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Home My WebLink AboutH_4958_S",cj .·~ ~. "\~ ,,,~' . ' ;;; f 'l. k. l's fl-' (./ \' ....._·. t::)' y./ ;z".,. 1--1s1·-~-+-----zo'--..-1 --1s'--, SECTION D-D ,, , Scc1/e: I = /0 \ : \ I 'i- I:; (l,) ~ 'i- ~ ...c:i· "'l:' ' ----..... Q.J . ..._ Q._ • CITY OF NEWPORT BEACH CALIFORNIA PLAN No. 406 FOR THE CONSTRUCT/ON OF BALBOA OCEAN PIER AT MAIN STREET Consisting oF 6 Sheefs Numbered 1 to 6 Incl. Dec . /.9 'l!t Approved:- /339 - V(LJ, ... -~ ~• I"• • .;.:.:..__ R/chard L. Paf1erson, C/fy Engineer: REV /.Se D ✓ AN, /7 ~ /~40 ~1.::,.5-' --------------------- 42CJ' -----------+-40'--+-------/8 o' --++<..-4,0-,'·+<------ r --- - -=-==-- fish Clec1ning Bench 1 De/ails on Sheef 3. ~..,,.13 t.._A ,. I . ' ,b 1-------7 Lig-hfing Sfandarc ':'5 -.,, Dela,! on Sheet 3 ' i---------Z0-4 P/le Benfs /3"Buffs R cVIS!ONS NATURE DATE PierAbuf. fo Surf Ave. PROFILE •. --,, ·, 1------~--'-~--'------1 Horz.Scale: I =SO Verf. Scale: I,, lo'· C • , .3. Opemng Cl ll:) M.L.L.W El. a.oo __ El -10.0 -' ' ' : :-~·, ; \ /"~--~-' / ·' ( ; I I \ " ·, ,, 6 '-o" __ , I I ,.,. rit! G,, e,· -,,· ,r~: S4S ! , · 4·, 4"• z4" 1 1 4.!!"x/4"~v.Bo/f;,ndw;;,sl,qrs:-'1 :1 G",,G",r7~c,"s4s L_ -11,,CC,~ -,_--------s!;..----1 ,11---,------~,.=----c .. ------;--,--4 1---.½---'-__,_s::---_J z •IO G.rlv. L.rg5crew c;;•,;. ~,. ,r 7~G "545_ !· .a111::I Washer 8'C loC, IZ"x 12" Cap 28'--o" f3r.;;,c~s 0 "· ~ PART ELEVA TJON OF END SPAN -HALF SECTION FOR /3 PILE BEN TS ,' lqP :_d:Dec/:;__,_ _ ,,, ., ,¥ Scale:/ = 2-0 7'-8" .--. ,Y--;tj~~-3-J" G;;,/v, Bolh and Washer.s. Wrapped 8 limes w,lh J 3alv. sleel c,.,,6/c. J;Sgalv. .:;faple al each crossing of' pile, Block be/ween piles and bolf fhru. GI -o "------t • /-' <-"< ' ~"' • Hand Rail Details sames ·as below. ~ • • • C -r ~===============t;-.;:.t:::==================~. l ~ OJ IY) Concrefe over 20 lb. . Asphalf Saluralec/ Fell -~ l)q<1/F--&ncl'J--- J~x3G" fulv. Bolf and Wa-shers. OC/ler End S nan ' , ,, .. ·, ,, . • t>,-c,<': . If ··--27 u --------1---11- b"" :a,;,:. 5fringer,5(Rough) c!J" x 2 8 '--o "Br aces + "fJo/ls, '1'.fSh, '('S '17d_ single_ REVISED JA.N-17"!!{ /940 curved 4.1 x49 ¥'1Ke grid. See Sheef-2-A SECTION C-C HALF SECTION FOR 9 PILE II , ii Scale: I = 4-0 I H 40-0 G"x G"x 8x8 <3a/v. Mi-e Mesh; .30 Jos. per 100 °' G"x zo",5/ringers , I •• .z Rubber Exp;;,n·sion Jo,n 4" Concrefe over 2016. 4"K/G" 5tr1n9ers /Is: c1/f Snuraled Felf . 4"x " zo'-o" f3rc?ce .-,_-;--_ --. --t:~~--~--·~-~ -•·~ ~ @!y..rf!J·•~c= :..= =--:\'.;;;• L'======'==-1 SECTION B-B Scale: /"=4'-o" and ".:jo1:ke gnd. u-~---i,-·/ z;4 'Briclg,ng (Roush) G"x 1z"545_ /2''x:1z"s2E ·'-,.._-_3'".;3"s45_ Bolf clown G':r2o"sfr1'ng- ers w,lh jx30" bolls - and Wi7sher.s. DETAIL /"= I' Nofe: /fe;;,ders; .3°;:JG,.SZE, lb .he ins/a/led ;;fall exposed ends qi' sfnngers, Ornif transverse braces on oufer benf. 20'-o" -----/3~6,r --------------8 Wrap.:s J" G,;;/v, Slee/ C,;;b/e. ~_, J:;. 57..;,lv. sfaple af each crossiny oFpiles ., ~ ------c .3-s &a/v. &Ifs, So!td bndging on ::;hore abulmenf: SIDE . '·------.. \. -----__ .___ __ 2 . ~ ,1/...-; ---~ 7 i © ,7 ,, I < ! ( . .. >· .. .. . ELEVATION • SECTION c-c -...."Block befween piles ,,ncf boll lhru, /0 '.. 0" ------10'-o" .Iron Ape ,. 2H /.D. I fo /0 f:J;;ffer. 24'-o"----------........i x 2(; '-ct Br. vu,3h) .3" " ff ,,. ,J-4 x// Bolf, I ,,3 5pacer, and W.i1shers ;;;f/ilpJ'otnls of' sfringers. &If sfn'ngers fhru cap 'Q) wif h J "x 30 ".bolls ;;;nd . w;;,shers where shown, Drill sfringers fo caps wilh j ·,;. 24 " [;/riff ho//:; ,.......,~ _ _i_ where shown OrJ p/ar,s. loe nail sln'nger ends flOfbolled 1111/h 4-40~a/ls. The above nafe.s apply SECTION A-A lo 811 secftons, 20'-o" SIDE ELEVATION SECTIONS A -A AND B-B Scale: J "-z:...o" -NOTE. - Con:slrucf f_ • Rubber Tr--c1ns verse Expanshn .Jo1i;I over ec1ch pier bent. Cons/rue! z"x4' bridging al cenlerof each pier span. Make buff and splice Joinf:s where 6 "slr1nger£. meel and where G".slr1n_gers n1eef 4".sfnh_ger:5. U.se SO~a/v. common nails on cleck. p/3nK.s, 2 spikes per slrti?ger. Use Z0/3/v. common nt!?i_ls on brid91n,9. Use 8 -9.;;/v, common na1 Is on r,;,/I spacers, Scale:/"=-4'-0" CITY OF NEWPORT BEACH CALIFORNIA . PLAN No. 406 Sheet 2 oF 6 Sheefs . _Appet.~.~~ Ci3/E;:;gineer. ---' "" '··-~~·-·---,_ ,o. ----~-· }-.....C.. 0 0 o, l I I i . ( I \ ~~ ':-1 t • l: ~~.-'° t ==~~cc·-~=\i"ii=c "ii co 3:: U\I ~ U) ~ -~ ~ ---------------------=---------------------------------------------------------------------------------------, ! -,s'"-..,,,1 ..3"x.3"S45 ' ' \!) ~ '- ,_ -~ k, ~ '· . --· ?.,.~ -" -· f ~ I ·, I L §,,_ -•• ( I I I • ,. 7 IO I Concrere .Oed ,.-6x ZO S/rin3er$ (Rov.9h J I c:x . ..-15,,,r" 20· "'-----"""'-- 7':3" 7'..3 'I I n 7a ONE HALF .SE. C TION /5 PJLE BENT 40' 0" Wca,:fen Dec,/. Z"></Z" 51.z=. Conc,,..e:le .Osc,I. -4",.: /6' S/nn9,:,:r.s S.1.',E. .2· _ --=-_ 4 j"x 1.s· 8olrs (t Nosher.s -a-x2o' 1-F'!'l---7, 9 '' -----1...,...1---7 '.9 '1----1~1----7' ~ -J-"---Pt"l-----7 '8 ''·--+>1-<1---7 IO ._, _ _..., -Nore: Qn7if-S;,voy .6races 4orn c3enf-N.!?47 .80/boa • A'er-. A// .hord;,vare ond briaj;'in.9 ..5ha// con-rorrn TO o'er,::;,//..s t:?.S shc»-Vr? //7 Sec ;t-/on C-C .5heer NI? 2., P/on N•"406". ONE-HALF ..5ECT/ON \ II PILE 8ENT \ • . ' __________ ,20.:0 '_' -------~---------20 ,_ 0 ,, ---------+ ..... -+--------- 5/0E ELEVAT/ON LONGITUDNAL ..BRACE.5 WORK/NG Dr?AW/NG FOR REJ//5/ON.S MADE JANUARY /7~ /.!340 Sco/e /"=4' e -I/ S;? """ // 1·1?1/ "'--" /rc1-··o 01,-: t,,J/tfc? CITY OF NEWPORT E3EACH CALIFORNIA PLAN No. 406 .5/2eef Z-A Apprvve'f Q . --Ci~~~ / I I ' ---------------------------------------------------=-====-=-------------------------------=--=-===============~--=--=--=--=-=----_-_-_ -_ ---------=======----::::.:.------_-_ -_ --~" I / ( 5,u sz /lo/es I • '. ,.f. j • FRONT CLEVATION -<OF.JUNCTION Box 5ca/e: I"= 4" ' ,. I /J.ij 3,. /04 .. ,., .._, \ I • I -..f';} ~IN ~ 11) ' "''oO '- e-.. COVER PLATE OF JUNCTION Box .5ca/e:/";4" 0 I -I I I I I lo I . ! I 9 0 ,----..--,- 1 I N E"-4· Knock-ouf i"Knock-ouf ~ Flange END ELEVATION Or JUNCTION Box .5c.;,/e: I .. ~ 4" 'Fi nf Juncfton Box lobe consfrucfed or JZ gege sheef iron, welded and galvanized Hof dipped . 8ofh ends or box as shown. , .. 3"h h. ,_1 4-4 x 4 rass·mac 1ne bolrs c1nd nufs. . . '" 3~ • Fi;sfen to hand rail wJ/h e?<.,t; 6alv. .5lraps~ _ 1-7'---:3'-0" ------f/-o·•·_·--~- 2"x4"sacro.:;s PLAN.OFFISH CLEANING 8ENCH --. - ' -· _-- /Olftlels f/2 /;; o.D. 'I deck\_, 24· __ ,, ___ .,. 20" • ,__ rv--~7J"Diamefer "'<t 'I\J I -I 'N - ) . <.c ' ';" I . ' ' ~ (\/ '-1-- • .... _L __ ~-1------ I ,.;--i r-.r .. I , .. • ~-6z-11 --,-.6z-(Q ' ¼,._ -- I I ·1 17-f-3· 24" 3~ ELEVATION OF POST Scc1le: I"= (--O" z 'Sr ;/'t5ack. boarcl. S4S. <"" ·z·eo,,C/f!,f, ~,f/,/89,;,~e ch,6fen wve on z"x 8 /u,-,,/xr: . 1 • ('-. "I- . +-' ' o;, T -~ l _,L El.14.65 El. J l.6L ~ --:-t· -·-·------- ' 'IN -~ j ------- ~ ~ ~ t <.J t 13 "o 15 ~ \6 ~ ,, . = 1 ..... -, I, ' I I . . i I •;11,n, bu-;/;·-· --I I V\/\A Class _B Concre/e SECTION C-C Scale: l";=Z~o·· SECTION B-B Scale:! "=c2'--o" .9' I 23'.3" i I rt> -! I I Finish to grade '= j of'-Concrefe Walk7 _-- s _, _. ,- --' •:-,,~ #I , ,, , • '1!11 -_·_ !_x~ ~~ ~T~::_ ~ _-,-_:___ -;~ -~ -~ ' ~ I ! ' --r-7 -r, -~ ,-, I I I I I I I --------- '' I ! '= ~ -t:::::.:=L. - r --" I I - 9'-0". I .,, S-7/'z G:o· 6~0,, / ,,_.,, '" 5-7_ fa'--A.... ,.,,,_ . I ~ "-"-- ELEVATLON OF PIER ABUTMENT <· Scale: "=4'-o" - - - ·-~~-.·:. ~ 3 .. rj, • ,;: bar • ' 'LI.. ... ·~··-~ ·& ... ·: : • •t:-.', Cl. .s 8X7oncrefe:. SECTION A-A Scale:;''= z'--o" , :3' I I I ,+.. I I,~ ~-- ' -]_ ..( -~ -z ' ! a= -,--; I I -- 3'-0" M.., '23.12 Cu. Yds. Class /3 Concrefe . 2GO lhs, ReinForcing .5feel. . Cenfer L,ne or Piles . " LIGHTING STANDARD Scale: I "=3'--0' C ' ,, 3--0 2s-9 .------------!+--+ ! '•ti! ~ ? J,,o e #an c/ Ro;/ B- -'C\! ---" --...,,._,---,------.,..~---,.----....---,----j ''¢ hooked .bars, 24 "c-c. • I u,,( 3,, ,,( 4-z 1"; l-:4 r .b;;,rs. ! 3,, ,./, I 4 )" bc1r,s Cenfer Line of' P/er ,. II , 7~ -· ·-----1-----II' 7 /f------ PLAN OF PIER ABUTMENT Scc1/e: I "~4'-(J" CITY OF NEWPORT BEACH CALIFORNIA. PLAN No. 406 Sheet 3 oF G Sheefs Appr'f?1Q-~ Drawn hy T.M.M,1/fs. City engineer. --_--- ,"/-,;2!:?J. -B 5..VT4. ( I : i~-~===----=----=~~~~-~---~--~~~~~~---'--"--~~=~_______:__-----=----------=-:.:_______:_--------=~===----=-----=- =~------==.:-------:..:__-:..:__:..:__-=...::.::.:...:...:::_:__----=.:____:__---=--------=--=-------=----------==---....:.:::.....----.....:.::.:::;-__:_JI ---__ '. _..;.-l _______ ;__;__ ________________ -;---;-~---r-~-:-;----~--~---,--.:__--;-~-'------------------------------------,-------------------..; , 10"---- i I --FRONTEL!:'VATION OF JUNCTION,_ eJox 5c;;,/e: I"= 4" 1------111 ·-------' 1------10/'';;_:_-___ .... CoVeR PLATE OF .JUNC rtoN BOX Scale-: /'"=4-" 0 £NO ELEVATION OF _Ju,vcr10N Box Scale:/""= 4"" JCJnchon fJox h, be conslrCJc/-ed or 12 939e_ sheef iron, welded and 9,i/van13'ed. • /-/of d9'7;:=d- Bofh ends or box .:?S shown-4 -J "K ./ "b/7155 machine bolh, and nt.1fs- 1 ' 0 : Wafer S'erv,ce Connecf,ons ..f3dc/:6=rrd:Z; /() "s4-s, -m,n--,---m---,,,-----.,,,,,,-----,-,--~----r-:-,J" ~ 2Yl6 "s4S. rn,nl ar-d Boee-. Ooflels I. d~ I :i '"Cl D. e---11 ~ {:,-rbsls, 4"xG"S4-5_ -1----1--- 11 11 - ELEVATION OF FISH CLEANING 8ENCtf .5cale: ; ·;. 4' --~ ----·------- v ! ' - .A - - C I[ . -11 ~ -~ ~ -~ ~ -I ' f.) ~ - N '-- -' ~~ N '·~ ' ' !,-- ~r, i :,., - ----/1 !I \ - -~ l1/ 1--''--I_ 1---1 r---<r----< ~---''---'1---ll----!l---l-□ ''llr' ~'--'~ --~ G ';. 8 ''.,.-28 ~O "Diagonal f3races. Applys lo spaos befween Benl 4:3 and -t.5enf 53 J. Newporf-P1er. - App,rs lo sP!ns befween Benl 43 and tJenf47; Ba/hoaAer, PLAN OF DIAGONAL BRA~C715/G: __ ::__ ----- UNDER STRINGERS rJi·~ END OF BRACE Scale: /"=4'.' Scale: /1=4-' , /1~,.4---t+-+t----l-L, ._5' H ,r 4 X/Z G.;,/v. Lag Screw and washer: , \\_...--W----f--J---;51nr:9ers . -,rce .. Iv. . ~ "G) {v. I ' PLAN OF DIAGONAL __ BRACING UNDER STRINGERS './ Scale: I "== 4 ' ' /_ /Jr awn o T H./lfills . '17der ~ ~ 8" 11/4:sher.s . -ilRtngs. 12':r;z"c.,,p. A,Pp3/s to all spans helween Benls 10 and Ben! 43; --- Balboa Pier.