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HomeMy WebLinkAboutR_5294_S0 C PROJECT SITE VICINITY MAP SYMBOL LEGEND --0-POWER POLE 0 MANHOLE 'O' FIRE HYDRANT □ METER BOX ---0---VALVE E--POWER POLE ANCHOR ,6, MONUMENT -x-x-FENCE; BLOCK WALL t>5"'::J T R EE l;;'-,'r-2 SHRUBBERY / ,v .&.&.&& ASPHALT PAVEMENT ~M BRICKWALK I· . . I l., _ _.c:_ _ _:,_1 CONCRETE r, ;J lcL,L,~L.c:i BUil DING -----EXISTING CONSTRUCTION NEW CONSTRUCTION ---i-CENTERLINE -··-s-SEWER LINE -----w-WATER LINE --,;-GAS LINE -£--POWER LINE -TEL-TELEPHONE LINE -TP-CABLEVISION LINE -SP-SPRINKLER SYSTEM M STREET LIGHT EMERGENCY TELEPHONE AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH (SEWER & WATER) COUNTY SANITATION DISTR!-CTS • TELEPROMPTER CORP. OF NEWPORT BEACH COMMUNITY CABLEVISION UNIVERSl 1 ~ NUMBERS •• NU k1 BER 6 34-0211 835-3833 546-7130 640-2221 962-2411 EXT.38 642-3260 54 5-3556 --" ------· \ \ ' ' U C , NAME MR. ANDERSON MR. LEON Kl RSCH MR. L. HAMILTON MR. TOM PH I LLI PS MR. !'?AMEY MR: CHARLIE ROMAN MR. T. BRITTON CJITY NE,VPORT PUB JL JI C '7\TQ R ][{§ OJF BEAC.H DEPARTI\1[ENT ~MPROVEMENT PLANS FOR L~ DO PEDESTR~AN CITY OF NEWPORT BllEACH DATE UUNE 4.!~7G . I 2 3 4 5 6 7 TITLE SHEET GENERAL PLAN DETAIL NO. I DETAIL NO. 2 GLULAM AND GIRDER RAILING DETAILS ELECTRICAL DETAILS DETAILS R-5 2 9 &J.=S SHT. ~ OF 1 ( OH-OS D 138 - - ------------------- ---- ..;., Cf> ~ C \ 0-·--1-.. \ ~• 't; 12+GG.44-Ex.1sf1n co·--~ face of back wal I\ C IQ. 5r/dge \\ \ . • / ) ,' ' .-A:1<;.v, ta i:;,e, rel,::,c;ot~ -_ .::CJb,lc ~'---c:c• ---~ -,-: .:: 111 w X ltJ I I ii I w . PROFILE -----·------------- GRADE TO MATCH EXISTING SIDEWALK. r;::r-::;r ' ' ' l 9"•· '233 -~ / I V MHW /] ' I ' o I \ A-A /11 =10' --Axis \ \ -----Exisfing r-----7 i_ _____ f~ ' ' w channel 6r1o/9e \ ' \ \ ' ' 4 4 PLAf'..J /11 =/0 1 State of CAl~fO~N~A DEPARTMENT OF TRAt~SPORTATION Sfree+ --------------------.------·---- ' ! --~--7· ' ' I . . . I . : ' i i I I ' ,J __ +--~---~-----L. ' I I I ~--' . --~ u u COUNTY ROUTE POST UJLES-TOTAL PROJECT TOTAL SMUT .. ORA CO. RD . APPROXIMATE QUANTITIES BRIDGE REMOVAL (PORTION) DRILL AND BOND DOWEL GLUED LAMINATED GIRDER GLUED LAMINATED DECK BALUSTER RAIL PIPE RAIL NON-SKID SURFACING -sTREE.T L TGHT 'S'I"' reM FINAL PAY QUA.~TITIES REGfSTERED CIVIL ENGINEER NlJMBER REG STEREO CIVIL ENGINEER NUMBER LUMP SUM 24 LF 3.60 MFBM 4 MFBM 247 LF 187 LF 1,100 SQFT -L.UMP $UNI"- STRUCTURAL CONCRETE, BRIDGE 16 CY BAR REINFORCING STEEL (BRIDGE) 1,100 LB STRUCTURAL STEEJ7-(BRIJ2-0ET:-ezvi.i;-\lANl'i'.oD)~:: 4,900 LB s'-o" Pipe Roils / Mi'n. Non S ur.ie-ace _ -1'.lew eolec.tr--,col 1 ' ~ cor,:ki1 t_:~_· \ ' 4+53.17± Exisf,nq \ face of /oack wall I ' ' \ ' ::.c:..:::::::. II ti I 8¾ i ' ' ' TYPICAL SECTION I 11 = 3 ' NOTE: THE CONTRACTOR SHALL VERIFY ALL DEPENDENT DIMENSIONS IN THE FIELD BEFORE ORDERING OR FABRICATING ANY MATERIAL. OFFICE OF STRUCTURES BRIDGE NO. DESIGN GROUP 55C-13 LIDO ISLE BRIDGE WIDENING POST MILE GENERAL SHEET OF ORIGINAL SCALE IN INCHES '~ Disregard prints bearing earlier revision dates ---.t> GI ' • r v \ I J [ I cu 14 Q 4'" Q I REVISION DATES (PRELIMINARY STAGE ONLY) '---~ FOR REDUCED PLANS O \ 1 2 3 WO 92614 7 t i'I .!.. '2 ...__,::::-__________________________________ ,1_ ______________________________ __1 _________________ ~---------------''-__:__-=c.:::...!....!...:.... ____ ..1.... __________________ ......J_~;i._:L.ts~;.J'L/'.c''!c:01-_..L_J_......JL_.L_..L _ _L_-l.i__-l __ _.J, __ ) ·1__ __ ..._ __ ]__ ________ ' ·-----··---' ----------·------· --- -__________ '__,_ ________ _\._ --_______ , ___ ______),_ __ --•-----.L _______________ ;_ --I~ -'---·----~----------~---J "-...,. --~ i I .. ·• ( ) . ---.,,... 1 l I l I -----y- ' -· --·---· ·--·-·---· -----'-,"-1 . ., I "-1 -- Bofforn girder. <Q G lu lorn giro/er For girder connecrioh see Secf-ion O·D '' C>ei-ail No. '2.. 11 sheet. ?: (!J < C --+-ff) -X 4J DIST. COUNTY ROUTE POST MILES-TOTAL PR.OJECT Sl!U:T TOTAL H,:,. s11,u, 07 ORA Co. Rd. DESIGN i::NGINEER REGISTERED CIVIL ENGINEER NUMSER DATEAPrnovm-t.<2LiU"--Oc:.-....!.'-t~-;;:lc.eiG:__ _________ ji New __ _____,fl -----Roughen Cone. surface Drill ¢ bono/ dovvels _ __.,,, I 0" I - Ex is ting ,1,,~ ~ ct-DETAIL G /3-5 DETAIL F No Scale ~ ',, No/-e, Abu+. 4 Lt. Re+, Wa/J shown Abw+. I Lf. Re+. Vvcil/ s,'rnilor PLAN Glu/orn giro/er Glularn deck, For conn ec ri'on _.i.------==:::::-------=---'- d eta i Is, see Secti'on O·l:) "Deta i I No. '2 '' shf. '"'---.. .. ~ Dowels '2..11± MorfOJr I I ¼,.'' = 11-0 11 For girder connecfion see Sect/on H-H 'Defoil No, '2" sheet. -- '2.11± Mortar ,Typ. -- . ,... ,-, 4 1-9 11 1( ~o•' ~ 1/:· :4, Tot. '2.. -" r>-;...+-' 4 0 , Tot. '2.. L----Dowels, tof. 3 (see OetC1il G) No Scale Exist. re,nr, r·-7 i==+~~L:-, -+-+-:i4 (§) '24 mC1't.. each way i f=l'c: =~$h==tl 1 =co -· I ~ ' I c-c ¾." = I 1-0 11 For c/etails, see section C·C ''GLu lam olecl< ¢ 9iroler "sh+. I 0" l - :11 11· i '.. j : --1-----'-----'---f ,.,---~----., ~--'---'--------'---i'' 4'. g ,, ,_, 11 fl A-A For girder connecfion(Typ) see Section 1-1-H "Oefai I No. '2 11 sheet -~ ~4, Tot. '2 D-+-_#4 D,Tot. '2. ...l----Dowels I fo+. 2 ( See Detail G) ¾" 1' Bolt $, insert-. --Dowels I f-of. G -+-----'/ .--'----+--~~-( See Def ail F) I/ 0-0 NOTE: THE CONTRACTOR SHALL VER! FY ~LL OEPENDENT DIMENSIONS IN THE FIELD BEFORE ORDERING OR FABRICATING ANY MATERIAL. "Remove =-icr-&t& pie,.- +o c:let1r deck on we0t encl. r: y _ 11-'2.11 ± (<f:.. G/ulam , g,rcter RET. WALL~ PLAN Ext. 9irc/er I~ IXJ '&. P,ers ) '( ) ~ft}~ PIER~ PLAN x-x D = (l) _, -- 4'.c/ r I r Y-Y (;op of e~ist. _Lfc,nge Ft · • RA/ LING SECTION w -\/'./ ~ lnciicC1fes cone. removal L/MLIS OF COl'JCRETE REMOVAL b::>rh .eides ~r+h s'1de. 3' ~hside. I &:>tf?~e·tc1eo .• I / w ;- Typ. rrt-7'7-;l-:r, 8 1 '2 0 ----/• / ~= Q_ <0f:'.'> + + • ;-;- v~---+-I SEC. THRU EXT. GIRDER LIMITS o;-:: AIR ;-:.J ( 9:b;( .,,_II ~-r---+r '-' -Supporf-• t assem/o!)i lb,___·---+--I +-"---,f-~ 3'. CONN. ai 11'-JT. SUPPOR · T I..."" yp. BLOWN MO!~TAR REMOVAL State of OFFICE OF STRUCTURES BRIDGE NO, By J J 1 • ,;7,-Checked/, ·( .,1) / _ ./_ / DETAILS • KO t"fi '-"' 6,U.,.,_',_;[' l,.ia,.JCL l; i ,;;, By • QuANT1nEs J. J k an,, CAl~fOIRN~A DEPARTMENT OF TRANSPORTATION DESIGN GROUP 55C-1$ LIDO IS LE BRIDGE POST MILE DETAILS ~j 0. SHEET OF \ DH-OS D139 ORIGINAL SCALE IN INCHES FOR REDUCED PLANS cu 14040 Disregard prints bearing earlier revision dates --1> REVISION DA.TES (PRELIMINARY STAGE ONLY) "' 0 2 3 , WO 9'2G>/47 I •!.'., I,~ \ \ 17'-G"± l8 1-9"±-'2o'-o''t ,zo'-o"± t. Bric/ge ~ For bC1lusfe, r-01il ae+ai/s see'' Railing Defails"shf. 1 -~ ,1": ~~-\ s'-o" / "'--, , ' ' "!/ JI r -I Chc,mrer ~ I .. Typ. "'-\! Non skid s1.1rface ---11Ht-~· . Deck. ¢ Gire/er .,:__...,-- ~ E d g e of c/ec k //~ , / ,/ ' / ~ , , ".._ ' ,,. ........ l / l/ 'I/ '20 '-0 "t '2 o '· o''.:t PLAN 111 =10 1 For clef-ails, see" Glu/arn De+aifs '' shf-. 5 __57 Vv 8 X '20 sc.__,==:.====:::::J:------_J_r..._:T,.:::o".J::c,D:_::Of W 8 X '20 • Defai I F 1====~===;~ ?"'~~~~ __ =_=_ =_=_ =r'=1~~j A . A _ Pr'?f<ic:( eJ/lsf!ng ' _ t1f1ury/1 ne _, TYPICAL SE.CT/ON L 5 1, 3~ x o/lG x 0 1-s~" -+------,// i·-· ----'-l--- v 7/e,11 cp 1-1.S. 5o/fs Y,z II -/1-0 11 Glu/qrn giro/er--..__ ¾" Cf H.S. 130/ts B-B I% 11 = I,_ 0 11 /L 5 x .3½_ x 9s ;1. 0 1-311 Ga/v . .P 1 7;-',s' cp 5olfs w/ lock. washer ? nl..,/f galv. ' -------------------~ . ----· ···------------- DIST. COUNTY ROUTE POST MILES-TOTAL P~OJECT SHUT ... I 8 1• 9 11!: '2 -3/41 cp lock washer galv. 07 ORA Co. Rd. DESIGN ENGINEER 2·¾' Stuc(Joo/fs threqded wjHur REGISTERED CIVIL ENGINEER NUMBER L 5 x3/.?zx. ~' Galv. 12.";.. 3/,a,' 1-, ol-'2." Fl:.. er ---.--_____ -. washer galv. • G . A J§" <p Bolf w//ock /1¾=~=-=-==~·===l.()~I ======~====d washer¢ nut galv.111 Syrnrn. abour ct. Cut G" • 8 ¼2" ,., opening 11i"R dt /"f-corners E.xist. ex+er,"or girder Cf. Web • ½" Ff:.. Top i bofforn W 8 .X '2.0 Ga[v. DETAIL F IJl,z" "'/1-0 11 ----+EEc=::::-_-=--=-=- G-G 1Y2"=1 1-o" ....,,-+--W 8 y. '20 I I' -- Exist. ;nferio,-- giroler .3 /I ~<p Bolfs w/ loci< washer f nu+s 90/v. I I I I I I I I I l OH-OS D 139 Nofe: c-c I Yr;_ 11 = I,_ 0 I/ For section showr,, see 0 - H·H 1 _defa,'Js nol-• seer-ion D-0 I I U ~Ff-:::::1:.:/ I Y?.." = 11-0 11 " I Iii 11,,...,,,. ___ -J--_ Ori! I ~ looncl bofrs ilJJ Levelin9 ,/, II ,I.. J. S/4 'Y Anchor bo/,s galv. 0-0 DESIGN By ' DETA1Ls J. II< am, By • QUANT1T1Es J. JI< ct rn 1 nufs ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 State of CAl~fORN~A DEPART~1ENT OF TRANSPORTATIOtJ 2 3 II L '2. X '2 X Y.q. W 8 X '20 '2 -¾'' ¢, H.S. Bolts E-E 3 11 "I 1-0 11- Note: 11 • L '2 ;<. '2 y,. 1/4 Spac ,n g fo Vv 8 x.'20 similar 1---.10-re.: All Gtr-ucturcd -stee.l, miec.ellaneoue ,steel, plafee, brac!<:e+e, bolts, etc. shall be g:::,.lvani3ed OFFICE OF STRUCTURES BRIDGE NO, DESIGN GROUP 55C· /3 LIDO POST MILE cu /4-040 , WO 9'2G 147 Disregard prints bearing earlier revision dates --<> I I L~:.l_J T I I Full penetra+i"on we/cf. STUD CONNECTOR ISLE BRIDGE DETAILS N 0. , NOTE: THE CONTRACTOR SHALL VERIFY ALL DEPENDENT DIMENSIONS IN THE FIELD BEFORE ORDERING OR FABRICATING ANY MATERIAL. If./ I D E f \J I l"J G 2 ISION DATES (PRELIMINARY STAGE ONL YI SHEET OF 4 "7 , • I I -~j .. \ .~------------i----------~-----------r-----------r----------I . __ _J__ I 2"c/Jx /11 f)eep predrilled-csk to be filled w if!, epoxy ~_.i___-) --1~-----11~ l 71811 ~ ,~ 't' Pre cl r, II eol hole _/ 1---------l f----------1 '~ ~ . 0/7C/11 Th;ck. galv. e---1 j"' ... ,,___1-__ 0 flashin9 Fie/of clrill pilof l,o/e fo,-¾'1 cp x l'2" lag bolt galv. c-c ,,--If. I E.xp. j-J-. J-J /11 £'1--p, _joint af Glulan, g 1'rcle r ¢ dee/<.. I I I I I I I LJ GI u Io m clec k -+---,,,.,_,.., DOWEL Jo/1,+ 1 Wz." =-, ' -o" C ¾11 <p Lag bolt ---- rt--~--~ I I 11 I II -I I I .c:J L 5 x 3/z x~11 Gc:r/v. . _.1..-GI u I arr, dee k... panel ru·-.-+ -1----✓,,I l Pree/rill to c/owe/ OJ:>. -/Jowe/s to be t,gh+ fit . 0-0 1Yz". = ,·-o" I ~ ' t I I I I I I I I l.J ' :1 ::• -fi11---~W'-----1,r'-c------ 11 w ~L 5 ~ :,~ x Yq.11 1;< Galv. assem/oty - F-F ///II I I/ /2 "' / -0 Rounded corners Glularn ¼, II f/:. Galv. assernb!)i------ Gl/.,/IC/rn r . Di-ii I 4 bone/ deck / (J loo Ifs f...------~~=l...------1 ""~ / i-----_/r~~~~ _J "-,.>":'-----_ -'2-¾11 <p Bo/rs w/ lock -,v---,-0-• m]l-6.=~==;---~ washer ,1-nu-f. SPACING ¾" <p Sf ucl bolt threOJoled w/ nl.lf-. ~~ i G-G , __ 1Lt4 ____ I/ I ,, x4 X.74 >1-0-G Galv. assen,/oly 4 1-0" Max. G/u larn ....,.. ___ __.:: ____ ___ cl ec I<. pane I s ) ""-Vari es Var,es \ + I '2,1.qll ll G l I -// Asphalfic rnasT1c ...._, flashing seC1ler af Cleek joinf-s _,___,t,~-p LAN • ¾" ¢, Sfud bolt _) f-hreac/ed w/ nuf \,__/Pipe rail ~ ANCl-10RAGE DETAILS FOR /:JECK. 1"=1'-0 11 JYz. 11 = 1 '-o'' DESIGN DETAILS By _I I J.lk.cirn'i I 7G By J • I quANT1T1Es . / k a rn I I 7G 7{p DETAIL E L 5 X 311;, 11 1 Galv. State of OFFICE OF STRUCTURES BRIDGE NO, CAl~fO~N~A DESIGN GROUP 55C· /:> POST MILE DEPARTr,1ENT OF TRAtJSPORTATIOr~ LIDO GLULAM DIST, COUNTY ROUTE POST MILES-TOTAL P~OJECT SHUT Tout. NO. SHUTS 07 ORA Co. Rel. DESIGN ENGi f!EER ,.,,.--ct G iroler A-A Y.z" = 11-0 1' j(.___4_ Gire/er '2. I• q II 5 -/3 REGISTERED CIVIL ENGINEER NUMBER K-K NOTE: THE CONTRACTOR SHALL VERIFY ALL DEPENDENT DIMENSIONS IN THE FIELD BEFORE ORDERING OR FABRICATING ANY MATERIAL. ISLE BRIDGE WIDENING DECK GIRDER DETAILS I. I· ' ORIGINAL SCALE IN INCHES I j I j I j I cu 14 04 O ' . ~ REVISION CATES (PRELIMINARY STAGE ONLY) SHEET OF ~: ______________________________ L_ ________________________ _j __ ...:F...:O...:R...:R:ED::.:U:.::C:ED::...:..:PL::.::A:N:_S ____ ..::.o ___ _:' ___ ...:2~--~3-_j1 __ w __ o __ q_-2_c;;_,_4_7 ___ ..,_D_is_,e_g•_rd_p_cin-ts_b_e•-ri-ng_e_a,_lie_,_,e_vi-si-on_d_•"'_s_ -_-_-_-_..,,._..J.~_z...!.'.:!~'.1,;1'.,~_':}.l~l~!-'.---.!...:E~:,J.~_71!..½.!::'°L__t _IL......J.1 __ 1._I__JIL.--1.l _ __u__:s::_1._1:____J__: I DH-OS D 139 ll11vi i ,~ --_......., ·--------·-----"" ·-------~-------------~- r> ' I ' i ~---~ ,- --1 t \ ----,. r,-: ·r··, \ -~~ •. __,,/-t'.-L' ~ : ~---,~- DH-OS 0139 .:, ,, / ' :1 :i' ,, " II ol " " ' II, -· ~ I: --,/~i,____-.1/lj / • ~ - 0 :d) ' ~ ' ~ - /:ND 3L:V770t\l !Vor C~mz;Tc,7E,Q:... __ C·C c;,'' ½,, 3'' " / 2 I½. ~© i..e II' ;, 1 ~ Posf ) PLAN l7 I ' I I ANCHORAGE No Scale -~ - -,_ " " " " " " " .. ' RC1il posrs shall be ver+i'ca/. ~BALUSTER --?..11 cJ, Alun-,. pipe \J .v I I a .&- \ ~ ' IS) ,, ' "' " ,, " ,, ·~ G!ularn deck. G/u/arn gircler- RAIL Pipe r-ai! • " ,, >I ,, II !! .,. .,. DJsr. COUNTY ROUTE 07 ORA Co. Rd. CESIGN ENGi NEER I G Mox. , POST MILES-TOTAL PR.OJECT s~~~T TOTAL Sarl!.n REGISTERED CIVIL ENGINEER NUMEIER 5 E ,;st. cone, rq;I 1;~-: ~ /'@. E.xis+.9;rde1 c,_ _ _J 1------------- Pipe rail PLAN I'' Cl. , .,:._ • _,. • J '1Cf. I II C/. :.i=t=1 ==Jc=,1 ;·Cap Cap.____ -Jr rTop of pipe r-ail to rnafch ------.._ fop of exist. approach· cone. roil I • .... =;:;;;;;:=::::n • ''I f--------I ! ,-.,,+1!-,1----------'----------.-11' ,i+.---1, ----f,-..-'-<-,,------;--1-~--'--i: L .... ,-:: _____ _ , 1111 1111 1::: <=~_,!.=Lg, :i,;: , IL i il'1 ,111 " " iu1 _J L cJJ-,,1L ,J_J Li::I;: ,: ~ ··--~-": :_.,__,_L_,-~_J__J 4 11 Cl. _ /VI in. C!J~JO_.""') __ . ____ ----------1 4 11 CJ. Mrr,.(Typ.) ------; ------'L - Mortar -l-------llj___ l ___ __,1 ·' --1--------1~.---------'- ::: - with biturninous pain+ 5" L ' I I I I : :<1 : : '<I I ' A-A Aluminu17'1 POST POCKET /1/211 • l'-0" 17 ' I I ' I I ~""-.,_ 11 J ,,~ , I r"«J.-~-- 1 I ' 11 Glu Jarn deck II • I . lb/J "=" '----~:::--o/ei q, H.S Galvarii3ed loo Ifs. !:::>ETA/I_ DESIGN DETAILS ByJ • QUANTITIES , / k_q rn / ORIGINAL SCALE IN INCHES FOR REDUCED PLANS I 0 vi ELEVATION PIPE RAIL ¾'' = ''-o'' /1 Sf-reef I ighf post 5-5 STREET LIGHT POST I 11 = I '-0" State of OFFICE OF STRUCTURES CA~ .. JfO~N~A DESIGN GROUP DEPARTr:IEt~T OF TRANSPORTATIOtJ I I I j I I 2 3 . . --< cu 04040 WO q '2.G 147 BRIDGE NO. 55C·/3 LIDO POST MILE / Disregard prints bearing earlier revision dates __ ,.,. NOTE: ISLE Space posts to clear expansion joints by 9" min, to e' of post . At expansion joints in deck, rail joints shall provide same allowance for movement with corresponding increase in length of sleeve. - Railing assembly to be 6063-T6 aluminum For aluminum finish see special provisions. BRIDGE NOTE: THE CONTRACTOR SHALL VERIFY ALL DEPENDENT DIMENSIONS IN THE FI ELD BEFORE ORDERING OR FABRICATING ANY MATERIAL. VvlDEN ING RAILING DE TA I LS t>WG. J..10. R-.S2'll4-~ REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF I G 7 ' ' ' ' ', ' ' - ' 'i ( -, () ')i I \I jl I i 6El2VIC..t.= Po-.<IT I ' • ......:~---:_ GENERAL NOTES ' ' --.... -=----EX?AN. P.8/ ------- P,/?ore:cr t:01=,v V/JY!T <: LINES • 1 . Conduit sha 11 be 1 ¼" nomi na 1 diameter. Conductors sha 11 be No. 12 AWG Type TW copper unless otherwise indicated. Ground shall be No. 12 AWG bare copper unless otherwise indicated. 2. Street and navigation light power shall be multiple (parallel) circuit per City Std. Dwg. No.-2D4-L 3. Connect a No. 12 AWG bare copper ground wire from each luminaire to a ground rod in the pullbox at the base of each standard. 4. Splices shall be made in pullboxes by means of end-to-end crimp type connectors. 5. Pullboxes in the ground shall be No. 3½ Brooks Products or equal. 6. The navigation lighting system must remain in service during the hours of darkness and during times of impaired visability. 7. The existing bridge railing lighting system is to be abandoned. CD 0) @ CONSTRUCTION NOTES Install Type I-D Street Light per City Std. Dwg. No.-200-L. Luminaire: G.E. M-250A W/150 Watt 16,000 Lumen Lucalox Lamps, 240 Volt Duel Wattage Integral Ballast and 240 Volt photo electric switch. Set lamp socket for Type Ill distribution. Install street light standard (L = 13'-6'}) and luminaire to be furnished by City. Contractor to furnish and install 100 Watt high pressure sodium vapor lamp and photo electric switch. Contractor to pick up standard and luminaire at the City Corporation Yard at 592 Superior Avenue. Install weather proof junction box. Install weather proof expansion pull box. Install weather proof pullbox with outlet for navigation lighting, Modify existing navigation lighting so that pipe housing is below glulam deck. Deck to be notched (8" x 8") and treated. Provide 10" x 12" galvanized plate to cover. notch. Bring conduit from pull box to join pipe housing b~low deck. Navigation lighting system to be changed from a series system to a multiple system, Install 15 AMP cjrcuit breaker at service point. 2176 DIETERICH-POST CLEARPRINT 1000H ?tAce CON(.)Ulr IN IV.BY C'OM::£E7t: R,;J/l,/NG C,4P ------ /:'X 15T. c!?..f/t?. -,,)i JOIN ,c%/S1, CtJN/), j 2 \ \ PLAN 1 •• = IO' ~, \ / /' \ \ :, '=t ;=;-· .. -· -.---~ \ \ =;,;:... DATE BY DESCRIPTION REVISIONS APP'D. ' ~---~-- APPROVED ASS'T, PUBLIC WORKS DIRECTOR' R.E.NO 12806 DATL£..~ 4-76 DESIGNED ow CHECKED DRAWN OW DATE 5-24-7 LIDO ISLE BRIDGE WIDENING LECTRICAL DETAILS CITY OF NEWPORT BEACH R-5294-S PUBLIC WORKS DEPARTMENT SHEET 7 OF 7 ,, ' •I ' , I I ' ,.:•• ,I 1 ' ' r ' I I I 1 ' ------' ( ., ; ' ~ _,; •. ' ' ,,, •' ' . ' ] I ' i •• ,1 A l i I ' ' ., -----,' ' I, ' / \ \· ) '\ .. , . ' l ) \ •