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HomeMy WebLinkAboutR_5003_SJ ,· ' ·1 NO TE: Shaded oreos show limifs of new povem'f consfruct1on. See lnfersecflon t Island qrode De foil Sheef "4 ror /Ji-nils of resurfoclng over exisfing pov_ernen_f, sidewalk ( povmn 't to be removfI'dond oreo 1n which new povrnn·t is fo be consfrucfed, of the !nfersect,ons of Newport Blvd. wifh 30 t-h, 2c;+h and 23rd. St'reefs. NOTE: Bench Mork -Bolf ln /__,,. flog pole base in -fronf ~- ofCify Hall (4'hiqh) Elev.= //3. 10, dofum of Cify of Newport Beach. 0 I f/0 .. 1.05 //0 10£ ..... /./.0_ Exisf. \ . l . . . \ . .. .. . ,• .. : . . ... .: \" \ NOTE: / In lntersecfJon of 30t-h J I St. City to relocate StreefJ / Lt: Conduit, Vo/toge Boxes, 1 / I Fire Hydranf. wrr. Lines, valves ef f?emove Street Lt: Std. z .•" ·•, .... ..... / : ... ·'· . ... NOTE: See Sheet 8 'f'or Island Details. 3 105 ·-_Profile iJf. Wesf Cur:b____ _·_. -csee Curb Return Detail Sheet) -----"---· -J+1: rExis-/: Storm Dra,"n -• 0 I 2 7!'J_.1 Jct 8o;rJnVerf. /0342 3 ... :' : .... ... : . .. .. •' . .... . . . . 4 . .. . . . . • .. ,• ..... . .. . . . . . . . . . 0-Io o 5 • Top Wesf Curb 6 7 , .. .•· .... . .. . . . . .. ,• 8 E:dge or Bid:/. Remove Existing ( Consfrucf New C(/rb( Guffer. ,••· . ... 9 . . . . , .. , . /0 APPROVED: 2-/~ 19 ,:;;/ a-v~ DIRECTOR OfPl.lC WORKS REG. CIVIL ENGINEER No./oJ.9,';< _c/riSfa!I New 8"/J.c. water L/ne .105 . ... /10 . j " ' ! \ \ i L \, '\ I I I I \ Prepared By RICHARD GALLAGHER -Consulting Eng1neer- Spreckles Bldg. Son Diego, Calif. R.E. 6561 Dote: 1-2/-61 20 _.,.. _.,... IMPROVEIIJ1ENT 23rd. TO OF i\JE\llJPORT BLVD. 31st STREETS PLAN ~ PROFILE -_.,.. Drown By• C. L, Traced By: E.S. Checked By: R.G. Project No: G.T. 21 Date: I -20 -GI Hor. \"l:'40' Scale:Vert I"= Cl' Sheet I Book No: ____ _ Page: Drawing No: Of 12 t~1.-~==--=---------------,--.-=-=-----._,-----_._-__ -_---_-___ -__ -___ -__ -_-_------___ -__ -__ -_-=----_-_-__ -_.=....-__ -_-___ ----_-_-_-_-__ -____ -___ -__ --------~--:._-_-_-_-~---_-_-___ -__ -___ -__ -__ -___ -_--__ -_-_-_-__ -_-__ -___ -----___ -_-_-_-::..-::..-::..-=.--__ -___ -_-___ -____ =========----_-_-_-_-_-~_------__ -___ -_-_-_-_-_-__ -___ -_-_-_-_-.... -.--------___:i_R_-_-Sc_o_o_3_-_sl/ -------------•--_,. ____ ,_ ------------.--~ I \ --------·---- • l l I I I I I l ! i i /0 /05_ __ //0_ 105 10 14 ,e . .. ..... . . /3 . . .. . . .. . •, 12 II 10 ... :· ... II II 9 B /2 • .. •, .. .... 7 •' .. . . ... Gcound Line _on East ;t_ Top New EostCurb_ 13 ---------- -___ tf_Profi/e_ Top New Wesf Cucb 12 /3 ---------------------------- (l: IJ Q; ·14 ---•. ::-.:.:..:__ * --.--•--· ·---~ --·-* -15 --t-0.20 % - Ground Line -.on West If. IG . : . ; ~ N --c:, - ' ti Profile -t-0.137 % --------------=--~ '.":"""".:.-=-= TopoiWesfCurb_ - 17 18 /9 lJ) -;-\ 20 //0 /05 ,s .. . .... . ... . .... 0\ N ... "' . . I °' ~ /09 ~ ~ ~ /08 -~ 21.40 Q: \,j Cl; . . . . ...... -I:) \I) C\i ~ APPROVEO:_~2_-_/'0 ____ 19 .a:/ Uzzd/ d_ ,4 DIRECTOR OF Pt5BLIC WORKS REG. CIVIL ENGi NEER No./""..39,,5 @): PARKING METERS city -f'oremove Meterltead$. Confrocfor to remove mefer posfs t haul to ond sfore of City Yard. Controcfor t"o p1Ck up and houltojob and reinstall in new west .sidewalk of loco-fion 1'ndlcafed by Engineer pr1or To pour/hg of sidewalk. @ : PALM TREES Cift/ to remove Polm Trees .f Cify To replant in G -3'x3'Tree wells to be lef fin new wesf s,cle walks of locations 1nd1i:ofed b',' Engineer. "' --------s -----"·--~, 0\ ' ----·---'' ,-.J 1./., - --------~ ' ~ /09 -\. ' /7' -I--108 -~ - - ----------~ ------102.4:J'----- - E.4STERLYISLAND Cl/RB ---- - ; ----_ -109 /09 108 105 _ _//0 n1 £xisfin9 C.B. --- I '(_"to berelocofed : I ------ '-I 1 :1104.27 _ ; i, 20 ·---- ___ , Prepared By RICHARD GALLAGHER -Consulting Engineer..:. Spreckles Bldg. San Diego;Calif. R.E.6561 Date: J-;;.1-,,;/ THE CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS IMPROVEMENT OF NEWPORT BLVD. 23rd. TO 31st. STREETS PLAN PROFILE Drawn By: -~C~-~L-._ Traced By: E.s. Checked By: R.G. Project No: G.T. ial Boak No:---- Page: Date: 1-20-GI Hor. ___ _ Scale: Vert, ___ _ Drawing No. Sheet 2 Of~ --.. ( '• ./ • B , 40 NeN Z8 TH sr. , 8 44' NEWPORT BLVD.(5bnd) befw. 30fh. St if ZGfh.St. . 8 · Yarie.s 1Y1ctened Newporl' berw. eG,"b Sf. t Z3 rd st-. I ~-, ' TYPICAL ROADWAY SECTIONS ON NEW '%, , l,lz0pen/3r,gded A.C. Nf .3, rn,gx. Grad/n9 tJ -----·-, • --' ----:;....---:__ ---I 2. ~o" 34 No Scale . , ~ ., ----· I I I I , i _,. f Exisf Pa-:_7'---_, TYPE "3• ' . N set.EC T NeW !"ILL SECTION Sto. lS+08. G4 ' '• ', '-,~ . '_}//;1 I --L;_ JI I SECTION Sta. /6,.33.48 £.c. ffi / Fin1Jh _Ap,-c:,,'7 G.rorde To 'jj'~Ahov0 .£.1p OT Gc.rH.z.>-(T'$f07Ca/) l,lz'open 6raa'ed 45ph. Cone .. #" .3 ~ MOK. Gr,;din9 _,.o • 6' • .:>"' Fini.Th Apron Gracie 7o ;_h Above Lip Or Guff~,-(TyFic.a/) zz' ,, 1/z Open Graded Asph. Cc,nc., No.3 Max. orad1n9 Cone. curb (Gutter Conc.Cur6 /Gutter SECTION ffi 3·R·Q cr'k ft) Chc119,,,I cvr6 ( 9ufler w(df/,l'rom Z.'6" I, 2:cc Date BY Chk'd Qev1s1011 APPROVED: 2-/f! 19,:;;/ £2xAudPD-• DIRECTOR OF PBLIC WORKS REG. CIVIL ENGINEER No./c..3.9...> Prepared By RICHARD GALLAGHER -Consulting Engineer - Spreckles Bldg. San Diego,Calif. ~...,_ R.E.6561 Dote: l-.21-6'/ THE CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS IMPROVEMENT Of' NE\VPORT BLVD. 23rd. TO 31 81• STREETS TYPICAL SECTIONS Drawn By: c.. L. Project No: G.T. 2/ Dote: 1-20-61 Sheet Traced By: E.,5. Book No: Scale: Hor. Nn S'ca/.,. 3 Vert. N2 5'<al.o Checked B : R.G. Po e= Drawin No. Of-1£. \ ' --===t=--------♦-----=, ====i,1_ r R=/1 -----_---,~\i- 1\ INTl/2:J£CT/ON AT .JO Tl-I ST. q N£WPOl2T /.3f. VD. 3/IOWING P,20POS£D NEW EL£VATION,5 .SCALtr: I" = 20' /NT£/2.5£CT/ON AT 2312D ST. t; N£WPOl2T BLVD. 31-/0WING P/20P03£D NEW £l£VAT/ONS SCALE:.' I"= 1?0 1 13 ---l~-------,§jrF.------ APPROVED: Z-/sL 19 G/ ~d:,,z:to-<- DIRECTOR OF PUBLIC WORKS Tl2A FF/C /3LAND AT 2~TI-./. ST. fi NEWP0/21 BLVD. SJ/OWING Pl20POS£D NEW £.L£VAT/ONS SCAt.E.: I" ~20 1 I I I I I I 1- \ I ,, • • • Z Expansion JOtnf of ehd or rerurn. ... • Wi,Al<£N£D PlAN£ JOINT £XPAN5/DN JOINT , ..... __ _ CONTACT JOINT - - --,,,.,._., •• _, .• ,,_.,_. ·• •···" •.-J,>c·x,c, .. ,,. •·.• 1--- ~-~---4'-----1 Prepared By RICHARD GALLAGHER -Consulting Engineer - • I CROSS GUTTER 5.E:C7"/0N B-B All concrefe shall be Class A on all confoct joints the tongue shall be NO re: p~ured. first. All Elevatt'ons shown are cf£!:f (.In/es, oft,erwise ma:-Aed. Le6£ND Rest/rl'ace Exist. PavintJ /remove exist conc.p.;vt., Grade / Const: 17el!/ 8.;se J!,St/rl'ace Gr,;de '9nd C'oostrvct new fJ,;se f St/r/';;ce Spreckles Bldg. San Diego,Calif. R.E. 6561 Date: 1-.:tf-t:/ THE CITY OF i\JE\'VPORT BEACH DEPARTMENT OF PUBLIC WORKS IMPROVEMENT OF NEWPORT BLVD. • 23rd. TO 31st. STREETS INTERSECTION ~ ISLAND GRADE DETAILS Drawn By: CL Traced By: ES Checked By: R6 Project No: GT2/ Book No:---- Page: Date: 1-20-6/ Sheet . Hor. As .Shown 4 Scale• vert. None Of Jg_ Drawing No- ' I '-t 17'f-----------------------------------------------------------------------===============-=------===-----=-:.:_ ___________ =__:::____:::_____ ___________________________ =------------------=:_---------:__.::__:_-=.._::.:__:_____:.:.:...:.:..____:::.:___.:.__.::__:_::_===----== ' :.... - I-- [:_:_::..: _:____:_:_ ·' ' ' _ /08 /07 /06 /08 /07 /06 (NEW) --NEWPORT 8LVD. ---_.,_---·---·_. _:-.. - /08 NEWPORT BLVD, /07 /06 --;, 0.423% -- /5.37' 5.W RETURN_--- 30 TH ST ¢ NEWPORT {s,hn:-J) -•--•· 12.18' 24.35 ·~-i--2G ':t Refurn -29 rh ST. NW RETURN ·z9rH5T,("NEWPORT {5.bnd)-- _ 5. W. RETURN z9rH ST.$ NEWPORT (s. bnd) /09 /08-_c NEWPORT BLVD, . +0,413 7, 28~hST. -0.20%·· 56.92 NW RETURN ---28 7 H5T. q NEWPORT(S.bnd) ./09 /08 /07 NEWPORT BLVD-_- • +0.3GS%- /2,44 12.45 28Th ST- 2489'~-i---28.22--+ 5.W £TURN 28THST. ( NEWPORT(S.bnoJ !OB zar_H sr. /07 ,-o,G'f % _ /2.65 /2,G4'_ /2.65' 37.94-~~ • 5.E. RETURN NEWPORT -O.3G5% · 28 7 HST.,;NEWPORT (N.bnd.) _ It <j ~ r-. ;:; 0) '!i~ .. . . <::l .,_ --/09 "0) NEWPORT BLVD. /08 --0,4/3% -0 0 ,,~ 2BTHsr. -0,G,' % __ ._N.ERETURN ZtJTH ST.'/ NEWPORT ( N.bnd.) /08 - ,, --8 Curb .along W 5ide Newporf Blvd --1----o!CO~. 77;?.7<'8~%7c0 07------+=---~-=~---,--c...:...:__:~;;;;.~-----1'.::::::_~To~p:_o~f~C:u1::_r~b~-----l--------~ Drive ~ I --O.332¾ l-'-''--30,0G,-'_--~---1---"'-~ i-~-31. 02'----,,-~~----'------~--138.5I' --"-'-'------~~-'-----J ._,__-+_-31.48-'----' NE. RETURN --,, --. - 8 CURB PROFILE ALONG N SIDE NEWPORT BLVD. 4 _--• - _ N.W CURB RE.TURN@ 30rHST.(NEWPORT //0 --------- N~W c;;q? --- -I - -_r1 _ E.f/Sr. NCi'/PO-t<T 8t. JI/). . . ~ 29rH57:( EXISTING NEWPORTBLVD.(11.bnd) '.;; ' ., "< "' ~:-t 0) ~ qi ~ ~ '<l ~ N r--: N 1--: Cl .._ ~ <::i I.!) ~ ' ' N£WPDRT BLVD. 8,83 8,83 8-83 __ 28-rH ST. IO'f 108 107 Note 01) -• ··-----_-Con'1':-ocfor to remove exisf-/n9 12 "c.M.P.(f'iff/ngs f'rorn _c.o. "4_f-o Eosferl!J End, 1nc/ud1n9exisfin9 -tidal gofe, and hou/ ro lf sfock,pile_ofopproved - locaf-1on 1n Cify Yard. 105 100 .. :· ;~.;os 107 /07 ----~-• _-__ N.W RETURN 23 7 HST. ¢ NEWPORT /OB /07 -0.3G5% /08 /07_ NEWPORTBLVD, -0,3G5% ~//,//~ 26TH ST. -0,4 % /08 2GTH ST. /07 -0:55% /OG • N.E. RETURN 2G r;.157: t NEWPORT(5.hnd) ~-80' 74,f -NEWPORT BLVD. +0,20_% 5.W RETURN 2G THST. ¢ NEWPORT{$i>nd.) CURB RETURN DETAILS" Hor. I"= 20' Scale: Ver. !"=3 ' __ (Unless Ofherwise.:fhown) _ /08 NE RETURN 2BrH5T. 4 • EXISTING NEWPORT BLVD.(N.bnd.J IZ.8,:f, /3.SG 6v 1-f ,ti r =--"' S.E. RETURN - 30 7H. 5T. ( EXISTING NEWPORT BLVD. (N.bnd) ! ' ' I ' i r,dure "- "' "> - '<i <:> '-, -< " C\) "> .., .,. '<) • ~ ~ -->-/0 qi .., <Ii s, ' - _,,~ .... ~•,,..••'d~_..;-- JJOTG: NGW CURB £?TU/ZAIS NOT BUILT p;;,e T/./GS/;- 6 ,e,4m;;s. _, r f ; . ! ' L ' ~ :- ' ~ ~ ,,,_.--~-- /08 /07 IOG 108 /07 /0/2, '!-.... , "' .. r-: ' .._ ~ ' -.. <.: '( " " :--, "-2 ... :!: .. -.. " <. ~ ... '-, -,.; .; '< .:-' ~ ;;, In ... "' ¼" -~ "> 'J. N .... i,, : . <:> "" ~ ' Top of Curb '< '< " ~ ~ " 'o ... ' E'LY. CURB OE ISLAND I> - <:l lg ... 'ti ., "' K -K <:l .._ ~ <:> !!) Top of Curb ' ...; -II( '<., '< " ~ ~ ::: WLY CURB OF !Si.AND /09 ~ /05 ~ 107 1-.., ~ ~ /Q'f ~ /0,:J -\..{ ~ 107 ~- '-1., -~ ~ "'= I,: ::,; ~ ' ~ ~ '<!, IP "l 'I) i..: \,._ 'ti to "l ~ ~ ~ N "' .,_ N ___ /Top oFCLlrb ' ~ ~-[ -__ --' J --.?.507% , ?8,33 , 3/,f'f -.. ll<o,Z9 I.D 'I) ' I.D -"' ... ... <:> "' -.., ~ '1-' . ..,: -" "'' <:, 'ti \) .~ <:> i-·½ !:! <::, 'I) i--"' ... 'l-~< ' <:, ', ~ ~. ... ,, ,; -N ½ .., " o,zo 3/o -e--/wade Z'8[ff ST. ~ "I, ' t !:: ~ -_·40 VC----. ... --. " 0. ~B7% -.. ' ii.a~· G ~-' "' -- l.l. G , <?5,Se'·· ---54.82 , ,_4 - ---t " ., • I <i .. <>: ... Ii( -' t'1 --·"" ' ------!< "'' '<i "' ~ lf. ~ -" ~- -<:> "' <:> "-'I)' "'' " -.. ~ lg N. . -~ /Top ol"Cvr6 __ .... "l-"' ' -~ 1' -.., '-.3o'. t?.41$0 • --IOlJ /07 --/o4,Z8 ,_ ---IG.3/ -PROFILE OF NEW 28 7 HSTREETCURBS .. ,.__ - .. '< a-:-.; <:l ~-~~ ~~~ ..., o:· ' ~ 'J. ... l\j I.D ~ !!) ..., "-:,J ::: • Sea/,:, Hor. I'.;• 40,' • -ve r. I , .3 -- - --· Prepared By RICHARD GALLAGHER -Consulting Engineer - Spreckles Bldg. Son Diego, Calif R, E.6561 THE CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS • IMPROVEMENT OF NEWPORT BLVD. 23rd. TO 31st. STREETS 20 7H 5T l5LAND CURB GRADES GRADE DETAILS Scale-Hor, /", 4o' • Ve/'1 /"• ,3' Drawn By:__,C~-~L~--Project No-G.T, 21 Traced By' E,$, Book NO,---- Checked By: R' G, Page Date: I-20-GI Scale Hor, As 5bowo Vert. As Shown Drawin No, Sheet s ot-1Z___ r Plug ('For possible _µ....+..;.._f"urure use) NOTE: I. All precasf sections shall be cured t"o a mmimum of seven day strength before delivery t"a construction site or will be subject to rejection. 2. When manhole is ln paved street, raise manhole frame to povement grade and extend paving to frame. Top of cover shall be flush with pavement. A A 3. l!lljo/nfs shall beset in PorflandCement Mortar; 1:2 mix. 4.Reinforce o/1 rings and cones with !{,"round steel wound spirolllJ on 4 ,. centers. s. Precost sections shall be used within Dimension "A"' as required SECTI N B-B Cost Iron Frame t cover rob~ lllhombra Foundry NS A-1490 or f!!9UO/ --.__J_ F'irllSh Grode 6. /HI pipe in manhole shall be included as o port of manhole. cementinp/ace wilh I :z mix cement mortar Class B concrefe precast cone and rin,J.S-Wall thickness:s" -1116" .l . 4 Mtn. ;<~ .,,-·_•.'•"' .. , f Closs "B"Cancrete Z't l."8" Level SECTION A-A Slope /nsid~ diam. t,per: ft.) M of pipe ~~\~;:·::_kd''. )/::':~ t ¾P~e Diam. SECTION C·C ~ Property lihe '<:..._, D Clos "t;" lo be constructed 4'Lr. f_ 26 rr1streef@ 5to.0,,.88 t W. of i Existing Newporf. SECTION -A..::A ALLEY RETURN CONCRETE MANHOLE a"Volve Extension Box (Covert"obeTypecolled. f"or 1n 5tondarci' specihcafton cJ"STee/ Cos1"n9 Pipe Rensselaer orlowaA.W.W.A.-200 Gof-e Valve, ( Non r;S,i-,9 stem) or Equalwifh .. <J'"Ring Seal. ---'----...___ Anchor Block /:3:6 Concret-e Neoprene or .Equal Joinf tG" Asbestos Cement Pipe Lead Coulk1"n9Joinf ~ " a E' ~" E'' --~ s ~ , '> s ~ ..., ~ ¥. •• > , ~ ~ % •))· -., 2->- ~ ~ (l /B"x/B'"x/8"Col?crefe NOTES: Anchor Block. I: 3: G Concref-e ,' Fire Hydrant Connection to G "'Main or larger !·6 ·x Size of Main Cost Iron Tee G .. 4sbestos Cement Pipe -Transite or Equal-From Main to Gote Valve 1-G-cosf Iron &ate Volve 1-8" Valve Box and Cover _/-6 .. Asbestos Cement Pi:.e-7ransife or Eqva/-Fro/TJ Gale Valve ro H(ldranf £II l-4" Rensselaer or Io= Ft re-Hydrant with 4 •sreomer Nozzle and two 2 £"ffose Nozzles or equal. l·G'"ff'Jdrant Hub Bottom Connecf1on t Valve /-lcrx1trx18""Concrefe Anchor Block /:3:G Concrete. Hljdranf to hove 2 coots yellow paint . . . . 411 outlets to hove NoftonalSt"andard Threads according to Naflonal Fire Prolechon Assoc.pamphlet NE 194-AII pentagon nuts on outlet cops ondvo/ve shall be I~ pentagon nuts. FIRE HYDRANT D(R·osshown on Plans Variable •~1~,+/---Variable---- CurbL.ine l,l(::;,c::.-Standard Wye or Standard ~Cufin"connecfion. wnereo ~Cut in"connection is usec/, it shall be surrounded with 4 .. ofC/assB Portland Cement Concre'Te. Letter~S'st"omped orch,Seled. in face of curb not less than /.k. "highand~g."deeA · I Surface of .street Lafera ls shall end of rhe property 11;,-,e • unless otherwise shown on plans. E:xtend 2 -_3' above qroundof hine of" bockf"ill Plug • , .,-\ rh c-/ 'Jf;. -•·., r--'",.,\~ ,. IS J.I". of' l:c al -2/E St ..... @ sf a. Ir 80 E. of rt \ ..---+f--+---f-----tt-o~ -.,-cf--,-. ofCx1sf.NewporfBlvd. o rr;=:c-:. =-.-=1::-c-=4:m=;;=-==,==M-l---"'-1-- Q ·, 1 lt"emoYsbJe Top I ( ,Orec,;;sf to a/low !-I H....._,_.,.._ (14,"cle#ra c:-e ! __ ..:::__o'.Jiti----.1--~ ""ff f;_.o,(f 'l 0 0 TOP VIEW I Addi. "4 ear (. T'(p.) reri,Sfee/ ti, Stci~ µ.;,,;// APPROVE D: _ __.:?~-.::.../z::.9' ___ 19 G/ .£2~ d~ DIRECTOR OF PUBLIC WORKS REG. CIVIL ENGINEER No. /C>o79_,;; D'::.'.::::,:.F:.-->•.;':il\!ct- s1DEWALK ELEVATION Side all< groo e/ine.,; SIDEWALK PLAN Exishr'U], wep~ened plane or expansion JOmt. /Ingle variable Moximum45" PAA'Tt4L WALL eLcYAT/0/./ ( showin9 Keinf. .sro11nd p;pe Open1nqs) ( 7f p1c~/ al Z w,:,1/s) NOT£." SECTION -ELEVATION In no case, shall o lateral connecf -to rhe sewer main dli-ectllj on top or fhe pipe. Sewer larerals shall have a minimum slope of 2 % . Plugs_sha/1 beot'thesan>e moferial as theptpe. #4-'>5 {:!qrS,S, /Z e.;a;, wa11 SEWER /Ill Joints '!n sewer lofera/ pipe shall he compression type. L,4T£RALS h JO li'CP NOTE:: Curb Elevation---,~_.. Corporation stop shall not be placed in mi fled section of A.C. Water Mains. Install corporation stop with kelj up, in vertical position. Concrete wafer meter box. ( io be furnlshed oijeitlj ( installed by Soldering Joinfs not permiHed WaterMa/n 27•• Contractor.) Bronze CorporoflOn Stop (fo be open) Copper rube M1r1imum Rod1t.ls= 12 x Tube Diameter Bronze An7/e Service . :2.IQQ_ wdhOcking_dev1ce and meter coupling aHached (tobe closed) Mains _=t:9 __ _j_ When making connect/On to mefalhC wafer moths~ wrap tube with polljviny/ chloride tape TYPICAL 5TREET /NST4LL.4TION FOR /"WATER SERVICE Notes on expons/on ,t weokend plane joi'nfs also appllj to island curbs. Widths shown on plans ore To cvrb line Weakened Plane Jo,/7fs CLASS ,4 CONCR£ £ Cvrb Line -!z"Expons1onJolnt of end of returns . ,__ ______ -20'----+-----20' TYPICAL PLAN • II -'- ., .__ • .:....:..' -""'' • ...:.c.c...!... l__ I--I 1· ---l FULL ISLAND CURS TYPE A VARIES Shown onProftle I ., 1-2 Excepf where e/evofions shown ind1Cate otherwise ru ==-=--== .3o"c,rcuf,,,"r 5'/td"' GATE~~-, ,4SSEMBLY //RMCO 20-/0C o,e G-QUAL- SeCTIC)N A-A. PR EC AST GATE BOX rOI? 5TO!sM O~AIN lb ·S ..... 7 .5,:a/e, 1•~ Z'-6" • f;{Expons1on Joint of End of Ref-urns and of 120 • Infer vols ,.. / q Dee Grooves with i{;,unded E:dges CLASS 4 CONCRETE ,-----------------'---- • Weokened Plane Jo1nf at 1s·1ntervals I •• 2 Rad,Us-- SIDEW,4LK ROADWAY CURB SECTION ISLAND • CURBS 3/a" RadiLJc. /Aspho!tic Joint Sealer ·~· .--·o··.-.~.·:. :, .... -~;//.:::; •. ,., .. _.. ~-~~u WEAKENED PLANE JOINT AT2ci'IN1ERVALS • CURBS Expansion Joint Filler --j i--1·· EXPANSION JOINT AT.:.-.60_' INTERVALS CAST ON EXISTING PAVEMENT TYPE B Ar,::a 1'o be z'minimum smov; CURB PLAN SECTION Showing Cut CUTTING EXISTING SIDEWALi<, CURB(P/JVEMENT I I ' o;, ~ ' -(\J ' Ct1rbllne-,... ~ ~ - lil ~ ' ~ "' I:: ~ ::, ~ 6 , ~~ ' ~ " ' "' PLAN ~ ~ j__.L ' L L, ~ ' Maximum rise !'per Toot • ~ ~ I ~v - " ~ IJ " ;l t:l { ~ - ..... ' 1, \ \ ,,,,,1/ ' ' , ~ ., -~ i ~ ' ~ .. -~ i ~ ' !)! 1-1 z a I- ~ Ill ... Ill . ,. >-.;:·/_:~~ ._ ... : ..... ,~ _r-'f"above GufrerGrade :.•.-:·-~·-:.::.•.:.·.-:.~/; .-•·· ~ ~.:--.4 •• ·._, .Q ~ ;·:.:~. :_· SECTION 2"radius COMMERC/,4L DRIVEWAY. Prepared By RICHARD GALLAGHER ~ Consulting Engineer - Sprec kles Bldg. San Diego.Calif. R.E.6561 THE CITY. OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS • IMPROVEMENT OF NEWPORT BLVD.· 23rd. TO 31st. STREETS MISCELLANEOUS DETAILS Drown By: C L. Traced By: E. s. Checked B : R.G. Project No: G.T.21 Book No: ___ _ Page: Dote: I -20 • 61 Hor . .J':12.Sc«k. Scale :Vert.--"-"_.:."_ Drawing No: Sheet lo otR ! I ( '---- '-------------- Anchor ~~-!-'· I -~ rl---t t 4 "rod,Us -ti I 1-:---+-+-+H'--~-~lt-::=..¾"¢Bors I ~ 4"rad,i..ts • " Lop 15" Anchor D" '-- ~ /' ~ <Suffer L1he b--;1 '--......_ on Ref'urn I 'v I '-'-I , __ z· w· {See Schedvle t"h/S sheer) - ELEV. .4-A ,o Slop_e down.% ' . 2' of tofol Gvffer De pre s1on Slo e br. k lihe + ,1e 2 , J 6,-od" I 5f-L 1 /' Slope downJ total _ :.?-_.,, __ .... Gutter De ress1on 1n • --..::: 'ih~s edge when in P.C.C. povemf. PLAN· GUTTER DEPRESSION CONC 4PRON FOR CURB INLETS DETAIL OF ANCHOR ;J'9roovt1 with rounded e~s al b,:;ck of curb S!PJ!.• and finish surfoc~ -1/.4•rodius • -,-n occoriJanct1 rilthslair:,ti/k --- standards /9 Oors .. . 18 C. IO I [ I ..... 2°6" Round,d pi;x,_ emfs ,. .. u, Bors, 12 c. to c. both ~rs. Elevation shOwn en pion J{i,::,pj" Galvoniz"1 st11el ongJr 6"Mtn . "Onfacf Joint SECTION wn /e. CURB INLET SCHEDULE NE. St-a. Tlfpe c1,J: widfh "f!?v.CJ'i Curb Hf: of throat lnlef lfJrt /n/ef £/eve of /nverf I 4+52.58 5 2 415G.39 S 3 7t2G.77 5 4 7+3/.92 5 5 /4A00.~ 5 OT3Z.5 ±on /. Z'-'"'Sf,(So. 'O • ofri,of&xist. 5P Newpf.BIVI. l/~44on 7 Exist. New; S ' £x/sf. on 4' /07.44 107.42 r;; "t-3-;,.9" /04.GO G",2"0 8" 104. 75 /07.54 6"r3'',9" 104. 75 /07.5/ /OG.99 G",3",fJ' /03-75 107-18 /OG.44 /03.50 I I ' I ._ ', I -' I ____ -:_""::'::M • R.C.r. Laf'erals toC.O. size !Length /5" I-2G" 12 .. I 24 .. 22" ;:·:.1 23" /5"1 32" 15" 5' 6" This edqe when in .4.C Povemenf. Lap 15" ..... r I I . Li I II I I I I I * I : I . -J---+-++L--+1 Anchor Anchor 1/2" ¢ bors,!4"c. toe. I/. "; bars, 4 '4" c. toe. Top 2-~",bars bollom PLAN ,__+--I-Lop 15'!. 'Ground Sur'f'aee ----------I APPROVED: --~z-~-~✓-~:µ ___ 19 °/ ~@-;, • -C- DIRECTOR OF PUBLIC WORKS REG.-CIVIL ENGINEER No./-".J.9,> SECTION lnverf-exish/79 Sewer Main ELEVATION CONCRETE EXISTING lf07C: In paved Sf"reef-rotse TO povem 'I" arode Pavement ENCASEMENT FOR SEWER PIPE ,.-; 2 1/2' ti Bars I LEGEND ON Pl.ANS ~/2"11 Bors placed ,--,,;r--+-+-------::,,-"'i diagonally { Povem T 6rode rr:-r--1 +J:ttl::=#:::1-;f':ln, Nc---t-+-r-i-+t-X 6" I C.0.*t,2(-3-t-X •3'-0'' c.0.11 4 +x=.:J'-6" P;;TAlb OF ANCHOR 1/2"; bors, 14"c. foe. 5/B~Bors, 4 3/4"cto c. Top ;f•r;roove with ro1111dad 11dg11s ol bock of curb 1--=-"---7!' Curb Lint/ . • ~ .• :" .• ~.' •. 'fF-'-'-'--'-'-"- 2-3/e",> E/evalion shoan on plan SN!i!l om/ lini#h aurb;;q__ _ :Jjit !lj'ir -j" go/,crni.ted ln ll#&or~cq 17ilh ~t/21;ro/lt~ -r-,;;,-;R~~~v-7 s~I ongl~ ~ 11/ant:.""l'd.a 'll'lt Se~ Ct.,ll''b ~~ "'-• ' .rnl.sr..xl,ed. l/2';lbors B"c.. loc. SECTION Lop 15" ' ; ~ur I \ \ ~~, ~xisling pa~ment or e,/qvr,lion shtr.m on vion ~ "'N7"7 --nrr-~ ,,..,..----.---,-. R~l/2" Diagonal 1/Z"(J bars Clt1anout frar.;q and cover To be 1/lf?orn,hro Foundry ,11.2,4/490 orEqva/. b~nd 12" J/8"; bars, 6 1/2 "c foe. bofJ, .wors /Joie: All rcinfarcina sl:~li /;:, d<!lcrmod /;::;rs. All Ct;.7Crl't, shall b~ r.."'lass A ,.,,t:c;":/ /odd~ r.un;;-.s ,or o// /llkTs t:nlt?.r 4 ~e~ //7 hc:?<9".hr. ; . ' ·-' .. • .[· PLAN Casf Iron f'rc,me(cover to be 4/homhro Foundrij N 12/490 or£quo/. Procost reinforced con ete mon/Jok, rin3. 5'.! 3/8" fl Bors. Bu c. lo c. both u-oys Lcp 15" ~Climanl in place &r1lh £._f,fFJk? 1:2 mix cemcnl mortar .i ----V.Jrial:J.1:J ,IJinimum 3" Ring Bond do~n --t ~ • }~~;:·~.-. jl j f Diagonal bors--t,~l .. ·;f:j~:::-:J· ~-F·:!.-~';_;_,~c-;-.;.;JJ~ 6" 1'._t --1-~--!"-x·--.,-... ----< ------sat ring in a thicll bed of l."2 mix comonl morlor. 6" -9-0 ~~,p-,.. 0:. r ~ - "' ,I' "A " of 3/8 >'Bars, B c.toc. -: _r> 3/e'' P Bars1 o" c. lb r. both wi:,y!J ·.-·v /Joto: All roinlorcina shall t:, daformad bars. All concrota shol{ ba Clqss J. Add /oo'a'o.r ~GQJ far a// //?hl'.s c,v;;,.,.. ~ TQQT" /H ;¢,p/Qh,. 8 'fE.Cor.26,.,, txistNewpf. ' (conne,ct t'o New -qO"Line) both i'II0,1S •• A --------------- CURB INLET I ! I I I : i ; I TYPES ~ 1/,,::, ~;. ~,:,;--:,,,, Mmr:imum . Note: Theend of connecting pipe shell not pl'Oject into the wotorr.;ay of tha larger pipo. NOT£: /Ill R.C.P. Laierols tocleonoufrobe Closs 1350 .D. ...1__r%D •~ •.er:. a·.,·· -;;::'l'.-":-'!_--A::•'11•-q_:'P.·' •.P·-·· ~_./}:►:"-)'. • ··-·-• Rounded pipe e:,ds .. . .. . . ,; .,, -.. CONCRETE LUG ' ! I I ! ' ' I ' A I . ' i ' I i ' I i ' I I I ' i i CURB INLET TYPE SP ' i I I ' I i i .l_ I I \9 ' t-t--,-,-ct--------- I I I I . . ' I I 3 I I I +--------~:- I j \, ' -A i I I I J Ii II T • ~-~-::::C--Stc;,!J c!;:Jva drain. Numb~r defermined by height or Box t Pipe size. . o_-~s. ;I.• _•.u~ r . o, • V •. <> • ., ., !J/8"11Bars, e•c.toc. __ / SECTION baHr ways~~ Note: All r11inlorcin9 shall be doformcd bars. All concroto shall ba Class A . ,, ---·- STORM DR4IN CL£.4NOUT TYPE P Prepared By RICHARD GALLAGHER -Consulting Engineer - Spreckles Bldg. San Diego,Galif. ,L R.E. 6561 Date: /-.).1-6/ N9. 5ta. Inferior Size Flaw L,nel A1/j. e Size Elev. I I OUT "H .. I 4f 70 3'x3' /04.50 I 1a· /. 70' 2 71-20.77 3'x3' /03.90 /8" I 24" 2.35 ' 3 /Of-58 .3'X3' /03.12 24"1 .?4" 3. 73' 4 /3f-75 I I I' /02.3/ 24" 30" 3.39' 3-i,i x.3-5 (t2"C.M.P.) NOT£: lit Outlef end or 30" RC P. Confrocfor shall rurnt"sh ( 1nsfal/ !-30"Monuall',' Operofed Flood Gofe (see Special Provisions) THE CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS IMPROVEMENT _ OF NE'.l'JPORT BLVD. 23rd. TO 31 st• STREETS STORM DRAIN DETAILS Drawn By:_=C~-L~-_ Traced By:._=E~-5=-- Checked By: R.G. Project No. G.T. 21 Book Na.----- Page• Date: 1-20-,;;1 Hor. No Scale Scale Vert. No. Scale Drawing No. Sheet 7 Of...l.2.... R-5003-Sj~ ----------__J I\.' ( .,,; POLE SCHEDULE LOCATION STANDARD @ @ @ @ TYPE Marbe!ife 3W3C .SJorEqual Marbeh'fe 2W3C IW.3C .SJorE'lvo/ on/SM.A . lijpel-/1 2W3C TLIP,etl-.4 M6iiifiedto8'8" 2W3C hf:~'"Jn/1Suof10~0 f: Place on T¼ P-Cone.Pedestal . 2W3C Use Exisftng 'IW3C on/S'M.A. l7'obove Pvmnt. SIGNALS L/6HTING MNT(;;. /LLUM. BACKPLATES PED.PB. TYPE MNT6. B-4 8-2 ,4-3 ,4-3 B-2 ONE WAY HT. single face Arrow f/1: ttJ No.(Foctn'j, WDnd.on 'Cf" Dou6/e,lz (l/lrowto So.) 2 3 I 2 3 l-7Zjpe// Arro'w:Rt: Phasei.9~ /-7ljpe/l llrrow:Bofh Dir. Phase"'/3 l-7Llf)"..4 llrrdW: i.t: Phase.B l-12 'M.A. 30~ 10" 0 ® Type 1-l'l ZW3C 4·3 Dbl.Face ("A'rn:iwt-o M>rfh) I ® 3-Ped. PB. sfs "'l.lYP!" ;q-aufron( S19n (PhaS'/3) Arrows_· G-1 Righf G-2 Lerf G-3 R1ghf Pressure -Sensir,Ve Veh1C/e Detector. Non- DirecfiOna/4 6' f....: \t) "' {iJ '-Ir) ---r_J I _J -- - 0 - No parking - - ----I, t. rconnect1of: _., ·f Wft.-" /4.~. for. n e ,.,. to existing /" conuUI /~ • tinq s1dewo " Rvn North in ex1s 2nd. t Ne,vport. From I cvrb P II Box s.E.. cor-3 due tors over ro ct s~id pull Box, pui ';j':,._ 4 1nstall /nte;;,0J{;;,necf1ons . fe confro!!er O(' N-·dconfro!lertm505':t W/1 /nfermed1a · enf1nsa, dutf•4 ,.,. ~'j:,~'f,,%; rotol /enqfh fi,oinducfoJ-s ,G25 - Pull Box. 70fal /enq . . -LEGEND OF WORK TO BE DON£- - rExrSft(/qLtSli.. l "o/Ballosf m Bas . ' ------_ _____!_n~;St H.V. Box ----rtconfracfor To re/ocofe (Ja/laSf to H V. Box ( mak, connect/On. -- Pedesfrion Push Bufton -LEGEND OF EXISTING F,LJC/LITIES· ~ • 20,000 lumen. Mere. Vapor Luminoire ~ Traffic Signal Head -IC==-Traffic Srgnol Head wifh back plafe -·--New5freefLiqhf Conduit (ByCify) -New Traffic Signal Conduif = D (D Vehicle Pressure Defecfor Pull Box . 5iqnol Confroller Service Poinf Curb Flasher c• H.V. High Volfoge Bo:v. a, t] WM Wofer Mefer ,$, Fire Hijdronf <"r Power Pole • ,, ... .,,_, Cofch Bosln . >;;-:,en ____ Exisf1n9 5eVl/dr ----· Exisf,ng Electric Corduif ______ _,_Fxisftng Wafer Line • .:,: L . ________ £xis, ,.'79 60s 1ne ____ Ex 1s fing Storm Drain NOT£: See Sheef 2 for location of exisf1ng curb /Ines ~ • p. ' ' • ~ ' ~ (I: ·, ' ~ • (I: " ~ \j CONDUCTOR SCHEDULE (056' "14 exce,ot os otherw).se lloied) & t--,----------f---l--+--+--J..--a!tP:!!,Vl:!.JfB~ox'ToConfroll~r) ols 3 3 3 3 3 3 ~ 3 3 3 3 /10 Volf-Neufro/ l"l2 1"'12 1"12 J#/2 I "I2 1"12 12 Volf-NeufrolPB.(. J"12 1 412 ;-tt12 ;-tt-;. . 1"12 1"12 ¢.B. Push Buffon I I I I I I fllulllinofed-One Wa I I I I I I Sores 2 2 2 2 2 2 -:B • Defee for l"IZ lnferconnecfror.3,~IQ~~-h---1--__jl--+---+--=-+-4=--+-~4"--I /nferconnecfror28~h 4 Flasher cCuro I I I I 2''/2 3"12 3t1;2 3"12 1/#/2 4"12 TOTAL 10"14 IO"ld 11"14 Isu-;4-IS"J4 l9"14 APPROVED: 2-/sL ~d : , ,, " .. DIRECTOR OF POBLIC WORKS REG. CIVIL ENGINEER No./6 ..7YJ PH.4SE DIAGRAMS 1 PHAS£ B 6 ~ ~ NOTES: I. Cily to relocate ex1st/ng H.V. Box, Fireliydrantt Wafer Meter 2. Trart'1c ~igna/ /nt-erconnecfion Conduif befween30'""¢' ZtJtiJSf.. S19nals malJbe p(aced 1mmed1afllJ tn pack of NevvCurb(Gufferar soon as farms are pulled. 3-ClflJ f-o re177ove existing St-reer l1ghf St-ondard( Luminaire on N. w Cor. Cont-roe for f-o reinsfa/ I fhe St-<;ndard ( Luminoire_ on fhe N.W Carner or za,hSf. ¢' Existing Newporf Blvd 4//1/ Conduif fobe !Ji unless afherwise 1nd1cared on drovving. 5. See Sheet:s 10 and II ror"Trorr,c Signal { Sorefy L19hf1ng .Derails''. G.5ee Spec_1a/ Prov1s10:1s for addifiona/ Traffic signa/(sarefy Lighfing requirements. Z.5treef-L19.hf_(Trarr1c Stgno/ Sfandards shall be locafed 2 <o"min. rrom race or curb fo cenferof Stondard. 8. bTrafric Signing {; Marking fo be done by City except that II/Lim. 'ONE WAY"s1gns shall be rurnished ¢' insfalled LJ Confrocfor.-. I i : I I ' ,_. Prepared By RICHARD GALLAGHER -Consulting Engineer - Spreckles Bldg. San Diego,Colif. Date: 1-.:/./-tl THE CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS IMPROVEMENT OF NEWPORT BLVD. 23rd. TO 31st STREETS TRAFFIC 5lGNAL5 AT· 3QTHST. Drawn By: (:;.L. Project No: G.T.21 Date:. 1·20·Gl Sheet 3-R-61 2·216/ elk Date BY KO J[) Chka 4dded pull Dox t1I Locqt,on ".4" Chonqed COhd11ctor.r Ii-om ;t14. fo #/,? Rev,s,on Traced By: Checked By: . Hor. I " , 20. 8 E.5. Book No: Scale.Vert. I"• 20' R.G. Page: Drawing No- Qf1£_ R-5003-S I'-. I llJ ---------- POLE SCHEDULE l.OCATION STANDARD SIGNALS TYPE MNTG. ILLl./M. BACKPL.4T£5 PED.RB. ONE WAY @ Tifpe l-A 2W3C A-3 Double face (llrrowstoN~ ® Tifpel-11 2W3C ,4-3 Ooub/eroce I-Type A .4rrow:Lt'. {ArrowtoNo.) Phase•B" © Jnsfa/1 Cif':I. 2W3C B-Z I 1-lijpell Furnishea' Arrow:Rf. Phose"B" @ 2W3C 8-Z 2 T<:fpeII IW3C /-li,tpeli onl2'M.A. /Jrrow: Lt: Phose"'B .. @ Mounton /-TypeA ,qrrowRr Power Pole Phase"B .. ® Pressure-sensitive Vehicle DeTector. Non-.Directionol_. 8' LIGHTING TYPE MNTG- HT. Install Cifl/ Furnished ---+----N27'57'.30"W .' For: LEGEND OF WORK TO BE DONE ( LEGEND OF EXISTING F.4C/LITIES (See5heetforS1qnols@.:JOTH57: CONDUCTOR SCHEDULE ( use "14s Excepros ofherwise nofed) £ ~ £ :4· Si nols 3 3 3 ''B" Si nols 3 3 I /0 Volt Neutral ; ,,_12 1'°'12 1*12 12 Vo/-f Neufrol 1'°'12 /#/,i? /#"/f? ¢. 8. Push f3uffon I I I .fl luminated-One Wo. I I I S ares 2 2 2 "f3" Detecfor 1#'/2 1"'12 Interconnect 4 Lumina1re 2"10 /0:fr/4 /4#"/,J.. /0#/4 TOTAL :J#/2 3#'/2 2 1112 ,Z"iF/O confroller: Reloccfe Power Pole o_n "This corner t-o 8 'min. cleorof"new signal st':ndord 'I< c:: !, =-1 NEWPORT ,; G -C\_::__-104f.Ar/-,IJ'":t----ii------ ~ rv t.::. cl =::; u ol" 0 PHASE DIAGRAMS r PHASE A APPROVED: z--.,,µ 19 6/ ~~= DIRECTOR OF PUBLIC WORKS REG. CIVIL ENGINEER No. /475!'..> PHASE l3 NOTES: I. All conduit tobe /~"unless otherwise /nd1catedondrow1n9s. 2. see Sheets_ !0ondll_ ror TrafTti:: signal~ Safet!f Li9hfin9 Oeta1/s . .3. S(!e Special Provisions tor odd1f1ona/ Traffic Signal and Sarery L19hflh9 requiremenfs. 4. At the servic_e point, aseporofe fuse shall be provided ror rhe Lum1no1re 1n the N. W. Corner. 5-St-reef Light and Traffic Signal Standards shall be located z~ o" m1n.f'rom face of curb rocenrer or Srandord 6. Traff/c S1gn1ng ( Marking robe done by City excepr fhof JI/um. "ON£ W.4Y" signs shall be furnished¢' 1ns-fol!ed blJ Confracror. . ',--- Prepared By RICHARD GALLAGHER -Consulting Engineer - Spreckles Bldg. San Diego,Calif. ~"""'~ R.E.6561 Date: /-,;,f-6! THE CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS .--1 ' IMPROVEMENT OF NEWPORT BLVD. 23rd. TO 31st STREETS TRAFFIC SIGNALS AT 28TH ST. 1--3-2-l+-~l,,,c-+-~,,.,,-=--1-_ -,_-,-------------, Drawn By' C. L. -·6 c K 1<.u 4daed ,ouff bo, oz' Locol'7M • O" Project No: G.T. 21 2-27-6! cfk JO tl,origeo' ca,,o'ucfans from"'l4'1c ""12 Traced By: E.S. 1-c---+-=~+=-C77i---~---------1 Date BY Chk'd. /2ev1s1on Checked By: R.G. Book Na' ___ _ Poge• Dates I -20 -<o I H 1"=20' Sc I . or .. ~~=-,-- a e,Vert. I"= 20' Drawin Na. Sheet 9 Oil£... R-5003-5,, • ~ p!an fut lyl)3 of Gtl)MI ~ 1110U11t1119 ~ See pion for type // of Signal h20d mounting 4 \J~ Stp Fil~ C 4" Slip Fil~_:-::..., ' ! lnt;,rseclion Red LouV2red Yello-:1 l.DU=ed Green Arrcr:1 -. --J~ed L.mmred b Yello-:, LouVeTed • ;;, Green Arro"' lh!,,".::_~Lj =ID ' 2 Xz' std pip;? 4' -7" total l~ll\ • • ~.... .J ... _' 't'" • ~.-• --• , ·i, • __1_. , -;= SIECTtOJ\I APPROVED: ?-/~ • 19 6 / u-H a .,,;z , -~ DIRECTOR OF ~UBLIC WORKS REG. CIVIL ENGINEER No./,::,_,~ NOTE: The onchor bolts and nuts shall be qolvon1zed. • See 5P2cifil:i.ilUUIS for ~i1imlal dG:n:Js 4\ 9' C I. Galv. E ·o • I 0 Note, Di!toils not ctto-::n ore soml! as in type !-A standard D <r _..--See Sp_.'>Cificaharo far ----'--L.,-"='=IL_;_-_-_:-_-~-rt odditionol d:itoilJ f--1' 6'~ PEDESTRIAN PUSH BUTTON POST PAVEMENT TYPICAL SIGNAL MOUNTING TVPE II ,m or X SYANOARO Pedes1rian Push Bullon "'~ spacifi2d ~(Q): .. :ipa Flang2 f 8 0. ~ 4" std. pip:! - 311 x 5 11 handh la 8 cover SIGNAL STANDARDS ' I I I I ' l ______ , TYPE I-D STANDARD • Shafi and Foundat,on Detmls s,mtlar to Type 1-r.· TYPE I -E STANDARD Shafi and Foundal,on Details s,m,lor 10 Type I B TYPE I-F STAN~D Shaft and Foundot1on Details s,milor to Type 1-C AND TYPICAL EQUIPMENT MOUNTINGS 7, " "'1 r-1/8 I Plate !:hall ll:! 20 IJO~ OIWililll!m t::ilh "A • 1,peculor Lwti 1)7coo::;ced 9inioh on ih::! ~ i.id(! and tt::1> ooalo of flat bloclt en=I on tllo lve:nt !!ilb. • • MMWW LENS PU'ii"E .. ffiO.\IT Vl:Et"J DlRECTIONAL LOUVIER SIGNAL HEAD ACCESSORIES Nola: UM/CT and l~s plotesshall ~ C.."tl.!rod in peti:co ciw'! ane plated bro.,--;i r..!!cllfll:J cu= ~ "1.11 and oriented as directed by the Engineer. " Edg~ FUN Contact unit.___-.:__-,r .'f' -C • •"Ul;e~ - . . .: . . ~ma Poper ~ro:t 2cu.ft d ct=,,..-.---1 cnrJ\od ram -: Drill signal head and attach back-plate using (6) 't4 -20 plated brass mochins screws with nut and lock-washer. ; AnoS!Zed 3S half-hard .058 • thicll 01 h..--avi:?r A!umiman Sh::lo ---- 8''( ! ¥2") 011 pwt mounhng 5"( ~ I'.;' ) on mast arm Mounting brachels RiEAR VIE\"J BACK PLATIE Note No background light to sho-.~ between plate and head D © B-1 S-2 c:fr&8;J <D a A-I A-3 A-5" ~WAIT-WALK" Trf;~n '\.c,=s;,,o ""'©'-~ To sidewalk To sidewalk 1 To cid:?:Jallt f '-:. ~'V-1 \,"J-2 _I__ ----~ Use w.:.3, W-4, W-5, a~ mount,ngs w,th vehicular signals red \. louvered unless . J green] otherwise specified -, 7' MOUNTINGS ON TYPE I-A, 1-8 or 1-C STANDARDS f Red Louvered lYellow Green arrow ~=1d}~ITT Gr arrow ojD-"""it A-G 0 A-7 Red \ ]Yellow J Louvered l Green orro"' MOUNTINGS ON TYPE I-D, I-E or 1-F STANDARDS ~ ==r, ,~ 7 7' To sic!:!,.,,'tllft To sidewalk B-5° V'✓-3· I W-4 I W-5 • ~J:OUNTINGS 01\l TYPE 1I, IiI or X STANDARDS l\!Dto Q) ~.':l>l!llting m~~ rorm:ltlll =~rtrnonta. osp2ciol mountings to be used only when indjcoted ~n plans ~" P~[~~Ll~~ D[TECTO~ TYPICM-~ POST VEHICULAR AND PEDESTRIAN SfGNAL MOUNTINGS (o TO CRCss'' STREET PUSH S. r DUTTON.• ign I]_, \\A.IT FOR require,j GREEN -SIGhAL '" 2) oyo f>orci,!oen • .. Eno~~cd si\!11 S"n7% b!nci1 ~cm 011 t:iiito bac!tgrcrurul H'.~r;ii!~~r~--Arro.J to bo ounoo loft or rinf'lt t7AIT P~ "11 l'IALK or both as 0 DIOt.lt.L c required-.___,,. ~ oroc~s, iJTREET CURB WARNING 13E.-.CON TRAFFIC ISLAND DETAIL SHOWING CURB WARNING BEACON INSTALLATION Red S.Green Indicator Lights 0 1/ Bad\ ci1 c~t:ng !ohop.?d to 0 Typi B fit CUM!i\lro of post T pe A P-2 Type C Type D (some as Type C e,u:epl for WALK s,qnoll For mounting on pedestrian push bufton post, costing shol I be formed to cop top of post. GLAfiS MIRAO;l REFL[CTOFI, IN AL\JMl~UH MOUNTING GALV. 5EHI-ST~EL HOUSING ~IQ~ \".!O.Ll{~~I• SIGI\W. re~ 2 O~ 3 LIIDlT ~ PIEDESTPllAN PUSN ISJUTTON . S%D1A.~M8ER LENS ZO'!l"Marl:::lifrJ $J" t/cr5/0 or er;zual. . un eJJ t rod \ louvered unless IJT~ otherwise specified 7' To !lilb:.;allt I TI rar f~: Oi ~ ·' DETAIL CRO~S SECTION OF CURB WARNING BEACON CURB WARNING BEACON 4• ¾dia.~30"anchor bolts and nuts cctuolly s aced on Gi{ radiua. F,!~~x~ e·1. o. Traffic Siqnal Standard conduit , .. 101j R. i----:s·-s·---- 'CONCRETE PEDE5TAL FOR SIGNAL STANDARD TYPE P-1 Prepared By RICHARD GALLAGHER • -Consulting Engineer - Spreckles Bldg. Son Diego,Colif- R,E.G 561 Date: /-.Z/-,:J THE CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS IMPROVEMENT OF NE'J'JPORT BLVD. 23vd. TO 31 st STREETS TRAFFIC SIGNALS ~ SAFETY LIGHTING DETAILS Drown By: C. L. Traced By' E.5. Checked B : R.G. Project No: G.T. 21 BookNo=---- Po e, Dote• 1-20-G1 . Hor .. ··No Scale Scole•verf;·No Scale Drawin No. Sheet IQ Of.12.. " I f.l, i\.' t ~ ,,,~-- (' ) \ / CD I m• I •''e I 1' I I I I I u "l 1 •-..l.j----,1 IC> -I <D .Q. I I r I I 0 I I ~ ( v=i I ~ I I I I I I I r 0. • I ~ I I .--4 7 -I L - FLASHER r T r 4> I '-;o~i £ I I M .ii 0 -I I -L'!..-:..--I I ll.C-A 2 B LJ _j Control 3 S:g .l.i;Jlts 4 0-LOCATION O~ TERMINAL l:'lLOC~S AND CONT~OL PANEL Mains~ @ Plug Fuo ~acla Contrclrar -Adi -S:grnil ~!ch Fdd l."Jiro TCcTm:nol Blottls tnstrwronl TGTmtMI Block NEMA S1ondord Grounding Ou1Ie1 Radio Intcrlerence Suppressor LJ Eack of Cabinet 15 Amp 8" • I mm. c oaronco b:!t= ocnduil fitlin9s and o1 ccblrot. front AC- AC-t- -io In! Suppressor . tr, Aux. Door PoMI ,--- I1\,':ain s~ Flash / - L_ ---- Signal I ~-~ Cab!<!d-Door lo Cabinet- Control Ponal 0 r~:n~I ® F~ I ~ I @ 0 (<j) I Flash 0 0 :_s-1 © - --0 - GPT SR JoneG Plug Pin 33 A c- ( See Spociol Proviclona) 0SR .. ~, °' _p ·'o 'I Po rent ✓/ r-"o AC-$6 Greon ---- • MT 0--~ ---_ __, AC+ <~::>---~1 G AC· i l Porenl AC -0 Yellm, Before AUXILL1ARY GPT TIMER --- ' y : r,Q Cg Stop Timir,g AC-t ro Diapotchc, INSTALL FIEHOVA.15Lt. AHG~ OH FAC! SIDE: W!LO OUT51Dll 51:.t.MS ANO JOll(T.S COLO CA.TI-IOOE TUN A 081 •• A\..UHINUM ALLOY SH'f.ET ELEVATION VIEW FU5! SOCKtT REMOVAeiLE SIGH Fi\6!-l'RAN.SLUCU{T WMrf! ACRYLIC PLAU\C }g"TH1CK Wll'M BtACK LETTERING ANO ARROW ON WMll[ 8ACKGJ:l.OUNO. ! "wiont LETTERS PA.Lt-I.TEO 01'1 OUTSIDE FACE. ti BOTTOM VIEW OF SIGN r FOR OOUBL~ F.O.Ct.D 511;.NG LEAVE 84CK OF 1 Silo-NS OPEN ANO MO~ ... N(i\.t:STO l'"OA., z f.-li,~-1 // SLOT F'OR FACE OF 51(.N SAME AS fl'l:Ot-CT SIDE • ~ 0 81 A\..UHINUM ANGLES I" FLANGE, / SECTION A-A , / / SIG,M FACE SIGN FRAME THUMB SCREW VIEW AT RIGHT HANO SIDE SHOWING REMOVABLE ANGLE l.EFT HAND SIGN ( OIHtNSIOH LET"Tt.RS !!.AM& A$ OPPOSl'Tt. M,t,NO) PAINT AU METAL PARTS WITM I COAT OF META\.. PRIH~R PAINT EXTERIOR SURFACES WLTH Z COATS Of' FLAT BLACk. ENAMEL APPROVED: c// 01~5if 6f1-aBLIC WORKS REG. CIVIL ENGINEER No./0.7_9,s-_ TO ~m' i:=u;;J DanIC PAINT INTERIOR SURFACES WITH 2 COATS OF FLAT EGGSME\..L WHITE. ENAMEL. < S:gnol stondllrd J,;✓'_ Curvad to / ' fit standard ~~!(!; NOTE: On UJlllO' bra~! ~lrot;II 2 pole te~nal block 1aron field terminal block is not used WHt.N MOUNTED PERPENDICULAR iO CURB,OFFSET SIGN TO PROVIDE 8" CLEARANCE F"ROr-1 CURB LIN!!. L-____,ONE 'If-JAY SECTION A-A omit cab!o guida and center ho!a in standard FOUNDATION DErAILS FOR TRAfFlC ~UATED COi\Jl"OOl Bock of Cabinet 4 ~• Sltp F,tt~ CABINET \tJIRING I ER CABINETS 4~' Slip-Fitter 4"n 9" C. I. Golv. p:pa flonga F. e. o. 5" lDmtn •• /4" Std. pipe Note: Details not shown similar lo Type A Pedestal Precast Reinforrod Concrete ·. + I = (\j GALVANIZED 8USHu-~ I Je" DIAMETER 1-fOLE IN STANOARO -----:;i 0 0 I ! •--'---'--L3/4·' CONDUIT NIPPLE 0 m ' -m '..::.a J_'-=r-~--+---' 0 I : I --H 15/i~ I " Cobia g1.1id2 1 ,/~0 N.F. J'. j'Cadm:un-plotrx.1 st braGs SIECTIO~.J 8-9 S:gnol stcru!ard NOTE: All hol:is sulldrilk:cl and up--._:it prior to ta!)l,:l"'\J BRACKET FOR SIGNAL ~v~OUI\ITINGS TYPE C C: E Cl()Qn cru:hed 3/a': DIAMETER BOLTS / CADMIUM P\..ATf£.../ D ::, • ::c g. E 0 --C: j_ ,:;;; _g, = r 1 C: --i.: i C: =o ~ Lu b -o -I 1D j I i =- CONTROL I I.ER CABINET PEDESTALS Note: If tolol)hom line intei'conn.."Clion is specified ccntrol~ cab:~ts shall !lava 5 - lnchco cf isttcol cbor space msid2 b=lolh all atror eqll.'pm:mt. a :I, s .. • ---s~ -Jt!!f Cl ~ j'! a) J1 c::B ii .S <> u, E "o -<> ll '§> -.,. ~-8 o·5 i ~'2-·--11~ a .\!! ,. Ji ti i :::t ~ ,, .Q !i! I:: ,, m-£-C CO =~ ~--~ -J::. ,1 ~ti ::, -. 1' -<,e O' ,1 '"' il 0: u~£ ·"= il ► _&.Qi 1' :JV) C: 11 a(/) ,' u ·- '1 ~ .,_ I tJ a«E al E 0 ;s :; ,, :, -< "'jl -~ MolGT ,, 5 Socl\st Si.:~ -a "' .E "' ..., E .~ ~ j 8 ~ 0 4! -~ u ,: 1 :E w --~ J :t:: ~ J] 8~ _t: -6 .g -a I ~ ::, ~ 8~ C: ~~ • 0 ., ~' u ~-~:E ~~ =-'~ ~ 0 I 8 0 ,,... ~ I <> a~.,. -a,. }/ jij 0: ,i:.? i~:i) -"'-61 :::t--I:!·-,:;;; a~~E' ' 1I -~ I::;E ~ 3'i ·_ ~ • 0 ::c ·~ 0 -0 '§> j"§ ca:: "' ~ C: m----5 01 ·3_.~ u-.&> ~ l?8 u (/) 81 ~· ~r i5, Cl. I ]!, C, C i ,. ""' ,,.u,.J Ground Ground Rod 1, 111 l,,_ivlJI TIELEPKO;'s.!E: ~Rt:ES OR LIGMTl"-=G OVERHEAD TYPE G INTERCOO!NECT TYPE H Rod ~.1ULTl?,LE SVSTIE~.1S TYPE A FLAS};G\:G IB:'.Ell.COM • TVn:'. B MULTIPUE SYSTE~.'lS TYPic: C OVE~HEAO FLASHING EE:ltCON TYPED ELECTRICAL SERVICIE DETAILS _MULTIPUE SYSTEMS TYPE E MULTIPLE • SYSTEL'.1S TYPE F 0 1D "----r,_,o_ck _L .,___ _______ _j .. T6hole through dip fitter----__ i CtlA.8 LINE --3/i~x rsn:EL :!!ITAAP ~FIT ST~NOARO BRACKET , .. }a 1::)_JAME.TER DRILL FILLET WELD BOTH SIDES Dnll _ and top for I I!!" Std p:po ·- - ! ~ ::,, Cab!2 gu:aa - ,Two roi:JS of 3 set scrE\"JS l:'Jith 4 ~"Sllp fitter DIETAIL V COMPARTMENTS , l/Lock ring.Seal with £_ No 2 Pamolex Lock nut u._~ta ~oke proof'lock l'.:OS~ • ~_l~~ /~, .. ' . ------·¾; Bross Pim ONE WAY STREET SIGN MOUNTINGS .. H.o!e in housing I~ Nipple-for pin After signal hos been plumbed and secured dri 11 ~6· hole through mm;t arm ,n line with hole through slip fitter Place ¾;'galvanized boll i,nlh washer under heod through holes and secure .-,11h ,~ nuts and a emsher ~ ~ x y~· Serrot,ons All signal h2ods to be o1tached \"11th lock ring etc. as 1nd1COled for mast arm mou_nlinq at I ell • Ring to be of brass, of suff1c1ent contact area to covar flange on signal housing. LOCK RING 111,;::::· :;;:::-:::;:;1 Offset Shp Fitter When Backplate ,s used . 0----------. ,le::::::'.~ Cadmium plated/ SLIP FITTER -~~-Allen sci screw Note: Serrations ,n fittfngs shall FOR POST TOP l'./',OUj\JTli'l:G SPECIAL S0° ELBOW One for each face,except th= with sp2eiol slip fitter mtg. SUP FITTER FOR l';.1AST Af<i'.1 l';.';OU.IITING match those in lock ring SIGNAL HEAD ATTACHMENT DETAILS • • , •-• • .. • • ' ·! • . . . • • -• - - - - STREET • .• • , • • • ' ' -N "I~· Conduit lo Controller or Relay C<Il>incl 110ct Location to Suit E Te I. Co_ or Po\:./Gr CQ MANHOLE UNDERGROUND ., . . : ; . -· '-·' ' ' • I i SERVICIE ' Prepared By RICHARD GALLAGHER -Consulting Engineer....: Spreckles Bldg, Son Diego, Calif. RE. 6561 THE CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS IMPROVEMENT OF NE\J'JPORT BLVD. 23rd. TO 31st. STREETS TRAFFIC SIGNALS ~ SAFETY LIGHTING DETAILS Drawn By: C L. Traced By: E.S. Checked B : R.G. Project No: G.T-21 Book No: ___ _ Page: Dote: I-20-GI Hor. No $co ie Scale: Ver·t. Ne Scale Drawing No. Sheet II ot_j_g_ , ~-:---::---:---------::----------------------------~-------~~---------------------------------~-------~=======--_:_R~·Si~2'~0.~!3~,..s~ '---- r " V) I\J ' I II,. m~ () \) ~ I.!) " ::t-I ~ \I) ' ' ----- One Way-+ '!li ----------------,' ' __ J ~ Iv -----. --. -----. -~ '1 . No Porkm Durm Peale Per.1ods Q;) '7 ~ 2102.l(J.t) - - r -- OQ.Shed line. Tor-dr-C1win'J only. pgrl'>i"-9 "T5 -too be \I.S"'d. on paveme1"!1T. ----------- 'I\ 2/£ \ \-;,;>--~~..Jr~-~~·~-~--a Pork/i?9 (ii_"-------o be Proh/bifed a t-h-:--. - - V) 15 Sidedt/rin9 peak periods. --------------...... One Wo.y~ \.1) C) -\ "l:. \\ ~ \ \ \ I - !\ - .€I02I(21) ...... "<0 1 • I ____________ J -~ 14• >.; ,e /0£I(L7) I .el02I-L.t. >- ~ 21021{1!+) ,o' I No Parl<in9' ur1"n9 Peak PertOds ti) OJ L ____________ --------------- - ------------------------------------------ - --------------------------------___ J ---------------- ------------------ h.: V) ,o· I L __________ _ ~PPROVEO: z-/¢ 19 c;/ a~~ DIRECTOROFPULICWORKS REG. CIVIL ENGINEER No./&'c72> ,---------------- NOTE• NoT a oart of City 'Foi-ce~ this contract WorH Prepared By RICHARD GALLAGHER -Consulting Engineer- Spreckles Bldg. San Diego Calif. R.E.6561 Date: J-;l.J-•I THE CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS IMPROVEMENT OF NEWPORT BLVD. 23rd. TO 31 st• STREETS TRAFFIC SIGNING AND MARKING Drawnay:~c=·=L~ ProjectNo:.G.T.ZI Date: 1-2 o-1oi )"= 40' Traced By= E.s. BookNo:----Scole=Hor. 1"-40' Sheet 12 Vert. ~--=-Of E_ L...--------------------------------------------------------------------------------------------------------------------·-------..J.:C::;!h:!_!e;::c!!ke:;.!d!.J!Bt':::::R::.G::.~.J.!:P:EO!ll.e~:;.;;;:::::::::::::::.IJ;D~ro!!JW~i!Q.n!!!!N!!1,a;.;, :::::::::.J