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R_5649_S
U) I en tj- r ( CO, L() I a: -. 110409 CITY OF COSTA MESA VICTORIA N ST VICI N ITV MAP ¼ 0 ¼ l/2 3/4 l Gfl:APH!C SCALE lN MllES SYMBOL LEGEND SHT.• llESCfflPTI°" • 0 POWER POLE MANHOLE 1 TITLE SHEET 2 AVOCADO AVE, PLAN & PROFILE 'Cf FIRE HYDRANT METER SOX VALVE 3 AVOCADO AVE.PLAN & PROFILE ' ~ ' AVOCADO AVE. PLAN & PRO~F-IL_E ________ -1 5 STORM DRAIN LAT, A & LAT, B POWER POLE ANCHOR .{}. MONUMENT = FENCE BLOCK WALL TREE SHRUBBERY ASPHALT PAVEMENT ~_$-"~ BRICK WALK I·. . . . . ·I L::"-~;.;;J CONCRETE I; ;;J ku-Lu:---,c.d BU IL DI NG EXISTING CONSTRUCTION NEW CONSTRUCTION ---i-CENTERLINE -----w- --€-- -TEL- -Tl'- -SP- SEWER LINE WATER LINE GAS LINE POWER LINE TELEPHONE LINE CABLEVISION LINE SPRINKLER SYSTEM STREET LIGHT EMERGENCY TELEPHONE AGENCY - SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT SEAC!i.U'T\LYT\E"!:, - COUNTY SANITATION DISTRICTS GROUP W CABLE OF CALIFORNIA COMMUNITY CABLEVISION UNDERGROUND SERVICE ALERT LOCATION MAP NUMBERS NUMBER 634-0251 895-0221 551-7736 644·30!1 962-2411 EXT. 222 '642-3260 720-2056 1·800-422·4133 CITY · NEWPORT PUBI_JIC WORKS - / OF BEACH DEPARTMENT QUANTITY ESTIMATE ITEM! DESCRIPTIOfol f:::,-~~ 01 CONST,?fAC W/SEAL COAT O\'ER1s"AB l'I/PRIME COAT 02 CONST. TYPE 'A' PCC CURI! & GUTTER !S'Cf) PER NB ST0.182-L 14114:20 ' S.F, i;.,oos L,f. 03 CONST. PCC SIDEWALK PER NB STD.180-l SS,000 S.F. I'? LA. OG ADJUST £XtT. M.H. TO Gi<AOE OT REMOVE EXIST. BARRICADE / LIi. 08 REMOVE EXlST, 4,5"V'CUH£R l.F. IMPROVEMENT PLANS FOR 09 RcMOVE EXIST. G,5'CUN:TE DITCH 370 10 JOIN EDCE OF PAVEMENT BY SAW CUTT INC 1-0' & REMOVING (XrST. S.F. RAGCEO OR CONFORM,NG A,C.PAVING, FEATHER OVER FOR SMOOTh JOIN 1,500 EARTHWORK QUANTITIES RAW CUT = '2.1,1-46 CY RAW FILL = ~,?.31 CY THE ABOVE QUANTITIES ARE FOR ESTIMATING AND BONDING PURPOSES ONLY AND DO NOT INCLUDE ALLOWANCES FOR SHRINKAGE AND SUBSIDEijCE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE EXACT QUANTITIES AND REMOVE EXCESS MATERIAL OR FURNISH MATERIAL THAT IS-DEFICIENT. AVOCADO FROM TO EAST AVENUE COAST HWY 11 REMOVE EXIST. A.C. BERM IOO 9,350 S.F. 13 SAWCUT ANO REMOVE EX!ST.CURB & GUTTER !50 LF. 14 REMOVE EXIST, CHAINLINK FENCE 3G.O I..F. 15 REMOVE EXIST. CONCRETE SLAB SAN MIGUEL DR. 16 REMOVE EXIST.PLANTER CURS 80 R/1'1 '27.oo' • 4<o.oo' 10'-0 G,' 10• cp STR. ¢. ',,. V CROWN LINE 2 AVOCADO A VE. STA. 1+50 TO STA. 3+99.04 A VOCAUO A VE. STA. 4+41.04 TO STA. 18+39 R/li ··-·---------,. " ,. U . c¾\<o"T. s/W EXIST.CURB CROWN LI NE -....., (io) =---. I ... 1.1:=--1 II -------========~ j ,.--, ______ _ L -----1 __________ _ AVOCADO A VE. y STR. ¢. I _ 1.1x I 2 STA. 19+45 TO STA. 26+45.23 DAiE. :::, WESTERN PACIFIC :i . ENGINEERING, INC. CIVIL ENGINEERS AND LAND SURVEYORS j .151 Kalmus Drive. Suire D·102 Cosro Me,,o. Colil'omio 92626 714/540-1021 GENERAL NOTES 1. THE CONSTRUCTlON OF All PUBLIC IMPROVEMENTS SHALL CONFORM 10 THE REQUIREMENTS OF THE STANOARO SPECIFICATIONS ANO APPROPIATF. STANDARD ORAll'iNGS OF THE CITY OF NEWPORT BEACH (STANDARD DRAIIIINCS ARE THOSE DATED \e>e,& OR LATER>. UNLESS OTHERW!SE NOTED. 2. STATIONING REFERS ro THE CENTERliNES OF THE STREET EXCEPT WHERE OTHEflWiSE NOTED. 3. CURB DATA REFERS TO FACE OF CURB. 4. ALL CONCRETE CURBS,GUTTERS.SIOEWALKS.DRAINAGE STRUCTURES AND RETAINING WALLS SHALL BE CONSTRUCTED or CLASS SGO-C-3250 P.C.C. 5. ALL EXPOSED CONCRETE SURF ACES SHALL CONFORM IN GRAll£,COLOR,AND FINISH TO ALL ADJOINING Cl/RIIS AND SiOEIIALKS. ALL UNDERGROUND WORK SHAU ilE COMPLETHl f'R!OR TO f'IIVINC OF STREETS. EXISTING UNl)ERIJROUND UTILITIES ARE AS PER AVAILABLE RECORDS. . THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION ANll El~l/ATION lk THE FIELD. WATER PIPE LAiD ON CIJF!VES WITH RADII 6£TIIEEN 80',ANIJ 185' SHALL USE 6.5" PIPE LENGTHS. COl'ISTRUCT THRUST BLOCKS PER Ci TY STD. 510-L PIPE SHALL NOT BE DEFLECTf.0 MORE THAN 3 DECREf.S PER JOINT, WHEN NEC£SSARY.Sl-lORT SECTIONS OF PIPE SHALL BE USED TO ACOMPLiSl-1 THE DEStREll Ol'FLECTION. THRUST BLOCKS SHALL BE PROV iDEll AT AU. BENDS GREATER THAN 5 DECREES. z,z.so EA 20 CONST. LOCAL DEPRESSION PER Nll,STD.304-L B 9/S l...F. 2.10 L.f. 11, I ,-1---1 30 PLUG END I 9 .......1.--[:'::_, ~; c::<>NSt 3 A.G. 511)EWAU( ~ Acc~5;, RAMPcTt:.MeJ . .. .. , • 100 + sF ~2 ~i:~ <'ic>'E:'N'E:'R LA, .. 'R,l>,c:;:;;;..-..c\i(_-1n· iN~;;L~G 'E:\.l<;) • -I 1s-• j 7..F 'Ill :II H-3-fn>L.L -NS'tWFlt,~l"'<&V. 1 ENC. PEiiPt Na ... I :o --~Co:-.L "'. XG E Pr UC!>E-c;TA!N. c~-· "".'"~: .. , --•-,.•-7-i:iA J.,/1 4i-TSf].\.. CAet-Ne.T t'-10oe.L. r,19 ME.0.<S'IC.-t-'\100 <;/ss ---~-, ----'" .:._ 34 iN5TA.LL 'Pi_PE. ....... H.D FITTINGS PE:I":-C.NB s,:~D -62'.I-• I eA 35 . \ \4<o-. .... l-L el' 'PRE,SS\.lR"-"""-0\.\C\""-'i>,i>.,\ON ?'i=R c .... , ?... ~A'-\OAV.t:l ws z I -L / I E /',:.... 16-COIJST. 1YPE "B" ?.cc. CUR5(8'C.F.)?ER NB. STD. PLAN 182--L 52 L.f' -37 \\..l'i!.'TAI..L \'2"!Zbt4.e.'LO\.IG l"i: OUC"l'l\.."i!r \ROI>\ <;;.'POOL. / EA-1--t------,----------;--------------·--i-------r----- 311 • \\-.!'i:,'TALL \'a"XG." 'R"T. '),',I".,-"t'E:'f: >N/,.,,.~<fbT 'e>LOC¼. ,3 ff A, .• <!!>, UT!liTY ANO STORM DRAIN LINE D,STANCES SHOWN Iii PROFILE ARE HORIZONTAL ◄2 INSTALL 8'ACP CL,"U»WATER MAIN DISTANCES. ,--;1-------------------------------...--·----•-;----/95', L .. F .. ◄3 INSTALL 'l' ll'ATER SER'ViCE PER NS STD.503-L 1,, Fi,A. 10. ASBESTOS CEMENT STORM DRAIN PIP£ MAY BE USED 11'1 LIEU OF REINFORCED • , . .< CONCRETE PIPE. !)-LOAD STREN(;Tli OF ASl!f.STTOS CEMENT PIPE S~AlL SE ~OT LESS f-◄-◄_,_1_NS_T_A_L_L_F_1_R_E_HY_O_R_AN_T_A_s_s_EM_B_L_Y_P£_1!_N_B_S_T_D_.so_o;....·l._(c_o_M_M_"'_"'_"_·'A_L_l-l_-< __ 0_1s_A_">_T_A-+--·-'---+--E.A. TkAN 1,5 T1MES T11E INDICATED 0-lOA!l STRENCTH OF R.C.P, WHICH IT 1$ REPLACING, 45 INSTALL 12' \'!o,F. VAL VE, !<T >< F'L.C~., ~ tll=>.-STD, &O-e:, -I-4 E.,A. \\. THE l'IALL AND FACES OF ALL EXCAVATIOIIIS CREATE!'! THAN FIVE 15) FEET IN DEPTH $HALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM: SLOPING OF THE GROUND OR EQUIVALENT MEANS. TRENCHES LESS THAM FIVE !51 FEET iN DEPTH SHALL ALSO BE CUARDEO WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. T~E CONTRACTOR!St SHALL O!lTAiN A PERM1T TO PERFORM EXCAVATcON OR TRENCH ll'ORK AS DESCRIBED IN NOTE NO. 'I ABOVE FROM CAL/OSHA, ALL EXPOS£!) FERROUS METAL PlliRTS TO BE GALVANIZED PER STANDARD SPEClF!CATtONS AFTER Fl\l!RICAl!ON.. /ILL MANHOLES SHALL l!E LEFT BELOW PAVEMENT GRADE AN!l BROUGHT TO FINISH AFTER PAVEMENT IS iN PLACE. ' ,S. STAT10NS SHOWN THUS liE:1i1ll ARE SEWER L1NE STATIONS ANO ARE INDEPENDENT OF CENTERLINE OF STREET STATIONS. ,c.. BEDOINC MATERIAL SHALL BE USED 1NAlL UT!LITY TRENCl-l£S, INCLUIJINC WATER MAINS. \'T, TH£ SEAL COAT Sl,All CONSIST OF SS-IH ASPKAlliC EMULSION !PAVING ASPHALT GRADE G0-701 AND SHALL BE APl"Li ED A MINIMUM OF 30 DAYS AFTER THE A,C:. PAVEMENT COMSTRl!CTION IA$ A PART OF THE CLEANUP OPERATION) AT Tlit RATE OF 0.10 CAL/SO.YO. ---r---· 46 INSTALL 8'B.F-VALVE, l":"T;< l"L&, f'E.'-"' N:e,. ,s-n;;,_ 'e,o'b-L. I £.A, 47 INSTALL THRUST BLOCK PER NB STD.510-L 7 E,A. f---<f------~------------------------+-------+--- 48 REMOVE EXIST. CAP 8' THRUST BLOC!\, CO¾~'l;,C"\' W/AC. 'f'Lr:'/4 COl.l'?\_\N<2,. 2 1-;...1-=-------------.;.._ __ .....;c..;.;;;..;....---'-;._..;.;..;..;.... _______ -+------1--- 49 INSTALL C.I.1"\:..l.ll;!, .OR!;!' 'TH~S"'I' ?.,\.QC~ l"r:~ C/"1,,,,,,<;;"TO,"=-\Q-\... . -· 2 .• • E,A £,.A., 50 INSTALL 12"><12'><8' TEE, la:\ '/4 r'I: W/CQl-\C. 7'Hl<.l,l'Ei"T 'o\..OC,<.. z E,A. >---<>-------------------------------1---•----¥-r---- 51 INSTALL 12'XII' CROSS, R"T. X 'F.\..c.,, . . I E.A. 1---,1-------~------------------------+--·-·--·---·r-··-- 52 AD...ILJ<-~• 1=><:10,. wATe,e,-H~,oe,. ,o &,e.t,..OE. . I t"A. _ -------------------..------, -53 E.X\'5"T. l"\'R<= \-\YDRA\J'T "TO '1!>E, l<i=\..O<;;A"'°OJAUJ\l"5'1'1=0 "TO G'RAO'I'=. 5.4 • C.ON7f. 1Y!'"I:-•o· P. G.G. GUI'<.!!;;, !\. c,,ur1.-1<-. l2>" C-r) i"E-1<-. N.P.:,, ""' c,_ I e,ct, L. 55 IZ" X B" REDUCE fl l'L,G. X .CL G, AVOCADO AVE. CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5649-S SHT. \ OF 6 "' ii ffi ~ OJ ~ ~ ~ lt' ::1: !l , .. :J 8 f z ~ s ,_ ~ I;" (!) i ~ f> !•:; z ~ ~ I'' ~ I :!: is ~ , .. , " ,- a: ,, g □ Cl ;r ~ ,, I' I ffi..t: UJ ii l u1 ~~ gl ~ < "' ITT w El ;: Z··-' • I r-; :;. (!) 2 z [" ' -r! 1'i Z•.ci ~ iii j•-' -I I 1:~ ~ <i <[ ~ N lj J:J a:,, " 0 /. (} 9 ' u, > 0 :i: ~ ,,> 4-~ CD ''€) <D ,..,_ . ..., ,_,, .. ,,,,,,,, .,,..,. .,,_,,,,.,A ,._,,-.v.,J.&<f-,.,,,., .,,, ---- 0 0 ' 0 0 0 0 0 0 .M:.P. /",r;,c,,:,,-~,i;.-,~ 0 0 _,,,,,,,.,-. ........ ,_ 0 0 0 .:-4~~ 0 0 0 ,,,.,.,.,....._, GRA,-l!r A"i,,Cil,lorMl'S'I..."'.\' CE::."\" A\\... -w~'T .. ~_;" CON.C.C.D\...LAR ?l:cl'-! 9.:oTD-31 ~-L C>E:'=.\ L. T\NG a.A'!.,\W R\'!.,1::R. 'P'=:"TA.\L. ~ "-'·•·'='· \::::I y>pP' 2{ f-~: J \:~ r IVw ~,_,,_:_;. ~ ..±..I b ~ I if'' i'.J IE_y ~ -'---'P.-'-. --'c'cc..c'-. -'-A--'PR<"-"O_N--'-( .M_O_t>.-'-_~) --tjj;\ N.T. s. '-:.::.I CONSTRUCTION NOTES , CONST,!,, A,C, I/SEAL COAT OVER 1s"A,B. W/PRIIIE COAT, ·~ /i;;,, CONST. TYPE 'A' P.C.C. CURB & CUTTER !8'C.FJ PER H.B. ST0, 182·L, CONST, P.C.C. SIDEIALK PER N.11. STD, 180-L @ © CONST .ACCESS RAMP, CA'=>'ia: ~ ?'g,,R :1,,1. 'o. '=i'l''D. I&\ -\.... ([) Ail,IJST EXIST, ll.H. TO GRADE. @) JOIN EXIST. EDGE OF PAVEMENT BY SAW CUTTING l.o' ANO REMOVE EXIST. RAGGER OR CONFORMING A.C. PAVING, FEATHER OVER FOR A SllOOTll JOIN. ~ ~E~llf>e Al-I... AC PAV1NQ. ="C.l. WA~'°" ~C.,<. Wl,-,.,.\>,I R\w @ CONST, 8' V.t.P. SEWER MAIN. @ CONST,i,'V.CJ'. SEIER LATERAL I!, 01..1:,,0,,-101..1, -c:w,'i!t,. '1!,-n:>.4-0<,,•I.., @ CONST.S£1ER MAIIIIX.E PER CITY STD. 4o\-L @ REMOVE EXIST PLUG & JOIN. @) PLUG 00 ® INSTALL 12" A.C.F'. CL. ZOO WATER MAIN. @ INSTALL 8' A.CJ'. CL. 'ZOO WATER MAIN @ INSTALL 2" WATER SERVICE PER H.B. STD, 503-l @ INSTALL FIRE HYDRANT ASSElllll Y PER N.11. STD. 500-L(.COMllA'c'RCIAI.. 1-1\'tl'RAI.I,) @ ® ® ® @ @ INSTALL 12" f,.f' VAL'if ~i)( F'U,. !'El'!-1-<.e. ,e,w "7oe,-\.... INSTALL 8' e,.f. VALVE e·o< flf,, nic: t-\.B. 77'0. '?Ot>-\.. .... CONST, THRUST BLOCK PER N.13. STD. 510-L ~ REIIOVE EXIST. CAP l THRUST BLOCK. MAKE. COWt-!U,i\0\-l W/A.C .. COLl.k.l<. 8 INSTALL GAF Al-10 'TH!':0':>1 e,u;t:,i::. f'E.!':. 1-1.e. '6,,0_ ::;,to-L , REIIO'IE EXIST. CIIAIN LIN< FENCE. @ REIIOl'E EXIST, CONCRETE SI.AB. @) REIIO'IE EXIST. PLANTER CURB. @ f'.elblJl.-r~ e~•s-r B/>-1'>'-FU>W ffeversT-.....,t> w.r-,,,. f1'!e<-e>u>-N :;:; ~ r.:;;;,..®··. CONS.T.P.C..C. Al'ROII 8"CONC ..• OVER 4' A.B. ~ cJ,U>,'S\C.,lfio1"l., '10.o l ~ ~ .. ~ ~-.. _ CO~'T; .'2.4:-"'P.'l,C.W~'M_P~'R.W'\kLOc. :S'i::.'R,\~ 4-Q,)-E'IOR\.t\O~A\\'4; O _ @. CO)-Si', D~\\..,.-C\"NGi ~\¥-\ W/'2.~'c~.~-~\<o'i-:..°R,"fl''£R o~,. ½~'N. ~ @) CONST, LOCAL DEPRESSION PER N.13 STD, 304-L. 8 ~ ® • s·~ 51 INSTALL 12'X8' CROSS!!'«: RT. x rue,. + ,.. o:!: CIJIVE DATA 0 DELTA RADIUS LENGTH TANGENT A e;, Ill' e;n' 1c:i" 2000.00' ?,01, 81 to4,03 B 3.i. :s,7' o~'' 2046.00' l'Z-'\, Z.O ' G.4 ' c,-z_' C 4 ° 18' 09' ao.oo· 6.01' 3.111' D 9 ° 51' 11' 400.00' 68.79' 54.48' -'( •. lt°Zh' 1e,," 11:;;,,7,;,·, z.z.c.,7· tl0'!,8' F If' z_t:;,' tC., " i"?B. ,"? 27,c.,c,, l'?SB 0 G . ::'>0 '?'1' 1( l'\18 .oc,' . t ;;;,,,, 4'1 ' ,:,,e.u,; H 2,.C". t=:?Z1 08" tC\78.06 '"l'l,04 '\'I. ""3,' . 1 4'.3S'44" zoqo. oo" /60.4'l'. so, ;?.t;.. j -·' 2/7S D!ETERICH-POST CLEARPRINT JIO llO· 0 74.80' 2 ' d, -' , .. r------i I ".I *:el: ' ·-- ,,,, . .I &11 Ci./R8 ,&',«'4" ' ,f)ArTER • ,...,~J? ' A/!.!'A = /.IV# "' ' 29 W.T.C.·. PROFlLES ' ' -.· • ·_-_:·' .::·. -__ :~_ .: ___ : .. -·t:'.·~--~,; ;, •'S=b.ooi-z. • • , :t:::::: _.,_...- ,l_~i : ' tu{<j ~ ' teii 3 . I' I @~TYF'E •A" f'C.C. C.URB ~GUTTER c-- Ji,·,-/ -. '>,10''1=" I ~ ;::: .. _.,, .,. .--.... ' • ... , ' 48 -;: /_o .. ~:~ '..,,:,_' ----w.,·,- ---"--' 'FO'R 'l?'RO'l"\Li; OF \ P-.,V,JR,..L ~G' S'Ei:'I=-"2,\Jl'a'i:, '--12 loo;,, 8 "" 0 p Q 6 '!." S'G'.' q~• C";;:Cp' 6?,/' o.::«' iO Ill :, \) u ii, 18° I e" .o-Z. ' ,t,; ' ' ' "' PROP, T.OP .. Of CUIIII . , : -t,o-<7--. ---. ~-· . -·-.. -... •• - ' .,_, __ •. -> u .'. ·: •. -,-- ,,., QF>Of"' 1-z..' ' ,O,..,:,.·' ' ,P..' • ' WJ,.."t'E,,;t.. "11 A I "1 • -. • :...:. ' ' ' ' ,. ·Jli•· ,_ • ·• 10,'li' • L.O .c;. · Rfli_.,., -.;.cc, \0\4 • .l>--A° N,,.c;;,, 43 "' + ------ 6 t,l);iS>T. ?.c C.. C-LJRB"" .:,,OTTGR !"'ER "i'oEC.TlDN "f>--,,.:' ., AVENUE . 140.G?,' 70, ?,4' -Z.0"1 "'·= 30.00 .a_q.1~' -,,,2,14' PA.-.S. ~-00 ,4'3,"l '\ . v:.,s--i: 01 DATE a• '2<> vJ?. BY 1 DESCRIPTION REVISIONS -' • iO'l• <li Iii .;..,.......::- 1;9'3¾ ., 8 Nc:n-'E::-~ 1 .. f"ci,.. 4q•v1c;' ~,o.(;, P.\t.J:, "· 1-z_<;; O<\ 1_,·:1' ·1',,, g - COi-Bf, TBMF. h ,::, . ·e t-li~--0"0 .F.1.IE!f:_ +t ye~" -,e~y.,;.P, ,..,~ • '' ' '-,··~·· -io' -.,.,,..,.~, F.~.-,,,,,,,- 10 'PO'R. '::,,C,R'I.,\ 01'1.,l>.\NS <s'ee'& S\..\"'I', 'I\''<':, B ,ji,a, <.l APP'D, DESIGNED w, ., CHECKED VV, DRAWN H,.O...L- DATE !-i-z.-9o Pl.AN AND PROFILE FOR Tl£ IMPROVEMENT Of AVOCADO AVE. FROM 0+00.00 TO 10+00.00 C:ITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET (f) I m/ ,;;:j-( (.0 ~o I a:: lo" J l I t35 CONSTRUCTION NOTES CONST,6,A.C. W/SEAL COAT OVER 18 "A,B, W/PRIME COAT, ~ & CONST. TYPE 'A' P.C.C. CURB & GUTTER IB'C.F.) PER N.B. STD. 182-L. CONST. P.C.C. SIDEWALK PER N.B. STD. 180-L CONST.ACCESS RAMP PER N.B. STD, 181-l. G,A-!;>e" E'. ", .. ' ·- ,.J 10 CC;>'\JS'T, RC.C. A'?RC>>-l, e!'CONC,QV'ie.R 4-"A.'?.,, Pl=R. C.>U!,, SW, \<o\·l.(MoD\\"\<,D). @ REMOVE EXIST BARRICADE REMOVE EXISTING 'V' GUTTER. JOIN EXIST, EDGE OF PAVEMENT BY SAWCUTTING !.O' AND REMOVE EXIST. RAGGED OR CONFORMING A.C. PAVING, FEATHER OVER FOR A SMOOTH JOIN. CONST. 8' V.C.P. SEWER MAIN. @ CONST. •/'V.C.P. SEWER LATERAL & Cl.'cA\.!OU.,. P'=R C.>!>b,""1:o.401o-L, @ CONST. SEWER MANHOLE PER c."1,,.,,s..,.o, 40\-L, @) PLUG END @ INSTALL 12' A.C.P. CL.1,oo WATER MAIN. @ INSTALL 8' A,C.P. CL.'1.00 WATER MAIN @) @ ,, ® @ @ ® INSTALL 2' WATER SERVICE PER N.B. STD. 503-L INSTALL FIRE HYDRA!iIT'/\SSEMBLY PER N.B. STD. 500-L(CO\ol\Ml=RC\AL µ.'<'Ow,.-..i,). \N\'ff/\LL \'2"?...V. VAL%. RT.x FE, F'ER. Nil,. STD . .:508-L INSTALL 8' liF VALVE ~T. x f'L-<,,. Fe"' '¼Ji!,. -S.TO. =~-L . CONST. THRUST BLOCK PER N.B. STD. 510-L REMOVE EXIST. CAP & THRUST BLOCK;co~1-1-..c, -+1/A.c. ~el<, COU'?Ll'><<E; @ REMOVE EXIST. A.C. PAVING @ SAlVCUT AND REMOVE EXIST. C & G. @ <a,AWc..rr E, ?.'=.'tl\OYI= ~c.c. S\"C:Je.WALV.. A°=> \..I..Ca°=>SA'R.'<, @ C..ON'o"T . .ACC'i=..";i.S~'w'\~"'lCA<a'e:. "O 'PE."R NW:> ~'"'l'.:Q, \e,.\-L, t,;,'.i\@ C:ONSl. \...OCA\.. OE:'F"R"E:.C';:,.S\O'N 'P"i=:'R "-l"S ~\'O, ~04-L. ' \• ~ co~S\, G::.UN\\E.;': ,~,'i::'R.C'E--'P'"TC'Q. 'O\\C\-\ ~'E,.'R... -..:>~A\\.. T""l~R"'c.O'w, e § /M!!>T,...4..,./ ,I-'? .... 'f.e'T BUTTE'tte.FLY \..,.-'.,A,..LV.c:' ..1,o/ ·~~ \N?'TALL \'°2.f>X:8,.11 R'c::'ClwCS~"> FL'=... XFLG. ~•. _,_@\~\AL\.-8 11 l:')0° 'fb~¼O., 'R.\~ '>( M.-:S w/co~C,\\.\R\.J-"o\ 'f!i\...OC¼. @ CON=· T'lf'e: "A" f'.,:.c:. c.01<,~ ,t~TTISR C<.'GF) '-""'-"' >:t,J",cl""'?,,c r.,. @JNSTALJ.8" f'KE55UR£ RE/.)!JC/N& S'TA. ?ER. /,/.B,, STD \'V6"Z\-L ® INSTALL 12" fJ X48" LON.G .FE DIXTILF:: IR.CW $A:JOL Cc.A"'·"" B? @INSTALL' Pf Pf!: t F/TTIH<.!>' PEI'< C.c: B. STD.-&21-t.. @. . CONST. /Nl,ET ,YPE. J[ ?ER o.c.e.M,A STD .. /:SOS @ INSTALL IZ" .( 81!' <:...~, RT'. J( FE @ lt,/STAU.. 8" RT. x /'E:. AD4PTER t'ul, . ·'¢JI IN!>TALL e" /'IT. 15.F. VALVE CON':>T-T'l'PE "e," P.C.C. CUP'..B. (8" C.F.) 'PE.R N,i!>. STD. 152-L @ @ CON?T. T(Plo "C" pee CUF<B ~ GUTTER @"Cf) PER N,e,, STD IS,2-L _i@) C0N."53°,. co¼CR"'E::~\; ~\'io'l;!:.O\,..l G.U\\'e:R Pe.R P~""t'A\L. 'c-\S.R'E::ON. . @ • CON'b'T. .1 i<l-"A.C.., w/ '2,E,O>,LC,op...,; CNE:P, IO "A.e>. w/ FP.,1ne:., =p:T: 1@ cc..t'oT, '=-" A,G. W/ 6~T' O\Je/1"; '?~" A!ec>. W/A">lHE: COAT. 2/76 OlETERtCH·POST CLEARPRINT 43 11 POR. 4'19.00 l.-0.C. Pl=125,09 r<I 'I)' + 12 1? ":;,~GTION A-A N:r., =-- '2.0 ' . ··.··poR.SOOVC Pl=15f,40 14 0 A a C D E P~IVATE F G ;:}. .;..i I 1 -. : . • . PQR 474;09 L.O.C;. • P.1,151,49 WJf. C. F,R0 Fl LE~-~· POR soav.e .Pl=ISf.49 16 CURVE DATA DELTA RADIUS LENGTH 90° 00' 00' 35.00' 54.98' 1° 55' 51' 4000.00' 134.91' 1° 55' 51' 3972.00' '2 ,oof J4o0 4S' 41" 4,"\ l 1 60.00 1 • ····1··· ..... • .. 0 I>-,.., -. ,t:-~-""'"'.--:~ CROWN LINE 17 TANGENT 35.00' 61.46' .,;;x ¥,.51.,(. ~T. NdTE • \ P,..NC' ~ n I.J0. At>J. WA.TE'R t.,t'1--1E ~.AoG' DESCRIPTION REVISIONS PROFILE. ~-. ' ' ·' ,' !"") .·_.a5 c,, --~ --·-:-~:~·1s· -. -~-~ ~ g:r~~:r-~1-n 2:!: -~ -·a;_ ~--.: ·-_?2.' ~- ..,......... .. . . ,, . "· "' Pl=l63A5 . 18 19 z..o· 20 ' .. o 155 2.c/ • t .• . Q ,:·. FARRALON DR. APP'D. DESIGNED C,G. CHECKED w ,"(. J1' II -.. ·.==--'° .• ~-c.J ---~ fil !It ~ a.: z u-• <( "" °' ;:;-, C, -. "' >-"' V> 0 -..... i';j "' PLAN AND PROFILE FOR THE IMPROVEMENT Of AVOCADO AVE. FROM 10+00,00 TO 20+00,00 DRAWN NM. CITY OF NEWPORT BEACH R- DATE I -z:z_.. 0 PUBLIC WORKS DEPARTMENT SHEET 9 ffi 2 ::J z C) z ~ cc □ ffi i it (D z. (!) 1-:' [L 2 /JI () ~ Ill ~ u:: ct Cl r,; U) I 0) 'tj- ffj III ~ ::i z CT) z ~ a: 0 \I). ~ ; 4 ,, t £ ,. I :2, 0 '!i • ~ ,~. z }'} in ,;;J Ill a ., ,~ ~ 'ii I ' :, l ' " jl • , !I ' ,, " .l ! • '! . iJ 195 CONSTRUCTION NOTES CONST.r. A.G. W/SEAL COAT OVER 16"A.B. W/PRIME COAT.'j&ffi CONST. TYPE 'A' P.C.C. CURB & GUTTER IB'C.F.I PER N.B. STD. 182-L. CONST. PCC SIDEWALK PER N.B. STD. 180-L CONST. ACCESS RAMP PER N.B. STD. 181-L, CA""S "E. •· ADJUST EN'="T-1-1\. H. ,o &Rl>-t:::,e. . REMOVE EXIST. 'V' GUTTER. REMOVE EXIST. GUNITE DITCH. JOIN EXIST. EDGE OF PAVEMENT BY SAWCUTTING 1.0' ANO REMOVE EXIST. RAGGED OR CONFORMING A.C. PAVING, FEATHER OVER FOR A SMOOTH JOIN. REMOVE EXIST. A.C. BERM REMOVE EXIST. A.C. PAVING co~,. A.c. cu~ ;t"<T'£. "I:" \,IIOD\'F\'i::'O i'O s"c.-F. ~~ N.J?.:s,"S~. \e::i-1--. c;;AWCU, A\..10 Re\sl\OV'c 'E)<. \'lS,. C'ul<.'I!> & G.U'"<'T'EcR. "=>AWC\.l, A'-10 R'=MOVE. cX\S'I', '1":C .C. 'S\IJ=WALI<. AS 1-\'E.C.'E.':ISA~, i ~, -- • 14s.96 l,O.C. P,V.l.=63.54 20 21 =N'l;'T. LOCAi-. D'i'e'PRcSS\0\,.1 'Pl=R N,~. s,1:>. =4-1-.. g :;_ I >----s-------')---- CCWSr 3" AC . .SIDEWALk ~ ACCESS MMf' (Tll1P.) \g ; . 21 J;QlpT. GllNITE. DIT<::.ll ?EK. DETAIL ; 5 ksux.~Tc. et,--.µ,<;.\. BP..G4,,:...rl..£JV'-I Pfte;NE:r-t.T~P.....wT.:>W-1'...\, pe~ P"l..fa,J& Vl i I.M<>r;.LL -z" \Nl'-1151>. -;;ES1<,.J. 'PER s-rr.,, "c;O;!,-l.,. " '<:;.II. 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RADIUS LENGTH TANGENT 4000.00' 714.57' 358.24'' 3372,00' 638.28' 319.83! 35.00' 50.751 31.01' ..... 842.00' J'Z,."12.' 4> .. ~'. 35.001 61.17' 41.821 PLAN AND PROFILE FOR THE IMPROVEMENT OF AVOCADO AVE. FROM 20+00.00 TO 27+16 CITY OF NEWPORT BEACH R-5649 PUBLIC WORKS DEPARTMENT SHEET 4, OF<!, a: w I.II ~ :J z (!) z ~ a: Cl ./ / '( \ \ ffi ~ ~:2oJ' ~{lJ(L ~it 0 ii \0 I □~ U) I (;) tj"" (_Q ID I 0:::: ~ \,, (.·.· ... • . ' - ! "' z ~ ~ ~ 13 ~ • I a p • I~ e " ~ /ii' " I • E q 12 ll I it i i i I I I r 1$·#"5 .'3AR'.'1,EC!t'/AL .s-*4S!;J JP.N.t:J,,U,,t, CtJWTACT /W'N1~ NM:'# h'<N .. "'s hVn, C.M.I"' A.VQ rlE' W/&•UV. IS 6,4. WI~ !WIN. -/C ,P,t,.AC~$ J.•£' Mt>RrA.ri' MIX•ALL A/rc'OVNO CONSTRUCTION NOTES CONST. 18' R,C.P, STOIIII ORAIN ('l.0000 ") CONST, JUNC. STRUCTURE N0.2 PER fl.8, STD. ::m-L CONST, CATCH BASIN TYPE Ol PER fl.B. STD.~<o-1. CONST, CONNECTION TO C,B. PER N.8. STD. "!>o,;,-1.. PLUC £ND REMOVE EXIST. D£Sll TINC BASIN CONST. COt;C. SLOPE ANCHORS PER N.11, STD. 314-L CONST, CONC. COLLAR PER N.8.STO 313-L COllST, 48' R.t.P. STORM DRAIN ('.lecoo') R€/10Yi1 §xl5T//>1Cr O!i"fJRIG /3A$1N, H€AOW/tll-, SPt(.LW.-\Y \' i::4'CAH C.6N~ · MrotFIJeSD MA1,rnou; IIIO-'Z-f'ERONN,S_ Srt>.-'3-61'L-twt;,"\8'C..Nt.V. --~-~'DST"~ i__; ◊N 'btl-"r' ·: ~'-; .. ------- COl'-1'!\T_, C.ONNeC.T\OU AC5$6:JSl\e.L '-/ Pl'aR NE> '5TD 312• L f<.E.y\o-Je.. E-">"1"='1--=,-n::,"'-M Dl"..'>-lN. COW'S>"T, CA'TC\4. 'P.::t,Ao;\W.,"T"<P1= QCii. P-'i::R 'W.'?.:.. Ciei.\\ol, ~OG:,-\.. COO'?T-18" c.M:1?--<oTCiR.M i::;>8,N N co~ ~IL..TINb '!3-1',.?<N w/z.q"C.lv\-:P._-gl"',~: __ P\',,2-V!'IT,,_IL-ON 'O\'<T-1,. _ C,ON,e,r-. Rl'P-RA'P '7l-oF'5 f'eR_ 0-C..-EM,A,"'SCC>. 1e.:>'1 ,t11=NeSS (,) -~'-TO 1-,0' D!aef"(:t:>) M<N-Wr\G-RE" "t>" IS NORMi'>L 1- 1':<X-I<'. D\Po.M~T'ER-. ~ l"°--+--+.- C01¥.>T ¾' CM-? R\'?E1<. P"R "'1<A•E t,&:,Ell,\e,i..'( <::,errA.IL ON ,s+;T, '2. IX'N"?T. I'?" CN\.P. ':',TORM 'DRAIN W/e,ITOM<t-JOUS C-OA-'TlN~. £,ON~l !Nt.-e:r OF"SNl!'-,(~ FeR. t::,6T'~I(. C)N S41.i. &:;,'. 2/76 DIETERICH-POST CLEARPRINr 8 u -!= ;l Q. I ~· -rl='"':77':-':t?'\ 00=·:=---,!.'N=,· ."i!i,,,. ;I=-····~·:=· '~.:;·.· . .:::6=;::='·-.... =::li':=-=·""2;:.. ":~'f""-P.,:,-""""".io"i::=• •• ':i-'I."=;'ci;~ .... ;gc,J;tJ:-::4·" ----. •<£ lllut •• ·- - --.. --I . ;• i': \ ' -., ·,.''" --. II II II II LA.,..~~\.. . . ' -.,, , .. --_ • " HOR:.c=·,:T":\=\-"R:l ':C ·::: j -ROCK FILTER --. -=:;-.. 1;· . !Q • -~:: ~~ -~_,'.'.: -~ _·- -•-<lSl _, -. - ............. ' ···:•·--... \'!;ff-: 1-i - - ,::.··.::~-,,·,\c·.-:; -Nlio • oo· 30•1 73.18' LA,." C" -= -"'~-<:;;: ·=: a·;saao --~ rt •D\ t,•:7' -EXIST, DESIL TINC ~, BASIN MATERIAL -·,----:}.-" .. , .. ::.<· , ...... ·::~:.:.~ti~:>,,...: __ ~-. ·_-.,,--·,·.-··· \ 21 AVOCADO .-<F) B'l.'Y~ ~~- \ \ _,(/, Mo. 37445 K , 1<' ,i,J- t>.'& 22 AVE DATE BY DESCRIPTION REVISIONS -) __ -L ---, .. !=;$:QY!:'~/t-·.OF PIPE. HO t~"R-,cf('Z""' '""} • . ,. L-A."T-e,. ,.'.'~.t:ii~ 2 _ -0 ;n '.:: Q• 2•• -o\)0-~,. -•T --B' IL' r'l n 19 --y-, -"·"fi:Jt''" i\.-~11 \J) "' <) ;o· 'o rt (/) j t1 ;,g ~sf-;;:{ ¢~"'"' .. ~5 + ~ll)C)~_j U}W t-- G'l c; / INL-E-T 11.0-0 4\ £)\$1, ,at.crt.:r>P1 \ ._-.. ,,,:·,; '" '-f ., I' . NOTE, CONTRACTOR TO VERIFY LOCATION BEFORE CONSTRUCTION PUN AND PROf ILE FOR THE IMPROVEMENT OF STORM DRAIN _l...A.'ie'RA\..5,_~:;\'S~"C",0G; ~ "r'' DATr.._ ________ _ Al'P'D. DESl~NEO ½• G. CHECKED w_y_ DRAWN N,M. DATE 1-1:z.-'lo CITY OF NEWPORT BEACH R-5649 PUBLIC WORKS DEPARTMENT SHEET S OF e, U) I m ~ (D\ LO , I 0::: a: l:!:i ~ ::l z (!.) z i ·O: 0 "' I "' if I il; ; I Ii ; ~ .. J"' ,I ' ' !j (: :cJ ' . . . 't'i.?' no fl CUt"::VE-DA.TA. © ,,. e44°"'f01 29 \·l "' =4~.0CJ' L. • ?'5,09' .T ~ l~.4-,1 © A = ~0•00 1 00 1' R s4!:>,od L ;; 70.Gcrf T ;4'5.00 1 DtETEAICH POST REORDER NO. 113013 / /'· -'- ~-'-L-~c-t-_'-?_.,"•.,,' _,. '..:.-..i1_,,.,,..""'11; 1e•i<..C.r 1 (Z<>0<'.1-P) . -_ LAT 1'H 11 ----·:--""' ------·n·' u ··.,. tATD, -_::_- ~ .---I--~~ ,., tli!Qf;:>OSiEp .Fl!-li,H ~IJRiU::E OVER <l:i Qf F\'f"E \0 . ...._ L-ATE.~L.." e:,•· (.) -e:.c:e;. ~se:\ !:o " II 0 ti Q llJ Ill I- "' z + -~'t)l IZ." IN,._'T'ER .)I ' --, ·: -~~-,:; .. ' ' ' ' IB ,., cc ---- ·, ' ti!- .... ~. 13 72 CT ti N Ill . I-(\I '9 z: It> ,r ;t -4' r--~ + ol - GO LAT "H" 7G, I- II. 4. :t If\ :i:: :I: -1,)l A.VE.NUE::- A= 1':'>'I-,':> o, ~ 24' D2. a 18' L,=1.5' :.1 _- ' II;' IJ '114 I iO --~ , .. 0 ~ )l) r ' •• ii:\· ~ J·Go···\CK>'•. Joe, ' • ,,, l , :I"-,;;;, = • t... ' ' ~-1',i ').4.L,~,-\e,"'R.Ci?.I • t, ,;;.oo o-:;i: • • . l..A ~. ,( t= •~ • CON<oT RUCTION NOTES @-CONST. CONC. C!O,LLAR f't=I<'. N. e,, ':>TD 313-L @--,--CONST, INLET T'l'PE T PEP,:: 0,C. E. M.A. STD f:,0':> @-'-CONST. IB" C. M.F.' 5TOl<.M -PRAJN @--CONST, DESI LTING BASIN Rl'=>ER "?E-E-DE-T"'-IL ">HT. "'2... , . .,, cl -----f---t----.. --=c..___ ___ _ - AVOCAt:>O "'!.,R'e.'i!:-"T \"4.=>. ?I..A'-l. C:!,\4,.4 , !IQ, 31445 , *) C/Vll OF CAl~ DATE BY 140; f 0 -J ((I .. <v !l: i \)' o·,~ ·!!\ '.ol "' JI'. J!l .Jll + l1 OJil . :\!' • CON$T 32.5G [F f~" C.MIR CON ST. '2 f .'M L F'. 1e,11 ¢-:M,P. CON<&'TRUCf"lON NOTE.&::,. i- he·. "'.:! • ' ·;;, ·it ~-ft--~: ' •• ~(i''-'< \1=1& ' :11.' \0 L..\i,. '-IB'~.C,P. (1~0') "'=i'='O,SO'cd : \,..;A.'Y. "'=='~ @>-----CON":,T, l'o" l":.C-,P. ('<,00D -c,) STOli':.t--\r.::>..:,,..__\N. @ fi:,e:.i--lOVE. E:X\<;,.T, O'E."bl'--'"Tll-~C:::> e,,,,.._';,\t-,1. @ f'l'.1=-MOVe:.. E.><.\':$\, <STOI":.!-\ D~/!>-..lt"~ . @ , GON"!:>T. -.lONvT. "o~oc.,lt)~e:. NO, I Pe::.f": ~.e,. <Sn:,. -=:!>tO-L... (g) ---~.J])l/SI.~f.LJRBINCET'TY.f'EPL ?ER STb. 30G~L:- Q]) CoN"'=>'T, C0~e, \NL-E:.T 1 "T'fPE. C>5 f'E.~ N.5."o\C>, "':!,O<,;,-L-. @ CON<;;.,. CO\..!~'c:Cl:\Q\..l Pe,<;,Y. PE:.R N.?.>."'?'\t:I, ~\"2.-L, DESCRIPTION REVISIONS APP'D. DESIGNED C.6. CHECKED W.Y DRAWN I'-' M DATE t-·2:1..·"IO Fl.AN A.~O PRO~\ LE: 'R:>\<. ,\.\'i= \\./\~Ml=-"11 O'F "5"TO'RM t:>RA\\-.\ A'-IOCAQO AV&"-1\Jc- I &l:i;:RJlS,;:."'it. ••c w.,"O'';'i:''_t6 "}=:'' CITY Of NEWPORT BEAC.ff R-5649 PUBLIC WORKS DEPARTMENT SHEET (o OF~ i --- ~ .) r ► 3 :t '-.C@ ill ~s 1· " 8 .,, + ltQ . ul ~ > VI o, ID llJ (~ .J Ill :c ~~ I: 8 1---g :r. -1- ID Cl ,~ ~~ i, ~i ul ..l II.I :i: Ill~ f - ..... --1: () - . r - - <(l ii' • 0 - ®\ @ "I I '---€)-- I ~ -z..1+ \\.74 _J -4&' 16' I \?.' I 18' 0000 -I ~ -- r- rn + -·,o "' : I (I CAI.. "TRAW• 0•.,-A\\-\1!a ~ ...... .,. ...... ,... "' .. ~ --- C 0 . 0 1¥ «l tU N l\J I-() + z: + N --\;J --oJ oJ - - '7."I' ~ ff' r -,9 ,i- ~ II) 0 g 0 "' .... <D ,<) II.I f{J .. ◄tp>'~' ft l{) .... + N - ~ \ '!l I ,.., 1-=t\o=s.....,__-,---\ -~ ====-..., ........ 1..1...0N. --II 0 0 OIR'EC'\"lo,.I 01" >Ri.\le.l.. C\N'&. •"fU,,,.""'( C\..f:AR 'fit-,:;:;-~~\...,. MA•'1<E.'R. -.WO-WAY '<'l=}..IJ:N,/ R'=~\..'=C-,-IVI!, MAW.Kl!:R. '-lO~ ,_.,=1..11,c:..,,v,;. -Y'6.LL.OW """'l'tK'="R - A.. VOC~DO + 20' I 20' q7 ------. "-' AVOC""'-DO AVoe,AOO ----_-, ~ ~'I'), ,,.,. ~ _, "'<~ ,,,,"-' -z;:j isl, - ~ AVE:... '24' ---·---@./ @Y -CUR!!> @I ,i- + "' 0 - AVE:;. -9 • .,. ~ r;/ \ \ \ -- \ I \ \ -C -·o,1 i,I ~ -. r . "<11 !:: ... --... -~ . ·o t- -~ ' ,,. --. t: FA.111!!.~I...ON 1~ 0 ® ! i l ~ ~ r d1ll.'ii () 3' ;r; ,I\ ,!) ~ ... ol ... j ---- 0 ., --- @} q ::: + ~ DR.., @ l"',O.tl-lT 1e" w~1re @l""AIHT Wl-l!T'E. MA~...,:INt.i ,l>.<!>!!:,~OWN. ,::;,;, . P'A l MT e," 'NY.\"l"•c, . . _ c5,, \'N'=o,AI...\... RA\<e,ic'D "<!/ r'AV'i=N\c~, 'W\A.-.a""-'c.'RS ~-CA\..""l''l'i!.A>->S =e,A\I... 37 ,t 37 A ' '!S'l""'e;::C, G, -'a~. ~ PAINT Pl:R. DE.T,1,.u ... 8, F'IZ\012. TO IN,:OTAl..1..,0.T\0"1 OF l'A'IEMeNT I(;/ MA e...-ees PE.fl CA\.. °TE.AM~ Dl:T,l,.IL ,o, Sl'EC. Ii,· Iii, Ae SI-low M G P'Ali-1 T "'I-" oouei.e '(l!.L.\..0W W/ili!AY'S,'f!=;O 'R.'Eo'9....=C."T\VQ 'CJ 'MA~'K.<e.-1"'1!-'R.. 'O'i=.'TA\I... 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'TRA\/"''-- owa. ~wA"'< C\..C'AR ~:~."F\...l!:.C"t\v& MA'R.~t,:a ,;v,;o~WA"<' 't''t=:.LLOW R'i::'f"l....~llV'f:: 'N'\A"R.'l<.~'R .. \-J.ON. ~'=:.l=\-i:::.C,,\\\/C Yt::a.LLO'W MA,:C:.Kc:~ .. -r@ - CUfc:,e,. 7 q1 --~ -- 0 (f) C-IJR.'e> 0 ~ Ii I! + a '<l-it A..VOCJ:::.....DO + 20' I 20' \ - - AVocAOO 1:Jd-,:1111. ~,_-1'._ . TRAFFIC E:NG\NE!:l"I. - A.. VE::. . ·--· ··-·--·- ~ ®=-a I -. --- r fjY a ~ -t" ~ \.:'._ ~!\ ---- -·- © @I @7 ®' - I '-~--i<.\S\. C..VRB \'-.<"-.S:Dl,.C.,,...t--.l i' PAIN r 4" 00Llf>L1" 'l'ELLO\<I W/'ii?.A\S'f!:.'O R'c'FLSC."nY>= 'MA "'-"'-"'"1:.S ?-;;s;:z. 't:>'li=-.--,>. \ L \-'I~ ri!-'a0"4. 5TRIP\NC:2. PLAN t>.VOCMJll ti.VL CITY Of NEWPOt\T &EJLH R-5649 ·~-----, PUllUC )1101',K~ _DEVt.\!,11-\lNT 71 ~ ffi ' ' o:r, .. '\ ~ ::J f~-,." z t_}{ i'.!) -zI, z ;;; ~ ~ i;Q 0 \"··~ U) I (j) ( '\ 'q, LO\ "· LO I 0::: ~ ffi g: m~ :;;.__, ::J z ~~ ~) □ rS!. ffi ro ~ ::i z (!1 z j □ ill ·7c 4 () 2 1 ~ il w ~ g; z Q It Q> ~ g 0 r ~ I Ii: :, 13 i ~ • il i I c, g 0 :,: ~ n. "1 " "' ~ 11 I ' ~ l, ! g Ii u ~ 0i ~ '3 ~ . -., ~ d I '., ~ ;,'} ' " Lt ii! i-. 0 F ffi t; !i ' ~ rn z ?ii : .i lli r: Ir .. . t. Ii r: ' ~ f~ i " '" I f: J· ~ fi Ii; ,;;, ti ffi I !.'. r i UTILIZATION CURVE () I 2 3 <I A~TIO OF TRANSVERSf: DISTANCE TO MOUNTING HElGHT arliia,~ i)1ucraic PHOTOMETRIC DATA PER 1000 LAMP LUMENS LUMINAIRE , H-250A2 CVTCf"F' REFl..ECTll< 35-232433 REFRACill< FL.AT GLASS SOCKET POS:Tla-l 16 ~ 1'1S WAT·r cL.~R METAi.. ~~UDEi ANS,1/IES TYPE S!-0<:T CUT-<FF £ls TYPE d.JT-oFF 1912 I! . , ISOFOOTCANDLE CURVES ' -- 6 5 4. __ ,3 2 r / ,/ /i ~,,. --···-/V /, , /' 1-. 'j/r,:., V ,/ l ' ~ - r--::::~' .... . '--:--.... PER. 1000 LAMP LUMENS v ...... , ( _;;;; o; .oq~ c--~ 1,.- ~ V ,,,,,, \ 0,2 i--0,1 o, a; 0.02 0. j ()' I NOTE• 1 fOOTCANOLE • 10,)6 LUX GrNERAL INFORMATION ◄ TEST DISTANCE 7 .0 t'ETfl<S'"' MAX tAN-OE: LA MAX('.QNE MAX VERTICAL PLANE MAX CANDELA AT iC' MAX CANDELA AT SO- NADIR FOOTCANPLES NAO!~ CANDELA __ 2 ez.s 62.5/ 297,S 0,0 0,0 0,2509 225,8 MULTIPl V ALL LUMEN, CANDELA, ANO FOOTCANOLE VAt..UES BY THIS RATIO RATIO .. ACTUAL 11;&MP LlJMENS PHOTOM<TRIC ,esr IN ACCORDANCE Wl!H IES GUID£ i--...,,.1.-IG_H_T FLUX VALUES LUMENS POWNW.-;t10 stl'IUt iH>! 388 Ul"WAM:O 0 iTREH $'!OE 0.0 OQ'to!(NWA.AO MOVIE $1Ql: 224 22,4 Uf"WAftl) 0 HOUR $lQ£ 0.0 MOW NT ING H<IOHT CORRECTION FACTORS FOR OTHER THAN-3ilrEET. 61 , 1 USE TABLE BEL.OW Ofl FACTOA ,. (Act8:ff'rJH)2" rTt1£!SSTTIEiio,;~~~ CATE J~ e,+•cfC: TOTAL 61 I MOUNTING APPFtOV -~ <"l· & rf DATE J• IG-IC HEIGHT -FEET 20 2S 30 35 40 45 $Q DATE !)'IU,.,n,11,Q HO FACTOR 2,251.441 000,730, 0.44 o. 35-177299 Bicycle ?ush Butto-n Wiring Th~ Contractor shall use spare conductors~ where available, to install th_~ bicycle push buttons and special external bicycle timing logic, however~ ther~ shall remain at least one spare conductor in each run that was altered by the con- tract. Care should be taken when completing the as-built plans to accurately detail the conduit runs and number of spare wires utiltized. l, ALL STATIONING IS BASED ON CENTER LINE Or ROAD. 2. CONDUIT LOCATION TO BE PER STD 101-L. 3, LUMlNA!RES FOR TYPE I INSTALLATIONS SHALL HAVE ENCLOSED , REGULATOR TYPE BALLASTS WIRED FOR 120V OPERATION. 4. CONDUIT SHALL BE 1-1/4" NOMINAL DIAMETER P.V.C. CONDUCTORS SHALL BE'/'.N0,8 AWG TYPE T\i COPPER #8 AWG, 't L""l:l:6~ C:O?f'e:R. ' • ,, , • 5, CONDUCTORS FROM PULLBOX AT BASE OF STANDARD TO THE LUMINARIE SHALL BE NO. 8 AWG TYPE TW COPPER PER STD 204-L & STD 205-L. 6. CONNECT A NO, 8 AWG COPPER WIRE FROM EACH LlJMINA!RE TO A GROUND ROD IN THE PULL BOX AT THE BASE Of EACH STANDARD PER STD 205--L, 7. SPLICES SHAI L BE MADE IN PULLBOXES BY MEAN.S OF ENO-TO-ENO CRIMP TYPE CONNECiORS PER STD 204-L, 8. PULLBOXES SHALL BE NO. 3-1/2 BROOKS PRODUCTS OR EQUAL, PER STD 205-L. 9, INSTALL A PAIR OF IN-LINE FUSES !N, THE BASE OF POLE PER STD 205-l, 10. CONDUIT ENDS SHALL BE SEALED PER STD 204-L. 11. ALL CONDUIT, WIRING, CRIMPS., FITTINGS, PULLBOXES, LUMINARIES, POLES ETC. 12. 13, 14. 15, 16. 17, USED ON THIS PROJECT SHALL SE U.L, LISTED AND APPROVED FOR APPLICAi!ON USED, ALL ELECTRICAL WORK SHALL COMPLY WITH THE LATEST AMMENDED EDITION OF THE NATIONAL ELECTRICAL CODE, ALL STATE AND LOCAL CODES, AND CITY STANDARDS. SUCCESSFUL BIDDING ELECTRICAL CONTRACTOR SHALL VISIT THE JOB SITE A.ND BECOME FAMILIAR WITH EXISTING CONDITIONS. LUMINA!RES FOR TYPE II ANO TYPE IV INSTALLATIONS SHALL HAVE ENCLOSED, REGULATOR TYPE BALLASTS WIRED F,OR 240V OPERATION. STREET LIGHT POWER TYPE SHALL BE PER STD 204-l. THAT SERVICE CAB!.NET BE INSTALLED PER CITY STD 206-L. STRE'ET LJ6HT STANDAl<DS TO CONFORM TO DETAIL "A" HERSON ANO BE MANUFACTUl".E=D B'( AME'RON POLE PROOUCTS 'DIV, -MODEL J'5•30Q,, t,;;L.,:. FE'A:tUR.ES'Sl-lALL BE SAMS AS El<.ISTlN<3 :SIMILAR STANOAJ<'.D$ WJTll IN l-lEaWf"ORT CENTI=!=<., ---; OL '/' / ( / j f ( ':, I "I wi rs Ree: i=-'><'P lo -'!,.c:, -2 ~,-'\-'\'5 FARRALON DR, CIVi REVISIONS ' \ -· =""'{''~-. ...-,1',., -0 ,,, GROUT UNOER !!>ASE DETAIL N.T.S. COMt>UIT CONC&lETE :i;t;o-c-:M:!50 --4-'il'<:, Vi=l':.T. W/ #:'2. Tl£'=- @ 1'2." O,G,(_T'1P) "A II CON'i:>TRUCT"ION NOTE&;, @--= CDN"bT uc;,.i-fflN(,, «:>TA.NDt>RP ':PE!at P,ETA.lL A.ND,. C\-\A.'?::.'r ~'MCNVN \-\ E:::; R'=:0"4. ®=-!N0T .... U, C.IRC.U IT Pel< N,e,. <bTT>, ZO"I-L.. @--INSTALL METER f'ED. ~ ENCIOSUl?,E PEIi.. STD i?00-L EKCEPT USE STAINLESS STT:E:L CA151:NET MOP!=L N£ MEU0X.-MIOO c;ss l'.'.t, ~ !NS, !>-LL P\l~ .'P'e-R NB. "i:?T'!?, _z_oe:,,'-L ,NOTES: PAINT!NG.~-All traffic signal equipment, including controller cabinet and service, poles, mast arms, vehicle heads (except insides of visors and faces of backplates), pedestrian heads, push button assemblies and signal mounting• assemblies, etc. shall be painted white. The paint shall be Ameron Standard White (WH-1), commonly called Newport Beach white, or an approved equal. This paint coating consists of Amershield high gloss urethane (high build-high gloss) 3 mil min. over Amercoat 385 epoxy, one coat, 3 mil min. over Oimecoat 12, 2-3.mil, max. of 4 mil over near white blast finish. The Oimecoat 12 must also be applied to the lower 18" of the inside of the pole over a near white blast finish. «5TREET L\6HT\N6 PLAN />-YOCADO CITY Of NEWPORT BEACH R-5649 PUBLIC WORKS DEPARTMENT SHEET 8, OF e, ll<\/07..