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HomeMy WebLinkAboutP_5170.1_Sj ' . I \ l , ' ' i • . '· J . . ! I j ; ' i ' ' . • . " ' I j --~.,, :r ., u 7,( 5 ;,j ~, ~~·~ ·~ ~ ,-'! I ... ,/ CliYOF Cl ~ I ' COSTA ~: ;Ji MESA ~ :1 # --=~£ .... I/ g1rr ., "' n;Ji' .... \I ,½ 4 :1 VICINITY ttAP .,,,.;. ~ >i ii Ii d ! _r-~ ,,,. -"' ~it • ., ® ill CITY I\ N OF ':; " IRVINE \I ~ ,.. """ \ ,,.,, v ~, " li "" ~ I',; U.C.I. ABBREVIATIONS -c-'°~~ 0 tJfi}J;,;1,~t: 'a f 1lt( ti \'!).;l,!J l f 0 t>Cl'Ul 00.11 u.~ l a a • a= ~ ~ ... ---4~1' l'A\©.:!JJT -I~~ I ·1 t<.oi,~ f,.,.,.,u,,3 1,!U.l:l:l"..a ----Ol£ l'!!:£; Ml'tl-S ~'1!.C:l • --i•tilli~ rr u::.t -.,_,_ UJ,,i(J~ - ' -~----~,:;;jJ;I ~ -•··-<>-w.TIJl 1,1,1,i; -C -l>Ot:111 til<! -11:;,-TWP.-4);!';£ W:& -h-~~• ~ .a ... .-- ft.II. M' Vl:ll' lli::.'11 n:: tU UiS If!' S!b A!W<O 11'6 T MO:'i CATI/ (;d'( co AA\/ 0/#.f'P~ IIOOi' 0/IA!ll OUC'lll.£ lftO!• P,Pt: lilT!flffi CLAY fllPC 11£:i,J.Jt!lf ~.l)c.£ \iAJ.JiE fWtGW f.l'iO 11i::c,,,.1;1c,~ .;0,1; r 1,0, to setJ.£ l!IHG TIG;1T sn:a. AiWiOON£J) l!lO/i Pil'I: MO TAG llOJ,l.JlUJI i CA!ll..£'1\1 Mn,t l:.!A Y Q.£11.1; OUT (5£1:££!} .WI ti£LJff VAi. \Ii: flAQj; Of AIJ..£Y tJ>!'l<OACli I.J.U:mJ.;Al.. \IA!..\/£ ~il'IAIJ( tcilll[O ~,lJU: f A!JJllC ~ALT co:,;cru:n; ~ENr:'V TE!.J:PHONE NUMBERS h!i~tik'.i~ NUM§i;B~ ~.0,Jti:-J:~ C,t,HfO.~IJA (.-'>!i CC/'..!J'l<Ji"t iWll.:{ru; ~ilfO:!~.,;. ID~ C<();,.PAN'I' I' AOft\'.: ffi.f P.r.Osc£ ~ Ah 'i' Q TV Of h{ t:'l'OJJ 12£AC11 ( u 1'1U'll£S WT.} C.'l>llfi'\1 S~Vt.Tt(l..';1 !);l,Tll,C:11, ~~ r Ct-ti.IL\~• 6:1-4-02~1 ijlJ!,-0121 61! 6~4>-!.011 1!62-2411 ~2-6222. =,..:z..,l97~ Afltll 6:00 P,; ) PUBLIC WORJKS DlEJPARTM1E1~T JAMfBORE!E rROJJ~D/!8A VS>nDE D~~VE DECO RP~ TuVfE ,lv P\i~~l ft~n~ !Di P lPiill~ TE R§ APPROVED: LOCA Tl ON ~v1 AP. NOT TO SCALE DATE: DIRECTOR OF PUBLIC wom<s R.C.E. 16791 . ' The Contractor Ghall !!pply for a Bul!d!ng Perm!!, to construct the docoratlvo rot.i!ning wall, from tho City of Newport Beach Building Dapartmant. This will boa no foe Building Ponnit. Tho Contractor shall apply for im Encroachmonl Pormil, for work in the . Pub.lie right-of-way, from Iha Public Works Dopartm,m!. Tham will ba no foo for Iha Em:rnachma11t Permit. The Contractor shall obtain a City of Newport Beach Business !.icense. .0£5,CRJPTIOll REVISIONS ' l ALL WORK DET ft JI.ED ON THESE PUNS TO BE PEf'J'O!lliEO UNDER • CONTRACT SIIALL. EXC8'T AS omrn~.ISE STA 1£0 IN itlE CllYS STANDARD SPEC!;\L PROVISIONS, 011 IN 1HIS CONlilACfS ¥'ECIAL PROVISIONS flE CONS1RUCIDl W ACCORDAflCE l',!'IH THE STANDARD SJ>ECiflCATI'olJS FOR PUBUC \\'ORKS co11smuc110N." 1997 EDITION, • ANO SUP.Pl.£•.!' •J TS TO DAT£. ;1; (X!S1!Nrf UNDERGROUiJI) UTILITIES ARE SHO~.'N AS .Pffi AVAILABLE REtoorJS. Tit£ COfJlllACTOO SHAU BE !lES!'ONSllli.£ FOil . . • VER!rt!NG 1ti£ AC1UAL LOCATIOll ANO aEIIATIO!l IN TiiE . flaO ,P;:!iOl< TO 0£G!NNING r.()!JSTilUC110ll. CO~lSTRlJCTION NOTES G) Elo'.!!llll~JA!.!00~ l1!l. • !lAV&l>Ell'i R'~'i U!( El\!l) OF EXISJ1t.!1> OO!.OAED a l'\ICH WIDE "'-l""' Ml::!11:!!,!,l. • • • ~ 1.1?.!J 00!.0Stm D XO X 16 WJ1. !l' eu:lC« l!lAl.l. M,!D l'Wl'!Sl '!Ill~ ~-'!ii 1:/A!J. t'.ffli l!.O..'ll'!:ll CAP. R:lOTlJiG >slfilL!!E Ill t~Dm' "' "'il~l'!IlSl.'.:/ftU'.l:51.'0.<lc.i'Jl . © OOlllS1llOOi' Mf.l.'I COl.Oru;D lll..U:.!P lll.OC!t l'l.AllTEII ll.!3C .. 'O !00:llt!tll C!.11!!? twa1: t'.WL ~~.::,.O l!!I !'er I.OffiHOl' 5Nil0l' EJOST!IIQ CJAU. l'UllflEh WALi. RlOTI:~lll-W.l.1!£1:10£1:f:(!0$' 1,'Y 100.'.CIGJ lv.o!:1/J!TliO:i!: HOllll. Ul 4 !lMI JJ!!l l\!l. 4 !JAM \/Ell'l'U,AI.I.V !ll'l!.!iD ~ C-!Qt::'"ll O;J (lf,l'm.:l1, l':l/JJ. !00.U. CS4 001..RSEfl ltml WIIH 2 OOl..l'lSfS AllOllf: EXlSTING l'hlll. • • © EXi!ffi!iG OOI.Qft':ll SW!.!)> !l!.00{ \'/AU. 0 \/S.!.EERB) PUJJTm WAU. \'.'ITH M.SC,.ST ()!:».I'.). !lfJ> t:!l 1•:r, ~ .'Ill t'!!!!Jl'!.!m!:l.':.!! fJt EIL''!l1::llH!A'l'ERlAUI (714) . 435-11.12'1. llAIJTA Milt. C,,.. , (;'\ llTIJOC0!:1) o f,0-i \/!IDS OOM:l. !!!.OQ. ! 1/J!l'H ~ 'l'l\fl'!.'l.S) OOLO:l m;.T. 001.00 '!O Cl: ~ !'i!O!.l ~ ~ ViAU.Ct.\?Sll.'ililEWl:4!Cll!l'mt!OTIH! . !!. 001 ! f'!J 00.!J..!:E ffl.O!.l l'f'J:£:..,,1,H:OOIJI.E!U.:!l f'!lt.t\, Ml1:l.:l ~S li'ltOlJf ~13 CO!.!!) !l. 0011.""l!'JJ> Ol.'1.1.IJE MfCASJ'11'l ~ B'i~!Y-'IB!!J\ID 1(1, PREC!lfil' llALl. f!}JL•.un FIH 6 \.'J!T!l RlJl.14 ll'f ~lfil;fl 19ill:R!A!11 11 l'llECAST MU. Al!W.l\!O. 1'&12 l'.lllliRll'-14!JY EO!:IOm ~TEl'.!J\1.8 Ill. rouII laACtl tl!l l:',!!Af!S 'IO '!OJ> Ol' O'.lUl' .. !J'l 13. ONE t!0,6 IJAA 4 Fr. G INCl'.!:5 LOMl 14. ttOru1:. t.'O. 4 RE!lAAS IN G!lOlllID OOllil !!EJIH OF O L~ ~ eux.tt R.l!J"!Bll!!AIJ. Thlla: t!O. 4 l!ARS roim•mw N REAR Ol' l'!Jl.!Jl'li:R ~ IVJll'm \~l!. romt~ CWJJ. 00:ll'NN II tlO. 4 • 1_ !lAIIS. • . I I El(!STI:'!012 r.OI OOi!Erffi cruJ.\J Pll'!1 ElOOTL'!O ilMl'l 001U:T ~ l!JJI.U.CIJ' 110, !!G'~ll , WJli !l"•M'\.ll'.EO 0\18'.l:Jlli\£>1 WI! 0-t!JD(ltd)e!S>lcz:l ~ I.OONE VENEER BY ST~ L'iO!Bmlfll. rn B.OO!MOO oro:i:; '\'Jl!!00!!'!!:1 l~l,J\THBl ~ wrm au ro 11:1 ll!CH uom1m JO'.'ll'S R."1CW. 'iVfll!l;IJ. :l!ij F~ GfWlJ; ON !!J.Cl(Ol' l.'JJ\l.l. u) fll~Sl'lfl) G!lllOl: 27 J ElOSTL'llO ~ GIW)E 2ll J G XO X l C 00.\'C.fl!:TE ~ ll!OO< aaJ !Ol(OJ<l3COl<.!Cfkl!:MfC!S!O!l!" . .QCl(• (ofl.:::mr A!.s!. ('!il,J;,~ eg1.,.10-: • @) l~ta"DE!i?.~'HEAA 1<..E.y w~-rl,,l 111e4 ~i~ ~ AT Z.<f"~i::... @) I N '5> TA L. L. 2. e..6-, "5 "t, IA. -e;c H. 40 PV.C. 6 LFiE'v'~. f .O!'h FUTµ Fl E r Ml6 @ I-..'?> i,q 2 # 12. W D -ST'A KE. TO MA r.t t,( £1i ~~yij . W2.:::A.TlON .. , . .. . GRADXNG A~,,!D DRAlf'.l!J\l]ir; ~J©J'1J'f$ 0 CLEM ANO GRUB EXISTING GRO~Vfli FO.ll f!ruJJ:!Ol;!~!) P!.AN'1'1N!il R...l:TI.VEEN . .Sll)E\.I\JA!..K ANO Cl.EAR ANO CiflUB LINE -• .. @ INSTALL 4 IN. SCH 40 PVO l'\/1TI-I 1'l!, MlN. S~!:TO EWSTING ORA!~E · Sml!CTUAE •• · · 0 CONNECT 4 IN. Pvc DRAIN LINE TO EXIST!~ 121~!i DAA!N r,i1~s rim crrv OF NEWPOflT BEACH STM'·-!DAAD CM\l'Jll\!G 812-L • © INSTAU. 9" X 9" CATCH s:tASIN NOS l\!0. 800 VJITH la!S l\!.O, ll£11 IY' y. D" ATRIUM GRATE. • RUN Di~ Bl.I~~ CON:lUCTO.~ TK.~l.JeH r PVC St~ INTO ~ • iYP.c:.AJ.. ~ta 3 Ff. COit. OF CONCUCl"O!a ~ Gl?OUND Fem RJn,<ru; FiXTURE CONN!:CTION "YRCA!.. FOP .~ l"iXTIJ.,'a.!;. IN BACH A..ANTE!a. EXTRA F!.JOOSI..E. SUN ~IS'iANf Pl~ BLJR!AJ.. MUI.TI S'l'RAJ\!tl CA!.'.',!.£ \JviTH 1:J INCH MN. ~ ~ .·A$ 'ND!CA:lm), ' 'ATE lf-i !·-7 't lt ll ~ SHEET1 OF4 ij .. 0 TI LJ JJ ~ :::::. l Z' G'J z C 5'.'. I OJ rn "M .J.J 2 "·'------' • ~ § ·Ji'l \j\ = ~J 0 e tJl CJ JJ ~ ~ z GJ z C s: co m JJ I I I OA11' DY • 1 GRADING AND DRAll\lAGE NOTES 0 CLEAR AND GRUB EXISTING GROWTH FOR PROPOSED PLANTING BETWEEN SIDEWAl.K AND CLEAR AND GRUB LINE. ~0:~~~YL~~-~~;FR~~-EAR ,,-A-N..._D~G,,-R_U_B-..UNE TO WALL OR TOE OF ls::. .A SLOPE ... ---'-.../_.--_, ____ ,...,.., _________________ .._J G.)~Ns;,;:cc 4 IN. SCH 40 PVC WITH 1% MIN. SLOPE TO EXISTING DRAINAGE STRUCTURE. ,.( e ; ~~~ J @ CONNECT 4 IN. PVC DRAIN LINE TO EXISTING 12 INCH DRAIN PIPE PER CITY :\0-:r::,,<,<-OF NEWPOHT BEACH STANDARD DRAWING 312-L ,,:0 l,o,~ . \~ . 0 INSTALL 9" X 9" CATCH BASIN NDS NO. 900 WITH NDS NO. 981 9' X 9' ATRIUM GRATE. I OESCRIPTION C.L. D.I. D.S. f.F.E. F.G. F.l-. F.S. G.B. G.F.F. H.P. lf'~V. P.A. P.L. T.C. T.S. TOE T.W. T.P. CENTER L!NE DRAIN INL!ET DOWNSPOUT FINISH FLOOR ELEV. FINISH Gi<.;'OE FWWUNE FINISH SURFACE GRADE BR!:AK. GARAGE FNISH Ft..OOR HIGHPO!NT INVERT CF Dl<AiN PLA"i17NG A'<EA ::OROPERTY LINE TCP OF CURB TOP OF SLOPE 'fOE OF SLOPE TOP OF WALL TOP OF PILASTER -'• -• • -L!M!TS 0"' CLE:rC\RNG AND GRUBBING -• -w -L!Mrrs OP GRA.Q!NG 11:. JUTE NETTl'·JG' -(20)---------E)(!STll-siG cc:,!TOUR --2 0--PROPOSED COl'JTOUR --•• • -4· SCrl 40 P\/C DRA!N PIPE Af'rROVED DATE ________ _, DES!GNED Af'!"(l DRAWN GO!-J S1RUCTION, .; . GP.ADI NG? DP.Al NAG,15 PLAN I I I I l i I I i I ! (') ,, '.;; g 2 z C s: OJ rn :0 r: -..... ···-------"""'" • I i / D JJ ~ < z (71 SECTION PLA!'.J TE R NCJ. SECTIOl'J PLANTER NO. 2 ~ ..... ,,,,.,,,,,,,,._.,.,.=....-~~~------ 1 Pl-,ANTEI< NO. 4--5l"11LAF<.) f--® I 3 FRONT -- MATERIAL SPECIFICATION 1. GROUT CELLS WrrH REINFORCED CEMENT PER ASTM C1 50. 1 PART PORTLAND CEMENT 2 TO 3 PARTS LOOSE SAND 2 PARTS COARSE AGGREGATE 2. REINFORCING: F'S=20,000 PSI ASTM A615 GRADE 40. 3. MASONRY: F'Cc1 ,500 PSI GRADE "A" PER ASTM Cl 50 4. CONCRETE: F'C~2,000 PSI AT 28 DAYS CEMENT PER ASTM Cl 50. 5. POUR ALL WALL FOOTINGS AGAINST NATURAL UNDISTURBED EARTH. -.....:. • , ' .. ;,; .. ITtIBt::=1--@ ),..j;;..j.l ~ J 16 TYPICAL WALL DATE BV CONSTRUCTiON NOTES G) EXISTING JAMBOREE RD.· BAYSIDE DR. S!DB'IAI K 0 END OF txlSTINGCOLCReD8 INCH WIDE SLIJMP BLOCK WALL M CONSTFILCT NEW COLORED 8 XS X 16 SLUMP BLOCK WAU AND PulNfER TO MATCH EXISTl'IG WALL WITH MORTER V CAP. FOOTING SHALL DE 12 INCHES DEEP BY 14 INCHES WIDE WITH ONE NO.• BAR 0 CONSffillCT NEW COi.OREO SLUMP BLOCK PLANTER BEHIND EXISTI1'B SLUMP BLOCK WAU. BEGINNIOO 20 FEE'f NORTH OF END OF EXISTING WAl L. PLANTER WALL FOOTING SHALL BE 12 INCHES DEEP BV 1B INC'.HES WIDE Wffii ONE HORIZ. 00. 4 BAR AND M:>. 4 BARS VERTICALLY SPACED 24 INCHES ON CEt-/TER. WALL SHALL BE 4 COURSES HIGH Wffii 2 COURSES ABOVE EXlbliNG Wt..J.l. EXISTING COLORED SLUMP BLOCK WAI.J.. VENEERED PLANTER WAil. Wf!H PRECAST C.ONC. GAP NO. WC 4X 12 MANUFACTURED BY EDINGER MATERIALS (714) 435-1626. SANTA AMA, CA. • . 17\ STUCCOED 8 INCH WIDE CONG. BLOCK WITH SMOOTH TROWLED COLOR COAT. COLOR TO BE SELECTED FROM \:.:,) SAMPLES. WALLCl.APSHAi.LBEWG4X 12PEHNOTE6 0 COLUMN SHft.l.L BE FROM ?RECAST MODULES NO POL 24 CUSTOM SEGHONS. GROUT COLUMNS SOUD ~ COLUMN CAP SHALL BE PRECAST NO. PC3·2B BY EDINGER MATERIALS ~ PREGAST BALL FINIAL NO. FG-1 a WITM FBP-14 DY !iEINGi:R MATERIALS (11) PRECAST BALL FINIAL NO. FB-12 Wini FBP-14 BY EPINGCR MATERIALS (,;) f-0Uf1EACHN0.5BAflSTOTOPOFCOLUMN • X \,_'_,V ONE NO. 5 BAR 4 FT 8 INCHES I.ONG G HORIZ. MO. 4 REBARS lfJ GROUTED BOND BEAM OF B INCH CONG. BLOCK PLANTER WAU. @ 1HREE NO. 4 BARS CONTINLOUS IN REAR OF PLANTER. SIDES rLANTER WALL FOOTINGS SMALL CONTAIN 2 NO. 4 BARS. · · @ HOHIZ. NO. 4 DAR CONTINUOUS @ VERTICAL NO. 4 BARS AT 16 INCHES ON CENTER· GROLfT CELLS SOUO 18. NO. 3 BAR HOOPS AT 24 INCHES m, CENTER THREE NO. 4 BARS !N WALL FOOTING DEPRESSED WALK AT CROSS WALK EXISTING 1.2 INC:H DIAMETER DRAtN PiPE (22 EXISTING DRAIN OlfTLET ' PRECAST WALL CAP NO. tlG 4~11. MANUFACTURED BY ED:NGER MATERIALS (714) 435-1626 ARCHITECTURAL STONE VENEER BY STONECP.AFT INDUSTRIES, IMC. ELDORADO STONE WISOONS!N" WEATHER EDGE WITH 3.18 TO 112 INCH MORTOR JOINTS RAKED. lYPICJ\L FINISHED GRADE ON BACK OF WALL FINISHED GRADE 27. EXISTING R(llJGH GRADE @ exax 16CONCRETE PRECISION BLOCK . @ 10 X BX 16 CONCR"TE PRECISION BLOCK -GROUT' ALL • GE LL;'; 50\,.1 D @·12'xl8°t)EJ,cf' ~HEAP, t<f=.'·( ,,J!"il-4 ~1"'4 r-(E 131:,_r2,s Ai z.q.po.e,..; (0 i t,lSf:\LL 2 f:'.h .. 3"171/,. <:,CH. ,qc.> PVC 0Lr'.EVE'.", fC)f,2, F'Lf,"LJP,E ~ J,<_":,Y-12" P,kl r; s·1tdZf::_ TO t/1.,A...!;2,i,(_ '.SLf;,SV,~ LOC.!,,,1IOt-.J V lb~O 'o " " , , I I: / / ,,..--.,...--::;-_·_· -,----;s_'-,. ' ' :l't 2.~ -22 -i1 --20 -j '> ---1 $ .. --, ., l':I CON':':71RUcTlON PLAt-J ~ DE::=TAI LS llESCRIPTIOI! Af'l"D, REVISIONS CHECKED DATE ' i ' a ~~ :ij l> < n z ,'1'. n )· 9, ?: z C ;;; Cl] m :0 z C: ~ m m JJ '''-----• 0 J.1 '!? :s z r:, L I G H T I N G L E G E N D . SYMBOL DESCRIPTION MFG. MODE'L NO, L/,MP .• . . ,--, V i RECESSED \.\!ELL. LIGHT WITH 16~ LOf'~S BASE -ANGLE CL.rT' (:?,CE DE:iAIL) FOCUS SL-OI 36 \1/. (Q\VFL) - • y I r.ALOGEf"✓ W,4Ll.. MOUf'-..ITED Pl.DOD LIGHT FC.,C\JS DL-15-H 50\>✓, rf1 Tf<ANSFORMER FOCUS \Vf .312-9001 .• ·-- • THIS FIXTURE SHALL BE MOUNTED ON TYPE FSS PLASTIC CO~JDUiT BOXES MOUNTED TO \VA.LL NOTE: TRANSF-ORHER .AND FIXTURES NOT IN COhrfRACT -INST.ALL \MRE $ CONDUIT ONLY. I CC)l'-1 DtJ IT STUB i;J I Tl,! 8 Lo 1 . VOLTAGE 1:2 ,.., ,~ DATE 6V ' LIGHTING NOTES @ENERAL: 11'-ISTALL. CONDUITS, SLEE\r'l='S AND UNDERGROUND DIRECT BURtAL CONDUCTOR CABlE AND CONDUIT BOXES WITH COVERS ONL.Y. TRANSFORMER Ar'>JD FIXTURE INSTALLATION IS NOT A PART OF THIS CONTR'\CT RUN DIRECT BURIAL CABLE CONDUCTOR THROUGH 1' PVC SLEEVE INTO PL-ANTER -· l'YP!CAL. PROVIDE 3 FT. COIL OF CONDUCTOR ABOVE GROUND FOR FUTURE FIXTURE CONNECTION TYPICAL FOR EACH FIXTURE IN EACH P!PNTER 0 EXTRA FLEXIBLE, SUN RESIST.ANT DIRECT BURIAL MULTI STl<At-.1D CABLE W!TH 12 INCH MIN. COVER, SIZE .AS 11'-lDICATE~ ---, ____ ,,.--..~~-,,--,-~~~"-•~,,.~ 0 INSTALL 2 EACH I.ONG S\1/EEP ELLS PLUS 1 INCh DIAMETER PVC STUB FOR FUTURE AND Ai INCH CONDUIT TO FUTURE Tf<.,>NSFORMER LOC.A,TION BEHIND \VALL .. FUTURE FOCUS \VT-312 -900 -T 900 \VATT TRANSFORMER \VITH INTEGRAL 3 CIRCUIT TIMER CROSS BROS INC. LA r-'v'X 5 SST STA.INLESS STEEL CABINET \1/ITH CONCRETE B.ASE BY IRRIGATION CONTRA.CTOR ✓---~ _,,...._ ✓----~ ... --✓"---... ,_.o"~~-✓~_,.,..?"'~"" / t APPROVED MWSc,,i tit:~a b ,...,. , • • J:WIJ~ ··, u<f "i 6.M:s ~\ f.'Gl!.U'.mE -< j • "'7•1 • f 'f I !iATE r-. • Of CAli~-:i PLAN DAT DESCRIPT!ON APP'D. DESIGNED REVISIONS CHECKED flRAWN DATE CITY OF NEWPORT BEACH PUBLIC WORKS DEPMlTMENT P-5170-·S ,, ' I . i ! i i i I • i ; I ~ " r r 8 ~ :! ''---- I , I I I . I z C '? 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