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HomeMy WebLinkAboutT_5060_SBAl<ER AVE. h C/TYlOF COS ,,A ... ' fl / MES~ . 0 ' 0 // ffi • I VtCTORlA VICINITY MAP /4 0 1/4 1;'2 3/4 SYMBOL LEGEND CJ-POWER FCLE 0 I -0- 1 □ -M-- MANHOLE Fl RE HYORJ.NT METER BOX VALVE E- -x-x- POV,'ER Pct.E ANCHOR SPRINKLER SYSTEM BLOCK WALL Q .;I,_ .d, ..I, ;.I,. "'- I I L---~...J ., ,t r:, .UL/ .L/.U ~ TREE ASPHALT PAVE~T CONCRE IE BUILDING CENTER LINE - S - SEWER LINE -w -WATER LINE -G-GAS LINE EXISTING CONSTRUCTION NEW CONSTRUCTION ~= BRICK WALK -rv-COMMUNITY T.V. EMERGENCY TELEPHONE NUMBERS AGENCY SOUTHERN COONTI ES GAS COMPANY SOUTHERN CALIF. EDISON COMPANY PACIFIC TELEPHONE COMPANY NUMBER 538-0211 835-3833 673-0046 CITY OF NEWPORT BEACH(SEWER 8iWATER) 673-2110, EXT. 267-6 9 COUNTY SANITATION DISTRICTS COt/MUNITY CAAi EVISION 962-2411,EXT. 38 545-3556 CITY OF :\"E\VPORT BEACH PUBLIC \'\TORKS DEPARTMENT'' CONTRACT NO. 1403 TOPICS ; FEDERAL AID PROJECT TRAFFIC AND SIGNAL STREET IMPROVEMENT CONSTRUCTION Eureka • San Francisco • SHEET INDEX I. Title Sheet 2. Street Improvement Plan 3. Traffic Signa I Plan : Location ''A" Bayside Dr. - J a m b o r e e Rd. -Morine Ave. 4. Traffic Signal Plan : Location 11B 11 Newport Center Dr. at East -West 5. Overhead Sign Detai I and· Conductor Schedule 6. Traffic Signal Plan : Location "c" Superior Ave. a. Placentia Ave. e Sacramento • Santa Barbara NEWPORT e BEACH San Diego •~------ CALIFORNIA VICINITY MAP TRAFFIC ENGINEERING Herman coNsuLTANTs kimmel and Associates 4242 CAMPUS DRIVE,SUITE E~6 (714) 546·9814 NEWPORT BEACH,CALIFORNIA 92660 .AT BAYSIDE DR .• a JAMBOREE RD. ( LOCATION 11A11 ) NEWPORT· • CENTER a NEWPORT CENTER DR. EAST-WEST ( LOCATION 11811 ) SUPERIOR. AVE a PLACENTIA AVE. ( LOCATION 11C11 ) CITY OF NEWPORT BEACH APPROVED_~--.~---~-✓_a_._· 'jll __ •• __ ASSISTANT PUBLIC WORKS DIRECTOR RC.E. NO. 12806. ,._ APPROVED ~ • · 11-frT. ORANGE COUNTY ROAD. COMMISSIONER P6c. 29✓ !'771 • DATE DATE DWG. No. T-5060-S SHEET I OF 6 ) J ~ •--· :_-----~, -4 ~~: .. --,---1-:.,.;-•·-·:~---~,-~:-•• ~ ... __ L·:=·-] ~-::··-~--.. -1---~'.··--------1-+-_::· +~~~:c··-~-- - 4 -• ~ . " = .. ····· · ·-· ··· •~ 10:g~oo· , ii 1 •••• MARftr~J~AVcFT ·•······ i. , 1 , • • 1 --~· .... ···~······ :--, •. i1.0-.. : ···.. r T''iee; ~:rist;ct:ii·~-:. ·: ~·· ' ~········erlip~J;~~t:0~Lt·.··· 'l ~· Cr. :.·1 ... r·.•.--·1 .... l 10§ ~· • • , . . ; , . , ... , ... , ; ... . . . ~Marioe~Ave. . --1 ~ , ~· 1 , , .... , 1 ·= ~ : _ , Yl • • ~ t::-....,._~z:=~= Exist=z:C,GtadeC~1.q , g ,; \ • -CC" • • • I Bays7de=1Jt. . . . . : ..:--.,. ·$!. . ·, -.~=$1~·e· ~1;,~~L. ~ ... •'7 .•• o~.. ••••• ••• -• .• •.·••• ·:.•.· '.·.·· ·: ··.···' .-.•o, L'.6.6•'.-.•.•. • ·•, . 1-x,·ss1.:i,:e·; Graa&''lc'i.~.,.. • • cr--:;:;:= .. ~==r-;:; " '' .u ':t"' -~ • ~ -' " ... ..::J •• I .... ,-• • 1:.c::±·· -~·. •.· •• •.· ~ '" , ~ st <t "' I • _ -i ~ t------' .===:.,----·· .. :~ __ .:· --)-~.~--_-· . .J--·.'. , -o , ·-st0 :;i--:--:Points • '. • 10:·~~-.:1><---:t1:_::·.; .. ·; :::_,.. -1• -.. .-:111···-;;::;~ -••-'1• ........ j .... ..=-=-r ,-·-.1.. ----------...-l ! l·-·-,-·-·-,_______•~-~-: ,-~·--•-:•~,_:st· ,'· : .. -; ,...........-.-,'-"--~.·-· ==-i--· -••• -:·~•·· . ··; _ -:·-·-.: ----• +--n---t==VI· ·O ~0 -0 --12 41?/t ~ --·'-----__ ;;:-L 1,~,.,,-~ ; . --1... ..;.~·J:.o ~~G>l:i···~--·--·-.. 1 ··!·dB~·-.-..:-... .-·:.····· .. ·+--~;-_·-........ :0 ,.::.::::i •·-~---, ---¾ \;;I\J ___ ,. • ...-·r-~ u.t =~~~ F-~m: -~ -... ::;......._, 100 - 42' / R/W BAYSIDE I O • 1~·1'··, • :·, ;~=;~•-. ":l--~~1c2,~~~~ '-.-v, t ';1~:f r:ij .--~~---: : 42' ,"~ ... ~ ··-·-.-, ~~~~--~-_. ... i .. ~ :~ ®· 1~·""; i , , ~ I ~-=tr-;t , ___ .,, .f .... -r=. -: ... -; '---~ ~ -_::~ ·cl¼-~: -·· -"··· I ·-j,> s -I .. " ; .. : .. < Construct lype "D" P.CC. curb .--<► A (N.B. sro. -..... ~ -::i~ ":E:l •• -! -~· ·---------i------ ' .... ~ -. ~<!? .0 _, ............. ~-::::-1 ., ...... t=re·~i:-:-; ···L -•-f.--:-:1 .,.---:: 1 ·--!~ ...... / --+ .. ~-~.-~ '.._,,;:;;;....,, R/W -· ---···: ,. , ... ~~.·. ' . ... , ~ ~ i-r-·:-----l -·-tg ....... ~ __ , ·< ··t·.~~ : ' , ~~.::; ~' ~-~ -;_ ' r -~ ' ..... 'I~ :;;; .... 2 ' --" I&• ......_ .....: -.... l.5 1 R ~~ '~~~~~ .... .............. , .... , Construct "Type..--.~ ......... ......._ -..... :: ~ ~ ...._ "O"P.CC curb .1 >~_ ... ·.·.·.~ . .-.~ l.51R --..,::-..:::-__ ~~-... (N.B. sro. 1O2:z) ~-, •• '::::.:, 31 R{ 1O2-L} '--►B 0+00 Marine Avenue ~ 0 +00 Bayside Drive G \ P.J. DRIVE ----11 I • -____ \ ___ ------'IS-B_.c_. ~~ N 85° 44' 35" W -t • P.P.b;a ,;',%e::loca~e\d ~ \ ~ 22' B.C.R. 3,Min. Remove. existing 0 + 56 . 80 ......__, j . curb f gutter and A.C. feeble Cable T.V.--=-_ _ __ __ \ --TV ----,:,(:·-= =;:: 19.59' \ \ NO. CD -:"' -~---TV -------"l~:.: :,-_ ---C'l::,,-:-,.-1--L ......::: ~--::: --- - 1,,---a,-G-,,\ G ((, ,12~·,-... ..__ ~~:;::;. ableT.V.G-++-\ ,z,:;;,~ (Relocate .J!.Y. others) _.,,,, ,·:.:.:. ·.;" '. '.' ~-0.. " jj.,-, ,l /// / -r-----== -Beg°i!,[i-&Jnstru;tia; ·.....,_~:~~? ,, ;,'\0 1/r P.C.C. sidewalk ,~, ~,,, \ == \ i;1 11 sta. 0+5680 30 R \ •. \\\ :-J • Bayside Drive \ r \\'ll,. ~-/ff CURVE DATA (N.B. STD. /O3-L) p c.c. 1 . . \IV 6 Ill 0+41.8'\,r,1 • 111 / Remove exist. 9" dia. tree' \ ~ \ \\ \ \ I 11 I E.C.R. \ • \Ill \\\ 1 - 0 + 42.90 \ , \', // \\\ 10' L_..-~ 5 I \ ',,' ,'/ ' 1---"'I\I Construct Type A~ \~.;' i_lj _ 34, .~__.-1·,.,.--zO 111 R T L 19° 51' 26" 350 61. 27 121. 30 12° 50' 03" 72° 47' 2711 316 40 35.54 29.47 70.78 50,82 curb ¢ gutter \ ' , ~ \\\ (N.B. STO. 1O1-LJ 1~ 6 v·, \\\ R/W CURB E GUTTER Type "c" N. B. STD. • 102-L Modified f-----2·-~--i ~ 2"--~R=l/2'' R=i" /:·: ~ 1'' ¾i ~ -·.: __L 6" -~-lf-,f ... 6" ,, -\ ; ~ \\\ Construr;t I 1/2 AC Surfacing / ,.-,. ;:::,. over 6 'A.C. Base. '"\Z-· '@'i }:;> ill C Top of Cut Slope I (';,. ·\ '\\ \..._ ~ 1~\ ~:.· \ ~ , Remove existing Z \\\ \ \ •, curbJgutterand f11 1 °'.' sidewalk. \\\ I I i,o ~ ' -ill I '/i: 1, \~ ;::, E.C 11\\ I , ·::.: '· , "t. 1+21.30 \\I \ /:> \ ' \\1\ 2694 Ill \ \ \ • -~ ,( 1 ,. "•" 1+31.30 Z 1 111 • .... , \\ o \II -c~ ,z. \\ '. o Ill \ ~ ,ill\.2l'. P!.Sdw~ • ii I Construct /,,,"·"'t.~",~ -111 1•45•00-.i_ Ill Bicycle Drive ~ 6 \ I.I o \I\ (See Detail) "'~ II.I "'= Remove existing ..... ~\ 1~ 111 ::E ~ Ill Oleander bushes ,c:,-t ~ a' 1 \I\ -ill 11> CP:. i; .,, -1 +12.00 I f11 \II u> I Z \I\ \".9-I :::I C \ < 1 j l'-,:t~ Ill 1-rf. : 1 1 ~ ~ rn 111 ', I ;;;i,, Ill I \ ~-~ II\ \"·' \Q~ 1;::; , -, Ill ' ~ \ " ' SCALE I :20 R/W I I I I I ...... ' I :_t::::r:·· ,.;.~.-:·t ·----~ -, ... •········· ·. • ···· · .••• tl/1,,frp.1tct=r;.f,.1Jte4,.•/Jr..West,.· ·;. . .... • •• • •• • 0 • • ., .t:})UsEJ¥r.d.Gtad(E/['f1 I I -+ . .-+.·:··.-v:.:1.::·:· .. 1: ---~;·"""'1 "':·····i··· •• ---.,~---~ .,. f-'··--- .1--.-.--j -+-···;::_~---_:::j •"·.:· -• ··1.::·.:·· t ·7--.~:.:... ••••• , -+,-J.. . ·~ .... ; ---~--i ·'c---- L: ; • .... :-=+=.g lec·cj....,A···l·.c.;·/ii:t,c.c,J ',!'-·-:i· .j ., •• \. ,, .. , ...... 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S .. :.=.~ ~ iwlrk =-i~ ==~~~ l"::·::J 1 ~ .. i"L :.,~t",+.,,-···--1· •••• C)...l..,.., •• ,·•·r;~•·==:: ..... .::.r·.·····.~.:J , .~~·-·-.·._: ,--.·:,.:·::_-:·:. :··: .... :.:·-·.~ .,---··~·r···' co-: ·--•! -~- 7 --_ -·-< -\ '5•~1·;_;-#;~-··-"I 4 j ' ' -· •• _ __::__.::,--·-, -···· ·--..... ,.::-:·-·-.·.·.· :: __ .. ---··:i.1.....,...··. ··:.----L------,.-:-.--:-: ~ . ' -·-.--C""-1 • • • o.--:-· .• 1---. J ' ' -, • -• . . ' ;····~1·" ·i "; " -·-·-.1 ' .... , •.. , ..... ":_ I ------l '-· ' ,. " ' 1...., .. ...;. \ .,..... t ,__ cr.:-·-•·----i ·-~ ........ -,'c_;;J -, ... ' : I . ;....·.:=; ---·-i-----·-=<··· + .~-·-:;:--... --. _,-------_•. _ ____:_~=-__ :.:==....: .. .---• ,-\_l -~ • 8-~, ·:------,~.---------+ -J ----· •. -..... ~. -·t-.1~:.-.. ···-,--1. -•.r··:>~·,.· ....... t , ""=cc_3 __ F •• =i,r= .• =i •• ===1""' .. ~i== .. ====,== •. =,,:;i ==f1.··= •.• .__=r. ·1 == •• T.:.·r.=wt· .. ,_== ...••. '=. ==;==~E·f=ci .. r-" •• !. .......; • -<i-+-"''--·''.i-' ~~£·-~· ··!: .. s_ l.-! ... §=E·~EE·E· .\~.,·E·~· .§;~~··~3'4:~~=~~·~· ~=jc~· ~==*-3-=--; .,.,~~· ="c=~E~~g. ~E-§=E~·~EE~~§~~c:§~~~~~:g$~§~E~$~~::="E::'::~~ ---·--: -·-, .. ·•-·-·-: •--- ·: 1 1 I~~§~~~§·§·~··.~·~~-·----; ----l.. :.·1~-.-.. :,··-, • ' I~ ~ ~ ·1·· I . • ·, .....l , ... i--1 ~-" I ... .... .; .. ., ~ ~. + -. ,., ' . . : ,. I •i ·j.,J : .. . ' ... .J L -·i ' . R DR ' I ! ; ... : • ~~I§~~ ... ~tJ*· =¥-=i~.,-§: .§··•~~L I '. : .. ~: • : I ~l -:i=. =c'J.T:;~ '. EAS1 ;; ;; ::: _ _ _ · WEsr • ,_... ~ 1 ·-' ·• ';' , : ••••• •··-• .,. cE.NTER o · ~;·. oqi.58 l -~-::: -_ ,, B.C. @ 0 + 00 E.C. (D 68 + 84.58 . \ ,,r---~--== Newport Center East 1 .::: .::: -_ :::: :st". ct .!'_'7ic['-=-::;.~ ::: ::; ~' .. ~"'·" construct 3 • ___ -;..- ' 50' I -~~ ~~ 0.1 " ~-· 68 ---~-,::: --~ :,- ~~\o. oo ---Re:ie exis;g=; = =~. n ~~ --r~,--....1.----"1~------Ll_ _____ --6, ~"✓--:: ~ ~ :; '=",:: --• -;----~ ~ b (see oeJaiO construct new 1ype"C"--..: ~ 71 ,-.n~~ =::-::::. ---~ - - - ~-::.:: --"C" cur • curb (See Oeta11J ;; # '\ ; ;.{'-<f!~¼ °""•e=! --:: '::.~::~construct new Type See Note I \ \ '-·· -= ~ --, ---existmtJ { '1 \ 'E. Remove ' 50 ~ /-·~·-i-~ 1 • ..:: ' Lig_hting Standard to be relocated • '---"-,....;..~~ ,. ,_ • (See Traffic Signal P!an"-Location"B") , . P.I. 20+00 H \ P.O.C. '5 \'lliO , • B.C.R. 42 . \ Newport Center' Dr. 4 , Ca_blebeT.V. { ErjfJObn v~hu/f 67 + 04,58 --...._, 1 __ , . Remove existing curb O + 93. 65 I \ ,o re"'ca,..., r a,, ers ---+-' __ -,::. :::- 3 M,"J. E gutt~;· Construct new Remove and relocate Canstruct 7jtpe"D" fC/onstruct 7jtfe "O" Remove existing curb t gutter. ~-:--• -1f, I;:.,::.,,,.::::. -_ 0-:::.'IYpe A curb. (N.B. STO. 1O1-L) ex,·s• sp-,"k'er s,vs/em f P.C.C. curb . . , RC. C. cur '"~ns'"'ct new 7iv'Pe"•" 'r,,,• • ::--,, 1 1 :::: ~ ;,,c • • '-...,_ \ / '· ",~" ' (N. .. B. STO. /O2-L) Remove ex1stmg,, {N.B. STD. 1O2-,LJ vv ,,v ;, ,... ""'"'· ~..,,.. • ..., ' •• . _ "\ t/ l.5'R .~ IL_ construct new Type'c" , (N. ..• 8. S. __.-:::::TO. IOI-:_!-~.:::: -·• ... ~~ 1:~\ .I \lit_- 15 ,,,-r _ ::::'-_ 11 7 , -~ ~ 3 R , I curb. (See Detail) . _ 1.5 R ~~--~/ B~telll . ::;\- -/ -.....:...ll/..32~~53 ,2 ,, -~,, , i-:•.,: :. _.,, 42 ---Fr,,,·-.:.:•••~•···/:-.• __ I ::· :: _;_ , ,:,,(:_~.:::,./-\prinkfer .. ;,,·:,·,.,\1..,,_~ 3 -A. • • ·,.,-. l,,,~l----39, _ i-:.:;--3'R ,'-~·. • :. ,' ---:~-: c:1 _,. . ., ce,•-?,.?..-)<e/o_cgt•-_ ~·~-r-·0 ~ R/W ---5995, = ~:::: ,, ,,, ': /.,.:, ·.:. 'X . . .. • -.,_, -k r-,," --~ I h -----.. ---• r -~,::v ·:.:-.-~·. ~r,-..... / -.':=•,.,··i:~ r-::::.Cable ---.... . ..,----_ -:.:..._~ 51 Telep one --=::~;:.=~~-: £------------.1. :. ~ ~~', "',:;<·:, • \ 1 1 ii\\ ·:~ 1o;R ~ !-/~ ~O .. _..TAI'. -~:;~··. -~-; -----k----;2.-:;z.;--4\"°'f4 ~Construct P.C.C. Vault ~----E \ I 4• ~J PLAN m/et catch basm (L= 10 J, sta. 0+83. CABLE , , ~ 11\ --<--!:.·JI. -'<;• Extend existing 18" R_.C.R (2000 '? ! ef r.v., •~ •. \ ;~ I It) \\ I',....----42,' , 8 //; ,' , P.C.C. sidewa construct cancrete • pipe collar at ;01nt. 35 R ,r,A~ .11 111 Construct 3 • 11~ II 1 , .• 1/i 1 3 5 R ti NO. l::,. R T (N.B. STO. 3OO-L, 304-L, 3O5-L, f: 313-L} 9 , • 111 II II s.c.@_@ I 5 R / / .j ' 1 II P.CC II 1!111)----=-• -~ / CJ) 12° 48' 4211 805 90 38 180. 00 'M.' , ' • 111 20•81.99 "' N, ., #/" II I • 10 m .... •:i•, ,, U E.CR • ~ 111 .,ee o,e ·-1 .. ,l,Fi)_.(/fo!r-. Construct P.C.C 10• 40' 36" 805 75. 22 150. 00 L •,':•'if-\ \\',I 20 •02 • 95 • \ \\\ II I • ~ \1;,--'.\~ts' . .' !/!:afro /O3-L) ( 2 6° 05' 20" 800 42.55 85.00 Remove existing P.C.C. ...J::,,!~=.,J--1 5' ~ ~I I I llx 11 I ~ W I II ., • ., .:·.{:).: P.C.C. ,, • • • f-®=-+--,_-0-2_6_' 4-9~,~, f---+----+----1 sidewalk i construct new 20•84.74 \ I, I 111\ II I • • -~~· \ ;·:.· 1-......., Relocate Fire Hydrant @ " 800 45. 06 90.02 P.C.C. sidewalk. (N.B. STO. 103-L) \ 1\ \,i;, See Note K/ I 11 111 ;~ ____ .,. ,.,_ 1,1 "''"' , • I per N.B. STD. 5OO-L @ 74° 12' 4311 50 37. 84 64.80 NO. <v I \ ~ Remove ond relocote-1' l \ ,..,,, ~-~ ~'r 1 \ , Tree to be relocated @ 15° 41' 53" 240 32.95 65.56 N .,.1 . ,.. ,, C \ , \, exist. sprinkl,rsystem \\ ~ ~~ , . , ) 1 11 ~, , by others Al7 70 48, 34,, !1:rtac~ 1:us:;:c:v:,.1~~ ,ft,, \ -~ 1,\\ I II \\ I e <.•, / II 1 1 'Telephone M.H. to be '-U@ 590 09' OZ" IGO IO. 92 21.SI Base Course ' er, 'I·{ I II ~0111 ~ ~a:i 11 \E .J.1 relocated by others 8 50 22-87 51.62 ar \ <1' \ \;, \ I\ H II , &.-"':C:: • , ,,...,..._,,_ " A \ \~' \ \\ ti 11 1 , • I s ~ l ,\ 1 1 ~r--..~,~ 11/2 .C. Surface Course 1 .. , ·' 111 ~ ii \ u-i .. "-i 1, 1 \ , 10 Remove existing over 3 !/2" AC. Base Course , -' ' ~ ~ , PC:C. ._, 'k , , ~ -\ : 1 •11 \\ I '-' ~ "'-,.,..,_ 1·: 1 \~ 1 1 ,...5' . • • s1,.,ewa, over II' Ann. Base ,. , - ""' I -I I·\ I II \ <:> VI It) \ I \ \"¢\\.·.. \\ I' \ o. 11} I\\ 1 0:: . .,;s :::i I.\ 1 \ \I sprinkler system \ '!::t, \\\, 0 <3.:1 q,.l.. \N '.~{ I \\ I \ "' '1\1 ~ 0,.. i~i ,:\ f,,J , '. \ • z\\ . V G1 ~ sCR, ,\ . 1) 2~ ft ~0:: T,V, ', \1 ·. ~.c. @ \Yg,. ~ 'Z 3' ~ in--' ~ 1 i~ 10'1 ~ .. CURVE DATA R T 2251 35' 28.25 31.02 L 47.53 61.65 26.48 45.33 exist Existing A.C. pavement CURBED ISLAND DETAIL Section B-B Qi true/ 'lype "o" curb 311 P.C-C. I ~•, / F ,,-·"1~,iJ ... r.:1 -t;•." ......... , ... _,_. •• i,\,Jiifl- ,;,\\'/\\" Y~\ \I-"'\\/~ .. //'\\ ...._Native A'll CURBED ISLAND DETAIL PREPARED UNDER THE SUPERVISION \ \ P.0,Cc_ ~ 21 .-7z,OI _ !iO' \ \I -_ j 1 '( R/W ', ~ \-o' \'Iii"• \I II Section A-A \ -\.\ , 111 I 1 50 -I\\ \ ', ,~ \II \'5 OF 'f./i.lktf 1,t/;/f,•. ~£)~ DATE 1.-/z3/7; HILBERT WILLIAM DICKSON R.C.E. NO. 19417 TRAFFIC ENGINEERING I' ' onstruct CURB~ GUTTER Type "D" N.B. STD. 102-L End construction < curb fguffer and__. PCC sidewalk <···:m, • \U •,•'1 20 _....., l -'· Ill I ....-l'J r-3'Min, I\) ill \ \II ' I 111 2 5' I a" c.F. \ I • ·-t {.--~ ~ \ ~~L-1=--,~---:,~ 0 l;erman coNsuLTANTs kimmel and Associates 4242 CAMPUS DRIVE1SUITE E~6 (714) 546·9814 LOCATION !) .. 8 .. ,/\\ ~ l'Y/1 \'0' 11'7\;\)fr l'_,l,~1/,\jll \/; ,\ (/ \\X//Wli~•~ Jl//1 Remove existing AC. 'Type "O" curb pavement c• Top Soil to be furnished by City -el{- '-;"""1. ,-5· R=l/2"--.._ ./ R= 1/2" h i,:,'.;i:•. 3/411 1/ 2'' Longitudinal 6 ~ tr,, :.'0 __j_ bar •• • '"\ V "\\f, 111\.f p1• '/ t'' // \\ " " li:Jp af finished pavement "--112"Oowel spaced 4; min. length 8 " I +97. 00 \ Ill 3d I Iii LOCATION SECTION A-A BICYCLE DRIVE DETAIL NEWPORT BEACH 1CAL.IFORNIA 92660 Newport Beach Standard Drawings APPROVED STREET IMPROVEMENT PLAN rFT~ypce-;;"AdE"iwacuikr-:b=-siSlidd:-ODr.r. riNJoo;:--. 110031 -=-t:L~•-"_D'_' _c_ur_b_-_s_td_._N_a_. _10_2_-_L_-:-------~r;:::::;~t;:;-;;:::+::J~::;-;:;-~~::;;;:;:;;;=;;::;:;:;;;::===:J===t 0. t!l. }i.{l._ Lo cation "A'' -Bayside Dr. at Marine Ave. HP~C~C~s~id~e~w~a~lki~S~td~·fD~r-~N~o~-~10~3~-~L~.,;-.;;;~;:;:;;:,:,-------------___;·~•~a~·?$::M!":1E:~.~71\~l~ . ..'.A~D~D~ED=;:;-;;,cA~···~T~.V~.:-~.r:~l.-,..~·~~~~;;=;l;':;~::::::8::=::~·,~~PUBR~~c~gRJ}~~~TOR ~B_u_lb_A_n~g~le_f_o_r_C_u_r_b_ln_le_t __ S_ld_._D_r_._N_o_._3_0_0 __ L _____________ ➔,~~~~!!:::::.'1!:~&~12A!t.Dl!D1Ct:VJR~Vtc~DIJ..A~T.--A_:8_:B __ '.:.c_Y.:.C.:.L.:.E'-1'1..=·:::y:":.;,"+.D;A;TE~/:;;:'2.:::·:::'2.:'.:'.o/~-~/~/;;:==+-L-o_c_a_ti_o_n_"B_'_'-_N_e_w_p_o_r_t_c_e_n_t_e_r_DTr._a_t_E_a_st_-_w_e_s_t_, ~ • • DRIVE DETAIL Local Depression Detail ~ Inlet Notes -Std. Dr. No. 304-L DESIGNED DRAWN DATE BY DESCRIPTION APP'D. U G TOLMIE Curb Inlet Type OL-A Std. Dr. No. 305-L ,W.O. • CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT T-5060-S SHEET 2 OF6 . REVISIONS -CHECKED DATE Concrete Pipe Collar -Std. Dr. No. 313-L . ------------------------------------,--------------------------------'.....a."---'----"-------....,.,.----..i;;..-------------....L--------------------.,__ ___ ...... ____ .._ ___________ ...._ _____ _. .. 1/71 D:CTERICH-POST 21019 .003 ( -;i cl °' 0 I ~ , . r ' Install three overhead --- illuminated signs. (See Note #'/6 J ) ,,, ..., ____ ....... ..----------------!--___ for ___ _ ___ ./ CB Ct) 0 ® @ 0 ® (i') ' 0 (a) ( b) (c) SIGNAL HEAD DETAIL R/W E w ( w R/W ( E ':' ?l: I I Install two overhead ,'lluminated signs. (See Note~ 16) w & 16' Bollost i ::--15· C>------___ __._ ,-.-...--____ TV--:!.,..~'""" ==~~/~::::_f;:::::G:::):::::_:=:::::~==~!,_::::::-:;;; G .''-::= _-:::;::_ • .,' I :4t -_....._ - - __ -__ -__ '------1" C, I-Magnetometer Cable & I I ... Special A4 (cl Head (See Note ,. 12) A4(c} _ _fPfH} I I I I Install illuminated R/3 Sign. (See Note #' 13/ N (P.V.H.) #5 P.B. Bollost / 30R .. GENERAL NOTES Note/5 I 2. 3. 4. 5, 6. 7. 8. ~ /0. II. 12. /3. 14. /5. 16. 17. /8. The electrlcol work and equipment shall conform to this pion, the California Standard Plans, and Standard Specifications, doted Jon. 1971 and the Special Provisions. Applicable Colilornio Standard Plans: £S-/-3,S£S-2A-B, ES-28-5, ES-3A-5,SES-3B-l7, ES-4-7,SES-6-BI SES-6-CfSES-11-8, ES-16-3. . Install California ]ype 90 8Q Controller and detector units os shown on detector schedule .. Install ouxillioi'y equipment per Standard Specifications 86-309J and the Special Provisions. Install in 'Type R cabinet. All lndut.tive loops shall be 6'x 6' • with /0' spacing except where otherwise shown on plan. All Signal heads shall be /2." All Pull boxes shall be *5 except where otherwise shown on pion. luminaires shall be installed without glare shields. lamps shall be 700 Watt mercury vapor, except poles 01® shall be 400 Wolf. Mercury Vapor lights shall be color improved. Magnetometer units shall hove two inputs and two outputs. Pedestrian heads shot/ be 'Type B. (See Special Provisions) Conduit shall b_e 2" unless otherwise noted. The Programmed Visibility Heads shall be programmed by the Contractor os directed by the engineer in the field. The Special A4.(c) heads shall be Programmed Visibility Heads. For special operation see Special Provisions, "Special Pre -emption Operation" ( Loe. II"). Install on poles @~(l) an infernally illuminated Rl3 sign, mounted with 7' clearance above sidewalk. Sign shall be 17/uminoted only during the red indication of the Special A4 (c) heads. Ml mounts shall be of for end of most arm. \' 4~ \ \ \ ' R/W°"\ \ ,(_ ... P.P. to be re/ocatJJ by others -c:i- t"c 2-"'10 ' ' Detectors 2-AI, 2-A3, 2-Bl,2-B3 shall be single loop detectors connected to separate sensors per INDUCTIVE LOOP SCHEDULE. Each overhead illuminated sign shall be illuminated by a fluorescent sign lighting fixture as shown on Standard Plan 2 Magnetometer Cable ES-16-3, "Fluorescent Lighting Equipment (36 inch)'.' See Jietoil sheet 5. SS A RJB4 P.P.B shall be installed on the eostside of Poles @ and @. Striping removal and painting to be done by others. PREPARED UNDER THE SUPERVISION OF 7/.iil«J' 'ttJ;tJ;.,., £5~ DATE tz./z3/71 HILBERT WILLIAM DICKSON R.~.E. NO. 19417 TRAFFIC ENGINEERING Herman . coNsuLTANTs w I I \-61 ,. \ ·\ I \ ... (J\ E. . 1+21.30 75' Special LOO #\ _)( • Ul ~ Al + A3 \ I I \ I \ I I I I I I I T I I I I I I { I Special Loop '"' 2 I kimmel and Associates 4242 CAMPUS DRIVE,SUITE E·6 (714) 546·9814 NEWPORT BEACH,CALIFORNIA 92660 2+60 Ballast ---1--::,::~::,::t,..\r-U-"' See Note "1· --r 1/11 D'.ETERICH-POST 21019 ,003 Pole 2 3 4 5 6 7 8 '4---.... ---. • I I ' l l : l 1 Al+A2 A3+A4 A2 + A4 • • ~ Bl + 83 Bl+ 82 83 + 84 82 + 84 3 4 . either 5 or 6 PREFERRED - "' .., Install illuminated R 13 . Type Length Signal M.A. N.B. llZ 261 311 _, None N.8. N 26 1 311 None PHASE SEQUENCE WITH CALLS ON ALL PHASES PHASE·DIAGRAM- ------... -----........ . -------N <( I w DRIVE Lum. M.A. 8' 8' Signal Mounting Pole M.A. Ped. P. P. B. T pe I "C, I-Magnetometer Cable ------ct: ' "' N "' ,q I - p, P. B. Remarks • Phase IlI 18' None None -I eB-I W-0 B 0A4 No mast-arms XIX-A 35' 9" 30' 15° 8-2 . M-liM-2 -See Note #14 XIX-A 35•9· 25' 15' 8-4 M-llM-2 -See Note #14 XIX-A 35' 9u 'A 30' 15' 8-4 M-1/,M-2 W-0 B 0 8 4(2) See Note "'14 I-A 10' A-3 W-3 8 XIX-A 35•9• 30' 15 B-2 M-2 B A4, 84 See Note •17 * Concrete Standard per City of Newport Beach. Dwg. #STD-203-L Phase Type OAI s QIA2 s GlA3 s QIA4 SP OBI s (21B2 . s 0B3 s 084 SP CONTROLLER MODULE SCHEDULE Sensor Unit Detector #I I-Al #2 2-AI #'3 3-A2 #4. 4-A2 #5 l·A3 #6 .2-A3 #7 . 3-A4 II 8 4-A4 #9 I-Bl #10 2-81 #11 3-B2 #12 4-82 #13 2-83 #14 3-83 #15 3-84 ,#16 Special #I #17 Special #2 INDUCTIVE LOOP DETECTOR SCHEDULE Sensor Unit Channel Detector #1 A I-A2-R #1 B 2-A2 * ¾ Mount A-I mounting at 18' height. 112 A I-A4-R 112 B 2-A4 POLE SCHEDULE #3 A I -82-R H3 B 2-82-R . # 4 A 1-83-R # 5 A 1--84-R 5 B 2-84 MAGNETOMETER DETECTOR SCHEDULE APPd A 1.1 iJ • TRAFFIC SIGNAL PLAN l--+---+-------------+---1 w✓ a"~ • 1--------L:-O_C_A_T_IO_N_"t..-,-, ------..;,I 6-5-72 M.£. f ADDEO CATV LIIJE A.SS',.PUBL\C WORKS DIRECTOR L!..l. • R.E. N0 . ./1!!9,_,,G,,'-- 'EMOVEO OPERI/E.40/tL.VMIIIAT~OS/GN DAT£ __ / 7,.-1..F/ ... ]/ 44·7Z ,4/.M. ~ 84Yf}/OE 0.0. w.a,vae ONE 610,</ FAl':M-1 8d Y6✓L'E Di:<, E. ,BNd, • DATE BY DESCRIPTION APP'O. REVISIONS DESIGNED H.W.D CHECKED DRAWN G. TOLMIE DATE BAYSIDE DR.-JAMBOREE RD.-MARINE AVE. CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT T-5060-S SHEET . 3 OF 6 :, ,7, . . ' -. ! '., ! I' i ' J, .'i .. , \ \ \ II\ 'j-1 :c ➔ ~ "' °' C, 'O "IJ I '¾ (I\ Install three aver/lead --- illuminated signs. (See Nate '"'16) __ ) ----------I .-----------------___ I or ___ _ ---~ or t . -or t. -----------+--------.---------ll------'-----1---------, I l ll 1 N CB (!) 0 Scale 1":: 20' ® Ci> 0 ' _ _, ·------s------______ ,,,, ~-,,·-·+» -------------@-@-G- 0 (a) ( b) (c) SIGNAL HEAD DETAIL R/W'\ E w ( :) ~ . -ll ~ ,~ 'lo w -----._.. F ~,s • Gp,--I ,;; --------' .r...:;-.J R/W ( I I I .... /' E l: / I I 2-3" C I Install two . overhead illuminated siqns. (See Note * 16) w --------- --G .---· \ --TV G) ( cft: ------------ s;:::____ I" C, 1-Magnetometer Cable ---& Special A4 (cl Head (See Note IF 12 J A4(cJ _(b'...NLI --- 1 I "6 P.B. I Ballast Install illuminated R/3 3d R Sign. (See Note # /3) .,.-,, (P.V.H.) GENERAL NOTES I ,, .,.-., I. 2. 3. 4. 5, 6. T. 8. 9. /0. II. /2. /3. 14. /5. /6. 17. 18. The electrical work and equipment shall conform to this JJlan, the California Standard Plans, and Standard Specifications, dated Jan. 1971 and the Special Provisions. Applicable California Standard Plans: ES-/-3p£S-2A-B, ES-28-5, ES-3A-5,SES-38-!7, ES-4-7,SES-6-BI SES-6-C4S£S-ll-8, ES-I6-3. • Install California Type 90 8~ Controller and detector units as· shown on detector schedule. Install a11xilliary equipment per Standard Specifications 86-309J and the Special Provisions. Install in· "type R cabinet. All indulJtive loops s/Ja/I be 6 1x 6 1 with /0' spacing except where otherwise shown on plan. All Signal heads s/Ja/1 be 12:• • All Pull boxes shall be "5 except where otherwise shown on pion. Luminaires shall be installed without glare shields. lamps shall be 700 Watt mercury vapor, except poles 01® shall be 400 Watt. Mercury Vapor lights shall be color improved. Magnetometer units shall /Jave two inputs and two outputs. Pedestrian heads shall be Type 8. (See Special Provisions) Conduit shall be 2" unless otherwise noted. ' . The Programmed Visibility Heads shall be programmed by the Contractor as directed by the Visibility Heads. For special operation see engineer Special in the fie/ d. Provisions, The Special A4/c) heads shall be Programmed "Special Pre -emption Operation" ( Loe. "A"). Install on poles @~® an infernally illuminated only during the red indication of the Special R/3 sign, mounted with 7 1 clearance above sidewalk. Sign shall be illuminated A4 (c) heads. Ml mounts shall be at far end of mast arm. Detectors 2-AI, 2-A3, 2-81,2-83 shall be single loop detectors connected to separate sensors Each overhead illuminated sign shall be illuminated by a fluorescent sign lighting fixture as ES-16-3, "F/uorescentlighting Equipment (36 inch)'.' See detail sheet 5. A RJB4 P.P.B. shall be installed on the eastside of Poles @ and @. Striping removal and painting·~to be ((one by others. per INDUCTIVE LOOP shown on Standard Pion PREPARED UNDER THE SUPERVISION ss OF 7Muf 1?fill.:,,, 0.,,,;:..,,, DATE tz./z:J /7/ HILBERT WILLIAM DICKSON R.C.E. NO. 19417 TRAFFIC ENGINEERING Herman coNsuLTANTs I½_" C ---\.,\, \ \ ' R/W°"\ \ .[_..,. PP. to be relacatJJ by others Kimmel and Associates· \ Ballast ~L-=...-_-_:.-_,-,..;~+--lJ 4242 CAMPUS DRIVE,SUITE E·6 (714) 546·9814 • " NEWPORT BEACH, CALIFORNIA 92660 See Not~ #.? CD \ 1/71 o:ETERICH-POST 2101B ,003 2+60 I I Pole 5 6 7 8 ~--....;.-~ - I" C, 1-Magnetometer Cable w DRIVE ·- (See Note # 12) ~ -- Type Length Signal M.A. N.B. Ill 26' 3" None N.B . .N 26' 3" None Xii'I 18' None XIX-A 35' 9" 30' XIX-A 35'9" 25' XIX-A 35• 9" ,. 30' 1-A 10' XIX-A 35'9" 30' Lum. M.A. a' 8' None I 5' 15' 15' 15' R/W P. P. to be raised by others for clearance Signal Mounting Pole M.A. Ped. W-0 B-2 . B-4 M·ljM.Z - 8-4 M·liM-2 W-0 A-3 W-3 B-2 M-2 P.P. B. Type B B B B p, P. B. Phase * Remarks 0A4 No mast-arms See Note 4114 See Note *14 0 84(2) See Note *14 0B4 A4 , B4 See Note tI7 Concrete Standard per City of Newport Beach. Dwg. #STD-203-L Mount A-I mounting at 18' height. POLE SCHEDULE + I I ' Phase Type GlAI s 0A2 s <J;A3 s 0A4 SP GlBI s 0B2 s GlB3 s 0B4 SP CONTROLLER MODULE SCHEDULE Sensor Unit Detector #\ I-Al #2 2-AI '/1'3 3-A2 #4 4-A2 #5 •l-A3 #6 .2-A3 ' #7 3-A4 #8 4-A4 #9 I-Bl #10 2-Bl #1 I 3-B2 #12 4-B2 #13 2-B3 #14 3·83 #15 3-84 ,#J6 Special ,,. I #\7 Special #2 INDUCTIVE LOOP DETECTOR SCHEDULE Sensor Unit Channel Detector # I A l-A2-R #I B 2-A2 #2 A l-A4-R #2 18 2-A4 #3 A I -B2-R 113 B 2-B2-R #4 A 1-B3-R ii 5 A J-.B4-R 5 B 2-B4 MAGNETOMETER DETECTOR SCHEDULE 1-/tJ_-_l·_:_1.+-.e_<!i--+-,,e.-"_v✓._'f.G_.l>_"_oo_,._"_•_e"'_""_,.,.,_._,,,._"'.&_:r._-::_u._~_-s_,l----l APP~ a )tL · 1-__ T_R_A_F_F_IC __ L_Os_cl_GA_NT_AI_OL_N_'_':-.~-A_N ___ ....;...---1 h. *PUBLIC WORKS DIRECTOR H 6·5·72 M.E. L.!., ADDED CATV L.IIJE R.E. NO. /l!BO(,, I.\R,#6'fPIIEO OPEPI/E40IL./..l/MIN.4T~D5/G/J (,'(;/.,.., / 7.,,,-'2fi' ii d-&?-72 A.I.M. ~¾-~J§~_gi_%,-~~,J."oNE5/G.V ~ DATE_ - DATE BY DESCRIPTION APP'D. REVISIONS DESIGNED H.W.0 CHECKED DRAWN G. TOLMIE DATE BAYSIDE DR.-JAMBOREE RD.-MARINE AVE. CITY OF NEWPORT BEACH T-5060-S PUBLIC WORKS DEPARTMENT SHEET 3 OF 6 i'i 'j I -GJ 2 C $'. rn 9:l I ' . Signal Lum. Signal Mounting Pole Type Length M.A. M.A. Veh. M.A. Ped. CD Exist .30' -Exist Bl -- ® m 18° 20' -Bl M-2 WO @ I-A 10' --Al -WO ® Exist. 30' -Exist --- (5 XiZI 18' 20' -BI(2) M-2(2) WO ® I-A 10' • --Al -WO (r) Relocate 17' -Exist. --- ® 17' 30' Bl M-2 WO . v 111 ® xv 28' 6" -6' Al -WO 10 P.P.B. POST 3' 10" ----- II X:iZII 28' 6" 20' 6' Bl M-2 WO . J12l l·A .10· ... --Al -WO . POLE SCHEDULE RP.B. Type B B B B B B B B B B B B. . RRB- Phase B (FB4) B(FB4) A(FA2) A(FA2) A(FA2) B(FB2) B{FB2) B{FB2) A(FA4) A(FA4) AIFA4) B([B4) Refer to Note No. 12 - - 12 12 - 13 -- 18 ~ 14 18 -. . -----"-~----. -, SQ' ------~ -----J --------w ------------:;;;--..:.·-- )> 01 ' :;; ' )> ~ -=~--sheet ,p ,__ -E--------~,..,..._,,,_~o~~~6:..::::;;;~-l:.,;;::-, ~ -,. ------- . \ I I I I I I 1 1 I GENERAL NOTES ---~-~--~--=-~~~---~~~~'~ . --~ ;;::--_=--=-~~:;;;!~~~!W..:j I. 2. 3. 4. 5 6- 7. 8. 9. 10. II. /2. /3. /4. /5. /6. TIie electrical work and equipment shall conform to this plan, the California Standard plans, --~--J:----t.._ and Standard Specifications, dated Jon. /97I and the Special Provisions, Applicable Colifornio Standard Plans: £S-l-3p£S-2A-B, E'S-2B-5, £S-3A-5,S£S-3B-/7, E'S-4-T, S£S-6-Bl,SES-6-C4S£S-II-B, E'S-16-3. Install a 'Type 90 controller, eight phase frame with two modules for phase A and phase B operation in a lype '7?" cabinet. Controller and cabinet .. shall be wired for future eight p/Jase operation, (see Special Provision}. Install detector sensing units as shown on plan. Install /20~40 v.· Signal and Lighting Service switches(40amp circuit breakers} and meter box on the side of the controller cabinet. (See Special Provisions} All Signal /Jeads silo! I be 12." Where fo/Jr or more cond1Jif are run info pu/lbox use type 116 pu/Jbox, all others shall be fype*5. Luminaires shall be installed without glare shields. Lamps shall be 400-Wott color improved Mercury Vapor. Magnetometer units shall /Jave two inputs and two outputs. Pedestrian /Jeads shall be type B. Conduit s/Jal/ be 2 11 unless otherwise noted. , Detectors I-W-AS, /-£-AS, /-N-BS, and /-S-BS shall be single loop detectors, connected to a single 'Sensor per INDUCTIVE' LOOP DE'TE'CTOR SCHEDULE. At Pole Position 0 and IT. I @, Signal /Jea<ls designated as A(FA4}, . . and A (FA2) shall be pole mounted at At. Pole Position ® relocate the existing City Lighting Standard to new position and install pedestrian push button as s/Jown on pole schedule. At Pole Position @ a foundation for. a future Type I-A standard shall be installed. A pedestrain pus/J button • post shall be installed on tile foundation wit/J Type I-A bolt by use of an adopter plate. Install P/Joto-e/ectric Cell recepticle on Pole @. P/Joto-electric Switch to be provided and installed by Edison Co. All conductors silo// be installed, for fufllre eight p/Jose operation. Conductors . not used for two p/Jose operation s/Jall be pulled to the pullbox adjacent to its ultimate phase terminus, as s/Jown on tile plan. 30' of each unused conductor shall be coiled in tile opu/lbax. All conductors s/Ja/1 be bonded of each,, end to clearly designate present and future phase application in addition to normal color coding. . I I I I .. x\_ ,,_ ~\ I \ ., "' \ .,a. "' I ., ., \ U) I I I I \ I I I \ I \ \ I \ \ 0 \ -- \ ------------------I I . \ 17. /8. /9. A I/ inductive loops silo// be 6'x8' wit/J 10' spacing except those in left furn lanes s/Ja/I be PREPARED UNDER THE SUPERVISION 6'x6' with 10' spacing. . . OF 1-kilef 11/dk,,, e>~ DATE rz/z,/;; Lum/noire arm silo/I be a davit -type arm. (See Special Provisions) Striping removal and painting to be done by others. HILBERT WILLIAM DICKSON R.C.E. NO. 19417 TRAFFIC ENGINEERING Herman coNsuL TANTs kimmel and Associates 4242 CAMPUS. DR!VE,SUITE E•6 (714) 546·9814 NEWPORT BEACH,CALIFORNIA 92660 1/71 D:ETERICH-POST 2lC1B ,003 I I I I \ \ \ \ \ ' \ I I •oJ· I OJI ., :0 "' I ~:o I Q) " l~ I -.. G' -e·- \ \ I I FAI , \00 . ~---------~r ~ -------♦ ♦ ♦ • ~~ • I I I I I I I I ~ I I I I • + "' ' ' ' Future _____ ....,. ,.._ ---------. . Al +A3 Future Al+ A2 Future A3 -1-A4 Future A2 + A4 . Future Bl+ B3 Future Bl + B2 Future B3 + B4 Future B2 + B4 I Present A Present B ~2-or ,.,, .3 4 ~5~ ·6 Coble T.V. (Relocate By Others) FUTURE PREFERRED so' ---= tnsto/1 Service pullbox and conduit to Edison Co. Vault. W--1--Telephone MH. to be relocated I I by others. .lu--'\.\,..._!L_:Coble TV. ,\"7'"\ P. B. 01 \ \ \ \ \ \'c. \ \ \ \ \ PHASE SEQUENCE WITH CALLS ON ALL PHASES PHASE DIAGRAM "¢ d. ~: t ___ "<IC d. -~ ~ ... - -------------OR------------------- Sensor Defectors Unit Present Future #1 3-W-A I-W-AI ••• "2 4-W-A 3-W-A2 .. 3 5-W-A 4-W-A2 .. 4 4-E-A I-E-A3 .. 5 • 5-E-A 4-E·A4 #6 6-E-A 5-E-A4 #7 . 7-E-A 6-E-A4 "8 3-N-B I-N-BI #9 4-N-B 3-N-B ""10 5-N-B 4-N-B ., II 3-S-B 1-S-B3 .. ,2 4-S-B 3-S-B4 .. ,3 5-S-B .4-S·B4 .. ,4 1-W-AS 1-W-AIS .. 15 1-E-AS I-E-A3S tt15 1-N-BS l·N-B1S # 17 1-S-BS I-S-B3S INDUCTIVE LOOP DETECTOR SCHEDULE 1---1---1--------------+----l APd (!} )iL <'..-5-72 ME Le,. ADDED CATV LI/IJE DATE BY DESCRIPTION APP'O. REVISIONS ,4.SS r.pusuc WORKS DIRECTOR R.E. NO. ✓3B06' DATE-LL-'2....'1-)J DESIGNED l(.W.D CHECKED DRAWN G. TO(.M/E DATE Sensor Unit ,i. I "I. "2 ,,. 2 .. 3 #3 "4 "5 "5 "6 .. 7 .. 7 .. 8 .. 8 it9 "'9 . . . Phase Present Future Type -Al s A A2 SP -A3 s -A4 SP -Bl s B B2 SP -B3 s -B4 SP CONTROLLER MODULE SCHEDULE Detector Designation Channel Present Future A I-W-AR • I-W-A2R B 2-W-AR 2-W-A2R A I-W·A 1-W-A2 B 2-W-A 2-W-A2 A 1-E-AR I-E-A4R B 2-E·AR 2-E-A4R A 3-E·AR 3-E-A4R A , . I-E-A I-E-A4 B 2-E·A 2-E-A4 A 3-E·A 3-E-A4 A I-N-B 1-N-B2 B 2-N-B .. 2-N-B2 A l·S-BR I-S-B4R B 2-S-BR 2-S·B4R A 1-S-B 1-S·B4 B 2-S-B 2-S-B4 MAGNETOMETER DETECTOR SCHEDULE TRAFFIC SIGNAL PLAN LOCATION II B" NEWPORT CENTER DR. at EAST-WEST CITY OF NEWPORT BEACH T-5060-S PUBLIC WORKS DEPARTMENT • SHEET 4 OF 6 .. --t'-·r ·===--- ~ ~ ':, 1' ,, z 5 'i'\ b ru c; § 0 ~ ~ Q ~ ~ 0 rn ~ ' 2 5 C z :::: <::) ru "' n ~ ~ I > ½ ru z "' C, )> C: 2l "' ~ jS 0 ::IJ ~ z G) z C :::;: (D • m ::IJ ) / . 0 ::IJ ~ z GJ z C $'. (D m ::IJ D JJ ~ z GJ z C $ m ::IJ I Signal Lum. Pole Type Length M.A. M.A. CD Exist .30' Exist ® m 18' 20' @ I-A 10· ® Exist. 30' Exist ® X'iZI 18' 20' ® I-A 10' (Z) Relocate 17' Exist. ® 17' ·30• ® xv 28' 6" 6' @) 3' 10" 28 1 6" 20' 6' 10' POLE Signal Mounting RP.B. Veh. M.A. Ped: Type Bl B Bl M-2 WO B Al WO B ,B Bl(2) M-2(2) WO·. B Al. WO B B Bl M-2 wo· B Al WO B B Bl M-2 WO B Al WO B SCHEDULE RP.B. Phase B(FB4) B(FB4) A(FA2) A(FA2) A(FA2) B(FB2) B(FB2) B(FB2) A(FA4) A(FA4) AlFA4) B(FB4) Refer to Note No. 12 12 12 13 18 14 18 --------- (J) ' =:: J> GENERAL NOTES I. The electrical work and equipment shall conform to this plan, the California Standard plons, and Standard Specifications, doted Jan. 1971 and the Special Provisions. • Coble T.V. 2. 3. 4. 5. 6. 7. 8. 9 /0. II. 12. /3. /4. /5. 16. Applicable California Standard Plans: ES-l-3pES-2A-B, ES-2B-5, ES-3A-5,SES-3B-l7, ES-4-7, SES-6-Bl,SES-6-C1SES-II-B, ES-16-3. Install a 'ljpe 90 controller, eight phase frame with two modules for phase A and phase B operation in a lype 11?11 cobi~t. Co(ltroller and cabinet shall be wired for future eight phase operation, (see Special Provision). Install detector sensing units. as shown on plan. • . <-• Install /20~40 II. Signal and lighting Service switches(40amp circuit breakers) and meter box on th~ side of the controller cabinet. (See Special Provisions) All Signal heads shall be 12:1 Where four or more conduit are run into pullbox use type 116 pu/lbox, all others shall be type*5. Luminuires sho/1 be installed without glare shields. Lumps shall be 400-Wott color. improved Mercury Vapor. Magnetometer units shall have two inputs and two outputs. Pedestrian heads shall be type B. Conduit shall be 2 11 unless otherwise noted. Detectors 1-W-AS;I-E-AS,/-N-BS,ond 1-S-BS shot/be single loop detectors, connected tq-o single sensor per INDUCTIVE LOOP DETECTOR SCHEDULE At Pole Position 0 and /7. I • @, Signal heads designated as A (FA4), . . and A (FA2) shall be pole mounted of • At_ Pole Position 0 relocate the existing City lighting Standard to new position and install pedestrian push button as shown on pole schedule. . . , At Pole Position @ o f01Jndation for a future · 7j,pe I-A standard shall be installed. A pedestroin push button post shall be installed on the foundation with 7j,pe I-A bolt by use of on adopter plate. Install Photo-electric Cell recepticle on Pole @. Photo-electric Switch to be provided and installed by Edison Co. All conductors shall be installed for future eight phase operation. Conductors not _. used for two phase operation shall be. pulled to fhe pul/box adjacent to ifs ultimate phase terminus, as shown on the plan. 301 of each unused conductor shall b_e coiled in the pullbox, All conductors shall be banded at each end to clearly designate. \ I \ I ' I I I I I I I I \ i-N-B 1-N-B , \ I .; .; ti 4' .;1--16 I I I I \ I I I \ I .. ~ \_ I I I I I I \ \ \ I \ I I 0 "' -.. ., .,::. "' .. <U lf) \ \ I \ \ ' I I present and future phase application in addition to normal color coding; All inductive loops shall be 6'x81 with 10' spacing except those in left turn lanes shall be 6'x 6 1 with !0' spacing. I \ \ /7. 18, 19. Luminaire arm shall be Striping removal and 1n1 c:ETERICH-POST 2io1a .003 a· davit -type arm. (See Special Provisions) painting to be done by others. PREPARED UNDER THE SUPERVISION OF 14,/1.,r 'k/;,4/4,,, f)~ DATE i-z./z,/7 I HILBERT WILLIAM DICKSON RC.E. NO. 19417 TRAFFIC ENGINEERING Herman coNsuLTANTs kimmel and Associates 4242 CAMPUS ORIVE,SUITE E·G (714) 546·9814 NEWPORT BEACH, CALIFORNIA 92660 \ \ \ \ \ \ \ \ \ \ I I I 1/1 I ., :a I 0 u ~ I -., E \ 0 1 I . "' \ \ \ ' I •UJ• I I 1/1 I ., :0 1/1 \ \-:g \ \ tu I I ~~ I _,. Future A I + A3 I I s•-s- ,oo ' \ 11 ------ --------......... -------......... Future Al + A2 Future. A3 i A4 Future A2 + A4 Present A 7i·1-1x,~2-or IP FUTURE PREFERRED PHASE SEQUENCE PHASE NEWPORT Coble T.V. \~ Future Bl+ B3 4 WITH CALLS DIAGRAM Telephone Vault ♦ I I I + Futu_re ON ALL ♦ + + I I I I I I ' I I + ' ' Bl + B2 Future B3 -1-B 4 • Future B2 + B4 Present B ~5~ 6 PHASES ------------ Phase Present Future • Type -Al s A A2 SP -A3 s -A4 SP -Bl s B B2 SP -83 s -B4 SP CONTROLLER MODULE SCHEDULE (Relocate By ,,. .,. Others) I I I .\ Install Service pu!lbox and conduit to Edison Co. Vault. DATE BY Sensor Detectors • Unit Present Future #1 3-W-A 1-W-AI .. 2 4-W-A 3-W-A2 tt 3 5-W-A 4-W-A2 .. 4 4-E-A J-E-A3 .. 5 5-E-A 4-E-A4 .#6 6-E-A 5-E-A4 #7 .. 7-E-A 6-E-A4 ' "8 3-N-B I-N-BI #9 4-N-B 3-N-B "10 5-N-B 4-N-B "11 3-S-B 1-S-B3 tt 12 4-S-B 3-S-B4 .. 13 5-S-B .4-S-84 ..14 I-W-AS 1-W-AIS ,. 15 1-E-AS I-E-A3S ,. 16 1-N-BS 1-N-BIS ,. 17 1-S-BS 1-S-B3S INDUCTIVE LOOP DETECTOR SCHEDULE .&_ ADDED CATV LINE DESCRIPTION . REVISIONS APPROVED ef(i}}tL ASS'r.pusuc WORKS DIRECTOR R.E. NO. /e'B06' DATEJ 2,-'2) -/ APP'D. DESIGNED 1-/..W.D DRAWN G. TOt.M/E CHECKED DATE Sensor Detector Designation Unit Channel Present Future *1 A 1-W-AR 1-W-A2R " I B 2-W-AR 2-W-A2R "2 A I-W-A I-W-A2 "2 B 2-W-A 2-W-A2 "3 A I-E-AR I-E-A4R # 3 B 2-E·AR 2-E-A4R "4 A 3-E-AR 3-E-A4R "5 A 1-E-A I-E-A4 "5 B 2-E-A 2-E-A4 "6 A 3-E-A 3-E-A4 "7 A 'SC 1-N-B 1-N-B2 .. 7 B 2-N-B 2-N-B2 "8 .A 1-S-BR I-S-B4R "8 B 2-S-BR 2-S-B4R #9 A 1-S-B 1-S-B4 "9 B· 2-S-B 2-S-B4 MAGNETOMETER DETECTOR SCHEDULE TRAFFIC SIGNAL PLAN LOCATION" 8 11 NEWPORT CENTER DR. at EAST-WEST CITY OF NEWPORT BEACH T-5060-S PUBLIC WORKS DEPARTMENT SHEET 4 OF6 t--------------311 Fluorescent Sign ,, ~ t f A ;::,._ ;::,._ I'::. !.\ A Lighting Fixture (36 ) Corona Balboa Is. ;::,._ A Function & & ffi ffi & & l!..:, ~ ~ L!Q; ~ ~ ~d=e=I Ma=r==lJ~~========~~t-:::-:::-;::_-_-_-_-_-_--1~ I AWG Present Future ffi & ffi ffi & & ill ffi ~ ~ Al 3 3 3 --~=C-=D=MJ':J B.I. I ONLY Al 3 3 3 3 - -3 6 A2 3 3 i------ll.5, _ __,""I""._ ___ IO' ---os-t..,•>----10.5'----'"'1'1 A A2 3 3 3 3 3 3 3 6 A3 3 3 3 I 20' A3 3 3 3 3 3 6 A4 3 3 "3 6 A A4 3 3 3 3 3 3 6 3 C ~ Bl 3 ::., g Bl 3 3 3 3 3 6 B2 3 3 e B B2 3 3 3 3 3 3 3 3 6 r---g B3 3 3 3 u B3 3 3 3 3 3 6 B4 3 3 3 B B4 3 3 3 3 3 3 AWG Photo-electric Cell Size Function Conductor Run 1-" A Ped. A4P 2 2 2 2 4 L __________________ J=-------------------------7::--=====lb'-'~2::;_5=•~~!::; ______________ 7 _*_,,~----tjj~===t~A2t~Pedt.===tj2~~2t~2tt~2qj2~~+~2+~2 J~P 4 H ___ 71 _ ~~B_::i:4!::P_--:---:-"'.""-:-:-+.:::4_+ -_-:-r --j-;-------t------±~2±=r~2=r~:::;2~.:j:==t=:J::::::::1=::I \. ~A_:__:Pec.::..:d::_· ---+--=A-=4:--::P,-ed-,-·---r.:---t--:::-,-;:2;-,-~2--+---c2c---r_-i--i--;----;--:::-~, ----,------i---------t.-zt~eciat-Yell:ow--1 ~---i,-· ~-~ 2 Rd Southbound B Ped. B2 Ped. 2 2 2 2 2 2 2 1 _ _:A:::4::.....:::S.!'.:pe:.:C::.:ia:.:._I _R:.:e:.:d:...__+-::-' +-:-t--t------ir--:----t--t-:;~ Jamboree • B Ped. B.4 Ped. 2 2 ,-. 3 3 3 3 6 I I 2 Spares Loop Detector Coble " 2-12 A4 PP.B. 2 B4 P.P.B. PPB· Common Total IB 27 18 21 47 Signal Common Street Lighting Sign Lighting Lighting Cammon Total 3 5 2 2 3 2 4 4 2 2 Street Lighting Ser. 2 Total 2 Del. I-Al Del. 2-Al ----l--+..-c'..__j.-+-1---+-t--\---;--+-t-=--1-=T=-i Del. 3-A2 I -I Del. 4-A2 Det. I-A3 Del. 2-A3 Del. 3-A4 Del. 4 -A4 Del. I -Bl Del. 2-BI Det. 3-82 Del. 4-8 2 Del. 2-B3 Del. 3-83 Del. 3-84 Det. Special *I Del. Special *2 Total Del. I-A 2-R Del. 2-A2 I . 4 8 2 2 6 17 - J I • Magneto-l-~D:i:_et1_:_. _1_1_:::-~A24_:::-_..:R~-f--=---f-+-t---i---j--:---f-:--r,11 -1 -1 -r--=7 Del. 2-A4 I meter Cable Del. I-B2-R Del. 2-82-R Det. 1-84-R Det. 1-83-R Total 2 2 2 2 4 CONDUCTOR SCHEDULE Location 11A11 l/71 D:ETERICH-P0ST 21018 .DCJ 6 2 2 2 1---------24' Fluorescent Sign t Corona de! Mar f ... '-----------i "--,-, Photo-electric Cell r-Balboa Is. -,- NOT£: Lighting Fixture-,-------(3611 ) • (1,------; C.D. B. I. __ ... , t-1 ••-----/ 4.5. ----...,., 20' .E u ::;: CJ C r--e 0 .. 0 .,,-___ ___,_ ~-.:,., Bayside Dr. Eastbound OVERHEAD ILLUMINATED SIGNS Location 1!«1 All overhead signs shall be biack on white porcelain enamel with 6 inch letters. The signs shall conform to State of California specifications for porcelain enamel. All signs shall be 42"x-50". PREPARED UNDER THE SUPERVISION OF jk./1,r;f 'te/;,ll,;,.., Jj,,,J_ DATE n./-z'!>/7"I HILBERT WILLIAM DICKSON R.C.E. NO. 19417 TRAFFIC ENGINEERING Herman coNsuL TANTs Kimmel and Associates 4242 CAMPUS DRIVE,SUITE E-6 (714) 546·9814 ·NEWPORT BEACH,CALIFORNIA 92660 A P. P.B. A2 P. P. B. AP.RB. A4 RP.B. B P.PB. 82 P.P.B. - - I B P.P.8. 84 P.R8 2 Spares Spares 3 3 3 3 3 3 3 3 6 P.E. Cantre I 3 Total 21 27 30 36 40 10 21 30 3 67 Signal Common I I Luminaire 2 2 2 Total 3 3 3 Lighting ~ Si nal Service 2 4 2 A Al I I A A2 2 2 2 2 2 A A3 Loop A A4 3 3 AS AI-S Detector AS A3-S B Bl Cable B B2 2 2 2 B B3 B B4 2 2 2 BS B1-S BS B3·S Total 4 4 8 8 4'-4 5 17 A A2 2 2 2 2 ~, 2 A A4 • ,3 3 Magneto-l-~A-R-----f--:A'.!z=--~R=----t--l--;;2-f-;:2~-T.2;;--t--;;2~-=1-:=_4"-=-t:,;:--1"?21 meter Cable AR A4-R 3 3 ✓ B 82 2 2 B 84 2 2 2 2 BR B2-R 2 2 2 BR 84-R 2 2 ~ 2 Total CONDUCTOR Location APPROVED 4 4 8 8 SCHEDULE "B11 4 4 4 6 18 TRAFFIC SIGNAL PLAN l---+-+----------,-,__e2.tfl &L OVERHEAD SIGN DETAIL S. ASS 7'."PUBLIC WORKS DIRECTOR CONDUCTOR SCHEDULE R.E. NO. //!$06. l--------;;--;;-----:-:::-:-::-:--~n--l l---+--+==m"rui7<ifi"i5F75ii.w.aoi"'72,-r'":"v1/'.1 I "" O. LOCATION 11 8 11 t:?EMOVED e.4v,;1oe DR. w. aoo,vo DATE_.2--2-9-7/ LOCATION "IS. °' .,:;-72 /i./.M. ,;J/G,<./ ~·o.-ve eTeN F"-"!OM e,JYSIDE 1---;----, DP. E". BOU.VD DESIGNED DRAWN T-5060-s DATE BY DESCRIPTION APP'D. 1-1.1/J.D. G. TOLMIE CITY OF NEWPORT BEACH REVISIONS CHECKED DATE PUBLIC WORKS DEPARTMENT Cl ,, C: ' ) J D ]J ~ z Ci) z C s: ! OJ m. ]J • ' CJ JJ ~ z Ci) z C s: OJ m ]J , I 311 ' t f / Photo-electric Cell Function Conductor Run Fluorescent Sign 11 Size ;;Corona /Balboa Is. . & & & & & & & £ & Aili & & Lighting Fixture (36 l & & & & & & & & & & -AWG Function \ del Mar r AWG Present Future C.DM. B.i:" ONLY 3 3 3 Al - 6 ' 3 3 3 3 3 I Al 3 . 3 3 6 A2 -3 - 10' .. .I 0.5' A A2 3 3 3 3 3 11.51 I 3 3 3 - 201 3 3 3 3 - -3 -6 A3 I A3 -3 3 3. 6 - -A4 . 3 3 3 3 3 -3 6 I A A4 ., ! 3 3 C " 3 3 3 3 3 -6 Bl ::;; C • Bl --3 0 3 3 3 3 3 3 3 6 B2 3 -L -~ B B2 3 I r--0 ' 3 3 3 -.!ll 3 3 3 3 3 6 B3 - - (.) B3 ---3 3 3 -B4 --- - 3 3 3 3 . 3 B 84 3 -- ---------------' ( .. ----- 2 2 2 2 4 ' ---------------------1-2:5~ -~14 2 2 2 2 2 2 2 4 *14 A4P ,. ------------------------------------------------------------------------- A Ped. A2 Ped. -----------------.. -----------------.. 2 --------·2· ·····2 -... ······· ... ---,---B4P . 2 2 A4 Ped. 2 2 . , I.,·· A Ped. I C. .. ' . ' ., Ped. B2 Ped. 2 2 2 2 2 ' 2 ~~ :;pec101 ,e11ow I I -~ ... B A4 Special Red I I I I 2 -Jamboree Rd. Southbound B4 Ped. ---2 2 .2 -2 B Ped. 3 3 - -3 3 6 --Spares . .. . . ------------~--. ------~------~-------------·--,, A2 P.P.B. I . I I I I I ii I 2 ------~ .,, __ ,, ______ ---------------------------· ---------------------. ---- A P. P.B. -------------------------------·-. -------., __ ------------------·---·-· -----------------------. ' . , , • T ---- -T --2 - I I I I ·----.. . -----.... -----_____ .,., ____________ ,._. A4 • P.P.B .•• A P.RB. A4 RP.B. --B4 P.P.B. --I I I B P.PB. B2 P.P.B. I I I I I I PPB Common I I --I I I B P.P. B. B4 P. P. B. - - --I -I I 2 . Spares 3 3 3 3 3 3 3 3 6 Spares Total 18 27 18 21 47 Contra I. ----I --3 P.E. I I -I I I ~ 21 2:7 30 36 40 10 21 30 3 67 Signal Common Total Street Lighting I I I I I I I Signal Common I I I I I I I I I I I I I I - 2 2 2 n - #10 Sign Lighting -- - - Luminaire --Lighting Common I I I I I I I I I I "'"10 & Total 3 3 2 2 3 2 4 4 2 2 I I 3 3 3 I I I I Total Street Lighting Ser. -- - 2 Lighting ~ Signal Service 2 4 2 ' #8 "8 2 --Total . • I Al -I I I I i A Det. I-Al -I -I A A2 -2 2 2 2 - -2 • I I -- -I I j Del. 2-AI A A3 -- - - --Det. 3-A2 -I -- -I Loop A4 --- ---3 3 Loop A Det. 4-A2 I I Al-$ -I I I I -I AS Det. I-A3 I I Detector A3-S -- -- ---I I AS -Detector Del. 2 A3 ---I I Bl ---I I -- -I ! B Del. 3-A4 --I I B2 2 2 -2 .. Coble B - - - ---I I - I I -I Del. 4-A4 -- B B3 -Coble Del. I -Bl I I I B B4 2 2 2 Det. 2-BI I I -I 2-#12 Bl-$ - -I I I I ✓ BS Det. 3-B2 I I ,.. . B3·S ----I I I 2-"'12 BS -Det. 4-B2 I I I I . Del. 2-B3 -- - - 4 4 8 8 -4 4 5 17 Total -Del. 3-B3 - - --I 2 2 2 2 2 A A2 -• Del. 3-B4 --- - --I --! --3 3 A A4 ----#j I I -I I . • .. 24' Magneto-2 2 Det. Special -- A2-R 2 2 2 . . AR -De!. Special *2 I I I I I f Photo· electric Cell AR A4-R ---3 3 Total 4 8 I 2 2 6 17 Fluorescent Sign t. Corona ,., Balboa Is. meter B2 -2 2 -2 /' del Mor B --I I I Lighting Fixture 2 2 2 2 Del. I-A 2-R I • 136 11 l . B.1! B B4 - - - - - I l I C.D.M. 2 I - 2 2 Del. 2-A2 -· - BR B2 R - - . I . Cable Magneto· A4-R I I I -~,~ I 2 2 2 2· Del. I - - -- B4-R ----BR i I I -~-g• T4.5' De!. 2-A4 --- -- 20' meter De!. I-B2-R --- -I I I I 4 4 8 8 4 4 4 6 18 Total -Del. 2 ~B2 -R ---I I I I (E:, Cable I I C: ., ~ Det. l-B4 R -- -- ';; -~~ 0 ... r--........ CONDUCTOR SCHEDULE I C Det. I B3 R --- E! ,.... ' 'a "B" 2 2 2 4 6 2 I 2 2 - Location Total 2 ., u I CONDUCTOR SCHED.ULE r"2,5!_~ "All c; ,, ,,-Location --. -.. ~. . :_ • . ·., . • :;._-_,--_, .. " • --. . Bayside Dr. Eastbound OVERHEAD ILLUMINATED SIGNS • I Location l~I i NOTE: All overhead signs shall be black on white porcelain enamel with 6 inch letters. The signs shall conform to State of California specifications D 0 D 0 (I for porcelain enamel. All signs sha/10 PREPARED UNDER THE SUPERVISION \! be 421'x 50". /;z. /Z'!>/11 OF i./.dlter 1(1'-""'-, .f:j;.;_ DATE . DICKSON • R.C.E. NO. 19417 APPROVED TRAFFIC SIGNAL PLAN HILBERT WILLIAM _1/)__dJ}U__ OVERHEAD SIGN DETAIL a. . ENGINEERING ASS'r..pusuc WORKS DIRECTOR CONDUCTOR SCHEDULE TRAFFIC R.E. Nn (~80(; CONSULTANTS . ( 7--2fl.:::-71 LOCATION ''11.' a. LOCATION II B II ~ rman R~,8W-~~YJ£EF~ff Bf$ifo.e lllo DATE • ,-~·72 A.I. Iv/. ~R .. E. ·eoVA/O --·:_,. ___ immel and Associates DESIGNED DRAWN CITY OF NEWPORT BEACH T 5060 s DATE BY DESCRIPTION APP'D. H.W.D. G. 70LM/c . 4242 CAMPUS ORIVE,SUITE E-6 (714) 546·9814. CHECKED DATE PUBLIC WORKS DEPARTMENT • SHEET • 5 OFG .. NEWPORT BEACH,CALIFORNIA 92660 REVISIONS . . . . ' ', . ' . . , H-POST 21018 .003 < .,_ • '-, .. tnl O,ETERlC CONDUCTOR SCHEDULE AWG Function & & & & & & & <JAi 3 3 OA2 3 0A3 3 3 3 6 OA4 3 3 3 A2P 2 2 A4P 2 2 2 B2P 2 2 2 4 84P 2 4 A2 Ped. RRB. A4 Ped. P.P.8. 82 Ped. RP.8. 2 84 Ped. P. P. 8. · --·--···· •-P.P.8. Common ... Spares 3 3 3 3 082 3 3 3 6 084 3 3 3 6 Total 22 28 19 48 Luminaires 2 2 2 Signal Common 2 Total 3 3 3 2 Si nal Service 2 2 Total 2 2 Del .. I-Al Del. 2-AI Loop Del. 5-A2 Del. 6-A2 Detector Del. I-A3 Del. 2-A3 Del. 5-A4 Cable Del. 6-A4 Del. 4-82 Del. 5-B2 Del. 6-82 Del. 5-84 Det. 6-84 Total 3 3 7 4 2 13 4 Del. I-A2-R Del. 2-A2-R Det. 3-A2 Del. 4-A2 Del. I-A4-R Magneto --1----=D-=e..:.I .-'3'--_A..:.4 ____ +--+---+---+---1---11---+-- Del. 4-A4 Del. I -82-R meter Del. 2-82-R Del. 3-82 Cable Del. 1-84-R Del. 2-B4-R Det. 3-84 Del. 4-B4 Del. 2-A4-R Total 3 3 7 4 4 15 Scale: I" = 20' 1n1 o:ETERtCH-POST 21018 .003 ' ....... ....... ' ... ' ' ' ....._ ....._ ....._ :-,_, "' ' I" C, 4 ·Magnetometer Cables Q l"C, 2-Magnetometer Cables DETAIL •~• INDUCTIVE LOOP .DETECTOR SCHEDULE MAGNETOMETER DETECTOR SCHEDULE PHASE DIAGRAM FUTURE PHASE 8 TO OPERATE WITH 2 PHASES: 82 SO. BOUND Bi 84 © (!) (!) Sensor Unit Detector I-Al 2-AI 5-A2 6-A2 I-A3 2-A3 5-A4 6-A4 5-B4 6-84 4-82 5-B2 6-B2 I I \ # /3 *6 P.B. \ / Ballast I i"C, 4-Magnetometer Cables Exist. Sprinkler System (See Note .. I3) \ I \ I V I I I • Sensor Unit Channel Detector ilf A I-A2-R #f B 2-A2-R #2 A 3-A2 #2 8 4-A2 #3 A I-1:!4-R *3 8 2-B4-R #4 A 3-B4 a/'4 B 4-84 *5 A I-A4-R c#'5 B 2-A4-R #6 A 3-A4 iF6 B 4-A4 .. ····-···-··· .. ···-········· 1--·--··-· .-.. -*-7-··-.-+---.... -_-__ A ____ -_-+-_-,-=-8_2 __ -R-~-; ..... ·····-· -··-· .... -· ' ,, , I I \ I I I I -... w Visibility He□ds '-v,M.H. ,, ~'::.------ __,_ G afr7 B 2-B2-R A 3-B2 Al+A3 PREFERRED l"C, 4-Magnetometer Cables NO. BOUND \ \ \ \ ' \ Al+A2 A3+A4 A2+A4 82 t. B4 ' ... 2 ,... OR 3 4 PHASE SEQUENCE WITH CALLS ON ALL PHASES Pole CONTROLLER MODULE SCHEDULE Phase • . Al A2 A3 A4 82t B4 , POLE SCHEDULE Signal Type Length M.A. Lum. Signal Mounting M.A. Pole M.A. Ped. A 35'9" 35' 15' B-I Ml~M W-3 10' A-4 W-0 35' 9" 35' 15' 8-1 MliM W-0 P.P.B. Type B B B Type s SP s SP SP P.P. B. Phase A4,B4 A4 B2tB4 /..-._Is, ,l' Ii;-, r.""4~-='-'--t-3c-5:;' 9_'_' t--1_5_' -+-15_'--t-,8,--..,.2-+-M_3..c.(2-')t:-W:-:---3:-t--,::--+--:- 5 I-A 10' A-I W-0 B B2 i4, B A2 ~ • .. ,0. 7'0,11 os,,11 ~ ••• •• . -"' ® A 35' 9" 35' 15' B-I Ml•M W-0 B B2$B4 I" C, 2 -Magnetometer Cables GENERAL NOTES I. 2. 3. 4. s. 6. 7. 8. 9. /0. //. 12. /3. 14. /5. /6. The electrical work and equipment shall conform to this plan, the California Standard Plans, and Standard Specifications, dated Jan. 1971 and the Special Provisions. Applicable California • Standard Plans: ES-l-3,SES-2A-~ ES-2B-5, 'ES'-3A-5,SES-3B-l7,SES-4-7, SES-6-81, S£S-6-CI, SES-/1-8. • Install "/ype 90, eight phase frame with 5 modules to operate as indicated or, phase diagram. Install detector sens{ng units as shown on plan. Install auxiliary equipment per Std. Specifications and Special Provisions. All inductive loops shall be 6'x6' with 10' spacing except were shown an plan. All Signal heads shall be /2." Sias/Jed hoods shall be 27'x 15" where installed unless otherwise noted. Luminaires shall be installed without glare . shields. Lamps shall be 700 Watt color improved. Mercury Vapor. Magnetometer units shall have two inputs and two outputs. Pedestrian heads shall be 'lype B. (See Special Provisions) Condµit shall be 2" unless otherwise noted. The PrQgrammed Visibility Heads shall be programmed by the Contracter as directed by the engineer in the field. Salvage City .Lighting Standard and remove foundation. Install pullbox and close series circuit. Haul salvaged standard ·10 City Maintenance• Yard. . ---. . - Construct curbed islands per "Curbed Island Detail~ Section B-B, sheet 2 of 6 of .these plans. Construct P.C.C. sidewalk per N-8. Std. No. 103-l. Remove and relocate existing sprinkler system. All pull boxes shall be 'll-5 unless otherwise shown on pion. APPROVED d!alkL -Striping removal and painting to be done by others. G·8·1l DIN'. Detectors 2-A/ and 2-A3 shall be single loop detectors connected to separate sensors per INDUCTIVE .i}. CAAWGEJ) ]XIT·A POLE TO Iii'.II·A POLE. f)I..A-<-ASS ''T, PUBLIC WORKS DIRECTOR R.E. NO. /?80,[4 __ LOOP SCHEDULE. l'.'D, ADDED LANE DIM. CAT.V .. LIN y)r_j) DATE-..1....<Z-,._:•c...:l.e,.<l'-"-:.LL---I DATE BY DESCRIPTION DESIGNED DRAWN APP'D. ··u-w.£1.:~. B. Tc>LMIE REVISIONS CHECKED DATE PREPARED UNDER THE SUPERVISION OF 71,/kf 1dif,,,,. B,id,.,.-,, DATE ;z/ z.3/7 / HILBERT WILLIAM DICKSON RC.E. NO. 19417 TRAFFIC ENGINEERING Herman coNsuLTANTs kimmel and Associates 4242 CAMPUS DRIVE,SUJTE E-6 (714) 546•9814 NEWPORT BEACH,CALIFORNIA 92660 LOCATION "C" SUPERIOR AVE. 8i PLACENTIA AVE. CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT T-5O6O-S SHEET 6 OF6 ' I. j ! 0) : ... Q\ t) : ~ ~ Q I 11'1