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HomeMy WebLinkAboutR_5469_Siii iJ -L ' j' ~ .. '·•. i. --------:.,...-------,----'-,-=~~,----,--.... -..... ------..... -,----,---------------------------------------------------------------------------------------..,;;...;.. ___________________________________ -,)' . r & ... ii( C ~ f,T;•.- !H: ;'"•'•~~-,•,•~.--, • ---~ [ti iii ' -l , ' a > , " • ~ ~1 Hf O•A,HGf C.QA,!, t CITY OF COSTA ~, • MESA 0 ~ ,.. 0:~:;-y•'c ·,_~/· NEWPORT BEACH ,., / ~ ~ GENERAL NOTES 1 All work detailed on these plans shall be constructed in accordance with the Standard Specifications for Public Works Construction;1982 Edition, except~ otherwise stated in the City's Standard Spe·cial Provisions, or in the Contracts Special Provisions and Supplements; \__ - ~ -0 • > ' • < 0 ~ 0 < • • Vl(TQll:\..t.. ., • -. < " ... , .. / ~•,,--..l PUBLIC WORKS DEPARTMENT ~T 2 Street stationing is along centerline of Superior Avenue. Stations shown thus I 0+00 ! are storm drain stations and are fndependent of street stations. . . ,-.- / C . w ,., ◄ a: ::, :z: .. a: ◄ U.N!VERSI''( .,\ \ \ \ • 4 ~, ~ •. U C , 0 C E . ~~~~-===~ PROJECT LOGArl • tv :2.._ l/4 Q ¼ lf?. 3/4 1 GR•"""'IC SCALE IN MILES SYMBOL LEGEND ♦ POWER POLE 0 MANHOLE t:f Fl RE HYDRANT □ METER BOX -0--VALVE E-POWER POLE ANCHOR D. MONUMENT -x-x-FENCE BLOCK WALL C~ TREE !;;',-fu SHRUBBERY '/ -1:y' .&-..dK 2r.,,,,. ASPHALT PAVEMENT ~B BRICKWALK I·.·.. · .. : .. ,1 l.:..:_·:.::_~.:.::J CONCRETE t ::i ~...c-<..<;-«"'1 BUil DING -----EXISTING CONSTRUCTION 'NEW CONSTRUCTION ---.!c-CENTERLINE ---,·-s-SEWER LINE -----w-WATER LINE ---a;-GAS LINE -€-POWER LINE -TEL-TELEPHONE LINE -Tv-CABLEViSION LINE . -· -!SP-SPRINKLER SYSTEM M STREET LIGHT EMERGENCY TELE~HONE AGE N.CY SOUTHERN CALIFORNIA GAS COMP,\NY SOUTHl:.RN CALI FORNI A E.'.)ISON COMPANY PACIFIC TELEPHONE COMPANY c1 1 Y OF NEW.PORT 8E.ACH (SEWER a. WATER) COUNTY SANITATION DISTRICTS ,, "'~ CONSTRUCT.ION NO.JES __ S TREEf IMPROVg)VIEN"fS 1 hemove•:existing AC berm. 2 Remove existing AC'. : :. -~ . i •••• • i · • : 3 Construct O. 40' AC over 1. 2' AB w /prime coat. ; 4 Construct variab.le thickness AC overlay. : 5. :cot1sl:,:ut;f Jo'/ullde,t'!li? .4.C. . •• ••• •••.• • 6 Cold plane existing pavementper d.et11il on Sheet 5 to providi! a smooth join to the satisfaction of the Engineer. 7 Construct 2" AC.bicycle traff•as shown on plans. : 8 Construct asphaltic concrete curb Type "E" perp-lap.& per Std. 183-L. i 9 Construct 4" AC c!riveway per profile at Sta. 19+8:9 .00 on .Sheet 4. io •. Construct 4" PCC driveway.per profile at Sta: 21+92.5 on $heet 4. il Remove exi•stili9 curb and gutter. 12 Remove existing' PCQ; .•· . . . . . • '13. Construct PCC .•curb.& gutter Type "A" (8'', CFl per Std. 182.~L-• • ·14 'construct PCC, curb & gutter Type "c.'' t6"CE'l per Std. 183-L. . ~5 .Construct 4!' pct.sidewalk.per plan.&per Std~l8.()d.,. ::,_6 .. Construct concrete barrier Tyre 50_ per Gal trans Std. A7 5-A pe;- 1 .iletaiLonShe.e.l4._ .·•· · ·• . : :\. 7 Construct residetitiaJ driveway approach Type Hper'Std.163-L (W = 30'). i i.s. .C:onstruct.curb-~cessramp.Ca,se,''E.!'p,erCaltrans St~,·~ 8 B. • i.9 __ p:o11$tu:ii:::t.ttub:aµ;e.ss.:taµ,p pet-.Sid._-101-L-·-A_Case E,. _ .20 Coos.truct..vlll'.iabcle,he.ight.retalnJng .. wcclLpe ~ plan on S.l:iee.t 4. .21 ~onstruc.t6"•.lteci;l:ikeType "B'i.perCaltrans·Std. A~73 & perdike detail I on Sheet 5. . · ~2 Construct pattern concrete •. See specs for color and pattern. _ , 23 Construct residentiaL.dciveway appr.oachTy.pel per Std. 162-L (W-l.6 J. 24 Protect in:-Jil~clls..shown on plans. 25.. .5..1:reele¼c a" allot:)~ , . : .2.6. Constrr;ct standard.surveyors monlll1jenLper.Std. 116-L. 27 _ 5.et..spi.ke.-'Ni.tb..w.ashe~t'.£.l:d . .dJ.6-.,,LN¢e 2 . . ••• . 28 Construct S!L diametc,r PV£, s.leev.e.as.slrown .on Sheet 10. .?,'l . Rem~.as...sb=µ:.op;.plan.- . ]3,Q .. RemOlle . .exf.sting:,-watei::cmara· line & plug.·. J3.i .Jremmre..& ~alvage.existitig fife hy·drant & valve . B.2 lns.talLfire hy.dl:.i\ntper. Sta-; 500-L .. t3 Install 12" ACP water main. Class 150. '---------------·-----·------~ NUMBERS NUMBER '.# _riiri:i?.<ts, cA"'~"s .. tt! ·,;li,~r.~ 1:r?.·· 634-0251 i.:B:::•'!:.7-~83~-J...~:..:-~ .... ----~,9~-~'il.~~::: .. !::~::::--_·s=A::<::;""°=fs::. "' ... ;;;i~i:,~·-::1-cc.:::·a,7'/"'. ... ""1cL. ,...,·==--=+'--=-t 973 -5491 -'1,'£5-8:!I ;/4.14 y,,,,e;,:1v,; "'"'"',f/6'ff~m.s,a,.e,,,o.e4;,v :5Y6Te,H fJlbJ 999-5715 l---+~-l-'S::0"'='€.d,c;.T'c.,.;;;ec.··~"'"-=-=,!_0::.,,;11!.._~. -~~-----t---; 640-2221 962-2°411 EX'T.222 1---l---l---------------+--t GROUP W CABLE-OF CALIFORNIA 642-7447 COMMUNITY CABLEVISION 720-2056 ·-:cc7s74·,J,IE3fU2.~.U4EJG?.7.!27BIC.7:2:&q,7if/.EER.· .. -·=-...~i;,.3,/ ::.z-z.31: REVISIONS UNOERGROUND SERVICE ALERT ~-800-<l,22 -4133 STREET IMPROVEMENT -PLAN SUPERIOR AVENUE AT WEST COAST HIGHWAY CONTRACT NO. 2119 A.H. F. P. NOS· 1044. 8 110671 I APPROVALS I CIT'C OF NEWPORT BEACH ~ au //-ZZ.~8Z. DIRECTOR OF PUBLIC WORKS R.C.E. NO. 12BO6 DATE 'I • 3.4i Install 12" gate valve .. 351 Install air & vacuunfrelease valve assembly per Std. 515-L. 36; Remove & salvage existing 12" water valve. 3_7 Adjust existihg valve cover assembly to grade. 38 Lower existing fire hydrantassembly to conform to new grade, 39 Plug end water main. COUNT'( OF ORANGE FOR AHFP FUND:G . APfROVAL ONLY . 7"(te~ I J E.M.A. DATE ; >; ,I ' ~:-:· ~-,5re" k ;;;.,,0 e,:1Sr in.9 4,!!1'.' C 6. P. Tie, .ffV''. CS.r.' .. •.✓irh .. -X: • 'CO/JC~Sfe-__ t:;:'(7//ar per. .de-le:it1 !'C~' Ol1_Sll.e.ef~~7d_ .. _ --------·- :;zt:: .... ==Z'M..ifrdcl:./L'''x/e..:: canc,r,,red=,;,_~;,,.'iw.Vrc,i.s.£/m».17&.r.e. ,,. -=m;:~--~ Civi6-fr__ucT:. rs/11/}ir!Zed C.dO.Clr4fr_!h1ll.G.r/'_u_a1iire..µcdi!i_/q7f..12._N~-·- ,_: ·---~ --"t?~~ ;~-zr-~._. _ _.-_--------_ _.---------·----·-·------------- --zr--'{3,,,~ 7Ji'.nx:/i?":co,ficr<1te de,;/;, ·;,,,r a,;f/L,:,,:,s'.7Zdlf~""i/Zr?fe.~::~::-:•• STRicET LIGHTING 40: Consfr(,lc.f cJ. G5' #,.C. "1ver /ZCl'A'B. w/pr/me co,:,r. : 8.0., C.onstr,rct No. 3 1/2 pull box per Std. 4/ 1 Cold pktn<!/ exisfing pavem_enf per de-fail on s/;eef 30. 2114A .& Std 205.-L .... 4Z Consfrucf A' C. drivei,,ay •• .:aL. ·.G..onstru.ct.streel lightT.ype.LLper . .5:fd_ 2-ill;-L. 45. Mod11';1 l'enee gcrfe. . , . ' .. 82 . Construct G.ity..owned multiple 1:ircuit.µer.Std. 204-L. 44 Remcwe eKisf/119 p/llds/-ers, consfrucf new p//lasfers, /"tlM/Jve. .83.. • Relocate ex isling street tight pe.r.p.lan.,._ a-nd solva.ge exist wn:,vgh i-im'1 ./'ence, reconsfrvcf G I h[jll wroqghi . ..:8.4:T. :. Mndify exi.stillg~llice.to.prollide .cir.clliifor new lighting system._ • /ro/1 l'enc:e wi/-ll s/-eps m con.fbrm ro e;c/s;f113. • • I 851-·· Pole to-be removed by-others. · ·· ·· -.. -· -... -·-··-··· . 45 Consfrv,:;f 3''4.C. n:rmp on compac.led 11drive wil/2 s,,// srerihof, . •. ·... 86. Pole to be relocated or adjusted to_grade • ~.· ;::,:;,-::;·s:;;-:;2 ;;::;;:::;-,::~::::;e ····.· ····· SEWER ..,,.-90-i-.Constn1ct..&!-.\lC£..sewer maln.-- 48 Cc,ns/:rp,:;f /" ,P.//.t:'. s,:,,;.40 for f',:,/,:,r-,, irr/g afhn-,.9.J._._11. ___ : . .C1Jnstruct 4.8".ID if<,n:dard p,-ecasr d1ci.il/Jo/~.per-• ~f. : . C,,oslrv,:;/-l,,/3/,,,f~r ;;erv,ce p,sr ,;Id fx:JZ-t... Std: 401-(. • • • • • • ST6RM DRAIN/ OR.4/NAGe 9i:! CtJ;;:;,.;~;, ii; z L) s/,7,rd'o-d j,Mcc;,:;;I 41,,,..?Jold.pe/" J : sld.. ,li?l-L <?nti' olela//_oA' sJ=l'.E'<:7 .. -. ~--_--• -- 50 : C.onsttuct l&" RCP (1500 Ul or 18" ACF' (2500 D). 93.f.. .Adjust,rn:mliole .frame an.cl cover to grade. ... . . .. . . 5:L '. ¢ onstrnct 2l~' .. RC.E' ••• (l25.ll..Dl-or.2l." AC.P (20.0.0.D) • 9 4 I ..C.OnslEuct.sewer .. encasemenLp"ef.:.~nc:<i""""'·"',:,f Oefo,1 "C" 52, C.onstrnct curh inlet Type OS per Std. 306-L with local depression per Std. 304-L CW & H per plan). • 53; /::onstructcurb inlet Type OL-A per Std. 305-Lwith local depression per Std. 304-L CW & H per plan). • 54 Construct.concrete encasement per Detail "C" on Sheet 6, 55 Construct terrace.drain per plan & per Detail "B" on Sheet 6. 5.6 _ ¢.on~ctg.unite.cha1111el per. pfan&per Detail "A" on Sh·eet 6. .5J C.on.s.truct/'C.C.dow.ndrain per Detail "E" on Sheet 6. ., 58. Construci reinf.or.ced.concr.ete.outlet structure per Detail "A" on Sheet 6. 59; ¢anstruct splash wall per Detail "E" on Sheet 6. • ,60' Construct"V" ditcb per plan & per Detail "D" on Sheet 6. 61 Construct "V" di1ch per plan & per Detail "H" on Sheet 6. 62 .ci.onstructjunction.structme.N.o. 1 per Std. 310-L . . 63,1 •~1JliS.trucL50_."Z.~9?.7.ziyau:;e:J=: --~ 64 65 66. f:,7 68 6-':.L 70 71. 72 Construct rip rap per detail on Sheet 17. Construct.concrete pipe collar per Std. 31.3-L. . RemOlla.exi.sting /n/<1/ ,:,,-t?P(/el s-ln~olPre. (:onstruct 16·":£-C.:P. (3oa:J~O) • Remove existing RCP. Regrade existing earth channel to new elevations shown on plans. ¢ onstruct -ZZ"-;:;rCE·,i','Eq-;;'ii.1.,de ... :;:,.er-pJq;;,:----·-· ..... C.OAstruct:,7.5"':~F.~Z'~aaa:co;::: ~---~ --· • ~-~ • • • ' _95 96 '17 .. ?.ti. .G.onstrnct.10'' VCP sewer main. • Coredr,;I/ a-nd rechanoe/ e%1SI seever_.tf,,(.,,nAtJ/e, • R en,ove e,.-1sf1h.9. i;ep,,er ,.,,.,,.,,l,o/e .. • C,:,os-lr"lcf /.?u i/. C. If' ,;e,:,1er ,,,,.,,~",,J.. -' 4 ·5 '. 6 3 Existing underground utilities are shown irfacI;ordance with available records. The contractor shall be responsible. forveri.fying their actual location.jn the field,-prior to the beginning of construction operations. Al I standarp plans refer to_th~·c it)!' of·Newport Beach Standards ;· 19 82 E.diti6n unless otherwise noted. Curb data refers-to-face of cu'rb, • , ,•. + 7 All the elevatJo_n·s shown ontijeseJlans are in.feet-above USC&GS mean sea level CMSU. Al I Portland Cement Concrete shal I .be Class 560-C-32 50 except that retaining wal I footings may be Class 560-B-3-2 5Q, Type :icement shall be used}or.at_f:liezanlraclo.rs=.0c:rpl1on:,q-7.st?cA-m7);r'may-ke used 8 u·nless otherw.ise; spei':if,etf; ·alf:P.GC linct,A.C removals shal I be outlined to necessary working limits and saw cut to-~ minimum depth-of.'2)nches prior to removal. _All debris created by the removal operations shall become the property of flie contractor)nd _shall be dispo?ecf of awa¥ from the job site in a manner and at a location acceptable to all cognizant agencies. ,, • .,., 9 Aspha_ltic ·c9ncrete.street pavement shall be pl~ced in 2 lifts. Base course (0.25 thick) shall be • Type lll-B.Z-AR4000., Finish course C0·;15,)thick) shall be Type 111-Cl-AR400D. 10 All traffic, co_ntrol warnings, lights and de!vices'ishall conform to the provisions in the "Manual of Warning Signs, Li~hts·amt Devices for the Use inP1srfoiliiance of Work Upon Highways," dated 1977, as prepared by the · Department·of'.fr'!nsportation, .Stafe i,f California. 11. Storm drain ehaJI_ be either cast or spun;,RC pipe or AC pipe. If the Contractorelects to use AC pipe, "D11 load shall ··_be 1.5 .tnnes ofijC pipe, '(Min.) :>:c. 12 ''::Bedding·shall Ge:per CNB STD-31-b_-6 and shall be used in all utility trenches except electrical conduit. COSTA MESA SANITAR'C DISTRICT DI.STRICT c.A/q//V~cR • i SHEET , __ _ 1 2. 3 4 5 6 ·. 7 8 9 10 11 12 13 14 15 . 16 .17 18 19 2,0 2.1 . 22-26 27 28 29 30 31 DATE SHEET INDEX DESCRIPTION . TITLE SHEET- HORIZ.ONTAL CONTR,OL PLAN DETAIL SHEET • DETAIL SHEET DEiAIL SHEET STORM DRAIN DETAILS UETAIL SHEET PLAN & PROEILE.CENI.ERLJNE W.C.li Ta£TA. 17+00.00 .P..LAN & PRDFILE STA. 17+00.00TOSTA. 23+0.0.00 '!'LAN l" = 2.C1' SCALE INJERSECTION WCH &.SUPERIOR AVENUE E'LAN..l" = 20.' SCALE..SUPER.l.0.1':t.A\LE.NIJEFROM-STA. 19+50 ±TOSTA. 23-'-00,00 PLJI.N&.PROEILE.WEST GDASTl:l:l.G.HIW\YFROM STA. 695+00.00 TO STA. 698+00.00 ELAIIL.&J?ROEJLE. WEST C.QAS.THLGJ:IWAY FR.Ol\iLS:.TA . 69 8+0 0 . 0 0 TO ST A . 7 04+ 0 0 . 0 0 Pl AN & PROEJLEWEST COAST HIGHWAY FROM STA. 708+00.00 TO STA. 715+62,00 ST-ORM-DRAIN E'LML& PROFILE , SIORM DRAIN PLAN & PROFiL.ic .. G.RAD.LN.G. PLAN .GRAD.ING PLAN WEST OF SUPERiOR AVENUE STREET LLG.HTS . SEWER.RELC:CAT!Ol'LPLAN TRAFFIC SIGNAL MODIFICATIONS .llETOUR PLANS .. CBANNELl:Z.ATIONPLAN SUPERIOR AVENUE CHANNELIZATION PLAN PCH E/0 AND W/0 BALBOA/SUPERIOR LAJllDSCAPING-.& . 0//E/?t.,4 Y Pi,4Al~L'/PEA"IOl'i' .4Vc. ,4;VO PL4Cc;V77;4 4VE A"~$ T/? I Pl AltiPL4AI St/PEA'/()/? ,4v'E. ,47'✓0 P~4C£",1/,7' /4 4//£ ,- BAS.IS OF·.BEARINGS ;THE BEARINGS S~OWN ·oN THESE PLANS ARE BASED ON THE CENTERLINE OF SUPERIOR AVENUE BEING. ,N0Rlji+40° 38' 03n EASTA.S SHOWN ON THE eALIFORNIA DEPARTMENT OF TRANSPORTATION COORDINATE CONTROL MAR FOR RbUTE Vlll~ORA CCGIJi) ilLlll . • ·• PROJECT BENCH MARK • ' ' ' -NBZ-2-6,6:,ocs.DISK, 200 FE~T\/1/ESTEflLY OF CENTERLINE SUPERIOR, 40 FEET NORTHERLY OF CENTER- 1.c~.!\UI PGH ON SO.U,THWESTiiR-:!'"c'-¥ !s:.NIJ CQNCRETE--CURll AT NORTHERLY CORNER OF DROP INLET (EL 7. 524) • :DclSC-G-ON,ia,,USEDNAIL SHANK AT ELEV 7.'520 PER S-102/12. 5. (; ZIB 8UILs r al''' C . .ortstruct.clrainage.inletType 22S_ per Caltrans Std. D-7/? wnh gutter depression per Caltrans Std. D-78. , 73 Construct drainage inlet Type QC. per Caltrans Std. D-7Z with gutter • WILLIAMSON~SCHMID · STREET IMPROVEMENT PLAN SUPERIOR AVENUE AT WEST COAST HWY. TITLE SHEET depression per Caltrans Std. 0~78. • • 74 Con,struct 4"•diameter perforat~d drain pipe. , -7!5 -:t3.o~sfrvcf :Ctlr!:ri.nl'it lj,oe ~t:...p"=. sf<l 3.acG=t.-:tv~l/;_/~c..dL&p~<1I'=ion • per si'd SM. ,-,L.(IV I ,ti per p/tin,) . • -! . 17782 SKY PARK BOULEVARD • IRVINE, CALIFORNIA 92714 • (714) 549-2222 . APPROVED BY DATE R-5469-S CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET ! OF 31 -..;J.N. 75333 I . I • I ' i . l ., " ·' ,•) -'1-{ d ' ; l " g""""""""""'=:amm,"""""""'"""""""'"""""""'"""""""'~--===-=-===-"""""""'~"""""""'"""""""'"""""""'-.,,,,..,.,..._======-~-~-=---"""""""'=--~----~~===----==-==--~-"""""""'---===----=-~ !\ . 1 ~-~ ---'-... ~----'..... .......... V. '----......_, .................... c:..,....,,..,_,""'9' .......... ........ >-~ ............ ..................... ~/~ ---............ ............ .. - ---' --------------... ... ...... :::---~--... ..., ... ........... ........ ................... ' ', ' ,, ' ,, --~---,. '7 5CALE' l''•l00' 2/o 61 g IUTERSE.CTIOU P\...ACS.\..JT\A A'-llS. "'i c;....:>Pe.RIO'R, A"S . 41 + l~.4e. CONSTRUCTION NOTES @ Construct standard surveyors monument per Std. 116-L. @ Set spike with washer per Std. 116cl Note 2. I; ' I : ; i ( ) 7\ R L-T ' 1 tS~ ?T•&+• tooo.od '276!5'5' 140.\lo' e eo&• '?>\' tG" ' 'Z.00.0C zw.1e,' \3ci,.'Z.S' 5 .ArG0 o-c:' tS't"11 -'\aor::o se.e..or' ITO.s,4' 4 ?1:>o \'3' ?eu 400.od ='!>.156' '2.0!>.'2.S' '5 3z•071315" eoo.od t~.GO' GT.\c'P 1 G ~0 e4140" 1000.0C 1Co4.'<:!G' ee:o1. I < G 0 "ae's-4' 4000.00 "4.e'?>· 'ST."2 .. I (3 ,,. 413'013" 1000.00' 205.';):;)' 105.SC.' :'.) I I O 4£:3' OB" 1475-00' 303.8'' /52'.45' JO 3° 37' 31" I 500.00 .,4."'1' 47. 47' HORIZONTAL CONTROL SCALE . 111 = iOO' THE eaAR\l.)G'=, ':>HO'-"U O'-' Tl-\\':, P\..A\..) I"=> J\3A"::,'i=.P OU 'fHS CEl..)TSR\..IUI=. OF "!,UPSRIOR A.._,_e:;. 61=.l>-.:>G 1-). 40° 3e,• OS" S.. A"=> <S\-10-...J\..O> OU -r\--15. Gb-1...l'FORUI""-. D""-P.o.R.,1-AS.U, C/F-TRA.U"::,POR, .... ,,ou CCC.~O\U .... ,IE.. COI-JTROL-~p FOR RO<..),S. = (c,E_.,-.,... I\\.\\) PLAN »t PER CALTRANS C.C.M Ill.II PT" II-A (C.C.\.;\. II< .11) 14153, Z'I' DATE BY \.lE:\\JPORT '° I RE.VISED E:DGE <:>F MFR0VE],ie LIUe. CltJ LU.C.HUJY. UJE:STO!""SlfERI DESCRIPTION REVISIONS APP'D. WILLIAMSON~"o-SCHMID 17782 SKY PARK BOULEVARD • IRVINE, CALIFORNIA 92714 • (714) 549-2222 \: l I 1_; II i'. r.-:c==-::::---------------------------fl )'; ; APPROVED BY DAfE APPROVED PUBLIC WORKS DIRECTOR RE. NO. 11800 DAT II -22-82 DESIGNED s: T. CHECKED v. A. M. DRAWN e. c. \-~ '''·'.1 "-; '' ,,, i_;;,.i{-'-~' HORIZONTAL CONTROL PLAN SUPERIOR AVENUE A.ND WEST COAST HIGHWAY CITY OF NEWPORT BEACH R-5469-S PUBLIC WORKS DEPARTMENT SHEET 2 _OF 31 J.N 15333 R/N /C' t." 15 V-17/TCH UP TO STA-J'!> -1-35:-00 5(p R/,W 10' r -11 c.o % I --,-13 ,:::::.:t:>:':":.-.. /;4 • • .. :o ... . !P"' ,. g /.tJr .. ' ••• --4 ,,o t.o' r ;tJZ '· McOIAN CONST. TO 5TA. Z+ 59,50 7' 8' TYPICAL 5eCTION SVPERIOR AVENUe 42' • ,i STA, '22+02.00TO 5TA. Z~+oaoo VA Rlti:5 ro· 5TA 17-,. 8/. ,;,s VARl!:5(44 1(/P· TO 5TA. /7+9,P. 88) 13 44' • .. •V s .. .. , . • .. ,IJ .. ., • " , .. /'7 /~ I . • • ~ .... co <>o""°"" i, 1!!_11,.,oOe /}' rYPIC.AL SECTION SUPER/OH A VEA/Uc STA. 17+50.00 ro ST'A. Zl+00.00 !3' I I0/3' TYPICA I.. SECTION ' .. TYPICAL 51:CTION SUPERIOR A VeNUE" STA. 1/+ 17.10 TO. STA. 12+8~.48 7CAt-G: 1-M/Z.IZ, l"•t/7' 1/G!Z;; l'',:z.• (TVF'lt,4l} •• ., • ,jJ •• 0 44' I l?/W //7, z." ~.(lo/. - JF-~: <?4 R/w 10' /()' Is ·1:-..... ~~ ::."•·. ,g• I!>:. 4' . . .. ••• /0' V-/:>ITCH UP W STA. JfP f /(J.00 ""'-"' """'-. -<t ss: ·"-~~ '\:'."> 10' _______, ,,, • "' "" <SI 2.0% ~·; : • A":·.'. :i ·. '. ,. ' "" .,;. 10' i,- "' "' -.. l ,A RET. WALL CONST. &-"" , (oAI J e,urzr/fi) /'l-0 -- /20' 7"APE31< 40' ~ ~ LJ ~ 10' 10' 1/J' " JO I ~ ~ ~ .<S' ~ ~ ,,; ~ ·--~ ..--...,._ <:' ~ CV/?6 '< "" ~ i .., . '' R!=F. PL.A/'J NO-8 f VARll:5 (!OZ'MIN.) TYPICAL SECTION SUPERIOR AVENUE LIA/€ oD R/W 'SIOE'WALK f C fG ReMOVAL ( NE'W CONST. TO 'STA. Z/+55. 53 FROM STA. _-ZT:"'-J.9-;;g,_,r·· TO STA .•• ··zz-:,:. s:cr:1T· ••• 51"A. Zl+00.00 TO STA. zz+oz.oo C,/ cCONS TRUCTION NOTES ® G) @ @ @ (8J @ @ Remove cxTsting AC. Construct 0.40' AC over 1.2' AB w/prime coat. Remove exisUng curb and gutter. Remove existing PCC. Construct PCC curb and gutter Type"A" (8" CF) per Std, 182-L .. Construet PCG curb and gutter Type "C" (6" CF) per Std. 183-L.·. Construct 4" PCC sidewalk per plan & per Std. 180-L. Construct concrete barrier Type 50 per Calttans Std. A 7 5-A modified per detail on Sheet 4. • Construct pattern concrete. See SP?CS for color and pattern. Protect in place as shown on plans. Street excavation. CDN-sTRUCT Y-DITCl-l PE:f<. PLAN AND Piaf<. DE:TAII..-" D" ON St-\Ece=1 c;; CbNGTRUCT V-DITCH P;a.l"<; f'!.AN AND PB!'\ Dl=TAIL "H "ON SHlaE'rr c;. -1 WILLIAMSON'¾-SCHMID 17782 SKY PARK BOULEVARD • IRVINE, CALIFORNIA 92714 • (714) 549,2222 APPROVED BY 001: u,100 il!f/#t?~~O~?//eJ,1./S_~ LY8CA'-$4'&"/.FG'N'S r#,'._CC.d.-!/,#/C-4T?clN..Pll/itP&?S:.:.5,. APPROVED ~(J)u., PUBLIC WORKS DIRECTOR R.E. NO, 12806 DAT II-22-82 DATE BY DESCRIPTION APP'D. DESIGNED DRAWN DATE ir-~--~---------------1---1-c-'5'"._T.:.:.· __ --J._=e:.:.·..::c:.:._----1 REVISIONS CHECKED DATE ..I. A. M. 1,-IC\-Bz.. MISCELLANEOUS DETAILS SUPERIOR AVENUE CITY OF NEV/PORT BEACH R-5469-S PUBLIC WORKS DEPARTMENT SHEET 3 OF 31 J.N. 75333 l ' ' ' -i~i'.~;.;-.,_-_..;- 1Z- 10- 66- 'W /0' 5"C4LE: k'v'R/Z: /'=/CJ' //ERT: /"•?' 5"EE SHEET II FOR PLAN CONSTRUCTION NOTES Con,truc.t c.onc.rete barrier Type 50 p~r Cal trans S tel. A 7 5-A perdefai/ on sh«1I-4 Construct variable 1height retaining wall per plan hereon. lnst~II 1 '.>" ACP water m~in Closs 150 Install air & vacuum release valve assembly per Std. 515-L. Adjust existing valve cover assembly to grade. LowPr Pxistin~ fire hydrant assembly to conform to new grade. Construct 4" diameter perforated drain pipe. ~ ~/l€£l0/.2. AVliAJtle" ~iT4 /f + 69. CJCI --------·------ (,,' --------------- 40' -- 4t:4l-l!:: J,/Olt./1 Id• ;(J' ve.er 1" = 2 1 t?. 5t7 H/llf. C~t1..?.A"'4NCII!" /.0/Vf,T, /t)j t,,= /2" ,4t:,P CLA55 150 WATERLINE PA'Or't:?5/!f'P / J? ovc r ~,v.e ro41d c.::wsr. Q,Y ,,.,,..,.,, rJF.<dF. -oRlJ/EWA Y lllJMP P2tJj::/t.t:; • <2 ~TA. lt/-1-Bt/ 00 5€:E 5/-IEET II FOR PLAN II: k II\ Ill> ~ ~ ~ '-~~~-"' ~ ~ S) 1---; ~ ~ '1~~ ~ ~~ ~~~ ~ I§~ "f '(, ~ L•?5.t1tl' ~ ~ ~ tr, 'l\i .... ~ ~ m ~ I>< I}; "i "i 17 I 13' ~I\ ~1~:): ~ ~I Nh.~1-il-:k i--,t. :!:~";,:;I,!~ (;;~~ ~lQ\l:~\t~ ~~r,i N7:,. 't,1 'L0Z5.00' ~,1------'--'L:_•.::c~c=Zc.;· 0:;0:..'-------J ~ ~ ll.: 4.#8". ~ -- h k. " :::i ~~ ~ ii)~ ~ \.; . ~!l ~~ ~K ~ (),_ ~ ~ ~ ¢i "' f... :,_ Ill 1K 'ii '<'i ~ ~ ~ ' L·4 ,Gl:> ' iii r,: ~ ~ !,\\ '.: ~ "i ~ •l7.B7 "-~ L•.?/?5' /ti, .... -.I M " " " 1 ~ ~ I-_r2g4.47)r.w:,__ _ I" tu ~ ~ ~ ll( -l ! ~ ~Jr.w.:_J .... ~ ~ Q) it-~ ~ ... ~ "'" I ~Is ~ l<j ~ It-~' ., Ii' .. ~ '" ~ ' l4.74~ \\I -84 -80 L• $.tltl RCJ,4,tJJY.4Y SU R/"4 CE '----TOP Clr Cd#C,PETE MRR/ER --9101:WAt..K F/NISHcP 5"URFAC5' /,J' I /j' I £ ST4TION 5t!PER/OR .4//ENUE ( 'SEE 5HeET 8. f 0 FOR PLAN) ?t1 I CONCRETE ,r5ARR/JfR PRO~/LE -TYPE !$,t? 5C4LE: //tJR/Z: /"=4't7' f'ERT : /"=/CJ' T. W. ELEV 5HCIWN ?" CP" 2• f:I ON PLAN f PROFILE ~~---~ BA RRlcR .. • '<I "'4 CONTINUOS {TYP.) TR El.EV 5/-IOWN ON PLAN f PROFILE !O" R. ~ ao ~o o .. . . . . . oo O ooo O Si=CT/ON A-A CONCRETE SARR/ER TYPE 50 0£.TA/l SCA Le 1" • ,, -10 -61, <;:, 4.b' 8.00' lo ~"' le "' k " I..; ' "' " "' "' "' R "' I)< .; .. -ff " " " 4" PCC. McDIAN • FIN/5H£P StllfFAC£ l:X.GIIOUND OISCH. "" " I..;"'--h "' " "' "" " <;)\:) <;:, '\..; ":h.: "' .. ~ f:ln "-f() $:) -N " .. "' f',.~'iS ~K "' "' "' " " (\J "' j)' "' " • <ti ~-K."i-"' " .,..: -_j. -" ---=, t\l t\l "' ~ f\J ('J 'AIN P/PC L TO IN " DWY Ill<\ le " . k , " k " "' • ,.,._ ~ " "' i-~ .,-: Q< t\l " N " "' "' STATIONING ALONG 'E: 5UPE/?IOR A//e". -62 --~-' . RETAINING WALL PROFILE _RSF.PL.ANNa!3(!1 5CALE5 :HoRIZ. I"• ZO' VERT. I"• 4' _. ___ _ ,· -•. • • • . . 0, L <ll e" I "I' w. ,, "N'' • _l_ • ~ -7a:. 4" PIA. P£RFCJR4Tlf P OIU/IN PIP€ -:;,z .,&="/ll/.:!!Vi'60' e:z-,c· ~ o.,.c:=-.:S-/~ OIMENSIOAIS 1· Re1iJFb1?C'tA1fs• 5rElfL •• • ••• I{ (M4X) -, (MtN) -• N (MIN) •, if) 114/lS IJ) MllS . s •-[3H q'.:._6" - t'-11' #'4 ~ !SZ" 4 4 tffJ '32" 'J' -,1• ()' • 10• :$'-b" .:f 4 /P7 'JZ" .,;;-4 t' 1zu --~-- MISCELLANEOUS DETAILS -SUPERIOR AVENUE 17782 SKY PARK BOULEVARD • IRVINE, CALIFORNIA 92714 • (714) 549-2222 APPROVED BY DATE BY =sM1-1= DESIGNED DRAWN DATE ~~-~----=-=_n_v_~ ___ _L,IIPl"_D.--1--c-c=5~T--1-c-·=-="e:""'.-""c---ll· •. CITY 8£= l\'IEWPORT BEACH \\-l;l;fl? REVISIONS c':;,~E~. DA\\~l1.-6-Z.. PUBLIC WORKS DEPARTMENT SHEET 4 01' 31 J.N. 7'5333 ·, I t- /- {-) l- (-):Z- II CONSTRUCTION NOTES ---------·----- G) Remove existing AC berm. @ Remove existing AC; IZ Construct variable thickness AC overlay. Cold plane existing pavement per detail on Sheet 5 to provide a smooth join to the satisfaction of the Engineer. Construct 2" AC bicycle trail as shown on plans. Construct PCC curb and gutter Type "A" (8" CF) per Std. ~82-L •. ---,----- Construct 6" AC dike Type "B" per Caltrans Std. A-73 & per dike detail hereon. @ Street excavation. @ Construct gunite channel per plan & per Detail "A" on Sheet 6. o/i}-Z:onsrn/c·l Cl. 55' 4. C'. o,rer .l.?7Z75:·w,r/Lpdme coal: •• ·-••••• ··-----·-· • 14 16 /00' v.t. 1/1 l 8' 1dO' i/.l. -I 17 If 100' lf.l. ......... 0 ......... "'-......o....,_ --t---· I '-.......__ • ---(-)/ /t7d' KC. /170. i/ (, -(·) 2 l • ?./0 1 Gt./PE/'i../Of'/:. AVENUE ~1.//leRet. €VA7ION P/Ao/~A/11 sc11le, 1101<12. 1 11 • 4tJ' , i/t:tZi-1•,,z., RjW R,W 74 1 VARIES 5z1 EK/ST. PAVEMEAIT WIPTH VARIE5 e. VARIE5 (p SEE JOINT DETAIL ON THIS SHEET e4cK r-Z<. E c~p,,;cr n::> ?o¾ 1 Af'E~A'??'Vt= 1 co,,,,,,P&C77c:M,/ PA'/0,<?' n::, c..v..-:1..uNet: co..vsr,,evc:= r/ oN __ ) 12' B' I j SEE DIKE DETAIL ON THI!> SHEET CX/5T. PAVEMENT WIOTH VARIES I I ---- s ~~ SEE JOINT PET.AIL ON THIS SH€ET ~' TYPICAL SECT/0,V WEST C0-4ST I-IIGJIW4Y rR04'1 SM. 7/c?r50 W .STA 714 rOO .SC,4LPS .' #(J,(Zlc. / 'e:. j?o / f/GA!?T." //'~ ,e / 0-IO A.C. 0//l:RLAY IZ' 8' SEEOIKe j.., DETAIL PN ::, tu THIS SHEET ¥ ~ ~ -.J E.Yl'ST PAVEMENT Wlt7TH VARIES I. o· EE JOINT DETAIL ON THIS 5HEET TYPICAL SECT/OAI WESTC0.4ST /I/Gf/W4Y rROM STA ?'/4r00 70 STA. 7/5.,..CDZ COL() PLANE €Xl5T. P//M'T 0./' OE:EP PRIOR TO OVeRLAY SC-4L£G: ,LlcJRfc. /'': ZO' //£fr. /1✓==z" PAVeMeNT MIN. SHOWN ON WtOrH PLAN _J~;:::"S~;s;;;4~'~j~c::: SURFACE JOINT OeTAIL A.C. DIKE DETAIL DAT,:____:_:11_-..=2..:.2_-..:.8=..2 ___ -f MISCELLANEOUS DETAILS SUPERIOR AVENUE AT WEST COAST HIGHWAY APPROVED BY DATE BY DESCRIPTION APP'D. DESIGNED DRAWN DATE fl----'---'-----------------'--,l---'5'.::.:.·...:'T.:._. --+--/!:._. _C._. ---1 CITY OF NEWPORT BEACH R-5469-S PC£: Wrlo CHECKED DATE ✓. A. M. -t <>_ -12,2. REVISIONS PUBLIC WORKS DEPARTMENT J.N. 75333 . i -/i I 14-.00 r.w. I Pl.AN . 1/ 1 1 I; // n.so F.l..- Secvo.,v A·.4 G,f - ------------------- _ ~;;,;;,,;rz:7N'F/NO/C4TES ·.s,?o~s Og'_;r"A/$ -_:____,jt!~J' S/0£. OP /:t/}!•$7:_CO_.,,ST ,¥,f:Jf,4/ty;V! __ _ __A/j(Q _$.<?Pc,E'/OR A«,g:,voe. 5&0 -c-3Z50 Concrf?te or air p/qced concreie reJ1;.,t'arced W✓'th ti, ''x tiJ" -/Ofio .:1r::,,9e vv. vv. ./. ?fo" /. 4"¢ ,P7<7s-/,c weepho/e,;; lli!-----7 ""' ~ Ill// S'✓de cl' 5/4,_,pe e,nfJ /'.,tr,,< i@ /tJ O,C. plt1ce / c. -I: o,C # g rock. in burlap 5ack ar each weephole, bot'h 5ides ----------- 55 Jlil"'llllal f u\s.ll@nE111 5GCJ-C-5?50l?CC. 56,.0-C-5Z50 Concref-e or air-place¢ co11crere re/n~orceo' W/th ti,.1t Ce, -/cjlto Ga9e W.W. E "B// -r--,--//,f--5-5L.-A--~.""'. Z,-,---DAYL.JGUT LIN/a -Z_::-27' /.0': ~-V -+ 4' 59 /Z. I 4-' 7.l-.WP-6_- ~ 5ei,O-c -3250 Concref-e or air placed concrete rein'rorced wt'f'h ~"x G'' -/o,..h'o Gage W.W. r. ~ 3:c;," ~ -~-~~--~-,':\ :z.' ..._!:!ti 2.oif • .•:; ,·, • . •. _.-.• • .-11 ~ 3'---o'' 5U>0 -c-gz50 Concrefe or air placec/ concrere rei'n~orc.ed WHh 6" x C." -t0//0 Gt:1.9e ff. W. F. I AIT£1f'ccPTo-R "//" 0-RAIA/ Oe T.4/t. "II'/ P~AN ' I /.J.ETA/l. Sc-a/4-s:/hr,j.·/~4' ;'e,r:/'~4• 5'£CT/ON C·C CONSTRUCTION NOTES @) @ @ ® @ @) @ ® Construct concrete encasement per Detail "C" on Sheet 6. Construct terrace drain per plan and per Detail "B" on Sheet 6. Construct gunite channel per plan and per Detail "A" on Sheet 6. Canstructpc,:;downdrain per Oetail "E" on Sheet 6, Construct reinforced concrete outlet structure per Detail "A" on Sheet 6. Construct splash wall per Detail "E" on Sheet 6. Construct "V" ditch per plan and per Detail "D" on Sheet 6. Construct "V" ditch per plan and per Detail "H" on Sheet 6. @ Construct junction structure Na. 1 per Std. 310-L . ~----;-l7t:'",.,,,..-n--1c--· · , · ----~~ ~Ca,;s--,-,--vc. _,.,__~_§Z'"-'lll'7 __ /,,,_e___p.,rp,,,-n. __ ·-··-- @ Co//sfrucf 18".R.CP (",?000-0). @. -:CcM:'i-rrvc:;-·7z"x7c"'._co.4~et~ droln bo,,-'·w,,l/2 cc,sf /h:m gra~. ; 5iPO -C-3Z50 COncrere or air plt1cect col?cre-fe reinl'orced wif-h tl,",,; ,:P, " - ,,~:•-/,o •• ,. ~r WILLIAMSON~o-SCHMID 17782 SKY PARK BOULEVARD • IRVINE, CALIFORNIA 92714 • (714) 549-2222 APPROVED BY P.t.AN r?CJUNO CJ/=F TOP ~ 0/,</'T 8cRM ca#P4C"Te,CJ i m ,P,:,,,-. Rec. OL!',vs17-Y _,__A'1Fl~ !J-7-& r//Ttll?E Cfq S £C7/0N ,0-L) ///4JT6: TYP6 .5 Cc.#EA/T S#,ALL .5e C/S,!:,CJ FOA' -4LL P.C.c. O,R-4T T//E OPT/CJ,VCJr T#E C<7/VTRACTO,q A 7 SACK C,5",,We,f/T /H/,,t' ,,Y.,4,Y /3G' u:seo. APPROVED aa.;u.., PUBLIC WORKS DIRECTOR R.E. NO, 128OG DAT 11-22-82. STORM DRAIN DETAILS SUPERIOR AVENUE AT WEST COAST HIGHWAY DATE BY DESCRIPTION APP'D. DESIGNED DRAWN DATE 11--~~-~--------------~'----1--5::..:... • .:.,T. __ --+_--=Ec.c·ccc_c._---1 CITY OF NEWPORT BEACH R-5469-S CHECKED DATE ✓. A. M. ll-l "(-i';,.Z. -REVISIONS PUBLIC WORKS DEPARTMENT SHEET 6 OF 31 J.N. 75333 R/.W 68' EXIST. Pvur. WIOTH V,4RIE5 z ---l'""i t--/' ;ill, ~~ ~" TYPICAL SECTIOAI WEST COAST /1/6/.IWAY FRtJM 5T4 't;95.,.c:7t7 TCl ST.4. ~9Gr00 ' .St::!,4L..CS: #t?J2'/2. ; / ,,;. 20 ' J/PRT.: /"~z' w ti8' EXIST. PVMi. WIPTH VARIES 2 /' et TYPICAL SECTION WEST COAST , /116/IWAY r/?O# STA G?~ rZ5 TO sr4. <:Pg7-r50 se,4,c.g-s: ,t:/1:::>.e/J. / '~ 20, vc,e/. /"'=£' CONS.J:8UC_TJOJIJ N.OTE$ __ . @ Remove existing AC. 0 @ @ Construct variable thickness AC overlay. Cold plane existing pavement per detail on Sheet 5 to provide a smooth join.to the satisfaction of the Engineer. Construct 2" AC bicycle trail. as shown on plans. Construct PCC curb and gutter Type "A"-(8" CF) per Std. 182-L •. Construct 6" AC dike Type "B" per Caltrans Std. A-73 & per dike detail on Sheet 5. @ Street excavation. ® @ _ -@=--= C.iii:lsrcuc.i",gvo.i-l-~ cfi<?-tt'1.<'/.farp/on _/ ./,i,rbl/"4' "on s/1,="i'.·c;..: -: R,W Y/llflt!S EXIST. PYMT. WtOTH VARIE5 5€€ .JOINt OETA/l. ON SHEET .5 I TYPIC4L SECTIOAI WEST Ct?4ST /-IIGll/1/4Y FROM S'TA. G'ff7-,,. 5(7 re> STA. C.98-rG5 ScAc.e: NoK/J. /N=zo' t/,!:,e/, / ,~ 2 / / DATE BY \ \ \ \ \I \i Q· ~R/4 s EXIST. PYMT. WIOTH VARIES E ;<1sr. VRE r.e,41,:; z ........ -11--1' ---\ • I E,i(/5"T/N!l 0/RT C,4'4,VN€L ---'-----'.--:---~ Tl) -s;TR,PPEC' ,9,4C~,<"//.?.:0 .. J 4#0 ca,,,,,,,,4,:-7,g,e, 70 &2' R.:L. .. ___ ,?e'"tl/$"/T,J: YAl?l.i6 ... -;t, !< I ~•I_ SE€ JOINT 1-.. OcTAll. ON ~ ~ SHt:cT 5 >t, ~ ..J TYPICAL SECTION f't/eST C04ST H /t:; ,LI 11/ AV FROM .ST4. GY9r.50 TO sm. 7CJ/rt!?CJ. 00 SC.4~t:s.-/,/0.I!?/~ /;'/=&'t?, VE£T. /1' -= 7' R. w ' \ 9~' \f "'"'"" - t?,J' \ £}(!ST. PAVl:MENT \ Wll?TH VARIES I' 2 \ I' ~ J/4-'f lE5 (\ ~ I \ ~ tu \ ~ ~ 7 \ '-I f PA.QteS .,,,,....,,,,...---\...._ n \ 11/,--\ !i$ Cl / .. $8lo ()",fo 5EE ,JOINT 01!:TAll. PL/TU£€ Ctll'f8f &UTJ'l:A' " ON SHc£T ~ ~ ~ ' '-I TYPICAL .SECTION WE.ST C04ST /1161/PY,4 Y F/.i'O,# STA. ?CJ,/.,_#-98 ll:' STA. 7CJ.5-r#. g3 APPROVED BY APPROVED l,{:;Je/~ : /" ~ w, 1/t!i'~T,: ~/"=$" WILLIAMSON~/)o-SCHMID CONSULTING CIVIL ENGINEERS AND LAND SURVEYORS 17782 SKY PARK BOULEVARD • IRVINE, CALIFORNIA 92714 • (714) 549-2222 DETAILS PUBLIC WORKS DIRECTOR R.E. NO 12806 DAT II-22-82 DATE DESCRIPTION APP'D. REVISIONS DESIGNED 5.T. CHECKED .J. A.M. DRAWN E. C. CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5469-S SHEET 7 OF 31 ' ' ' : ! I ' ' I .• ,,, j] I I Zt __ \;3° re..;• ete,11 ·---zoo::.~001 • -4,:p. S-'31 _____ es.zt·l. ---- ee -. zs -~ea,,~_~e' t711 _ .1Goo. co1 __ 74 .. Bs' __ se,._1z_ 1 __ --:_ / .=-~-4 :-- 9/72. DIETERICH-POST 2101B .003 FILM .. ~ -I FROFILE."5.C~CE_ --+ l-loR·1z.·. 1" ~40' I--\· - veR-r. ~ \11 =-e' i---- ~ f- \G : I - i ; \ I . -·--------r coNs TRucr10N NOTES I G) Construct O. 40' AC over 1. 2' AB w /pri111e coat. Construct PCC curb and gutter Type "A" ( 8'.' CF) per Std. 182-L. Construct PCC curb and gutter Type "C" (6'' CF) per Std. 183-L. Constr_uct 4" PCC sidewalk per plan & per Std. 180-L. Construct concrete barrier Type 50 per Caltrans Std. A 7 5-A 'P"'r detail on Sheet 4. Construct curb access ramp 'case "E" per Caltrans Std. N 8 B. Construct pattern concrete. See specs for color and pattern. - r ' . ' . ·@-c:'iiiisfrt.icf I" ?f/.C. Set. ✓CJ. /'t7r /',,,,',,,re /rnj,:;r/017. I ' ; I I I I ' . )" I l -l -----------------------;··~-··-Ji ., WILLIAMSQN<½o-SCHMID CONSULTING CIVIL ENGINEERS AND L'ANO SURVEYORS 17782 SKY PARK BOULEVARD • IRVINE, CALIFORNIA 92714 • (714) 549-2222 DATE :ec,r.-af?\QGQ ; ii PLAN & PAOFBLE }4' •. Li SUPERIOR AV_E. _ F.ROM , !( Cf. W.C.H. TO_ STA. 17+00.0Q i < i 1---R_-_5~4_6_9_-_S_1\-··1 y SHEET a OF 31 I _ CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT I• 1, -J.N. ?5333 ------ . i ffi ~~ ~ ·-. ~ J . ~ - JirJ - ~ = . ffl -~ . -~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ -~ -a~ ~ . ~ ~· i - ~ ~ 'l -~ ~ I f , ~ t= ,_ i 17 20 SUPER/O,e • 2.\t. T i.,.,.~ F'ROFI\...E SCALE. t-\OR.l'Z .. : \11 : ~o• VSR'T, •. \" = &' ' .» - AV£A/UE ~ . -~ I I ~ ~ I i ! - ~- - j _! DATE BY I ~ I I CONSTRUCTION NOTES .. ,---/ r~ ~ ' ? '/.--- Remove existing AC. Construct 0,40' AC over 1.2' AB w/prime coat. Construct4" PCC driveway per profile at Sta. 21+92.5 on Sheet 4. Construct PCC curb'and gutter Type "A" (811 CF) per Std .. 182-L .. Construct PCC curb and gutter Type "C" (611 CF) per Std. 183-L. Construct 4" PCC sidewalk per plan and per Std. 180-L. Construct concrete barrier Type 50 per Caltr.ans Std. A75-A modified per detail on Sheet 4. Construct variable height retaining wall per plan on Sheet 4. Construct pattern concrete. See. specs for color and pattern. Construct residential driveway approaeh Type I .per Std.'. 162~L (W= 16') .. . Consfrvcf /" P./7,C Seh. ,;ftJ f"or ,"v,'vre /rr/g,,.,'/on /,ne. Co,-,slrvcf ./" /Vdrer servri:e per $',',✓. 20&-L. WILLIAMSON~-?o-SCHMID CONSULTING CIVIL E.NGINEERS ANO LAND SURVEYORS 17782 SKY PARK BOULEVARD • IRVINE, CALIFORNIA 92714 • (714) 549-2222 APPROVED BY DATE o/f: \\-('\:fi'.2-- APPROVED aou PUBLIC WORKSDIRECTOR R.E. NO. I 280G DATE__ II·· 22 -82 PLAN & PROFILE STA 17 + 00. 00 TO STA 23 +00.00 I ' DESCRIPTION APP'D. DESIGNED DRAWN R 5 69 i • s. r./o.e. e. c. CITY OF NEWPORT BEACH -4 -s .. '' 1 I ' .. ----;;;:-;;;;:;,~;;:;;;;;;-;~;-:;;;;-;;;:;,:;------------------------------------------------_;_ _______________________________ ,;_;, __ ..;..""'." ________ ....J _________ ..:R.::E:.:V:.:.1S:::.:,:ID::,N:,:S:..._ _______ ..Lc..;'j::'..E..::C~~:~~!-_.J..D_A_TE_.;__...l_~P..:U.:B.:L..:IC_w:..:.oR __ K __ s:..:.D.::.EP __ A __ R __ T __ M_E_NT __ J.:s __ H.::EE:.:.T_:9~.::.0F:...::3~1!.J : ' 9/72 O1E.fERICH-POST 21018 .003 FILM CONSTRUCTION NOTES . G) Remove existing AC berm. G) G) Remove existing AC. Construct 0.40 AC over l.2·AB w/prime coat. • ~ Construct variable thickness AC overlay. •@ Construct 1.0 full deRth AC . . (]) Cold plane existing pavement per detail on Sheet 5 to provide a smooth join to the satisfactio~ of the Engineer. ! (j) Construct 2" AC oicycle trail as shown on plans .. . @ @ @ @ ~ Remove existing curb and gutter. Remove existing PCC. Construct PCC curb and gutter Type "A" (811 CF) per Std .. ~82-L •.. Construct PCC curb and gutter Type "C" (611 CF) per Std •. 183-L. Construct 4" PCC sidewalk per plan & per Std .. 180-L_. ·@ Construct curb access ramp Case "E" per Caltrans Std. N 8 B. ····-·-·-·-·----·--- ?tlll.V& OA7A d £11011/~ {, {: ,v ,y·r;/ 7"A"-lf&/<IT /'ii" '57''!,,Z,, /IJtJtJ. tJ()' 218. '75"' /,t-o. 18' '!,1° OJ' 4Q" ,ZOO. tPO' 11.1. 6tJ' 61. 111 46° tJ7' 51" • 4'JtJ. 00' 5t.t.. 07' ;70. SI' ti D tJ2 I '50" 19g.oo' 15'5, II' 11. 51' 3" 34'52" 19/.tJO' 12.38' ti,./9' I~• 00' tJO" ';.Oo' tJ. 4-'Z. I !I" $4' 52" !ft.. 00' 12.00' ti,. 00' ,#J• 01' '51'1 '!lf:Z. tJO' '!,/S: 62 I /66. 95' '$2' !/('p' 06" 4-tit2.00' z,-,,z. 88' /!JS. II.' . 9" :J5' 08" z,-,, 2. 00' 4::J. 8!1' Z/.97' 94•z4':J5" Jf'tJ. 0()' 73.ti,6' 4S.34' 2• /J' 47" 937.00' :Jti>.4ti>' 18.231 /,f 46' 01' ?711 ~'i6. dO' 2$6.6,f-' IS"/. 60 1 I O 5ti>' 07" 156. oi:J' 5. 27' z. (i,!f' II? 0 19. 32" %. tltl' 4'8.t,,Z' 52 21' 4" :J8' :JZ" 948. 00' 7ti,.8~' 38-45' ... '51• g'j '41" ioo, 001 /()9, 'i',f' 56. '!./' I/Jo •oo • oo" /. 5tl' 4.71' l/30" 00' tJ0'1 5. tlO' 14-Z' ~ ~ t i-~ c,i \j Iii \U • APPROVED BY ;tL~r·r :J-7-85 ,/,1//H 1 1tJ &if e cAr<G 1-11-i£ :t -4 "!,?(/C . &X-r I<€. M • /?,00/?0¢& f?,4C "/',!/t· ,., e,~C/5 e; ctJ/.f&r-A1..1-e" c-rOI< cotJ-r~A qH • I\, u ~ ' w ~ -C.ONS-TRUCT.ION-NO.TES...(CONXINU.ED) SC,4t..€ /'' ~ ZlJ' Construct 611 AC dike Type 11 8 11 per Caltrans Std. A-73 & per dike detail on Sheet 5. Construct pattern concrete. See specs for color and pattern. Protect in place.as shown on plans. Street excavation. Construct 811 diameter PVC sleeve as shown on Sheet 10. Remove .as shown on plan. Adjust manhole, frame and cover to grade. Ct1ns-frvcf a 55 ',4.C'. over /.L'cJ .4.6. ,:,,,///, pr,me coo:,': C<1nsfrucf 9" A'.C r,:,m," "'" """""P"'"'f~ ,,,,,,,-,,,.,, ,v///, :,-,/,/ :s-kr//a,.,,,,' Pole lo be remove by others. Po.le lo be relocated or adjusted to grade by others- C#AiWE/.? ST~.ii'CT<7RA'Z..~=-<W<W /?c. A/. .ll.?i/,~l;'?,2c,~,t~s?r#3"tl'n,,..ld-E'4f/6'. APPROVED e2au PUBLIC WORKS DIRECTOR PLAN INTERSECTION WILLIAMSON~QO'SCHMID R.E. NO. 12800 11 • 22 -82 DAT WCH S SUPERIOR AVENUE 17782 SKY PARK BOULEVARD • IRVINE, CALIFORNIA 92714 • (714) 549-2222 DATE BY DESCRIPTION APP'D. DESIGNED DRAWN o•r• 1r--~-~--------------'---l--..,s'-'-.-'r.'--_-1-_.=ec:..· :::c·=-----1 CHECKED DATE J. A. M. ll-\'\-£,-2 R-5469-S REVISIONS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 10 OF 3i J.N. 75333 . ; : i . ' ' .-i ;:;. _-;.::.,: A ·-L1 @ 45'5'9 'I/" @ 4?,• 'i'l' I/'' -({) tp' 47'25' @ I/' 1¢' tz '' © ?",•1; 'n'' (i<'> 55° /3' 33• /11 :::-Zo' (i) /$0 • (JO' 00" J./ 40° tlO' 14" I '!tl0 41' 04" J> . 14' 7/> 'Z'3" @ l'i' /$ ' 11 '' © _6• l'3 '11'' ® -ti' 41' ft;'' CONSTRUCTION NOTES @ Remove existing AC. @ Construct O .40' AC over 1..2' AB w/prime coat. ® ® @ @ @ @ @ @ @ ~ Construct asphaltic concrete curb Type "E" per plan and per Std. 183-L. Construct4" AC driveway per profile afSta. 19+89.00 on Sbeet 4. Construct 4" PCC driveway per profile at Sta. 21+92.5 on Sheet 4. Remove existing curb and gutter. Remove existing PCC. Construct PCC curb and gutter Type "A" (8" CF) per Std. 182-L. Construct PCC curb and gutter Type "C" (6" CF) per Std. 183-L. Construct4" PCC sidewalk per plan and per Std .. 180-L. Construct concrete barrier Type 50 per Caltrans Std. A 75-Aper'clelbil on Sheet• 4, Construct residential driveway approach Type II per Std. 163-L. (W=30') Construct pattern concrete. See specs for color and pattern. Construct residential driveway approach Type J per Std. 162-L. (W=l6') Remove existing water main.line and plug. Remove and salvage existing fire hydrant and valve. Install fire hydrant per Std. 500-L. Install 12" ACP water main Class 150. Install air and vacuum release valve assembly per Std. 515-L. Remove and salvage -~«i?ting_l.2" water valve. Z4 I CONSTRUCTION NOTES (CONTINUED) @ Adjust existing valve cover assembly to grade. @ Lower existing fire hydrant assembly to conform to new grade. ~ Plug end water main. Modify f'eni'e g17f4. Remove existing pillasters, construct new pillasters, remove and salvage existing wrought iron fence, reconstruct 6' high wrought iron fence with steps to conform to existing. Remove existing ;hie/ cl/'· ,:1q//el s/rpcfure. Construct 4" diameter perforated drain pfpe. Col7sfrucf I" r?I/.C. Sell, ✓Cl ,'or -l'vrvre ,rr/gq/,on. I L_ r !:Kl57. 6" ~EWGIZ 1-4 ' " s~--------t-'-----1----'--~ . ~ = l?A7A i!4 /2AOlt/~ L f?N' o/ 771 '34,o. oo' 261. 17:Z' 'J'So.oo' t.6/5. 70' /90. 00' ?2.52' zoo. 017' '51. 'Z-5 I 4oo. 170 ' . is,;:~5' 40tJ.OO' 3'7 3. i?t,,' 7.50' 23. St,,' 444.0tJ' ,;,o. tJtl' '154.00' ?Jt'J. 25' 4,()0. 00' l0¢. 'i?,' 4./d. 00' /Od.rn' /()(}. 00' /0. 86' /tltl. 0/J' ~6.d6' 1ANf€NJ" 1'31. '52' /4/. 16' llR7' 11. 68' 'l.O't. 2'3 ' 2/3.41 - II/. 6t' 184. t8' '5Z. '57' $¢. ?t, 'i-4-4- l'1.'t6' PLAN APPROVED t2au WILLIAMSON~o-SCHMID PUBLIC WORKS DIRECTOR R.E. NO. __ I2.""S""'O&"----1 DAT JI-22.-82. 17782 SKY PARK BOULEVARD • IRVINE, CALIFORNIA 92714 • (714) 549-2222 l-===c:::--------------------------11 DATE BY DESCRIPTION APP'D. DESIGNED DRAWN APPROVED sY □ATE n--~-~~--------------L--1---=s"-. "'T.---1---=e::.:·-=c'-'---t I -REVISIONS CHECKED J.A.M. DATE PLAN 111 = 20' SCA LE SUPERIOR AVENUE FROM STA 20{·00 TO STA._23+00 CITY OF NEWPORT BEACH R-5469-S PUBLIC WORKS DEPARTMENT J.N. 75333 - ' l : : 693 694 696 f:ONS TRUCTION-~TES .. ® @ © ® Remove existing AC. Construct O ,55' AC over 1. 2' AB w/prime coat. Construct variable thickness AC overlay. Cold plane existing pavement per detail on Sheet 5 to provide a smooth join to the satisfaction of the Engineer. Construct 2" AC bicycle trail as shown on plans. Construct 6" AC dike Type "B" per Caltrans Std. A-73 & per dike detail on Sheet 5. - @ Street excavation. .Construct drainage inlet Type 0$ per Cal trans Std. D 7Z with gutter depression per Caltrans Std. D 78-. s I:) "" I:) " tli .I:) \\s ti:; -!- ~ ~ '< - - ... _J °' Iii ·'\;., 7c A/t?..T.E.-ScESrlEET7 FOR TYP/C4L. STREETSECT/01.JS 697 698 0 C'i ti.:· lti \j 'IJJ II: ~ ~ " ~¾ ' ' ~~ I:) ~ .._ . -!- I'-~~ 1)-" ~ ~ l\j'\\I . APPROVED BY -\__ 'E f"' <;:\ Wi!:6T COA'.ii ~~ "I-<l ~ \II "' % ~·11 DEtAIL "J,, C) '\. ~ i-~ ~ ~ SCALE' I"= ZO' ~ Ill ~ WILLIAMSON<?"o-SCHMID CONSULT I N G CI V I L E r< G I N•E E RS AN D LA NO SU RV E YO R S 17782 SKY PARK BOULEVARD • IRVINE, CALIFORNIA 92714 • (714) 549-2222 HIGHWAY 4·Z5·9l ✓. A-M. ~ WCH. SECTION A-A SCALE.-HORIZ. l"•l0' , VERT. /"•4' PLAN & PROFILE_ WEST COAST. HIGHWAY STA.695+00.00 TO STA.698+00.00 I. DATE lt-D-AT~E~_sv~. _____ 0E_sc_R_1P_r1_0N ____ ___,_AP_P_'D-1. l-D-Es-=;"-_Nr."-Eo __ 1-o-RA_w.=~:.:.-.::::C:.... -.i CITY OF NEWPORT BEACH R-5469-S "-c~,...,,="---_______ R_E_v_1_s_1o_N_s ________ -1.c..::H:;.E:::.cK;..E~o::...._l.0_A_rE ___ ....1. __ P_u_s_L_1c_w_o_RK_s_o_E_PA_.R_r_M_E_N_r __ ,1.s_H_E_Er_;l:.;2:__Df...,;3:.:.I .J = J.A.M. 75333 i 696 cv,eJ,f!J: 0-4TA ~ ,e,,/D/C/.5 c::.G"M!?Th' I //~ 4t:!3,,. 08",,. /a::v.co· Z05. 9;!J ' z. //",:;::;f:5" Or:5H /47;5.aY ~383' •8 //0 43 'C:4" /040.co' 2/4'3/' J ~ !Ii ~ ~~ • 4 G, Pl/465EA./T /03...%>' /=4.5' /07.,:54' 699 . ~-. 11 - 700 ' . 12 " ~ ij . • :e ~ . I ~ ~ -~ 701 ~ IJ ZI ~ " ~ \) I:)" ~ \) 1-1 '4' ..._ \) " ~ r ~ . -~ v 'Ii l's ' \l,; ~ ~ i 'I. ~ ~ is: ' . 703 704 ' if} '• ~ _CQN.S.TRllCILO.N.N.OIES ........ _ ® CD @ © Remove existing AC. Construct variable thickness AC overlay. Cold plane existing pavement per detail on Sheet 5 to provide.a smooth join to the satisfaction of the Engineer. Construct 2" AC bicycle trail as shown on plans. Remov~ existing PCC. Construct 6" AC dike Type "B" per Cal trans Std. A-73 and per dike detail : on Sheet 5. · -······ -· · ---- - ----.. - Street excavation. Ccnsfrvcl Cl. ~6',4. C'. over/. ,ec r 4. 8. ,w / pr/me ,:::,"'-"' /. Construe{ AC driveway. !'OLE T/J BE REL/J&I/TEO OIi' 1/0✓VJ'TEO T/J Gli'AOe BY OTHel!.S . ,~ , , ~5SB 07' N !Ti-'--7b3_1_ __ L ~2 703 - ..&%>.5',;t' ~ ~ lj ~ lj 1-~ "' 'j. \) I'-"' ~ APPROVED WILLIAMSON~-?o-SCHMID 4-25-83 vl/H AOOEO POw'ER POLe li'Et()CI/TIOA/J' ~ (J!JI) t:)0,}U, PUBLIC WORKS DIRECTOR R.E. NO 1280& CONSULTING CIVIL ENGINEERS ANU LAND SURVEYORS DAT" 11 -22 -82 17782 SKY PARK BOULEVARD • IRVINE, CALIFORNIA 92714 • (714) 549-2222 "===-=--------------------'----::-:=-I-DATE BY DESCRIPTION APP'D. DESIGNED DRAWN APPROVED BY DATE I--'-'-'----'--------------'-' -'----f-cc=5cc. T.=c.c-----t-:::=-{;_. C_. ___ \ I I I ~ CHECKED DATE I.,)~ )... !::'.\t,"cA,.J)_,\ ?4£ U,\OCP U-IA-\22. .REVISIONS J. A. M. \l.\'\~2. PLAN a PROFILE WEST COAST HIGHWAY STA.698+00.00 TO STA. 704+00.00 CITY OF NEWPORT BEACH R-5469-S PUBLIC WORKS DEPARTMENT SHEET 13 OF 31 J ,i ' 708 CC/Rf/G OAT,,cJ 4 ;64D/t/S ,C,,GU!,TH I> ..3,,. .37"3/"' /5.:X>.oo' 3¥:,9/' 2-4•3a'42" s,4c3.co· 7<&.&:Y s 7P~"4Z,,.,,. 4.eo.a:, ~o4- 4 ...30 .:57" 3/n /4Zd,.CO' ..5l?. 9.3• 709 13 4 7,4~ 4747' -35. 4:5 , ..=07• 45./3' 710 711 l.i tti ' 712 713 APPROVED BY 714 715 7 \j < tlj i:::i ~ ~ ()'-. ' .'ll \) • ~ ~ Ii) \) 1'; I'-' '1; ~ ~ ~ ~ t ! " iq sl: t ~ f.,; I'-/{) ~ k r:: (I._ !'.) "I/-, ~ '4 L; (Z ~ ~ I'< tl) 1- 1/\ ---t-- WILLIAMSON<$'"o-SCHMID CONSULTING CIVIL ENGINEERS ANO Lil.NO SURVEYORS 17782 SKY PARK BOULEVARD • IRVINE, CALIFORNIA 92714 • (714) 549-2222 I !§I :J-7·$3 J,fM • 4·!?5-n ✓AM Remove existing AC berm. Remove existing AC. Construct 0.55' AC over 1.2' AB w/prime coat. Construct variable thickness AC overlay. Cold plane existing pavement per detail on Sheet 5 to provide a smooth join to the. satisfaction of the Engineer. Construct 2" AC bicycle trail as shown on plans. Construct PCC curb and gutter Type "A" (811 CF) per Std. 182-L. Construct 6 11 AC dike Type 11 8 11 pe/Caltrans Std. A-73.ILper dike detail on Sheet 5. • • @ Streetexcavation. @ Remove <l, shown on plan. . ::;·rt:,7?:::;:,"~1'~:::J::s.#'A°'"".,.., ~ APPROVED r l/'E/11.l'cO BeGIN A.c. 0/l(t' ,rTII. Ttl 1/'ErLECT .,..,,_ J /;/ /--J 'V,l' / PLAN & PROFILE MtJ01r1e11 .f'Ttlfi'H Ofi'II/AI It\ fXII"' -~:o..,,,"--'--•~=-"--' ___,I'--~'--'--'--"'--~ PUBLIC WORKS DIRECTOR WEST COAST HIGHWAY R.E.NO. 12806 • DAT•~~l~I -~22~·~82~ _ _,STA. 7O8+OO.OO TO STA. 715+62.00. DATE BY DESCRIPTION APP'O. DESIGNED DRAWN o•r• 1--~-~---------------'--~1-_,s,,_,._,T."-.--1--'E=--~c"".---1 CHECKED DATE CITY OF NEWPORT BEACH R-5469-S REVISIONS v.A.M. PUBLIC WORKS DEPARTMENT SHEET 14 OF31 J.N 75333 ' j ,i ' -i " I ' ' 1 j '· ' \ 11 I i ;-------f ,__ -~ ----e --·-----t-• -+ -~- --1-- I + ,_____,__ - ' ---' - - -~____J..., -1----J.---+ -!.--,------t ·-/-···--+- -~--~ ----· t· + '· -i--+. ----,--~~-t... ... -I--f --i---+ ,_~ =i:::=+-:---7 I ---',-- t-----:--·1: -, -------t-- i--------+ - t , ___ . -t 1-L---- f ---·--·----! ---------:-----+---'.' ----+--- .t. .. ~----- [... i ---- -•• 4---- . ·± 1-.. ----_--.+,-- ~ ' f-- C--------l -.-.-,----------- _, -~---_ -{ -~ -~- -----1--,____1 - =r t -:-- --1---- ; _, ~ --, - -:· --:----. -- -----------+----+---- +· ·:__Ct---·-i--u - - i=..---,------- .. ...;._ .,----+- --+ \ ,--· - ._..r----:7~-::-:-_:7 _,.;... -·t., :....J_-- •• .:t ,--------------:-- ---;- -----+-------- +-- l-----... -.. i" -........;......-- ~--,---t· : : - j :---. + ---<-------+ --.t------{ ·:=t --~---+;f --~-: .. ; 0-. •. • • ----, ·-· .,---- -•---------; -+ --+--------l-------+- ---1-·-:~ --_,., L.. -~ -- -\ -- -·-<:---t- ➔ --' ----1--~ ··t - ~---' __ _;._. __ , -------y -+ +----- r I ------l• --+ -· _ _j ___ __ ---+ "':--·--~-l: • f-- i·-' -.. ___ _,____ -___;.__________, ~~ ,-,.----------c--· --, _,.::_::-___ ____,,__ __ __ ,___ ----+------------- : !--- t- 1 ------<----- i § --::... - - f_ .,-----, -;--- ,........ _________ _ + :::::::--_ . • -~-,----r·-----~-- +ff ii 1 I I Li i ---r i-- 1 +---i---------! : ----+- -----j --+. 1--- : -1 :· --'r-~-::t·.:.:;..:.f C _______;_ - !-,-' -~ ·-'---' t . ,..; . -- -+ : ---! i-= -!-----J - . -l. _____ ;------:--_i __ _ /0 ' P.l'f"c,.q:,se-.o /e-over.a.AA/Km qc C<7A/Sa'PC7'6'0 $,Y ,PAe. T,:,;1=, __,____.:__:____ ---;-- --j ---=---------1- ·+ ---t - 1.3 r-=-==--:--,,-, 14 1 /7+50. 00 I /5 ----- ✓AM DATE BY L ., ~-;·-f--. t- 17 ---~----:_-;---+---+ i --.. ~---------t----, --. --. _;:_____:_j_:_:..:-.~-; " t -1--'~-.-· ·+,--_~ --+ ' +'-~--a _ _,---------, --j -i ~ -;---± ,---} · ------:._. ·--~_-, 1--L -----+-=--~-_-= +' ------~ L, -·-= ~ _;f ---~-:-. >·-----1 ---~-1-__ -~-.'--,---~-- j-·~=·-i:_ - -·--+- co.me,.,: lQ.N-.IIJ.{).TE s @ @ @ @) Construct 18" RCP (1500 D-l--or 18" ACP (25OO-Elh Construet·curb-inlet''fype--0-5-per 5-td-;-3-06~t-with-Jocahfepression per Std. 3·04-t (W & H pel'-pfaah Construct curb inlet l'ype::OL-;,i·per 57'd. 5ra'. 304 -L. (W i,' H per Pion) 30 5 -L w✓-7'"11 lccal Oepre5s/On per f:onstnrc t::re:tnfoecei:Lconcrete::o 1 1 t f et • s te, 1 etn ,.,,cpei,::Oe:ta:U::!!-l't:' .=-5.he er 6., CONSTIIVCT QVN/Tf CHANNEL ff,f PUN I, PEii OETA/l 'A" ON (IIEET r,,_ CONSTRUCT "Y" DITCH Pf/I l'tAN & !'!Ii OET,/l-"O'' ON 31/EfT 6. WILLIAMSON~SCHMID 17782 SKY PARK BOULEVARD • IRVINE, CALIFORNIA 92714 • (714) 549-2222 APPROVED BY DATE ')ec,,,s~ \)-)"l:'bZ APPROVED STORM DRAIN ,LAN 6 PROFILE lfcJ/fleO LINE 'il;_AoOcD CATCII 8AJ'/N AT "1111,u STA. 14123.-49 12, -,-PUBLIC WORKS DIRECTOR R.E. NO. 1280& LINE 8i LINE 11 81' DESCRIPTION APP'D. REVISIONS DATE...._I I -'22 • 82 DESIGNED 5. T. CHECKED cf. A. M. DRAWN e.c. CITY OF NEWPORT BEACH R-5469-S PUBLIC WORKS DEPARTMENT SHEET 1 5-OF 31 J.N .. 75333 I i -::..i ( I I 1 -,---- :.~-~-_: ---_--:·~_L -~;.~:_:_;·~-_---~:--__ ---.--·- --- ··---·.r-,,,F"":','-':: -~--:_·-__ , __ --i--·-----.. -,.- -- ·--. -----:+:-·: __ ;·-~~+------t~: .. : ·: ·_. ' ---<-----·----·------· •-~-.~~~~~~--=-=-~-~-~:.-cc.:_:_~-------- ,_.j __ ,. ·=-------j, - - - - ~·---::..;;~:. '-~----"--+'=-'--'--,'----_-: --------- _-_ _:_:..F ·---------•--------·--·--·---~---~ =-~:··----=·" --; : ---------~ -·--....... _-,_ --·-·----~:--=·-------, -. ..:::~·~7_:::__ • '.~.~: .. =---~; -I c-c'::cc::±=-:::±==i' -------· ·---·-' L/Nt: "O'' ttllZVe tJAiA L1 4-0°3?' 09 11 oz• Z8' 27" 90(p. /l(J' .50./J/J' Z6.to8' /4. 7.4.' @ Z 8. Gt,,' 14. 78' 9/72 DIETERICH-POST 21010 .003 FILM ,Ctl/Z o.,::. ~Mf7tlf-re i?lfMtJVAl ¢ llt1M4A-rE 6,12ADtA/6f GXISTtNq l!tJ.40 WAY, 7€€ S#GGT 17 ,CtJ!Z C0/.//;,T;Zt/tT/O,V tJP ljfltVIT!il f-11712,f,f /)/Z,t//,V CI/IIIJNGl 1 513€ GRAPING 1J .PLAN, GHEE, 17 (lj T t/LTIMATE fo/W 73=- -N 20~ 49' 149" £ G------ /0;.00.00 c;:r,:, c.s. =~ '-3 TYPE C!L ~ ~ "' ~"l~"l~-+_-_,.c_:_7-=_.-=_~~,.-=~1 ~i.~C~O_t..~L_A_R ___ Q, ~-.,. JOIN EXl5'T. 18" R'. C. P. ~ ---d'---'----''--"---'---<I-----~~ 7/(J ~ II ~----c{"'J----------------,lfl---1 •·------- o' A- --JM--~,el-,------------- 1 i ------------------ CITY (J;: #E/t'R?//"T /Oih:/lC:.'I M,tMVTEA/41f/CE RcS~#S'IB/4::tTY CA'tTR4A/S A?,4/AI TE,V,4,VCE i?ESPt?#S/8/,C/TY WILLIAMSON<9"o-SCHMID 4·25-83 JIIM 17782 SKY PARK BOULEVARD • IRVINE, CALIFORNIA 92714 • (714) 549-2222 APPROVED BY DATE DATE BY -------------,-- - --'·-·--------,_ --· .:::__-· -------'-----------•-(,. _______ :-----·-----::. ... -:. ___ ·--- --' ---------------,_ - --- - ---. -__ , -' -- -----,---~-c-< -'r-" -----•---• ••-- - - - - 1 --------.-,---,----------, __ --_-:_; __ ----- "----" --l-· ~----,. --- --,-------------. ---------.1::__~-=-==--=-=_:_c=_===-------------, __ ·-, .--:----~-·--,-·--- -::: -:1-=-=--::C: __ _c=_-_i=,CC::c~_t:_:=_ =t:::_::_ -•---~-~------=--·-_:: ___ :-_--=:=~:=:~-= ,:~;:' ( :=:-:~: =~-----· -., -·-------'----' -----'-----·'-~·•---·---- -----~ ------'------- .~=~,_-._c_-,_ -·-·· ____ ,_-_· -'---~ .;.:=-::;__ -r~--, ----, ·--- , ______ ,_., ____ , ____ ----~--- • ' -· I -·--,----,--.----,- ====:":~_~;-~~-~:~·~~; ~~-~~;~--~~-~: :··=-~-=·-~=~ -----~-· .. --:~--.;~ . -~4-~--:- -,------, ---. CONSTRUCTION NOTES (@ @ @ ® @ @ ® Construct 18" RCP (1500 D) or 18" ACP (2500 D). Construct junction structure No. 1 per Std. 310-L. Construct drop inlet with riser per Detail "F" on_ Sheet 6, Construct concrete pipe collar per Std. 313-L, Remove existing in/el 17; ,:,ul/sl s/;.,-cfure. Remove existing RCP. Construct drainage inlet Type OL per Caltrans Std, D-72 with gutter depression per Caltrans Std, D-78. -• Consf ru,:; I_ /I} ".i?.C:P. I' !J,:X::O-r.,) C(!N:fT,{'l/CT 12'' 11.C I" ORA/Nl/1/c Fe!<' l"'t.Ai/. Consfrvaf-/~P R.C.P. (i?000-0) l'fpe Ott. psr S/d 3~-£ tv,'/n /"""7/ d'e,ores-s101'1 ,,::,sr S# 3Cl4-L CtlNSTll'l/CT Pli'.4/NAGc /Ntt'T TYi'/! as. l'l!R CAlTRANS ITP. 0-72 h'ITII tillTTl!K PlfPREJ'S'ltlN l'lf/f ClltTRAA/S ITO. 0-7&. CIJNST/fl/CT I~"" n' C/JNCRl!TI! Qfi',,f/1/ IJ/JX WIT/I CAST 1/i'tJA/ ORATe. LEN(? TNE//P &A TC# ,d,45/A/ e ,H~P/AN. 'EL.?C,4T'"G"O L/NE tf." C'H4A.t:iEO .,o/PG /./ ,U;,40 APPROVED Cll.4NGe/J INLl!T,f T/J of'IIJE tJl'EN/, ~-,4/Jtlf/J ✓tll/CTIIJI/ ,tf,{'(ICTl!Rlf IA/ LINE "0"'2. DESCRIPTION REVISIONS APP'D. ~p~~CTOR DAT DESIGNED S.T. CHECKED J. A. M. R.E. NO. I 280~ 11 -2t-.az DRAWN e:. C ---------- STORM DRAIN PLAN & PROFILE LINE "c" LINE "o II CITY OF NEWPORT BEACH R-5469-S PUBLIC WORKS DEPARTMENT SHEET 16 OF 31 cl.N. 75333 I ti 10 40 - 1o /0 - 171 R 'T Bl! I'! M P"El'f L7fr T.4 IL "Gn S#EE7' ,;;_ ------- 55 ------- 5C.4t.E : J/OIZIZ I", 40' //€IZ'T I" < /0' 1'1 , 4-0' ....__ --... /·•, . .....) J.. :;;,ti ~ ✓ £· ,.,....,./"' /J - ·-'--·c..,. ~ r / ' , /r, ' ~.,~ ~-·-.. ~ --~ <..,:__ .. t--. . . ·.•• . --:~/c? ... . ,.--,x, . . y,,/_ . -• -· ~ -1/1 ·-......, . . ~ t· ·,. ,,._ ,...€"_ / (""-I.S"I 4V€tVile (,,/ -------.. ~Nl/1VIZl/t. '- " \ I \ \ I \ \ I \ 1. €,(!ST 5C/Pc/ZIO;!: I/tic. 1::: "" • N\ ~ :\-~~ ~~ \ ) '""--::2:,c-Wf)l_~ D r_,-, I I \ . \::= = ± =~\ • \ I \ \ \ \ \ \ =~ ~FAf, ~'t . 'C, ,~ 'E. ~ :-:-:,s,-~~~4;~s~ ""t-;-:.:::-,,. ~ Q { ~ / /./ -.,, ' . ' --~~ '1'.,yj // '6. V "' I ' \ --,.c::_ OAiA LI /?4iJIC/5 t€N(,7J/ @ 613° 'SI' 16" ;!00.00' Z!,9.18' l{/i) 46' 07· 57" ,$00.fJO' 5tZ.tJ7' © 55'0 15' 'S'!-" 4oo. oo' $1'!<7. !P3' (!?) ;,• 57' $4'' /000. 00' 216.95' © £' Ztb' //' .9M..;;o' 38.44' p :5• /9' /c?," 272:CO' ~,?&( :4 ~{!1...,%;,,'~,# 47?.C:O' .?6d.o7' © a,,• 4.3' /7" /70,a:Y 79::53' l ,/-'!,' '.i''/' I/" i@. ()()' Z(,f. OZ' J II' 14' U" ;,fo. oo· 11. -z7· © /5" I'?,' 19'' 4/0.00' /176. 'f5' © ";If• 47' 04" 4-154.00' '!,%. -z,f-' ® 4,1• 5;''25" "746. 00' ~.07' ® .3•37'..31• /'5'00, 00' 34.9/' ® 3"37'.3/"" 1426.ao' .SI'.?.£/' ® /.3" dP, za," /.90.CO' 44.0E' ® 3$!'01'30" c40.CO' /<28.q.7" © f"f •eB '06"' ,;f?O.CO' I0~.17' ® 7/D 07' '!3J4J' 75.00' 9!:1.10' (i) 19"'12'4-4" /00.00' 33.53' ~~ "' ,/ /"tlf-lf"IL toAGi -.,. ~ t ,:: I t/ltilfW/ly' ~\ ~ 7"11Nf;lfN1' !'3l. Z'3' 110. '54' ?o<J. -Z'?,' 14/J. /8' /9.ZZ' ,e:,;4· ~03' 40.5/' n7..!3t' //1.10' 54. 19' /1,4 .ze,, /~=- 47..47' 45./3' c'c-1/' 85.05' 53.3T' S3.U>Z' ;,:;, .CJZ' (P V N / re ,:: ,,.,, AtV tV ,!:; ,:, .P£,;f Oti' T.4/t H .411 $#/J'G'r u ' "' .... : . .;. ROCK SHALL 8t: ANGULAR CONFORMING TO SECT/01,/ 7<': OF TH€ STAT{:," STO. -S?ECIFICATIONS f' ?LAC€!7 BY METl/00 "er PLACEM£NT. GRA/71/ATION OF ROCk 5IZ€5 /2TON AirTON 75L85. ROCK 5'LO?fr Pl'iO'TfrCTION % LARGt:R THAN /4 TON 0-5 50-/00 90-/00 AP 0£TAIL \ ' 1/ 1/ L~~ I I .;!!.: _=1<,,,.ll70 t,5 GO /l 5S / \ \ I ' / t85.r-:--:--:1~:-Jto,:f--7¥'=,.--L-.:.::..._-i<'q__L_.,;::._ CHANNEL C~dA/tTJ!£} • . ·~ .. , . . . .. . • ' • 10' RIP RAP OETAIL rOR toA/$1Rf./t"T/ON f toMPt.e-re t,IZ401Nt, ANO lttiMOJ/,4(, Pt.lJN$, 7€cf :3/IGG'7 II CONSTRUCTION NOTES ® @ @> @) @) @ <B> @ Remove existing AC. Construct 2" AC l,i:ycle trail as sltow11 011 p/a11s. Co11struct terrace drain per pla11 & per Detail "B" 011 Slteet 6. Co11str11ct c1,111itc channel per pla11 & per Detail "A" 011 Slteet 6. Constr11ct?CCclownclrai11 per Detail "E" 011 Slteet 6. Construct splaslt wall per Detail "E" on Slteet 6. Construct "V" ditch per plan & per Detail "D" 011 Sheet 6. Construct "V" ditch per plan & per Detail "H' on Slteet 6. Construct rip rap per deUil ltcreo11. Regrade existing earth channel to new elevations shown 011 •JI ans. i\ I k ~ \\J ~~ ;\ ~ ~ ~:,_ ~\ ~ ~--~~ 1 ~ "- 7 I ~ -- ~------------/ v· i 20, • ----~---l--/,o</7-'-=-J/ftS--..-?:'(P &-~~~ "'· ~ • 'I ~ --q :;) (_J -----.......---~1--7~ • :~-~ -~--"'t~''(..==-=--=-~_==.:_==---fL=\O;O·~rE.'J,.,,(U\\.----,,~ -----~...- > 11/\' I' t (fo:' C " \I) : \I 1· I I O'/, 8· \ ~ ~ ' ! DATE BY 7/4 ,#C.()51;:) GTBG&r 6~S ,4NO P✓TCH d,,e,4Qt1".5. clr"#d"R M'At-~ A?U?✓T/4?A/S /&,e DESCRIPTION REVISIONS APPROVED SY APPROVED PUBLIC WORKS DIRECTOR R.E. NO. 121!1/lE> DAT ll -£2 -82 APP'O. DESIGNED 5.7. CH!(Cl(.ED J.A.M. DRAWN E.C. DATE 717 WILLIAMSON~'tyscHMID 17782 SKY PARK BOULEVARD • IRVINE, CALIFORNlA 92714 • (714) 549-2222 DATE \\-t0-~2 AT GRADING PLAN ·SUPERIOR AVENUE WEST COAST HIGHWAY CITY OF NEWPORT BEACH R-5469-S PUB1.IC WORKS DEPARTMENT SHEET f 7 01' 31 · J.N. 75333- <ao' TO <t:. !LITER. OF RIPES G" S 1 -O" ,-e..,e ., TOP Of& 'r-1.A\JLJ.E.\ "11 . . ./ I I . t'3.<!GT.\.U4.LL 40.E'GF.S 'IS.t5T.WALL :( ~0.t'SF.S. ~ I / ...... , t'3. ec::o ')1 /(?./,? r.'Z, < / T.WA.LL 0 ' 0.40•/ .. ---I I ' V w/ 19 10 .lOII!.. / ,~ /I so~ C.S.P, P,' ' ' -\~.za, T;"WALL_ / -a>~/2 co.ea. F.-S. 4'3.HST.WALL / I IC.IS F.S. '-..._ ·11 I "'-...... ,s.~e TOP OF CHAI.JUE. J ,.,,----<E. UJe:.'ST COAST 14UJV. ·-- PLAU VIEW He.AOUJALL DETAIL "e/' "SCALE : -1 11 ... a::,' • 0 ~)--_,-,'--l_G" (~ .•• =· 48"C.'3.F. COUC. COLLAR DETAIL 11 C" "SCALe.: o\ 11 = so' ---------~ . CONSTRUCTION NOTES ------------------- ~-1..l I() @ Construct terrace drain per plan & per Detail "B" on Sheet 6. @ Construct gunite channel per pion S. per Detail "A" on sheet ,6. r,::;-.. " ~-.Construct 30. C. S. P. 14 gouge. OErAtL "I<" 5CAL£: I"= 'ZO' l.. @ Break into existing 48" C.S.P., tie 30" C.S.P with concrete collar per Detail "c ... on this sheet, @. Construct reinforced concrete inlet structure per Detail " B" on this· sheet. BREAK INTO EXIST. Gt/NIT£ STORM CHANNEL ANO TRANSITION TERRACE DRAIN INTO CHANNEL 1-1/',llt t: ;,~ & f;f & r1r \.i l,i 'I:> '1- ~:i: '\, \,) .... ~~ ·---------------~--~--- "" 5EE OETA IL "k" ABOVE /"OR JUNCTION SECTION A-A 5CALc: I"= 3' \j 11:i ~ 'I- -t :i:: '\, \j ~~ " DATE BY I ,r----,.;'--- DESCRIPTION REVISIONS W.C. H, __.,, o.50% :=L--------------l _ SECT/0_/j/__ __ ,'j~_!l .. STA. 704 +-00. 00 WEST COAST HIGHWAY SCALE": HORIZ. -l"=ZO' APP'D. DESIGNED S. T. CHECKED J.A. M. DRAWN c.C. Vi!= l;>T. I" = 4 ' SCALE" WILLIAMSON~/Jo-SCHMID• CONSULT I N G CI VI L ENG! N E EA S AN D LAND S U RV E-Y-O'R S 17782 SKY PARK BOULEVARD • IRVINE, CALIFORNIA 92714 • (714)549-2222 GRADING PLAN _ WEST -COAST HJG.l:IWAY __ WES_T _QF_SUPERLQB AVENUE - CITY OF NEWPORT BEACH R-5469-S PUBLIC WORKS DEPARTMENT SHEET 18 OF 31 JN. 75333 ii r ' i ' ---t------------------------------------------i GENERAL STREET LIGHT NOTES ---···--------------- ' ® !®· :@. Street lights shall be powered by a multiple parallel circuit per Std. 204-L. Street lights shall be Type 11-H per applicable portions of Std. 200-L, Std. 201-L, & Std. 203-L. "High-Intensity-Discharge Luminaires" shall be 240 volt, 150 watt, high pressure sodium vapor with integral ballast and 240 volt photo-electric switch, set lamp socket for Type Ill distribution (auto-transformer ballast not acceptable). Splices shal I be made in pul I boxes by means of end-to-end crimp type connectors. Install a pair of in-line fuses in the pull box on each branch circuit immediately adjacent to the main circuit. Conduit location to be per Std. 101°L. All stationing is based on the centerline of Superior Avenue. Conduit shall be 1 1/4" nominal diameter PVC. Conductors snail be copper Type TW of ''f>.WG size ind_icated. Ground shall be bare copper of size indicated. Conductors from pull box at base of standard to the luminaire shall be No. 12 AWG Type TW copper. Connect a No. 12 AWG bare copper ground wire from each luminaire to a ground rod in the pullbox at the base of-each standard. Pullboxes shall be No. 3 1/2 Brooks Products or equal. 0 0 GA'i>rt/1/4 $1/ttitfi'7 U Iii /56£ $',t,'/41,4,'.: fl,QA/ -----_ CS"h'EGT ?/) R?,'f' ,7/5Pt::>5/770N ---------------- -- I JI Z4 I"• 40' DATE BY DESCRIPTION REVISIONS So . CONSTRUCTION NOTES -1 ~ @ APP'D. DESIGNED 5_ T. Protect in place as shown on plans. Construct No. 3 1/2 pull box per Std. 204-L and Std. 205°L. Construct street light Type II per Std. 201-L. Construct City owned multiple circuit per Std. 204-L. Relocate existing street light per plan. Modify existing service to provide circuit for new lighting system. Pole to be removed by others. Pole to be relocated or adjusted to grade. ; APPROVED BY DRAWN E-C. WILLIAMSON~O'SCHMID 17782 SKY PARK BOULEVARD • IRVINE, CALIFORNIA 92714 • (714) 549-2222 ' AT ______ ijTREET _ LIGHTS __ SUPERIOR AVENUE PACIFIC COAST _ HIGHWAY CITY OF NEWPORT BEACH R-5469-S CHECKED J.A.M. PUBLIC WORKS DEPARTMENT SHEET 19 OF 31 J.N. 75333 ---------------------- i • : i . --- -. . ~ -. - U!, ~ ~ ~ ~E . - I= =i,iiii !:'Fil_. ~ .. ~-. ~ .. - ~ ~ - ~ r - ~ ~ ;: iJOrE. '-.,,t / ' •• 1''~ / ~ i s .,,, •' / ' !'¾~¾-.,Jif:;, o•I• f ,J . {';;,, -< "".f • • • e 1o ,/t'/' -;;> ·, / k ,~.i;.,;;:,""' ~1 ~--•• ·: /,,-• .• / : "'i':,,:; o / e,.f. ~/"' •• • ...._ •• : • ,,_. I( ~ '· ••• • ~ S-"< ,J / ~ ;. . • •. • . '; . ,,,. /; . . = ~ = / ~ ~-.H •• : • ':;__<> :· , :-C •· / . .s, ~~ '? o ,, . / .,,. • sc'=: 0 7'-0 / \' =es==-='."' •, .-_·· .1.·;1. i•~·--:_fo/1.l>·._ ~-· / \', ,,..,,-,,,..,T. ·_: .,,, -·: • /4-,'f % / \ -'~,: :' ,1• -" ----~-s-✓,~-------• ". ;~/~ • ''\,"c:c \ ~~~-;. " ., /// ,, • e·· ~ •• c ~~(? ~1,. "~f:;--) .l:' _/ / .._/ 0 ~().Jl~ t )<$=!~ a,. .,,,..,._ ""'~/ / N ~ --• i ~~ ii' ,~----~. -r---. >I~ ti\. ~ 7 ' iaR\ '"~11.5frucf IZ" t<C.r.' se,.,_er nJ<?/17. ~~ ~ ".> f l:r~O \" :~· ~~ % <,,,, <': ,. , ~ ~'6. 1'J fll' ~ /j ~ -•. ~-... ~ -----.. ~ ~ ----_,.A.'' G l('V l,t,. f"• ~p f , ·>-.: • 'Z-"i!Z..:...:,,_ ,'•• ' ~. -¥ ~ C:--', ~--~-" ' ~ 1' ~ @) CooSUae'8" VCP ~wo, "'"· "t,~ l,1 '7~ ..:::_ ~ -)/,.e ½,, .. ;;,,' -"'$t / / • -'1, f " -:: -\")Lli ~?" / '°" C . t 48" ID standard precast Manhole I per Std. t,Ol-L .. ' q -=.. L"' \ ' > / r.: \ r,;;,' / _.-/ "Y oos\rno -I Alnnk,,/, P~ SAf 40/~ nM ,.1-f • "-r~ , • ......_, .r'/ 1/ 0 .:!,; 0 ,✓ --·' . @ Coos""°' ""'JD £"P,",:;,e ~ M,>-, "f_, ti1/ ~ ': ' -,,:=_~ .... >\1/f ~ , 11 ,, __ -/ ; f& •. ~----.;;-•,:-;,~ C •-,. / ~ / -:::-_,,.. ---""' A~;:;;(;;;:;B~.;'h,I;;, ""''. -• l\l :l: 5 ?\_,..-1 'f'!, // ~ I/ '-• _,,,_---'0 -E seae,CDe~H "C" · • ~ ~ ~ • "®-;, (.\ , • ' -s,,.. //; { ~,-t .. . / ~ @ ''"'""~ sewe, '"""'"""''" ""' ,, '."&-~ ~~ ' • iY...-_.... ~ /:i • 1'¾~ I 1..4~f ,: t --------------/ f,1.,• '. on Sheet 6. "' '5'>>,. ~ft//0~-iv' ~ -rl'r ·-..___ 97 ' I If)/ ~ ~ / ft/) • @ Construct 10" VCP sewer main. I r I )~ -''.:':, ',,,_ t'!z'.t:\l t ~~'$""" ' -'-t,r I { g, I;:,& fj,I ;If ,I ;,,-. . @) C=,lrd/ nnd.-?e<M=d ,,,,,,,g--r-..,,_, ~! , C l -= • """ "' '"'" @ f c, ' 'v ~~ \'I-----' ' ~ ~ / / ,. ,:?' ;/ 1~-•·~§'~;;;;~;1;77~8:2;S;KY~P~AR~K7:::BO~U~L=E=rVACR~D~=·-=-=IRV-=IN-=E-=.C;;A=L~IF:,O=R~N~l=A~=92:;:71~4~•~=(=71~4~)5-=491·=2~22~2t': D~AT~El > ~\ -----------·"-~·-,, _J{', I!.-. ;-. ' 0 •'-1-¼M C -"'""•• .•c•~o, ❖~ >, C'o ' - - ------ - - - -- ~.,, ;o••, -.,..,_ -,.. ¾.. '""'9 ' ...,_ _ ---,-,0,, -;,' ---,-~--.. r==• ~"•= • -··· eie>we-a llllE'A OCATBON PLAN Cf> ...,,;;; ~c:-~-. -s-,., ..... -"'-• ~' ~ -----------• -----1.-,. ~,,.,. _,,..--;.-1/ ''-" -~~;:;:,;:;,;:-; /la u -~& &n n&~ -, -s-°' ' -·-------~ ., .,a'c--c, oF • ,,-, ~~~=-1~1,\~~~~~-~~~,:.v_;;~~OiJ~ijj,~ ~usu~ WORKSOIREcTciR' SUPERIOR AVENUE ·¾,_ '-"-'¾,. -·c----.__,_ -_!f!;,,ro,J ---5,-~---,u-,,d /Ji& •-•~ ""' NORTH OF.-W .. EST.COASTHIGHWA..Y .. ' SCALE ~ I REVISIONS "'¾. ~ ~ •. s----------• _.......c..-}dif,dtif ~--l~"':.'.·1:•·~8Si=,/..:::A.~}l.+1t1.1~,2,~'4.~~5LJ_t__il1~.,~t9~-"~5_,~~2L__ ____ -r_~7 DATF II-22· 82 . ~, ,~ ~~-• ~~ ·ACH R-5469-S -, ,, -..;; *, -------=-' ,-~••=;, '"'"' CITY OF NEWPORT BE "¾.__ --~ -_ ----~ EY/6'T. 5,:,l<'cR ,#,,4( DATE BY DESCRIPTION APP'D. 5. T: 0. 5. c. C. "UBLIC WORKS DEPARTMENT SHEET2 0 OF 51 ~ = =-=r PA'OTcC'T /,\I PL.4Ce CHECKED DATE r J. A· M. J. N. 75333 ' [A • i ' . • ' i___ -· ., : 'i i -----'------· i ! CONSTRUCTION NOTES: [TI EXISTING TYPE 170 STATE CONTROLLER AND ASSEMBLY. @ INSTALL TYPE m. -B SERVICE . INSTALL TYPE "'H" RISER ON QUADRANT OF EXISTING POWER POLE. EXISTING EQUIPMENT TO BE REMOVED. INSTALL 50 AMP SIGNAL, 20 AMP LIGHTING AND 15 AMP I.S.N.S. CIRCUIT BREAKERS. [fil INSTALL PULLBOX BEHIND FUTURE CURB. SET AT ELEVATION TO BE ESTABLISH£!) BY THE ENGINEER '37 REMOVE P,Q,_LE_ AND FOUNDATION COMPLETE. RELOCATE HARDWARE '97 ~ TO POLE (__I), SEE NOTE [TI], • l3U LUMINAIRE MAST·ARM SHALL BE OFFSET 45° AS SHOWN. CONTRACTOR SHALL SUBMIT DESIGN DETAILS AND CALCULATIONS TO ENGINEER. (SEE SPECIAL PROVISIONS) [±j JNSTALL NEW TYPE 26A-4-70 POLE AT LOCATION @, RELOCATE PV~EADS, PED HEAD, 1.S.N,S., AND LUMINAIRE FROM POLE II . SPECIAL DESIGN~CONTRACTOR ~HALL SUSMIT DESI DETAILS AND CALCULATIONS TO ENGINEER. ( SEE SPECIAL P.ROVISIONS) 1 E[j RELOCATE POLE @ TO POLE @ LOCATION. RELOCATE MA!> HID, I.S.N.S VEHICLE HEAD AND PED HEAD FROM POLE-12. t>ilODIFY MOUNTING. HARDWARE FOR VEHICLE AND PED HEAD. P INTERMEDIATE MAST·ARM. MOUNTING HOLE. @J RELOCATE EXISTING POLE @ TQ POLE LOCATION {7) , EXISTING HARDWARE SHALL BE RELOCATED COMPLET£LY. EXISTING. R'73 SIGNS SHALL BE REMOVED AND TWO R-73·3 SIGNS SHALL BE INSTALLED [l] RELOCATE EXISTING POLE \!1) TO/ POLE LOCATION (8), EX_IST. .MAS HEAD AND PPB SHALL BE RELOCATED. REMAINING HARDWARE TO BE REMOVED AND NEW HARDWARE INSTALLED. !SEE POLE SCHEDULE). --,-- [jQ] [IT] NO LIGHTING CONDUCTORS SHALL BE INSTALLED 1N THE CONTROLLER CABINET; • INSTALL 4' x 20' TYPE "c'' BIKE LOOP. WIRE TO INPUT FILE FOR !2)8 PEDESTRIAN TIMING. • l!g] ARROW LENSES SHALL BE INSTALLED WHERE SHOWN. (EXISTING AND NEW) . .,. INSTALL 2,R 96 SIGNS 6'xa' t2 6x8 rj7 PV (N) MOUNT AT 17' p INSTALL R·75-2 SIGN r--1 r--7 I I I I L_ L __ r--r--I I I I L_...1 ~-.J H-!:!i'> 1212 PV(N) \ "Q--4-.111\02 PV (R) 05 SEE DETAIL "A''. PV(R 5 r\ ...J \ II \\\ I 2491 TO B C.R. \ .• RR >.'le• I I I I r/J7 0SEE SHEET 27 of 31 I ' ,,,.I. / I SEE ~<"1~:---:---i------------------J_J"'°+01 r ,J:/ J,l -°tJXIST1NG1112"c -"2.J 2 ~ VJO ¢5 \ A (' '---,~~>J""'~ \' / ' ------------qj 6 -::---._________ COAST ----......_ INSTALL 2, "-----.. SIG -- ; : NEW POLE SCHEDULE . 08 2 OETA\l. "c" (/)7 PV ,\A~) TAIL B ,., ~ '°"' ) /' ~ / ' v' /G) v /', 5 ' \ ' ./ -\ ~ ~- 7-P-\!fJ :a: "' ' ' " ~A ~-~ . STANDARD LUMINAIRE I.S.N,S. SIGNAL MTG. PPB/BPB NO. REMARKS TYPE' i HEIGHT SIG.M.A. LUM.MA H.P. S. LEGEND POLE M.A. PED TYPE PHASE I -17-2-70 (Nl • .30' (N) 15' (Nl l2'(N) 250W (R) COAST HWY(~ MAS(R) B (R) 6 SPECIAL DESIGN SEE NOTE~ --' I ~ ~<~ ~'> " ' 0-</ ~ " ,'t\~,:1~ ,... IA 1(N) ' lo' (Nl i --TV•3-T(N) --SP-lcT(RJ --RELOCATE llED HEAD FROM !IOJ ffi 1 26·4•70 (NJ 301 CM 50' (N) 151 (N) 250W (R) SUPERIOR -(RJ g;V-1-l jii'J; ~ SP-I T(R) -• Rt:LOCATE HARDWARE, SEE NOTE@] sp1rc1n1 V-2 T N) . i IA (N) . 10' (N) ' TV-1-T(N) B (Nl 2· -----· --,r XXIV (Rl -301 (R) 35' (RJ 151.~) 25pw CRJ COAST HWY (RJ SV·l·T\MR MASCM,R SP· I ::rlMRl B (R} l' 6 ·' ! IA (N,) -101 (N) TV-2-T(N) SP·l·1(M~l a (R)2 >,< ' l. ~p'loCIAL (R) 191611 (RJ oV•tJ~r Ill/. l 8. XVII S(R) 28' 611 (Rl 20' (R) 1211(R) 25PW (Rl BALBOA ---o(R) SV+T(N) MAS(R) SP-1-T(N) B (R) >g ', I~ '(N) ~ 101 (N) . --TV-2.'f (NJ SP-J-T(MR) B (RX2 . -EXISTING 'POLE SCHEDULE ' j2l XVJI S (E) 281 6"(E) 151 (El 12' (El 250W (El COAST HWY (El "'-•~¥41 f~ MAS <El SP-I-TIE' (E) B II XX.IV (E) 30' (El 35' (El 15'! (E) _250W (El -SUPERlOR-+(EJ SV-2-TA lE MAS-(E) SP+T(E) B CE) 12 XIX (El" . 301 (E) SV-I E 301 (E) l51'(E) 250W (E) COAST HWY (El" SV-2-TA (E) MAS(E) SP-2-T(E) (2)B(E) ;,, . ' 13 SPECIAL(EJ 1916u (E) -... vs\, :1 lEr B (E) >-< J.1 XVII, S (E} 281 611(E) 20' (E) 12' (E) 250W (E) BALBOA -+ (El SV-2-TAfEl MAS (El SP-2-T(E) 2)B(El l ' - (E) = EXISTING 2 RELOCATE EXIST. POLE NO. II , 7/2 RELOCATE EXIST. POLE NO, 13 7 RELOC.ATE EXIST. POLE NO, 14 6/7 6 2 llil 7. 8 Im 7 [ll) 6,7 [1) SEE NOTE (ID 0 SEE NOTE[§) 12' SEE !'iOTECT] §12" 0,2· ' J 0 12' 812'1 @12" 012' ,.. , DETAIL 11/t.1 (NO SCALE) ~,/ '~ • ~" ", " (GLEC,1 ~C?ll-) / / / / / ~ r I + 5 PHASE ....,_ __ ...., -------c- 2 + 6 --I 240 \ -- DIAGRAM \tr Ji~! 7 8 -. --- CONDUCTOR AWG CIRCUIT & ~ ,/4\ 12) I 3 3 3 1212 3 3 05 3 0 6 07 3 3 08 . . 02 PED 2 2 06 PED NO. 14 1217 PED 2 2 02 PPB I I 06 PPB . 07 PPB I I PPB COMMON I I SPARES 3 3 3 TOTAL 19 19 9. ISNS 2 2 NO. 12 SIGNAL COMMON I r I TOTALS· 3 3 I LUMINAIRE f--'---2 2 N0.8 . TOTAL 2 2 I-P.-i, I-P-2 2-C-1, 2-C-2 .2-C ·3 3 5-P-I I 6-C-1,6-C-2, 2*12 7-C-I, 7-.C-2,7-C,-3 7-P-I, 7-P-2,7-P-3 8-C-I, 8-C-2 8-P-I, 8-P-5 8-P-2,8~P-3,8-P-4 8-B.L,(BIKE LANE lOOP) TOTAL 3 I JNTERCONNECT • CONDUIT SIZE 2'tNJ iff-0 u·· 21N) i'I • MEW E • EXISTING I TABLE RUNS /4\ ~ ~ & & 6 e 3 3 3 3 6 3 3 3 3 6 3 3 3 6 3 3 3 3 6 3 3 3 3 6 2 2 2 2 4 2 . 2 2 4 2 2 I I I I 2 I I 2 I I I I I I 2 3 3 3 3 6 34 19 24 25 59 2 2 2 2 4 I I I I 2 .3 3 3 3 6 2 2 ?. 2 -. 2 2 2 2- 2 3 3 I t 2 3 3 3 3 2 2 2 2 2 2 2 2 3 3 3 3 ! I I I 10 8 8 8 22 ~i~ 31\N) 3(N) 3ii.i1,2-5\£ C. ------------GENERAL NOTES~ G)a" 0a" G 8" ~ 12!1 ~ 12" DETAIL. II B 11 (NO SCALE) PREPARED UNDER THE SUPERVISION OF • 1. ALL TRAFFIC SIGNAL AND HIGHWAY LIGHTING WORK AND EQUIPMENT SHALL CONFORM TO THIS PLAN1 THE CALIFORNIA STANDARD PLANS.J DATED JANUARY 1981, AND SECTION 86 Or THE STATE SJANDARD SPECS. DATED JANUARY, 1981 ANO THE SPECIAL PROVISIONS. 2. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL UTILITY COMPANIES A MINIMUM OF 48 HOURS PRIOR TO START OF CONSTRUCTION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE ALL PHASE OF CONSTRUCTION WITH THE VARIOUS UTILITY COMPANIES INVOLVED. 3. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PL:ANS WERE 'OBTAINED BY A SEARCH OF THE RECORDS BUT NO GUARANTEE .IS MADE THAT ALL SUBSTRUCTURES ARE SHOWN OR THAl THE LOCATIONS SHOWN ARE'. EXACT. THE CONTRACTOR SHALL TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ALL UTILITY LINES INCLUDING THOSE NOT OF RECORD OR NOT SHOWN. 4. THE-CONDUCTOR TABLE AND POLE SCHEDULE ARE PROVIDED AS A CONSTRUCTION GUIDE ONLY. THE CONTRACTOR SHALL PROVIDE MATERIALS REQUIRED FOR ll>JTENDED OPERATION. 5. 6. 7. 8. 9. .- ALL PULLBOXES SHALL BE NO. 5 UNLESS NOTED OTHERWISE ON PLAN, j' -• . THE ENGINEER SHALL APPROVE THE EXACT LOCATION OF ALL PULLBOXES, SIGNAL POLES, DETECTOR LOOPS AND CONTROLLER IN THE FIELD. ALL CONDUIT SHALL BE 211 MINlMUN, AND SHALL BE RIGID METAL UNLESS NOTED OTHERWISE. NEW PEDESTRIAN INDICATIONS SHALL BE INTERNATIONAL SYMBOL TYPE . LOOP DETECTORS ARE s'xs' WITH ·10'· SPACING· BETWEEN LOOPS UNLESS OTHERWISE NOTED ON THE PLAN. • 10. INSTALL NE'.W CONDUCTORS THROUGH-OUT. i I ' ii ' ' • ; ~~-R~ //-JI-'? BILL E. DARNELL R.C,E. No. 22388 DATE 11. CONDUITS SHALL BE INSTALLED AT A MINIMUM OF 3011 BELOW FINISHED PAVEMENT GRAD i ' 4-11-83 A 4262 CAMPUS DR. SUITE B-I ~ ASMACIYAN -DARNELL, INC. 11,1 I" NEWPORT BEACH 1 CA. . (714) 549-9940 REVISED LOOP LOCATIONS, NOTES 2,6<8 ADDED R-73-2, R·73-5 AND R 76 SIGNS . --- APPROVED PUBLIC WORKS DIRECTOR R.E. NO. I2aoG 0124-1 Zo, 3 7 TRAFFIC SIGNAL MODIFICATION COAST HIGHWAY AT BALBOA BLVD/ SUPERIOR AVE t : . : i h r ' ! r ; ! j l, ' l - I ' . I • i i I ' I.: (R) = RELOCATED' (N) = NEW DETAIL '"Ca. STATE OF CALIFORNIA STATE DEPARTMENT OF TRANSPORTATION 3-11-83 REVISED PLAN PER CAL TRANS COMMENTS. 881J DATE__ -22-82. ( Ml = MODIFY EXISTING {NO SCALE) REVl&WED BY DA E REVIEWED BY DATE DATE DATE BY DESCRIPTION REVISIONS APP'D. DESIGMED "8£0 CHECKED &t=O DRAW 05 Ci. DATE , /.. / /1;11/c!Z CITY OF NEWPORT BEACH R-5469-S PUBLIC WORKS DEPARTMENT SHEET 2 i OF 3( 20, 3 7 ' .,; " ·i l '• ., . . GENERAL NOTES: The following notes apply to Sheets 22 to 28 . 1) All striping, channelization detour signing, striping and barricade Work shall be in accordance with the standard specifications for Public Works con- struction and the Work Area Traffic C00trol Hane.book, 1~82 , ,Edition. 2) Type III barriCades shal be provided with one Type Nat each edge of Barricade. Additional sign in center of barricade shall be noted-at each location. 3) 4) ,f', 5) Removal of striping shall be by sandblasting. All conflicting existing and or striping installed for a specific Detour Plan shall be removed by sandblasting prior to implementation of the next detour phase. All raised median noses shall be done per Oeton"s'.' lane closures shall not be permitted between Morch 28 and Apri! 4, 1983 ond between June 13 and Sept 6 1 198~. & 6) Road Ccnstruction Ahead signs shall be installed a minimum of two weeks prior to commencement of work. Signs on PCH shal I be placed east and west of Superior/Balboa on both sides & 7) All detours, closures, etc. shall be marked ond striped if such detours1 etc. remain longer 1'hon one week. & Bl At least one person shall be assigned to keep full time surveillance of, and maintain as necessary, traffic control devices on oil night c[osu·res. • & 9) Wher~ approach speeds are low, signs _may be placed at 3001 spacings, and even closer in urban areas. & 10) A!! advance. warning signs for work at night shall be illuminated as specified in Section 12.3.07 of the Standard Specifications. Other signs shOll be 'either illuminated or reflectorized. & 11) All advance warning sign installations shall be equipped with flogs for· daytime closures. Portable Flashing Beacons J as specified in Section 12 .3.05 of the Srandard specifications, shall be used ·at nigh. & 12) A C23 11 ROAD WORK AHEAD" sign may be used in lieu of the C!B & 13) A C\4 11ENO ROAD WORK." sign 1 as appropriate I may be used in lieu of the-Cl3. ·This sign is optional if the end of ·work zone is obvious. .& 141 ·Warning (W) series signs used in work zones shall be black on orange. ~ 15) Flashing arrow sfgns shall be either Type I or Type 11 £ 16) The maximum spacing between cones in a taper should be approximately as shown in Table and 50' maximum spacing on ·tangent. Approach Taper Length Number of Spacing of Speed ILJ+ Cones for Cones Along IM.PH.I Taper Toper (feet)1. 0-25 125 6 25 2S-40 320 9 40 40-50 600 13 50 ... Based on 12 Foot Wide Lane. This column 1s also appropriate for lone widths less than 12 feet. & l7J !f portable de!ineators, as specified in Section ...12-3.04 of the Standard Specifications, ore us-ed in lieu of cones, the spacing shown in table shall be reduced . by one half. . - 121 I . -------------------------------------~--- 48' TYPICAL , TYPE II H II MARKER [81 CONSTRUCTION NOTES: @ 'PA;LNT 4" SKIP WHITE ,(7·' ;P;l,;:I:.NT, 17' GAP) @ @ 8 e @ @ @ ' r cRAI,NT 6·" SOLID WHITE :P-,,Hl'.I' e·'·' SOLID WHITE PAINT 12" SOLID WHITE PAINT CROSSWALK ( 12') PAINT DOUBLE YELLOW PAINT DOUBLE YELLOW {TWLT) PAINT PAVEMENT LEGENDS a) ARROW {RT OR LT) bl STOP c) STOP AHEAD dl SIGNAL AHEAD ·----··· el SCHOOL XING . . f) PED XING g) BIKE LANE INS.TA.LL RPM a) ONE WAY CLEAR AT 24' o.c. b) ONE.WAY CLEAR AT 48-' o.c. c) T.W.O WAY CLEAR AT 48' o.c. . d) ON,E .WAY YELLOW AT 24 • o.c. e) ONE WAY YELLOW AT 48' 0 .. C. f") TWO WAY YELLOW AT 4-S'. o.c. PAINT 4" SKIP WHITE (3' ST"1l3:-PE :3' ,GAP) WITH" RPM AT 3' O. C. ON STR'.l'PE SANDBLAST RAISED MEDIAN DETAIL 26~38, MARKINGS, TRAFFIC MANUAL I I 24' TYPICAL ~ 0 121 / 121 0 I . 1 121 Vl29 0 0 'V 0 ~0 ~ [81 TYPE • Gu MARKER~ 24 TYPICAL , DOUBLE YELLOW CENTERLINE PER DETAIL 22 , MARKINGS, TRAFFIC MANUAL -' ' ' . ' _; ' ctTYPE [81 [81 0 0 24' TYPICAL 0 72!] MARKER~ I II D11 48' LANE LINES DETAIL 9 ~38, MARKINGS 1. TRAFFIC MANUAL . /"'° I ' G' MA R KE R ---------______.,------ 56.5' TYPICAL 0 24' I TYPICAL~ DETAIL "A' TYPICAL RAISED PAVEMENT MARKER DETAILS ALL RAISED PAVEMENT MARKER WORK. ANO MATERIAL SHALL CONFORM TO THE TRAFFIC MANUAL, MARKING (SECTION 6) DATED 7·1981 AND THE CALIF. STANDARD SPECIFICATIONS DATED 1981. I, -- CHANNELIZATION PLAN AND DETOUR PLAN INDEX: ---·- TITLE -General Notes and Legends .. ,, "'°~ -Detour Plan ' Phase 1 Construction -Detour Plan Phase 2 Construction -Detour Plan Phase 3 Construction -Detour Plan Phase 4 Construction -Det;01n:: Plan Pfiase .§ Geas:t;F:w.g:J;;;i,,on -Channelization Plan Superior Ave./Balvoa Blvd. channelization Plan Pacific Coast Highway . SHEET 22 . 23 24 25 26 27 28 ., : ' ' ' I ~ ~),,-,-----FRONT FACE ~ I OF CURB \..._____~\ - I ~ NOTES-DETAIL B I INSTALL FLEXIBLE VERTICAL TYPE K MARKER. 2 INSTALL YELLOW REFLECTIVE MARKING ON FRONT OF MEDIAN CURB NOSE -5 STRIPS (4">< 6") OF 3M HIGH INTENSITY GRADE SCOTCH LITE HIGH TACK OR EQUAL . FACE 5871 ADHESIVE DETAIL B RAISED MEDIAN MARKING DESIGN ENGINEER R. C. E • NO, 22338 f{ .. I I .. v~1-----!--l------------+---1 OATE BASMACIYAN-'DARNELLJ INC. 4262 CAMPUS DR., SUITt B-1 NEWPORT BEACH, CA. (714) 549-9940 3-11-83 D.D.S. ,f', REVISeD DETAJL "A", ADDED NOTES DATE BY DESCRIPTION REVISIONS 1'ffJ,,j APP'D. APPROVED a.aJU:.. PUBLIC WORKS DIRECTOR R.E. NO. 12806 DAT~ 11·22-82 DESIGNED DRAW/N, GEO 05 CL- CHECKED DATE 9£,t:7 /1-//-fJJ: - ------ - - --- DETOUR PLAN AND CHANNELIZATION GENERAL NOTES AND PLAN LEGENDS CITY OF NEWPORT BEACH R,,;5469-S PUBLIC WORKS DEPARTMENT SHEET22 OF31 I ' I I i t ~ c¥ \ .... 0 ....I "' ro <( ---= <( :,:' 0 15 1 W5RT W6C35l 8 -!;; ::; 151 ' \ ~ ~=--==-~E~-~----_-_-_-_-_ -------~~-=--=--=-=~~-P~6~~~-=-=-=-=-=-=-=-=-==-=-=-=-======-=-=========-=-=-=-=r:::: 430' TRANSITION , SCALE 1" = 40• EXISTING EDGE LINE n SUPERIOR -AVENUE CONSTRUCTION NOTES @ INSTALL SIGN • SEE STATE OF CALIF. UNIFORM SIGN CHART PER DESIGNATION @ PAINT 8" SOLID WHITE @PAINT DOUBLE YELLOW, (§) PAINT PAVEMENT LEGEND a. ARROW • ' Q INSTALL REFLECTORIZED MARKERS ON BARRIER 50 0.C. 'e'.!i ( CONTACT C_ITY TRAFFIC ENGINEER FOR DETAILS) ® PAINT 4" SKIP WHITE ( 7' PAINT, 17' GAP) TYPE 50 BARRIER SEE IMPROVEMENT PLANS S CIB 700' + TO ~TICONDEROGA ~---=::::;;:-" R-5469-S SHEET 23 OF 3f INSTALL - TRAFFIC SIGNAL POLE TO ULTIMATE LOCATION RELOCATE EXISTING TRAFFIC SIGNAL TO ULTIMATE LOCATION. '~-·---- REMOVE TYPE 50 BARRIER SEE IMPROVEMENT PLANS SUP E R.-----=----1=-=-0~R~_ ------- AVENUS __ -~---------~ =---------- <( (.!) 0 et: w 0 z, 0 u -I- I I • I I L_ __ =----- CONSTRUCTION NOTES ® SEE S'l"ATE OF CALIF. UNIFORM SIGN CHART PER DESIGNATION @ PAINT 8" SOLID WHITE @ PAINT PAVEMENT LEGEND a. ARROW TYPE. 50 BARRIER SEE IMPROVEMENT PLANS ---~--------- ~-~-~-~-...:.----= ---------·---------------• /(-! (-?, DESIGN ENGINEER R.C. E. NO. 22338 DATE BASMACIYAN -DARNELL, INC. 4262 CAMPUS DR.1SUITE B-1 NEWPORT BEACH, CA. (714) 549-9940 3 • 11-83 ill ADDED BIKE TRAIL DATE BY DESCRIPTION REVISIONS APPROVED @O.U PUBLIC WORKS DIRECTOR R.E. NO. 12.806 8g;) DAT0t......_...ll..l ::...· n...:-c..f81"2. __ -I APP'D. DESIGNED e~o CHECKED 8EO DRAWN 05 ct. DATE /l-1/-82 SUPERIOR AVENUE DETOUR PLAN PHASE 2 CONSTRUCTION CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5469-5 SHE~: 24 OF 31 I ) j I I • \ ' \ REMOVE· ISLAND.· SB P6 : I I I ; I I : I I : I I : 11 I I : ; . : i I 1 I I I ' I I' I 11 i I ----- ~ REMOVE ISLANDt .• RELOCATE TRAFFIC • SIGNALS <( 0 m ...J ~ m TYPE 50 BARRl&:R SEE IMPROVEMENT PLANS J000 1 R REVERSING CURVES . 141 I ~ . r-Kl L-' 60 --"' '" SUPERIOR AVENUE t -~ ~I~ -g ' ."' a, OJ !001 <( 8 0::: I w 0 z 0 u -I- I I -(!) ' z ~ z CJ) 0 X ' -, w ' . - A NO CHANGES· SEE PHASE I - ~ . -- L --· - ----------=-__ --+---,---__:__~~µ~-,--------_...!.----=--=--=---=-----_-_-==1---"<-- --+-----------------~'-\--I-----n I / --- ( S W75 ~Q ~~ ~>-· INSTALL TYPE llI --.,_._ BARRICADES SCALE 1''• 40· CONSTRUCTION NOTES ® SEE STATE OF CALIF. UNIFORM SIGN CHART PER DESIGNATION @) SANDBLAST . . . {§I PAINT 6" SOLID WHITE (§) PAINT 8" SOLID WHITE 1§) PAINT 12" SOL.16 WHITE {§) PAINT X·WALK ( 12' J . (E§) PAINT DOUBLE YELLOW ~ PAINT PAVEMENT LEGEND a .. ARROW ~ PAINT 4" SKIP WHITE ( 2' STRIPE 4' GAP J . .® INSTALL NOSE DELIN_EATION PER .DETAIL "B" S~ET 22 OF 31 @ PAINT 4" WHITE SKIP ( 7' PAINT, 17' GAP J • TYPE 50 • BARRIER. SEE IMPROVEMENT PLANS Jf-Jf-F DESIGN ENGINEER R.C.E. N0.22338 DATE ~~ BASMACIYAN -DARNELL .1 INC. 4262 CAMPUS DR., SUITt:. B-1 NEWPORT BEACH , CA. ,(714) 549-9940 ·3·11·83 D D.S & BIKE LANE DATE BY DESCRIPTION REVISIONS - --- . --' APPROVED PUBL)C WORKS DIRECTOR R.E. NO 12.80G ~ DAT II • • 62. APP'D. DESIGNED DRAW b'E?" ,:95, Ct'. CHECKED DATE &cp /1-//-t!z' -- ' . - ----- - SUPERIOR AVENUE DETOUR PLAN PHASE 3 CONSTRUCTION CITY OF· NEWPORT BEACH R-5469-S PUBLIC WORKS DEPARTMENT SHEET 2 5 OF 31 I ------- i' ---- ' ' ' ' (\/ - == We.-sr INSTALL DELINEATORS 25' O.C. 12' OFF LANE LINE TAGE _I) ---- ~ -=· =------===== . ---=---=:::: ~ :--- =-=--- ✓STAGE I ' ' ' NOTE: THE CONTRACTOR SHALL PREFORM THE FOLLOWING WORK SEQUENCE AND CONFIRM DETOUR DETAILS WITH THE .ENGINEER PRIOR TO BEGINNING WORK. STAGE I • COf.lSTRUCT . CURB-LANE STAGE 2 • RECONSTRUCT AREA· A -f'Vv'V\l STAGE 3 • PAVEMENT OVERI-AY -V I I I & a. SUBMIT DETAILED DETOUR . PLAN TO THE CITY AND STATE 3 WEEKS PRIOR TO WORK, SHOWING OELlNEATORS, SIGNS, ETC. b. A.C. OVERLAY SHALL BE. PERFORMED ONLY BETWEEN THE HOURS OF 9 A.M. TO 3 P.M. PROY.IDING I LANE OF TRAVEL AT . .ALL TIMES. STAGE 2 DETAIL ---------------- SCALE 1!':: 401 -'j \ INSTALL .DELINEATORS /'; 1 • 25' O.C. 12' OFF LANE ( STAGE I) LINE. \ ' ' . & ---------- NOTE . STAGE I STAGE 3 BIKE LANE SHALL BE CONSTRUCTED PRIOR TO BEGINNING OF _PHASE 4 CONSTRUCTION. --- ' zoo g;pJz:~ DELINEATORS INSTALL s CZ\ SCALE 1";: 401 DESIGN ENGINEER R.C.E. NO. 22338 DATE ~~ BASMACIYAN-DARNELL l... (NC. 4262 CAMPUS DR., SUITE B-1 NEWPORT BEACH,CA. { 714) 549-9 940 I_ AT 2s' O.C. sJAGE I ---._ --- SEE NOTE =·===- INSTALL DELINEATORS 25' OC. 12' OFF LANE LINE (STAGE I) APPROVED ---- \ aaJU.. PUBLIC WORKS DIRECTOR R.E. NO I 2806 3-11-83 D.D.S. ,& BIKE TRAIL , Fl\VEMENT EDGE AND NOTES . DAT 11-22-82 DATE BY DESCRIPTION APP'D. REVISIONS DESIGNED b'c'P CHECKED e,e:o DR.AWN os/ci DATE //-//-t?-Z --- CIB 2.00' PACIFIC COAST HIGHWAY DETOUR PLAN PHASE 4 CONSTRUCTION . CITY OF NEWPORT BEACH R-5469-S PUBLIC WORKS DEPARTMENT SHEET26 OF 31 ' ' \ " ! ' \ • ... ~ t I.!) z i3 (/) X "' if er 0 z 1-z ~ "' 0: g-i • "· ' ' I I ) :, I , I BIKE LANE • '• • ' • . ·/' ' . • r ·' I I l ' I I I 11 I I I I I I I I 11 I I I SCALE 111 = 401 S R28S ~--'-o_N_E_x_1S-TI-NG-ST-REET ~--~ LIGHT). PS g <t (!) 0 0:: I.LI Cl' z 0 u -I- RIGHT 2 LANES MUST TURN RIGHT L__:.. ____ ---:-__ _g:q.r:_-_______ .;__~---~d-=a;-:.:~co~~- l----:::=e:::---....:...--::::~==---------7"""'-----~=:~ .... -'--'.J---CO_ G9os® I -~ -~ R·IS SPECIAL I <t -.... 1501 • -!2 ~ (§8a -..., 96' =. -(0 -~--------~ EXISTING R28 S------------ SPECIAL -------~------........... '°:::-==--~--------.....__ l( - ---========i'°~-===-~===-~=--==--_ -.::-::--:::::----------- @R2as ....._____ --- --.......... @R2 BIKE LANE • CONSTRUCTION NOTES & I I @ PAINT 4" SKIP WHITE ( 7' PAINT, 171 GAP) (@ PAINT 61: SOLID WHITE (§ PAINT 12" WHITE STOP SAR L ___ _ SB REMOVE RIB "'-...~ (§l PAINT s" SOLID WHITE (§) PAINT DOUBLE YELLOW ® PAINT DOUBLE YELLOW (TWLT) ~ PAINT PAVEMENT LEGENDS a. ARROW g. BIKE LANE (§) INSTALL RPM & a. ONE WAY CLEAR AT 24' O.C. g. NON-REFLECTIVE WHITE AT 8' O.C . , @R28S Cf -- b. ONE WAY CLEAR AT 48' O.C. e. ONE WAY YELLOW AT 48' O.C. f. TWO WAY YELLOW AT 24' O.C. @ INSTALL SIGN. SEE STATE OF CALIF.~ UNIFORM SIGN CHART, 1979, UNLESS S_HOWN OTHERWl:;E. @) SANDBLAST • NOTE I. ALL TRAFFIC DESIGNATIONS PERTAINING TO. PREVIOUS DETOUR CONSTRUCTION WORK SHALL· BE REMOVED/MODIFIED TO. PROVIDE CHANNELIZATION AS SHOWN. 2. G 93 S SIGNS TO BE SUPPLIED BY THE CITY. 3. INSTALL R28S SIGNS ON STREET LIGHT POLES. 24' l •• r • r'. r • l E 0 0 0 0 0 O O ' I WAY YELLOW '-..NON. REFLECTIVE ID REFLECTED YELLOW SPECIAL R.P.M. DETAIL @) '-----.. •• .. · __ ---®=s _R_2a_s_ ,~ 0 -----=-==.::.::.::.::=-=-=-::~<!~=-==-=~~--=--1-:-::.....f-_:::::-::----=- Oo lJ ooo --· oo\E.~ "'o:o:0~~~~~~-~~~~~-~~-~R~S~~-e:""io0~0~~~~ • --.::~ __ IJ ___ o 0_· 0..._:ll=o=· o:o::::IJ~o~o~o~a,~o/~oo~ ~IJ:::=O:o:.::o_:: ___ ~_0__ -:::: ~ ----------== /:, . -~ . \:) -~R28S ---------------EXISTING • R28S-------- REMOVE @.g . · • REMOVE@ Cl8 ~ -'9 °q. S R'78 TYPE K I I I 'I I I . Pl ~ ~- R61 ~ 1- IJJ lJJ I-a:: :r 1-(!) Cf) .,/ "co & It) \@ . ~ PAINT NEW CHANNELIZATION_ ~ -~ I I 11 \11 11 l1\ rl I I I I I I I ~ EXISTING R-61 a: ~ ;;-r wO wa:: <fl lJJ 0 z 0 u I- ·----- ~ PS , --C ---.., . ~ (® P7 P6 ·,i-PB g REPAINT EXISTING CHANNELIZATION a, a,r -------.---,------EXISTING R28S----------- • ~-~-APPROVED • A-Pl :i. i1-1r-J'-j_,,,___c_--+--+-------+--=-l @t2U DESIGN ENGINEER R.CE. N0,22338 DATE t--+-c.,.--t--&c-z--:-Ao-,-r,t,_;e_q_oM-iY,--A_Jt_Jto_u/_5-,(J-/t---+c-.--1 PUBLIC WORKS DIRECTOR .~b~. I ,-14•88 S<IP, Ave. ~u: S.R.#88·107 • R.E.NO. IZ80G BASMACIYAN-DARNELL LINC. 4262 CAMPUS OR.,SUITt:. B-1 3-11-83 D.D.S. Li:, REVISED STOP BAR AND RP.M. {JUI) DATE..__ ! • 22-B2 N~:?~~9~~~~~,CA. DATE BY DESCRIPTION APP'D. ~;~D ~;IN~·z REVISIONS CHECKED DATE &co //-/1-5'2 CHANNELIZATION PLAN SUPERIOR AVENUE, S/O PACIFIC, COAST HIGHWAY TO TI-CONDEROG CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5469-S SHEET 27 OF 31 ' - - t • j ' i .-l j i-1 I. ' \ ~-'Pl ·1 K..,/ t " -u', ' ~ ~i ;"[ u -" . . ' I I \ ; I I --1 . I l I I <( 0 CD _J <( CD Mn L_ __ I EXISTING R·61 RIGHT 2 L./.\NES MUST -, ""' Rl~HT i Ur-<:I ,; '..J . R • l>l Si-E.CIAL 5 SCALE 1° = 401 ;~ R28S ------ {lN EXISTING STREET LIGt-iT / ~ --~ -/p\Y'ps\a \------~=====-=--------------22... --------- ------- • EXISTING R 28 S ---... -----·----- 1-w w ,-a: :c I- C) (/) er Ii.<{+ - g(!) UJ 0 ~ ffi • a z 0 (.) I- \ /' ' ~r<) -- 'Q -"' "' ·a, <l (!) 0 0::: w O' z 0 0 I- ,, .. -ea . + -;fl;.:,~ _,, P3 :::!:.. -............ ...._____ '---- ._PB_g ,,,.. -. ( S )R28S -'· ~ ------------- CONSTRUCTION NOTES ., I!~ (pj) ,../ PAINT 4" SKIP WHITE ( 7' PAINT, 17' GAP) {§) PAINT 12" WHITE STOP BAR REMOVE RIS " (§ >'AINT 6" SOLID WHITE ~3) PAINT Bu SOLID WHITE ® PAINT DOUBLE YELLOW ®' PAINT DOUBLE YELLOW ( TWL:) (§) PAINT PAVEMENT Li._GENl..:S a. ARROW g. blKE LANE (:l) INSTALL RPM 1.t a. ONE WAY CLEAR AT 24' 0.C. g. NON· REFLECTIVE WHITE AT s' O.C. r [l ~ s' ' 0 0 ' I WAY YELLOW REFLECTED b. (,NE WAY CLEAR AT 48' O.C. e. ONE WAY YELLOW AT 48' 0.C. I. TWO WAY YELLOW AT 2.t;' O.C. @) 1"ISTf,LL SIGN. SEE STATE OF CAUF._, UNIFORM SIGN CHART, 1979, UNLESS SHOWN OTHERWl,:;E. SB] SANDBLAST NOTE I. ALL TRAFFIC DESIGNATIONS PERTAINING TO PREVIOUS DETOUR CON:;TRUCTION WORK SHALL BE REMOVEu/MOOIFIED TO PROVIDE CHANNELIZATION AS SHOWN. 2. 393 S SIGNS TO BE SUPPLIED BY THE CITl'. 3. INSTALL R 28S SIGNS ON STREET LIGHT POLES. s' t I] 0 0 0 NON· REFLECTIVE YELLOW SPECIAL R.PM. DETAIL @ ___ (.::~c.)R_2_s_s ___ -~ cj .-,/' / ----~- ----'S R28S ', EXISTING R 28S ~-------- --~----------(1) -------- • ,r ' ~/ .,.__,-> R.EPt..!i';"f EXiS I l;'·JG Crlt..,·.:,,:Euz A Tl On /Y 1/ ✓----. IC:JR7B '>.:' TYPE K _,,/ ,,---. , ..-• S 1 R28S ,,/ ,, __ , ·Cl) cor ---=---"-'--------------------------------------------------._1 --. ·---------. DESIGN ENGINEER R.C.E. N0.22331:S BASMACIYAN-DARNELL LINC. 4262 CAMPUS DR.,SUITt:. 8-1 NEWPORT BEACH, CA. (714) 549-9940 DATE R28 S----· -... ··------·-- APPROVED 1-----+-..r-+--------1------,--1 a a~ " S PUBLIC WORKS DIRECTOR & Aoo Til"2ll ONLY AK/l.Ou/5 f"(U Sf..lP£ I Al/C. If£/:'. S.R.#88· 107 3-11-83 ODS /\'~ REVISED STOP BAR ;,,N;) RPM DATE BY DESCRIPTION REVISIONS (.\''v R.E. NO I zaoc. {)Jµ DATE..__ I -22 • 82 APP'D. DESIGNED 5£:0 CHECKED &co DRAWN 0_5, CL'. DATE //-//-8? CHANNELIZATION PLAN SUPERIOR AVENUE S/0 PACIFIC COAST HIGHWAY TO TIC:ONDEROG CITY OF NEWPORT BEACH R-5469-5 PUBLIC WORKS DEPARTMENT SHEET 2 7 OF 31 CONSTRUCTION NOTES: ® PAINT 4' SKIP WHITE (7' PAINT, 17' GAP). @ PAINT 6" SOLID WHITE. @ PAINT 8" SOLID WHITE. 8 PAINT 12" SOLID WHITE. ® PAINT CROSSWALK. ® PAINT DOUBLE YELLOW ® PAINT DOUBLE YELLOW (TWLT) 8 PAINT PAVEMEN_T LEGENDS; a) ARROW (RT OR LT l. {§) INSTALL RPM ; a) ONE WAY CLEAR AT 24' 0. C. b) ONE WAY CLEAR AT 48' 0. C. d) ONE WAY YELLOW AT 24' O.C. e) ONE WAY YELLOW AT 48' 0.C. f) TWO WAY YELLOW AT 24' 0.C. INSTALL SIGNS, SEE STATE OF CALIFORNIA UNIFORM SIGN CHART. NOTE: ALL TRAFFIC DESIGNATIONS PERTAINING TO PREVIOUS DETOUR CONSTRUCTION WORK SHALL BE REMOVED/MODIFIED TO PROVIDE CHANNELIZATION AS SHOWN. SEE SHEET 27 , I ---- ..___ EXISTING R.P.M. ,1/ HW'f. ~(;! _____ _ -----------_-r~ ~co~A~S::...:T~-----_:-_-_-_ --_.....;.--·- -- ----- BIKE PATH ----- ;0Rl8 4 FUTURE CURB s RIB ----------- - -o "' w -;, ---o -~ --<t --"' -"' "' --Q :,: (.) . FiEPAJNT -EXISTING -90 REPAINi fX\SilNG -·. \, -"' ::;; "' PB a ~ Q Q -------- SEE DETAIL 32, pg. 6-21 TRAFFIC MANUAL DATED 7·1981 SEE SHEET 27 -- -- -- ------•• ---- t; EDGE OF' PAVEMENT -.., Li::, ~-• .. -........ • .-.~---....... -... ·., ....... --.. "' .-.............. ;f. --=:----------------!_-_ -~=;=;=e=R=E=P=A=IN=T=E=X=IS=T=IN=G=~~b-=:======·'\@~P33;:_:_:_~~~=-=-=-~~~~~:~~=-=-=-=-=-=-=-=-=-=-=-=-=-:-~a:,~=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-==-===========::::::::~....J -----------!·~=--~-o~-=~~~~~:::~~~==~~=~;;:===i==~~~~~~~~~;;;=========~~--=-=-=--=-=-=-=~~5.-=-=-=-=-=--=-=-~i~~-==-=~=~-~~~-?~=-~~-=--c_~-~-22;:-;==-;====--- -----=----~ - ----= --~ -- ,_ EXISTING R.P.M, __;··· --• --- 00 ------------------,,,.-, EXISTING R/W EXISTING CURB____., --------------------- ff-[ J- DESIGN ENGINEER R.C.E. NO. 22338 DATE ff 0 "' ., 1 I APPROVED SEE DETAIL 32, pg. 6-21 TRAFFIC MANUAL DATED 7 -1981 ' aoJU,.. CHANNELIZATION PLAN PACIFIC COAST HIGHWAY 8 ~ BASMACIYAN-DARNELL, INC. PUBLIC WORKS Dl8ECTOR 1---+---+--------------+---l R.E. NO. IZB06 E/0 AND W/0 BALBOA/SUPERIOR • DI . 4262 CAMPUS DR., SUITE B-1 NEWPORT BEACH, CA. (714) 549-9940 3-11-83 D D.S. ,i'i\, REVISED E.P., BIKE SIGNS ADDED DATE BY DESCRIPTION REVISIONS ~ DAT I I -22 -82 APP'D. DESIGNED SEO CHECKED 86"0 DRAWN C£ DATE //-//-,!/,? CITY OF NEWPORT BEACH R-5469-S PUBLIC WORKS DEPARTMENT SHEET 28 Of 3l j ' i i . ' . " '"'" ' -.. ,, :· i I /, I --------------• ------------------ ---------~- J ~----::>- / I --------/ ,. -------------- -----. - ' --'-.. ___ _ ~ -~-- "--] I ~ I • / / /~ ,,~ • ,,,<~· ~ ·. -, ,.,,,, ',, - , I I I I I I I , I I I I I I /. p,e,447 ~.Ct"~ 84,,f,</,o,!!' B)f'~,W,e: 7l4~~ w#e,.,r ti,f"-4~:5 h"A"RP/,</4' t:?R A"~!? R~E C~t?J/e'/f" .?R 6U8Te;P,t" All e,'f,</ 't:)j/,e~ ~L. !?PdP ,q/;(: ~ ~85/A'CRe? t!! :£8&/ A'CRe ~ LD&/Ac.ee :2. ,#jJF,<,??7~/Z'e,<' ??J ,Se, WPr"L/80 -47 ,4 ,e.472-.~; ,,<//;'?e0(¥e!,</ ,.fh'P ~ LB&. e>r,,.,.,,.#<2>"..P#?'R~ ~~ ~ 7t!fiGP4N'P n '7"/~/Z'&TR n?8ff,4,t?,&r/e,c? ,S'y'h"J~ UU~C#/,</q WrE~/4L. /,</ A H/4re,f" :-st:vRRJ( .;( AUi/UTA/,</ ~epeo SL~PE5 /,</ ,,4 ,V;:7/~r cc:,,</P/T/.::::>,</. WILLIAMSON~o-SCHMID. CONSULTING CIVIL ENGINEERS AND LAND SURVEYORS 17782 SKY PARK BOULEVARD • IRVINE, CALIFORNIA 92714 • (714) 549-2222 APPROVED BY , }R<;o?5:-,\,,.. u,J.o v gc,p_ u, ,aw DATE APPROVED a--+---+---------1---l el a J£L ?,4!l/ P.:1f?'A /7//4/df .-P~A tC/ 7t/P&R/t?R A//E#dc A,</0 W.S:17r Ct?A£iT #/,?F#W4y' PUBLIC WORKS DIRECTOR t---t---t------------_JL-__J R.E. NO. I ?,806 DATE BY DESCRIPTION APP'D. REVISIONS DAT DESIGNED 5.T. CHECKED • JA.M. I -22-8 DATE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5469-S SHEET 29 OF 3 I • ). \ i' 1 \ : i i ! . l . I ' :' I • I , I I .! A'/11" ScG CtJc.r,> -----i--\ PL4N/..Vc; /?ET4/t (TYP.) V-4. CPA/ST. l'ft"4.C. tl/71:°R LAY -' --W/7ACK eo,qr A'?T6 -_____ Ct?L-1? r".@N/&'.&=~ . = -TYPICAL ScC'T/OlVrt:?R - - ~ ---- t:lVcRL/IY-SUP~/?/OR 41/G: tf' PL//CeNTIA 4Vc. SUPGR/OR ------/NOlCA?"ES EX/STIIV<1i CURB .e./A/,=, -r----P-IIVO/CA' TG'S L.IM/T.S t?F A'.C tlVGA'.<AY - C.oA/s rRuc r10,,v A/ores (jj)--AoJt/ST 6',!:'IST//1/Cj ,lf/.4Tt!f,'f' l/-4LVG CC.:V6'A' .4SS4TM-5,tY n:? 6R.40t:. . ©-Ct1,t0 PLAA/6' E,Yl$T-0/cf PA'VeA-?E/47 Pi:'R Ot?T-4/L c?#' S#EET .!JO. - @-.R-4/Se E,,t'ISTl/f/4' St/R//GY Mcw'UA4t!f#T Ci?U:R 727 6RAOG. @--coA/G'TRVC,7 ;'/r• 4.c.'. t?VER,:::A'y H//77/ ,TA'CA:' CCJ.4T. ®-/?OJt/ST ,#,41//1/,lcJ,tE ,&,e,;,,wE A"N,t:> c!cJVER n? a.RAOG. ------ ,:t' t1./, c )( IS T. P,4//,;T,t.1,G"A/ ,7 $'URF4C € CPt,0 P.( ,4,Ve eX/ST. ,P,4{/t!f,ff,!:A/,7 O.I' Ot!i"EP av 4 -,,, IV/PT# AL-PNc; A'L-L GPTTe.R t!f',?6EG eXCEPT AIT Lt::1c477tP/r/S' ;r#ERe COLO PLAA//A/G OcT4/L SC/IL.&{ : I''= 2' Al/t=Nl./t: APPROVED ~-------~r--+-~---t~~aML WILLIAMSQN~SCHMIO PUBL~\.~~RKs ~~lc6~ DATJe 1, l!,,o. CONSULTING CIVIL ENGINEERS AND LANO SURVEYORS 17782 SKY PARK BOULEVARD • IRVINE, CALIFORNIA 92714 • (714) 549-2222 DRAWN 1-===,-----------------------,:-:-=-il DATE BY DESCRIPTION Al'P'D. DES!9JS APPROVED •v DATE n----'----'---------------''-----11--",/A=--'-"'-'-"'-~----1--~M=~-=s'----1 '2?-YYti:? REVISIONS ci:,,;.;;, oA'J_ ?-SJ .- PAVEMENT OVERLAY PLAN SUPERIOR AVE. FROM .300'SO. OF TICONDEROGA _ st: ·TO PLACENTIA AVE. AND PLACENTIA AVE. FROM HOSPITAL RD. TO CITY LIMITS CITY OF NEWPORT BEACH R-5469-S PUBI.IC WORl<S DEPARTMENT SHEET 30 OF 3 f JN. 75333.02 ; ,,t -: j i' ,_ JI • --------------------------------.------------------+-------------------------,----- I \ 80' P3 . -------~.----,"·-~ ltO' P8'-3- CoNsrA'vc T/OA/ A/ores --~---'-"';---~,: --::::.._----/- - ' \ i ®-P4//f/T 4' SK/P /Vh'/Te (' 7' P4/A/T., /7' 54P,) _ • : ~P4/NT C,." 5t>L./O ff,WrG_( f'i:,' L.O/f/6 4' P4//VT, a' 64P4T 4PPRO;.?c7?'-ro-/N?z:R$i!!'CT/e?A/S) @--P4/A/T 8" SOL/0 11////Tc • , ~P4/A/T /£" Se?L./0 IV//ITE • - , §-P4/Al'T ~th~Li!i" YELLe?IV _ . ~P.4#/T OC?P$LE YELL.ON ( T#L. r) &P4/#7 4" Se?L./0 iWh'/Tc' ~P4/il/T /"'4VEM€#T tt.E&€Al'O.S . V --r a.) 4RROIV ('RT. tJRL. T.) b) STC?P -: _ _:__g,_)__g/ge . L. ,LlA/E ' h.J OA/LY \1:, ?.10' --------~ ----------- 0, r-------- SOP£RIOR ,41/E/VL/c \ .. , ----- P4- PL4CEA/T/4 41/IE'A/L/e ")><.. .......... ~ 'fo' / "Z. ' " -C. ~ - "(:" \ \ ~ !!! \ Pl ::j "~ ~ X' ~ "IJ \ 'tt: l ) ~~ PL4NCEA/T/.4 WILLIAMSON~O'SCHMID CONSULTING CIVIL fNGINEEAS ANO LAND SURVEYORS APPROVED .. l A A M ,I -_SIBJPl1lG e_L~t,.! Kg •Wo ,~ _sueEBIOR AVE. FROM HOSPITAL RD. TO -Pu~e=uc~W-OR~KS-D~IR-EC_TO_R~-,~__e_-L_ACENTlA AVE. ANO ~LACENTIA AVE. FROM H----+---+--~-------------1 R.E.NO •• ize.oa. HOSPITAL RO. T0 CITY LIMITS ~ ~~-~ ·---i •1-,-,,===-::::-----------------------::=;:-{I DATE APPROVED BY DATE l}-----'-----'-----------~-----'-----f--=::c-77':':'-------t-:=c-'--"-----J 17782 SKY PARK BOULEVARD • IRVINE, CALIFORNIA 92714 • (714) 549-2222 BY DESCRIPTION REVISIONS APP'D. DESIGNED DRAWN CITY OF NEWPORT BEACH R-5469-S J,4,1,f cC He1G CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 31 OF 31 ,/,,?,,Y ~-7-t!U J.N. 75333.02 I -,...,.,.,--···c~ • ·i . . ! • L . ! • ' . .L ;· .. f • j ' I \ : . \