHERN C/\LIFORNIA EDISON COMPANY P/\CIFIC TELEPHON[ COelPANY GEflERAL TELEPHONE COMPANY CITY UF NEWPORT BEACH (UTILITIES DEPT) COUNT'/ SANITATION DISlHIC rs OF ORANG[ COUNTY COMCAST CABLEVISION UNDERGl<OUND SERVICE ALERT FOR ADDITIOl~AL NUMBERS SEE NOTE 8 ABOVl DAY il31r--3DiB 835c-•5200 259-4458 ,'\75-6701 644-3011 962-?411 542-6222 I-B00-422-4133 !Divf f:VENING 634-5129 1-800-32!i-0477 611 644-3717 9(l2-2411 542-3975 Ji.-2 'll\n;hD.ola{!'.y D1·f.'l~1 3@dlc ftO(n llrwin0u Cit Qit?'TIG 2. SOILS 1\1!\JtSllGATION lHE COi\llRACTOR IS 1-1[:.HHW MOTlFlED lliAT A ~OIi.ti iMVc:STIGATION t/AS PER~-un~:IEO El't' C(f,J\i!::RSZ cmJSUL.TI\NTS. ALL RECOMMEi~DArlO~lS OF THE SOILS E\llGIM[IJ{ S!-lAlL BE cm1PUED 1::n11, 1\!llf) THE crn-JlRACTQ;-~ IS ~F.QUIREO TO REi;lEW -n1E 50JLS lfj11[SIIGAIION REPORT TO FAf,'IIJAi11ZE Hlic,SElf vmi TiiE .JOH SITE cmomo~s. .3. El{!STl~JG ASPHALT COl~CRETE 111[ EXlSTIMG tl.SPHAlliC cmcm::rE P/\Vif~G SHt\LL m:: DEMOLISHED /~ND DISPOSrn 0/ II~ r.,1~ t1f=lfJ!10V[D Ml\{~fkf~. IF APPROVED IM ADVANCE HY lHt SOILS rnGIMErn, lH,~ SITE ENGINEER, Al~I) lHE fOUl'fii\1M Vl\tLEY PUBLIC t~:cm1;s INSPt::CTOR, ll-lE ASPHAU1C CONCRETE kU\Y 0[ lJS[IJ m PRODUCE Ml5C~LLM~EotJS Elf;S:'. ;~1,",lc:Rlj~L TO 0[ u:-;i-JJ HflOtJ THE \·~EVJ PA\1MG SF.C'flON, IM TI-:E PARl<li~G Al:il::AS C\'~l Y. ''· EARTIIVJO,~I( QlrnMllTIES Ef.,RlHWOm{ GUA\llllflE~ -ESTit.MTEO rn:1 PERWll PURPOSES 0:-,JLY. THE C~NJ!~JG CGHRACTC~ s:tNL ff,'.SPECT 1H[ GR/\DII\JG PLAN AND CN .CU LATE QUANTITIES FOR B!D PURPOSES. 5. INSPECTION SCHEDULE THE r-OLL01.'ill~G lt\SPECTIOM SCHEnlJIJ: (AS SiJGGESlED BY 'HJ: U1\:IFORM BUltolNG corn:::), SIJl~JECT TO t-.XiW:lCATIQ;.J nY 'IHE r.llY UF FOUMTAU~ \!t\LJJ::Y, I~ PRESEfHED HEREIN AS A CUIUEUNE FO~ TiiE CQ~1mN:·ro~~ TO fO~LO\'J: nl[ Pl!~MITIEE OR MIS AGENY SHALL NOTIFY iilf'. PUBLIC i','ORf(S tl~Si=lECrn::;; ;), Uli'~lt'.UU Of '.::4 HOLlfJS llf"i cm: THE CRA!Jl~lG OPER/\TION IS P,.F.:Al)Y FO~ E/,CH Of l"HE 1-rnHm1r~G OPERJ\llO:-JS: 1, i~JITl1,L INSPECTIGrJ: 1~t'!E~ THE PERWTTEC IS REP.DY TO BEGIN \~ORI,, Ulff l-JffOR[ H,IY G:rnUIMG Qi1 rnmSHiNG IS STl'.l~TED. 2, TO[ l~l~PEG"llON: 1\FTER Tll( M/1,illflf\l. GROUND IS EXPOSrn ANO Pl~EPAl<U1 TO R[C[l\J,:-Hl.l, QUT BEFQR[ AMY nu .. IS PU\CED. ;i EXCAVf,TION lrJSPECTION: I.HER mE El(CAV.tTIGi\l [l,1Pli\CEMENT IS STi\P-Trn, 801 8ffU,E 111[ 1/ERTICA!. OEPIH OF Tf!E E)iCAVr,nm UCCITIJS TEN FEET. 4. FlU_ lf~SPECllON; /lfTER TIIE rn.J HM'lJ\CB.1E0lT IS srnrrnu BUT BEFO~ TilE ViJHlC/l.l. HEIGHT 07 71-lE urrs F.)(Cffl) Kl'sl FEET. lBi,&SJS {ill" BEARlll'{fiS: DOI PHIN {IVfh',IJE WEll SITI·~ BASED OiJ AN INVERSE BEWIC:m O.C.LM.A. GJ-1.S. POllffS <;.197 , AND 5087 LOCATED AT OUSHARD 1\NO SU\TER ANO i BR(l(l{HURST Ah',IJ SlAIER, RESPECTIVt:I.Y. BC'1RING ~ 11 891JG.43"E ""t/ ('n<1:) ·m~=V~flj Jru.: (n4) '?'JZ-r~22 T.'!,~~URi~ SCHOOLJ}~l. _SUl ..:Z-7...-9~ DATE Bf1SED Oi~ AN 1tlVFRSE BEWJEEI'~ O.C.C.t.1.t\. GY.S. POl1rfS 50[i6 AMD GOS7 LOCAT£0 r,:r UAGMOLIA A\\'l) SLM£:; [\i\;Q I DROOXHURST AND SLATER, RF.SPEC"l1V~LV. 8Ei\RiWG :-. IV tl!l"UJ'·! 4''[ 1 i[·.:.,-J_; '.,','1 !lJ·I f,,LL l>;:;:;, J'.C~UL1!i'•l1_:i Ii ::-i l"/\[L\T10, I or JILL Di!:\.ii!1i;£ ~c;'ff;(JC 1Ul~1,,;-; //ID l)li :t:I P,iU11~1;n1JI:;; 1}[\!iCC:,'.. :t'\)1 'J:_JJ (;(!i',;H'I ::·1(1! i'['-lu '[~-:t 1\S-(J;/\Orn PLN! J\i"Ul lifQU\r;ED !11:P(J'.fl'.) 11::,,\;[ lL(i\' ;)Jm;:n 11:11 /'0 I lii['i;:ft:-irt'.1-:: :-:::11J1.',';·; ;-1\:~\mH Sll1\U_, 1:)£ \lff(iFJED BY TI-IE (lW)liKl C(•~.\'11";!'.C1n;,:. Til[ [i!JiLrJi:·.1(; !./\YUUT S:MLl rn: l~·J tfC-(D\'',iY"l: rx1n i\.-'?f"1DV[D :_1111~ i:W r.nc: aTI.-T]_fi(f;I_ Pl 11:·,IS. J;. '\)U'IHERH CJ\UHX1Nll1 [L11so:·-.1 COt,.'.PAt~Y 73:i"J 1-:ul':;1\ i',VG·JUE 1.,,r:s·r,·,Jll\lf-'ldt C/1 f1263.1 (~tli,) LlWl--0221 /J'Tl't t-:1:IE \WLS!·i L. jJlJfilrn,·l CAI IFOl1MI, G.~S COIJPi\llY U~f',HGI::: COUNTY DIVlS!OfJ r·osT ornr:E m.m J33~ f·.H/J!F:11~1. CA 9'W03--3j34 (7i-'1) Gf)--31.0/. /'.HM: 11.-:CH!\IIC/\L SiJPi::R\%0R, FR,4.MCHiSE DEPT. {.;, GEi'·iERAl TBIPHO~lE C0~1P1~NY OF C1\LIFrnm11-\ UIIUTY I\IO"nc1:·s 77.G?. SL1\ll:J\ /~VEl'!UE ; IUfnlflGTOl•J urnCH, CA 926,[7-0240 (7h) 375--8701 Mm: ,Ji1M I.NEVER, SENIOR ENGINE£R D. <:IW Of FOUNTAI;! VALLEY WATER DEPT. 102(){) SlAffll 1\VENUE FOUNTAII~ \/ALLEY, CA 92708 {71!:) Wi5--%00, EJCT. 377 E. Phf~:;riorJ Cf'.l.lLE SY:ST::1.1 "Vi,n (Jlt,rr•:11\N AVCMUE GN!DEM GRO\JE, C1\ f.126~ 1 (71'!.) 885-ollllo, Dll 2'16 ~\ITi'J: Mll<I: ElOGl"1JER F, ORl,HG[ COUNW sA;11TATION lllSm11;r 108lf4 ELLIS Ji.V[NIJ[ FOUNTAIN VALLEY, Ct\ 927011 (11'!) E,"0-2910 ATTN: BLA:<E /1.MDE~SOi~ G. OKANGE rouNTY v.r~rrn DISTRICT I ~500 ELLIS AVENUE P. 0. BO)( a300 FOUNTAIN V1~Ll£Y, CA !l:UDB (m) 37D-·3211 /fffN: SlCVE CONf~LJr,; 1. ALL t"'50Rt( SHALL BE DONE Ir! ACCORD/\NCE 1:illl-i l11E GRADING CODE Of TI-IE CllY Of fOUNTAII~ VALLEY, THE UNIFORM llilllJllJG CODE. "TIJE STANDARD SPECIFlCA TI01JS Fm PUBLIC 1:JORl(S co~.s 111\JGTIOl·f, TIIE MOST RECftJT EDITIOJ'l, /IND S!JECIAL REQlJlnCMEN"lS OF THE PERMIT. 2. NO G"\-IADIIJG SHALL BE STARTED illll-lOUT FlRST NDTIF11NG THE PU0LIC 1/0Rl(S li'ISPECTOR AND Q\J IAll/lrlG rnE REQUIRED Pr]'~~·llTS. 3, TI i[ GR.IOIMG comRACTOR SHALL NOTIFY THE PUGLIC \lORl(S INSPECTOR F0:1 INSPECTION /IND OBTIIIN APPROV/11. or 11-IE crnWLE1£D GRADING. 4. CLEAR AND REMOVE All DELETERIOUS VEGETATION PRIOR TO COiJMEMCING GilADlt,lG. 5. AIL flDIJCH GR/,DE Pl,DS SH/ILL BE CONSll1UCTED 5' MINJMUM OUTSIDE OF BUILOliJGS. 6, CUT SLOPES SHALL BE NO STEEPER 11-IAN 't HORIZONTAL iO 1' VERTICAL 7, Flll SLOPES SHALL BE NO STEEPER THAN 2' HDRIZOl'flAI TO 1' VERTICAL AND SHALI_ HAVE NOT LESS THAN 90% COMPACTION TO THE FlNISHED SURFACE. 8, FlllS SHALL BE C(~.!PACTED THROUGHOUT TO A 90% DENSITY, Af', DETERMINED BY A.S.T.M, STAllO,IRD D1o57 Al<!D c,:111flED Br A SOILS EIJCli!EER, 9, DUST SHALL BE CONIT!OUED BY 1/ATJ.l<ING, 10. SANITARY FACILITIES SHALl BE MAINTAINED ON THE SITE. 11, SUBCRADE SHALL BE PREPARED PRIOR TO TH[ CASTING OF CONCRETE SLABS TO 11-IE SATISFACTION or THE SOILS ENGINEER AND THE PUBLIC \\IJRKS INSPECTOR. 12. ELEVATIONS SHOWN IN PARENTHESIS AND DASHED CONTOUR LINES Al!E lKISnNG. 13. THE NAlURAL GROUND SURFACE SHALL BE CLEARED OF ALL VEGETABLE GROWTH, SUCH AS TREES, LOGS, ROOTS. BRUSH, GRASS, WEEDS, AND OTIIER OBJECTIONABLE MATERIAL 14. All MATElllALS REMOVED SHALl BE TAKEN FROM THE BUILDING SITE AND DISPOSED DF IN A LA\lfUL MANNER BY lliE CONTllACTOR. 15. AREAS OVER WHICH FlLLS ARE TD BE PLACED SH/11.L FIRST BE SCARIREO TO PRO~DE A BOND !£TWEEN THE EXISTING GROUND AND THE ~A\ERIAL TO BE DEPOSITED THEREON. 16, FILL MATERIALS SHALl BE PLACED IN HORIZONTAL LAYERS SUCH 11-IAl THE COMPACTED THICKNESS Of EACH LAYER DOES NOT EXCEED B INCHES. 17. AT 111E TIME OF COMPACllON, THE MOISTURE CONTENT OF THE Flll MATERIAL SHALI_ BE SUCH THAT THE SPEC1FlED RELAll'IE COMPACTION WILL BE OBTAINED AND Fill Wl(L BE FIRM, HARD, AND UN~ELDING, SUBGRADE SHALl BE COMPACTED TO 90% RELATIV£ COMPACTION, 18. IF WET CLAY IS ENCOUNTERED, (T SHALL BE REMOW TO A SUFFlCIENT DEP111 ,IND AREA THAT 1'.11EN SUITABLE Ml,TERIAL IS IMPORTED AND SUBSTil\JTED FOR TIIAT MATERIAL 'IJHJCH WAS REMOV£D, 90% RELATIVE cm,PACTION OF TIIE SUBGR1\8E CAN BE OBTAINED, 19. SUBGRADE SHALl BE PREPARED SUCH THAT lT DOES NOT VARY BY MORE 11-IAN 0.10 FOOT FROM 11-IE SPECIFlED GRADE DR CRDSS-SEClHJN. 20. AGGHEGA1E BASE SHALL BE DEPOSJTED UPON lliE CONSTRUCTION SITE IN S\JCH QUANTITY TIIAT II, COMPACTED 11-llc:\NESS 1,1Ll BE !!THIN 0,02 FOOT OF THE PLAN GRADE OR CROSS-SECTION. 21, A COMPACTIVE EFFORT SHALl BE APPLIED UNTIL 95% RELATIVE COMPACTION OF THE AGGREGATE BASE JS ACHIEVED, 22. ASl':JALTIC CONCRETE PAVWENT (EllllER 2-INCH OR ~ IIJCH fcllCI( COMP1\CTED TIIIC:(l,ESS) SHALL BE PLACED ON 11-IE PREPARED AGGREGATE BASE BY MEANS OF A SELF-PROPEllED MECH/,NICAL SPllEAUll•JG Al/0 m!ISH!clr. MACHME IN O,!E LIFT. 23. Ill TiiE Til,JE or DELIVERY TO 111E SITE OF 11-IE WORK. TIIE TEIIPERi\l1JRE OF THE MIXTURE SHAI l NOT BE LO\\ER 11-IANI( 260 DEGREES FAHRENHEIT NOT HIGHER TiiAN 320 DEGREES FPJJRENHEIT, THE LO,,tR LIMIT TO SE APPROACHED JN I/ARM \lE,\THER AND mE HIGtlER IN COLD WEATHER, ALL ASPHALT TO BE EITIIER AR 4D00 OR /1R 0000. 21. /\REAS OF ASPHf,l T CONCRETE INACCESSIBLE TO COlePACmli'I BY PO,!Ef! ROLLFR Oil ABUrTING CONCRETE PAVIJ,JEMT, SHALL RE COl,ll'ACT£D GY USf: OF VIBRIITIIJG COMPACTORS OR OTHER !IECHANJCAL i.U.115, 25. AREAS or p.~;:1HP,LT ACCESSIBLE m cm.~PACTION EOUIPMEN"f ~Hl\ll. BE ROLLED ~,nH A ROLLER 1:JCIGI ll~JG AT LEAST Trn TONS. 2G, IF :'i,m•J/\'IIC ROll[RS /\RF USED FOR EITIIER BREAl(DOI/N OR SEC<l'IOARY ROWeiG, TI1E ROU£R SHALl WEIGH 12 TD 15 lUWS, 1;.1·11--1 11RES lHFtJ\lIO TO tlO PSI. 21. r~m:srn Of R()LLCllS ON PROJECT Si IAl.l 131:: SUt+ICIEMT TO ACCOMHODP.lE SATISFt\t'TORY COMPAC"llON. 2ll l\\ll11h!.. ROU.U~G SH/.ILL COMMENCl: LO~GllllDINALLY AT H-1~ 1.0':JER ELEVAllOM:S, SUCH AS FLOW LINES, Ar~D PROCEED, PAl<AUJ-JFIJ TO SUCH UllES, TOWARD HIGHER ELEVATIONS, ROLLERS SHAIJ_ NOT moss fLOc,1J~[S AT ANY ,\rlGLE QTIJER ,,rnrJ !JO DEGREES TilEREJO, INITIAL ROWNG SHALL BE STARTED ,s soo;i AS POSSIBLE AfTLTI lHE ,IATERl.sL HAS BEEN cPRrnD, llTIIDUT CAUSING EXCESS!\[ CHECKING AND SHALL CONSIST OF AT LEAST mo Flllt COVERP,GES •1,rn1 l~[ DRIVE ':~1EEL :HJ. Fli"•JISH 1~()1 UNG SHAU. SE Sl'Affl£D Affi~ 11-IE PAVEMENT HAS COOLED SUHICl!:i\JllY ro PERMIT REr-:HJ\/AL or THE ROLlffi b:f\H:ts 1'.1/m SI-IALJ_ 8[ cmrnfJUED IN \it1-IAT[WR lliRECTION IS RrnlJIRED TO PRODUCE A onJs~~. n-JOROUGHLY C0!,1PACTED r,WH,1Et-JT, mrr or ROllER ~1Am{S Ar1D SHOIJJ1NG r-JO S!GNlr:IC~\NT ~{ltl\1£[~£MT urmrn "]HI:: t'JH£ELS OF TIIE R:OU..ER. :o. E:ffO~E i\Je!'Y MPHALT IS U1ID, A "'TAO< COA:' Of ASPMALT, SS1H l,"R AR1000, SHl!.ll BE APPLIED TO ·1HE VERTICAL SURl"/-1CE Ot f,LL CURDS, GUHERS, ArJD STRUCTURES BElOW 1}1E SURFACE OF lHE PAVt:MENT. - :-il. THC µ,,".,s,c;::;-_:E;.Jf :11~~f':··-c:r, :.:.:1:i:J.1 1)1:.~1 1UTJJ, ·~11111u r1~~ ;t.-:oJTii, rn-:r-.i:;c:, ':.,'ZLL· -si:xmrn, r1r1D or urnrnm.~ -ri:::nur{E MJ□ /-',PP[Pf.::'~t-.!(>. f\Ll ,')f~U,~; :;:!tJI, f)f;(•.!il fLiJ~'./ 1.11,:::s fY/iLL t:t-: j-~n~[ (i:'" UIT'iI:::;r!o:J;-; •;::-HU~ R:.m,11r ';:}1-\'it:R TO STANO. JL lit cr,;nnl,GTO:~ ~;nNJ .. ::(J;j\;>J UP HIG j()r] 'J'iE pmo:-~ TO J-0\t)~fVTh[\:t;L ur 11-K". •;;1Jmc /\IL Dfff, SOIL, WD Dl1l111S OF ANY ~i:•\m:1[ t}111U. ;;1f \'~i:'.:JD\J:·1) fWJL' Y:-:1:: [)),llt1::'. SH[ ::11:u P:(r~,t'.'.~:r i\ CLEAf~ .• M·Af N~~[{\f<;t-,.~~CI':. ·n·:ERE SHAil. UE NO SHX-!i'1GC: Cf iJ.:-\HJl!f.lS r:1 ~.(-]U1P:·.1'.:}rf 1\LUJ.'.W um1n ·n:E DEDICATED smr.ET l~IGlff-·OF-·t'JAY. .\:i. ·1;-:i::: IJ£',:.(i(;Ji'J E~!('l['.]I i-.l~ SWH ~-,!J~J:'JT ·10 Tl-If: (;In' E}it;:nlm A FinAL GRADIMC t:drn,-IGhT£ IN /\CCOftflNKE tSITH CID' f~DJ.JiflE)JDlT~. "((~I:'. fli\!/\I_, {ftAfi:'''.(; i)J-rfl:1C:'l°f1:: mr)u s.i:: '_:;lJB~:JITTED TO '!"HE CITY J\T Ti1E CIJ\·lPLETIO~ Ci~ TI-IE GRADl~G u~:::mcdiL/l h,'!D Vi1'1.C-n m 1:~~:1Jf!i'·!Cf Of r1 cr::rrnrn:rrn: er, GOCUPe\i'~t:Y. '!., tHlf,'.[ IJ[l,'.!C; ~, {KHi IP! s::WJ1C£:, NJ. ~~IAKR ~MIMS SH,".LL ~ Dl'SINl'lCITO IM ACcormAMU:: Vj'ITI1 A.1fUV\. SPEC!FlCATIDNS rn,, c •}01 --6t.,, um!1i u-;1JJ:;t.JE'. GAS. ::J. /\Sf}ESYOS crnrnT PIPEIJM:s SHALL BE Fll[SSllRE TESTED TO (;QNFORM TO AJJ.VJ,A. STJ\!1lJARD NO. C 60)-7El, CR ITS LAlEST 1/EVl,IOM. TIJE MAlil 9l,'.LL GF. TESTED AT CL'.SS DESIGNATlml OF PIPE (150 Oil ~llll) PLUS 50 PSI (CLASS 150 = 20D PSI. CIJ,SS 200 ~ 250 rs1) FOR /\ PrnlOD OF <· :-:ums. THE WATER i~[G1:S5!\RY TO t•::A1rnA111l Pi~ESSURE SHAI.L BE )JEASURED AND SHALL NOT D:cn.n iri Gt-.LLONS PER 1MCH G7 DIAMETER PER 24 l~OURS PER l1.11u-: OF \JIPE·-LE/-\l(AGE Al.l.DWAMCE. ,1,_ m.L ASAl':STOS CEt.~E~lf PlPE SH;.\\l 0E CLASS 150 !JMLESS 01HER\l/lS£ SPEClrlED m THE PLANS. :;" NO F/1CILJ!Y Slli\U flE ii\ClmLLEO OIJTIL INSPECTED BY Til[ Cl IY. 6. SHUT uoi1,1 OF Elll;,TIMG \;A1£Rllf.lES TO FACIJJTATE CONNECTIOII OF NH/ FAaLJTI[S SHALL BE COORDINATED 'fflTH 11-IE CIIT OF CciJNTAIN VALLEY, 7, ALL 1,1:/i\lIR ~.1MlS SHALL BE IMSTAI.U:D ~~'ilH 5-6° r.11~JIMU!~ COVER. G, COMIR/,CTOR SIIALL ADJUST GATE VAL \If COVERS TO GRADE AFTER COMPLETION OF PAVJNG, 9, ALL ,,i\'rrn LENG111S ARE CAI.CULATED Oil TIIE IIO~IZ!l'JTAL rnSTANCE ALONG THE CENTERLINE Of TI,E 1//ATERMI\IN. 10, CONTR/,CTOR SHALL EXPOSE ALL JOIN POINJS TO 11-IE EICISTING WATER SYSTEM FDR VERIFlCATION OF LOCATIOll A,!D ElEVP.TION B[FORE COHSTRUCTION, 11. FIR! HYDRANTS TO BE INSTALLED /,ND OPERATIONAL PRIOR TO COl,Sl~UCTION OF COMBUSTIBLE MATERIALS, 12. WATER MAINS AND APPURTENANCES SHALl BE INSTALLED PRIOR TO PA~IJG. 13. WATER METERS SHALl BE PURCHASED FROM THE CITY Of FOUNTAIN VALLEY. 14. METER BOXES TO BE SET ON 6' WASHED GRAVEL 15. METER BOllES FOR ALL METERS SHALL BE AS SPECIFlED ON THE CITY OF FDUNlAl!l 'IALlEY WATER STANDARD PLANS FOR METER INSTALLATION. 16, PRIOR TO CONSTRUCTION. THE Cat!TRACTOR SHALL ASCERTAIN lli[ CORRECJIJESS OF WATER SERVICE LOCATIONS IIITHIN lllE DEVELOPMENT. ANY DEVIATION FROM LOCATIONS SHOWN ON THESE PLANS SHALL BE REPORTED TO THE rnGINEER FOR ADJUSTMENT PRIOR TO CAWNG FOR ANY CONSTllUCTIDN STAKJNG. 17, 1\Ll SERVICE CONNECTIONS TO HME BROl11E DOUBLE STRAP SADDLES AT MAIIILINE. 16, 'ALL VJATER CONNECTIONS AND l'IATER SUPPLIED EQUIPMENT SHALL GONFDR~ TO CALIFORNIA ADMINISTr<ATION CODE, TITLE 17, AND CITY OF FOUNTAIN VALLEY MUNICIPAL CODE 14.16.080 PERTAJNING TD CROSS CONNECTION. FOR INFORMATION, CONTACT CITY CROSS CONNECTION INSPECTOR." 19. GRADE STAKES TD BE SET EVERY 50 FEET FOR WATER LINE AND EVERY 25 FrET FOIi SEWER. 20. ALL UTILITY INSTALLATIONS SHALL CONFORM TO 11-IE STANDARD SPECIFlCATIONS FOR PUBLIC WORKS CONSTRUCTION, MOST RECENT EDITION, 21, All 'J1{JRI( SHALl CONFORM 70 THE CITY OF fOUIJTAIN VALLEY STANDARD PLANS AND SPECIFICAllONS FOR WATER APPURTENIINCES ON FILE IN lliE CITY EMGINEER'S omcE, CITY or FOUNTAIN VALLEY. 22, BREAKAWAY BOLTS REQUIRED ON ALL IOWA FlRE HYDRANlS. 2;5, ALL FlRE HYIJRANTS SHALL BE MINlijUM OF 3 FEET FROM ANY PERf/,Al'IEtn STRUClUR[, 24, All FIRE HYIJRANTS INSTALLED IN Sll<(U FAMILY (R-1) OE1£LOPMEN1S SHALL HAIi£ 4--1/4" VALVE OPENINGS. All OTHER DEV£LOPMEJ•JTS SHALL HAVE 5-1/4" OPENINGS, FOR INSTALLATION REQUlf.UiENTS, SEE STAIJDARD PLAN 1/1-22, 25, FlAJR TYPE FlrnNGS SHALL BE US£D FOR All COPPER CONNECll□NS. 26, All WATER '"'£RS INST,11.LED SHAil BE ROCK\\Ell 8RAl1D \:JlH THE [i([;[PTION Ile nRE DETECTQ;i CHECI( METERS, 1/~ICH SHAil BE PRECISJON MODEL Piix MUL 1-JET METERS. 27. A BY-PASS SHALL BE INSTALLED ON ANl 3" OR LARGER METER INSTALLA]ON, 28. All UNDERGROUND DOLTS SHALl BE 316, STAINLESS STEEL, COATED 11TH 3M TAR COATING C,:C-244 OR l,RI\PPEO r.mt 10 MIL TAPE, 29, ALL PLASTIC PIPE Slillll BE c-vr:o POLY\llNYL ClllORll)E (PVC), CLASS 150 UNLESS OTH[R\\1SE STAIE□ ON DRA¥1NGS, THE PIPE MUST BE IN COllPLIANCE \ml~ A.11.\l.A. STANDARD 1m C 100 75, OR ITS LATEST RE\llSJON, 30, INSTALL/\TIOM or C-900 PIPE SHAU. BE IN COl1PUAIJCE l'll'JH Ml.VIA MANUAL NO, M23c IN ADDITION, DETECTABLE MARl[ING Tl.PE, ll'PE Ill. ( AS MAtllJFAC'11JRED SY UNEGUARD, INC.) SHALL BE INSTALLED ONE (1) FOOT ABOVE IIA\ER MAINS, ALL SER\llCE LINES, DETECTOR ~'HECK ANO FIRE HYDRANT MAINS. 31. C-9DO PIPELINES SHALL BE TESTED AT 150~ (175 PSI) Of OPERATil1C PRESSURE (70 PSI) FOR A PERIOD Of TWO (2) HOURS IN CONFORMANCE l>\TH A.W.W.A. MMJUAL ND. M23. 32. WAlER DEPARTI.TENT MUST INSPECT DEVELOPMENT UPON COl1Plc'll0N, OJ, All CON~CTIONS TO A CITY WATER LINE SHALI_ BE MINIMU!J ac 3 FEET FROl.1 /\NY JOINT. L STA 710011\IG REffRS TO ClliTERL!tJE or l}IE V'JA TER MAIN. 2. □:!STING UIJDERGROUND (ITIIJTIES ARE SIIOr;N AS PER J\VAIIJ\BLE RECORDS. THE COI.JnlACfOR SHALl BE RESPONSIBI.E FOR vrnirnNG THE ACru/\L LOCATION JIN□ [L£VA'll0N 111 THE fl[LO PRIOR TO BEGIIJNltJG COIJSTRUCTION Of THE IU/ fAllUTI[S. 3. CURB DATA REfl:RS TO FACE Gr CURB. 4, All EXPOSED CONCREIE SURFACES SHAll CCNFORM IN GRIIDE, COLOI< ANO Fl;JISH TO AIJ. ADJOINING CURBS ANO WJ\U(S. S, UTILITY LINE DISTANCES SllOtJN IN PROFllE AND IN Eo71MJ\TED ~UANTillES .0.RE HCRIZONTAL OIST~.NCES. 6. TilE Wi1llS AND FACE Of AU. EliCJ\VAllONS GREATER lflAN (5) FEET 111 DEPIH SHALL BF. EFFECTIVEI.Y CUARDED BY ,,, SHORIIJG 5'/STEM; SLOPING OF THE GROUND GR OlHER E/lUIVAU:tJT fJEANS, TRENCHES OR El(CAVATil1l5 LESS Til,111 FIVl- (~) FEET IN DEPTI-l SHALl 1\LSO llE GUARDfJl 1,IHEl>l EJ,AMINAllCJN lllDIC/\TES 111AT IIA7AllDOUS GROUND llOVEIJENT 1.IY BE El:PECTED, 7, lliE COlJlRACTOR(S) SHALL OBTAIN A PCRMIT TO PERFORt! EXCA\IATI<1l OR TREFJCfl 1/0f<K AS DESCRIBED IN NO, 3 ABOVE FROM CAL -0Sl1A. 0. fl, All FLANGED PIPE ,IOINTS SHall fJE JOINED UTIUllNG TYPE 316 STAINLESS SIEEL NUJS, WASflERS AND HDC-BOLTS. GAS:(ETS SHALl BE FIJU.-FACED, Cl01H REINFCl«:ED BUNA-N RUBRFR. FU:)( 1\ND TRANSrn011 COUPLINGS IJSED m JOIN PIPE 1;i WATEN MAIM C(J!SlRUCTION SH/\IJ. HA\JE /\LL -n-JRF/cUED PARlS AND ,Klll!ING HARDWARE fABRICAIBl FROII TYPE 316 STAINLESS STEEL 10" PIPE MARMc:SS AS'SEMBllES, \/Al\lE f.l!D flTTINt RESTllAIIHS Ai'ID SHACtCLE-CL~l,1P ASSl;l,BLIES SHALL BE JOIMED UTILIZING TVPI:: ?1111 SWJNl£SS STEEL All-1MREAD ROD, MUTS, BOLTS AMO t:/ASHF.HS. CU~IJPS, SHAmLES AND OTHER HARDWARE MAY BE CARBON STE,L m DUCTILE IRON ~l-1ERE APPROPRIATE, BUT MUST BE COATED IJBERAI.LY 1,m1 CORROSIOM PROTECTIIJE IJASTIC CO,lPOUND. 11, BOLTED CO.INECTORS rABRICAlED FROM TYPE 318 STAJNLESS STEEL SHALL HAVE THREl,DED PARTS COAIED LIBERALLY \\!TH 111'1 i\PPROWO AMTI-smE cc:.,POUND, 12. 1\LI. ODLTED AND THREADED FASTJ.NERS SHALl OE MAl1UF1\CTUREO IN THE UlllTEO STATES Oc ,\MERICA Am SHALL CONFORM TO mE MINIMUM REQUIREMENTS FOR S1RENGTH, MA TERII.L COMSTllUCllON ANO DIMENSIO~ AS ESTABLISHED BY THE ASTl,l AND THE ANSI SPECIFlCATIDNS All F.\STENERS SHALl BE ACCOMPANIED BY mlTTEN CERTIFlCATION FROM THE MANUFACTURER STATING COl,PLIANCE lfflli THE APPROPRIATE SPEClFlCATICms, 13. All tJ[CHANICJ\L JOINT f'ITTINGS SHALl BE RESTRAINED \~lll RETAIIJER GLAl'JDS. •,' ~ ~ D ~ z "~--- i! !· ' I I R/W I ~ ~----J~'2~'-----=~f-:--~ I~ I Ci 23.5' 30' l_ -=i\ 1 f-=77 TEMPORARY ·--\_----l El{ISlll~G CROUl1m ~-=---=-::::\ r .:_--~--~-I __ \_ II 3,. I; (j' A--.f -\1 11 , • p-~ TEMPORARY j\ j / El(ISTING I I (/) L'-1 ~12 u ~--".'. l- ;-:,,:, ·0) ,_u SHORll'1G -----' ~\ (?GROUND I l I I .-::.,c ),,,, I!~ ./'I --j;/-------IL_._-_ I --?<. I_ }Jv~ Fl111SHED GRAOf • j L \(:~RILLING PAD 11··"'"~~ ELEV ~ 26.60'1 I I L . -· --• I L J I ,i-·-- 1-.JI I I • l__a b-J L7,·\_ \_ • -~---+~~ '~ FU TUile fOOTINC )~' ;?,, 1• I 1 I·; ~I---// ~ -(4.- !iQIE;_ SHORING SH/ILL 0[ OESIGl\lf:IJ 10 1\CCOIWDI\TE HJ IUHE [)(CAVA TICI~ roR FUTURE FOOTING AS SHO\trL 2. TOP OF II/ALL i::LLVAllOtiS SHOlmi 01\1 THE PLAN ARE DESIGi~EO 1'± AOOvE Fl(ISntJG GROUMD 1\T □hCI: Of \\IALL N.l.S. /1 i I I I W iO O W ~ _____JL___ l · ----,-,= -~-' _ _J~c,_·----, __ --·· --: ~c: -... ·' •: ·_--.c__ DC!\!_.,E Ji<J lrft~.J.' l btJh = ELI :?'t ---------------------------- Pl\01ECI 1)(1Sll10G T[Lff'HOME DUCT fll~NI( 111 PLACE. 0 0 CD 0 \ ~ "< IR.4~JCE \.'l:,TA VEW -:11;H scr-;cL SITE CLE/\R A~ID GRU3 1~1::ES, SHRUBS, ICE PLANTS, ElC. WITHIN E)[ISllfJG WELL SIII LEASE LINE. CONSTRUCT TEMPORARY SHORlfJG. SEE SECTION "A-A'. SflORli~G SHALL REMAIH IN PLACE UN Ill. lHE FUTURE WELL BIJILlJING IS CONSTRUCTED (BY OTHERS). TTJE CONTRACTOR SHALL PnOVIDE .', SHORING DESIGN FOR APPROVAL llY fHf: CITY OF FOUNTAl11 VAl.lfY Ariu lHE CITY OF NEWPORT BEIICH. INST/,U_ 6' HIGH CHAIN LIM!( FEHCE PER CITY Of NEWPORT 8E/\Cl1 S'ID-230-L-A&R RELOCATE SIL'!I.I AT 111E DIR[CTIOM OF lHt: CITY Of FOUNTAIN VALI_EY. DE~;m1PTION /\, I ' ~rAPPRDVED- ___ I JEF CITY ENGINEER g~;;E ~~~~L-~-EY_.p ___ _ RECOMMrnCEO BY B. :<ELLI SON ------- A.PPR,Jvrn JESIGNED SMV/ RFVISIOHS ::HECI\ED & G ROUGH Gl~ADING PLAN i)ATF I ' ' n '" cc ~ □ D z p " r ~ 0 cu 2 v~--- c•~-- ,, i ' I ' ' ' 11 --=----" r=-,_--..=·== _.=-.=--="' __ ---- 2:0 rn I _ I i~-,~I,)=~ -=-== I r\ -/Ar\U-_ '•/IS I/•, \,'IF"W Hl:.H SC-OOL SIT[ IG½)J[/,J(ifiil':1!1 © 'j"j('S)~J ~i ©Yi= -Bl: 0 INSTALL SAIJU~AC,'S PIJ1 DUAIL "A" HEREON I I \ I I I I =--=---==--= .c----=-'" =- I / / I / I I I I I I I I I I ,· / I / / I ' ~----~---""'-¼--,. -.:._ = -- --------- / 2 BAGS HIGH Mlti / STIIGGrnrn ' c-~~~ I : 11 11-111-.-1 II . . 11. 111 1 11 -_--- SANDBAGS (TYP) TTPICAL flFVATIO~ APPROVED \.1.4NAGER R.G.E. m 46214 I / I ER0SI0~I C0l~TR0L PLAN DESIG;\[O SMW DRAWN LAI \ / I / I \ / \ -----===- cX I O ' Ml /,-, ~TEEL PIP, 0] ® (~) t~) GJ 25 25 1-,J__-/--FElvlC'1E ,X 12" CI/L & C SIL Pl"- ,.,i>-s-...,,, /' RHJ'.:VF FX 17" U.,il & C STL Pl ~E ~, ~~--✓ +-[ --_\ - INSTALL 'I 2" (ff " FE) IJ~uA!l 0 "J'" fJl,fo,N '01~\:"~ SCALE 1'1 ;;;;; ,if 0 0 en 0 + 0 - LUBRICATED PLUG V/\LVE FOR BURRIEll srnVICE COrlSTRUC I l HRUST BLOCK PER THE CITY OF FOUl✓T1\IN VAi.LEY STD W-6 4 EACH REMOVE E)(ISTIMG WATEF< MAIN AflD -~PPURTrnAllCES 250 L.F. BACKFILL 1111:NCH AND COMPACT TO 90% RELATIVE COMPACnON. INSTALL fl.ANGE ON CML lie C SHTI. Plr'E PER CITY OF FOUNTAlfl \/AU.FY STD W-42 INSTALL 2" WATER SFRVICE AND METER 80)( PEl1 CITY OF fOUNT/-\IN V/ILL[Y STD W-10 1\l!D W-16 PROTECT EXISTING TEIEPHO\\!E DUCT BANI( IN l"LACI: EACII '85'flw1\8,;'i',-i!C:\'lti"Jln IC!~l l)!l, 0 :'J!'" P'lAlr! 1:f!l:;;"01§ SCALE 1'' 4' fl '"""'-"'"'=-=~ [X I 2' Cl!I & C q1 P Pc 20 ---, - =- ---, _I -- - -- . L I F L - -I I i I T __ 3J·,r\ir -;_; P~ , . .--\u_ °111::L{-H+-l--l[-{I:J 11 r,J LOt.,1 _ ~ (1F Tfl:fF lffiMi:---tr rt'i: f,t(ll;W~---1"!-"JO:; IO Y - Tl'•'-'_,, . ,,\ I I= I •'11_·--n11J1-c__,J LL __ [-j11· ' -- c-:~ ) 0 .-~o.. ~-) :';-{~--f"' .. ·-w V) ! - I ' i i I I ! I ' i _ _: I I - - I I J I I I - ' ' -I cc • ,c ro ---.. I •• . ' __J="!--f½_l~~--':t" ~"; '-~~p--+-,1,2=1:..fJ I : rtJl-\l-'.1-.,o ,-w:J.J-11.,_)t,,,1.,. ---'---- _- -n -==~ PROFILE SCALE: ' ' I IORIZONTAL: 1" VER:TICAL: 1" 11+00 20' 4' ' j __ -i - - - -• -. -· - - = - - - . ' r :;,;.<'. ,,.. ~!e LUI -~iQeV'---,ffilO' Tc -- - - ----, 12+00 12+50 I I ! / - - ,_ I I _ ___L --- _J 1/) ""' 2 13+ 00 \ \ \ ' ------------- GJ N cd PO . ··• .. ,. l -.•..•. ·---~1.' ;I EASEMEMT Uil/illS -=- 1?.0' 6.0' IHRIGATIOI~ (TYP) 3ACI< STOI' I\ I I ~j I ~o 10 o 2p 40 ! M•i~t:: -:~, :~:,½~~;;:::f-:t;;~K~~,~'.:'!~~~~:~~~~:!.fgif:c,-,~~;;J SCALE l1'J :v:m1;'11' 1 iirwfil ""' 20 rt w I NO. (~0 lflr{ICAll()N (rtn_~-= ----~ ... -~ CURVE DATA R .=D=. L 15'00'00" 4s.oo'__ I 1n.64.1 45'10'50"------t---, ·1 ' - 4h.00 _ 1G.~ 35.4B' ® G,4) ® (E) 0ii) ll✓STALL Cl IAII, IINI( FEMC[ (G' HIGH) Pm CIW OF NEWPORT BEACH sm.,:lO-L-MO. CONSTRUCT 6" CMS ACCESS HOAD Pm TYPICI\L ~rcnmis SHOWN IIEl!EOM COrlSTRUCT COMMERCIAL IJlllWWM P.PPR01\CH PER CllY OF FOUIHP,IN VALLEY sm 110. SAWCUT 1k RElci0\1£ El(ISTING SIDEWALi( SAWCUT & REMOVE EXISTING A.C. fie BASE. REPIACE 1//ITH FULL l)EF'TI-\ f,.C. REMOVE ITEM AS NOTED R~CONSTRUCT IHRICATON f,T THF IJIRECTIOH OF lHE CITY OF MEWPOFff □[ACH. RELOCATE CH/1IN LINK R/1Cl(STOP TO LOCATIOi/ ~ER CITY Of t✓EWPDRT BEACH. CONSIRUCT rn' VilDE CHAii~ UNI( GA"il l'ER APWII sm G00-0. REMOVE INTERFERlclG PORTIO/IS OF D,ISlltJG FrnCE. l'ROITCT ITFMS AS IIOTED Iii Pi-11CE ... .• --. / --J(---- ' 6" DIA TRff -0 -' .D v- ©HV ©~ 1:-/1~1,'i/lP@?'lu ~,l";:./M;;M PUBLIC WORKS DEPAR1MENT ' / § ~ 9 ::::; C-3004-R W-5247-S SHEET 6 OF 8 ' \; z T 0 r u ~ fl I " CD ~ -, 0 u CD m !; ' z iS C z < ~ u C ' l! ~ z -~ 0 p 0 T C I z > )] ~ ,, I D r D D D h D ' CD 0 u ~ 0 '° m l\ < z iS C z < ~ D C " )l " ~ z m n ,, r 'ii C T ~ p ~ "' -J, " \; ' z ~ N r ~ 0 r u 0 t ~ 0 c:io 0 0 '-' u T 0 T I rn 0 §_ u '° m ~ ' z 6 "l C z ~ a ~ rn rn u ~ 0 D " ~ ? > ~ t ~ ID 3-0 ,. C, ~ 5 T C :;-I z 0 30 20 10 0 9+75 I-I ' ' ' ' I c g I\! •.. -' - 10+25 LEASE LINE -~~ OJ ® @ ® ® @ 00 (0) FUTIJRE WATER COIJSTRUCT 18" RCP (WOOD) STORM DRAIN LINE TRENCH BEDDING, BACliFILL, RECONSTRUCTION AND RESURFACING PER CITY OF NEWPORT BEACH STD-106-L ANO SllJ-10~-L. INSTALL 11,ANHOLf PER CITY OF NEWPOrff BcACH STD 307-L. MANHOLE SHALL BE CAST WlTH LETTERS "NBSD" IN rnE CENlIR OF -rHE COVER. REMOVE & REPL/,r,[ 111:M AS l!OlEU REMOVE EXISTING TREE STUMPS COl!STRUCT 2" PVC (C-900) WAllR LA ltRAL l{EMOVt: Ex:s·nflG IRRIGATION Llf!ES /IND CAP l'ER CITY OF NEWPORT 8[/\CH CONsmucr 1 [I" fl()' (2000D) STORM DRAIN LINE WITH CONCRETE COLLP,RS /IT smos DO TO NON-STANDARD CURVE RADIUS. CUT f1CP PIPE TD rllRM Bf]~llS. CONCRUE COIIAR PER CITY OF NEWrORT BEACH STD 313-L. PROTECT 11EMS /\S rmwo I[! PI.I\CE 10+50 .......... , ... , ... ,., ..... --- I • I I :Cc-··=·····=--=-=:::::. 0 N ------····-- 10 S O 10 SCALE IN FEJW' 1 iil,©Tui ~ w rt ---' I 10+75 11+00 :m I ---' ----•--!~ ! ! I ' • I ------ PROFILE SCALE: HORIZONTAL: 1" Vt.RTICAL: 1" 11 +25 10' 4' I - - __ --- -' i··- ---I -_,_ '. --- -+---+ : - T 11+50 -.• -.·· .. --- i ' i ! I - ' I ___ ... ,_ .. --------~. ----' : ' I ---1. -' - I - I i .. _,_ I.·_ I 1 --1:··--' -)-__ f----' ! -, -_ _:__ - I --,,,_, .-:....:.11, --tOr - I -=_J:_ l~_,21±= ~=;=:--~- ~tl '"J±= - -{"'>J__ ! i -j· - ,/'_ • + i I - ,m 58 Lf -I ' -' ---- 7 - 11+ 75 12+00 12+25 12+50 ST.A 12+20 MATCH LINE ABOVE RIGHT O~TAil •~• N.T.S. I I I I I I 52 \ I \ I~ \ I 'l-. 41 rc\_,___l'h \ \ 12+50 ., I lJpEASEMENT ---<,,..,· \ \ 'l 5.o·--~1~'-,_0-< 1.5' _j ~; I j I ~ I ~-I l . . l I STA i2+65 MATCH lilil,JE SHEET 8 'l2+75 30 20 NOT£: STATIONING IS DECREASING UPSTREAM 10 - 20 L cc k- ~- 10 <= L =----+--'-= - - 12+50 - T - - - ,=-11-' -~ ' ' -~ :~ .' _, '= = r ~71· -~ , -' l ll---:: i--------~ - -----;---------;p [ll": --= L__ ._ .~,~,- -·-:rS":l~.- - ----- --- - - -- - - -- -- --- -- --+- - I - ---_ -----I =i======i==-I - - , -- Ht~ DJ ~IJ:7§1 ,_ I ' I - ~ 4 -EF~ -I L~ -I i I - I ! ' :-_---- - ' ---_ i I I - --' ' = ,_ ' ,,.. -/--·i ~ -, : ---I -,--= ---~ - "--:::r= ; : a:2tc1 Wrntfl 1=!!1 w· iJ I 1+1 $ I, I I I rl filocddUa,l,; ' t • . --==t-7 ~ ~ _____;_________:...=r - --- - -- 0 - ' = -- 'I' ' ' . --- ~ ~ _- ~ ~ '~ - 13+00 "' r ¥-. ,- - -= -- - - - =' - - - - -- -, -' - - ' --i-----I---.I-. _I t--- - 13+50 , I ~ -,------.-: - - - - J ,, L - ' - I - ' 13+ 7:5 -- PROFILF. SCALE: 1" HORIZONTAi VERTIC/\,L: 1" 14+00 = - ' -- - - - I - - -'-- - - -- -- I -re - 14+25 14+50 -= - -= c= "' --. :::::'.:fil :...J -f- l ~ _- - - --Ll ' q. - - - - 14+75 ' - - - ,_ - =- - ' - ,_ --- -r· .,..J ' -:_-~ ---_ ---____ - ~ I _-- - ~ I - - - -- --= = - -~ ,_ I= -- - - - - - - - --- - i - - I --I ------·1 I 30 20 10 ® @ ® @ NOTT:: STATIONING IS DECREASING UPSTREAM INSTALL 2" 1//ATER SER\1CE Al~D MElER BOX PER CITY OF FOUNTAIN VALLEY sm W-10 /\ND W-18 CONSTRUCT 18" l~CP (2000D) STORM DRAIN LINE TRWCH BEDDING, BACl(FILL, RECOllSTRUCTION AND RESURFACING PER CITY OF i'IEWPORT BEACH sm sm 106-L ANIJ STD 105-L INSTALL MANHOL[ PER CITY OF NEWPORT BEACH STD 307-L. MANHOLE COVER SHALL BE CAST WITH LETTERS "NBSD" IN THE CENTER OF THE COVER. CONSTRUCT CONCRETI' COLLAR PER CITY OF NEWPORT BEACH sm 31:i-L COllNECT TO El(Is·n111G CATCH BASIN PER CITY OF NEWPORT □EACH STD 312, CASE 1. 11EMOV£ & REPLACE ITE~I AS NOTED RELOCAl[ WATER LATERAL ABOVE NEW DRAIN LINE. DISCONNECT [)(!STING 3/4" OR 1" SER\1CE LATERAL AT l~ETER. RELOCATE PIPE AND RECONNFCT TO METER. SEE CITY OF FDUI~TAIN VALLEY STD. W 10 AND W-18 FOR FOR f1ffERENCE. CONSTRUCT TYPE I SLURRY SEAL. REPLACE TRAFFIC MARl(ING AND STRIPING. COl,STRUCT 2" PVC (C-900) WATER LATERAL GAS LINE TO BE RELOCA TI::D HY SCG. CONSTRUCT 18" RCP (20000) STORM DRAIN LINE ~TH CONCRETE COLLARS AT BEMDS DO TO NON-STANDARD CURVE RADIUS. CUT RCP PIPE TO FORM BEND. CONCRETE COLLAR PER CITY OF NEWPORT BEACH STD 313-L ~~'? \\J©'ll1~"!: 0 PROTI::CT ITEI~ AS NOTED IN PLACE CURVE DATA NO, DELTA R L i/2\ 9010'15" 15.00' 23.61'