The URL can be used to link to this page

Home My WebLink AboutR_5010_S0\ .i I ,, " ci ,, ' > "' "'~"' ~ ID '4.J;'\. m ADAMS AVE, I fj~ " 1., CHY ()f COSTA MESA ' " ~ 0 Q w 0 " " ~ ~ < 0 X 0 > " ....Y.L£..1:~ a ro l I VICINITY MAP GA:APMIC: SCALE ifl MllES AVE, ci ~ Ol#NS£ COASf COti.C6£ :!ff :: OlF IB3IEACC IHI JJAMJRORIEJE ROAID RIEAJLTicGNMIENT JEA§1fIBJLUJFJF N DJR.JIVJE TO JPAJLJI§ADJE§ IB>~OAD JFI[IB..§1r CCON1fJR.ACC1f 400 ( JPlIEVlI ~IEID> ) "' w 0: 0 Ill ;:;; "' -, LOCATION 0 400 PLAN 800 GRAPHIC SCALE IN FEET BUILDINGS 1200 0 <! :;, ci > ..J m 1I N D JE 2'f. SHEET DESCRIPTION NO. "S ~-;, I I. TITLE SHEET 2. TYPICAL SECTIONS-EMBANKMENT 3. TYPICAL SECTIONS-EXCAVATION 4. TYPICAL SECTIONS--PAVING 5. PLAN a PROFILE-BEGINNING TO eo+oo 6. PLAN a PROFILE-so+oo TO 90+00 7. PLAN e. PROFILE -90+00 TO 100+00 8. PLAN a PROFILE -100+00 TO END 9. , SPECIAL DETAILS-DRAINAGE STRUCTURES 10. SPECIAL DETA!LS-APPURTENANCES I!. BRIDGE-PLAN, ELEVATION a SECTIONS 12. BRIDGE-PIERS NO. I TO 7 13. BRIDGE """." NORTH 8 SOUTH ABUTMENTS 14. BRIDGE-ABUTMENT 8 PIER DETAILS 15. BRIDGE -DECK UN ITS 16. BRIDGE.,... PILING SCHEDULE 17. BRIDGE-BORING LOGS, SOIL DATA, PILE TIPS 18. BRIDGE-RAILING 19. BRIDGE-STEEL RAILING DETAILS 20. BRIDGE -18" I.D. WATER MAIN SUPPORTS 21. GENERAL SOILS DATA AP PROVED BY,_~~-~\;;..·...,'~~:.__,~::-:::--===- Pu.suc"~:?::'IRECTOR APPROVED BY,__,~=-""""~~~~~~~-;,'-;;.==== COUNTY ROAD COMMISSIONER AS-BUILT c.N,s" 2 12/15/64 STATIONS BEGIN 8 ENO OF PROJECT POA BJ A REVISION DATE DESCRIPTION AGENCY INITIAL PREPARED BY . PORTER, 01BRIEN a ARMSTRONGi Consulting Engineers I 510 31 ST. STREET, NEWPORT BEACH, CAL I FOR NIA ' II REVISED FIRST CONTRACT-SHEET I OF 21 -{Ml~L VARIES SALT WOR~~{/~ REDw'OOD HEADER lb R/W LINE ,._ 1' I I V H1 (MAX.) - LOADING BERM / 10' SHOULDER . 19' 66' 66 1 '3 T RAFFIC LANES @' 12 ~ 36 10' 10' 3 TRAFFIC LANES @ 12'= 36' 2' ' a' 8' 2' I .---1 ' ULTIMATE CROSS SECTION 'l. ULTIMATE CONSTRUCTION 44' POINT OF APPLICATION 10' FOR PROFILE GRADE ® VARIES ~ 811 BELOW PROFILE GRADE 1 "-HINGE POINT HINGE POINT-------- H2 LOADING BERM H, J01NTED PIPE RISER--- MANOMETER STAND---- SETTLEMENT PLATFORM\ ' 88 + 5 0 TO 93 + 00 it. ULTIMATE CONSTRUCTION 48.51 POINT OF APPLICATION 10' FOR PROFILE GRADE-."" 2''!., ~-- 811 BELOW PROFILE GRADE HINGE POINT VARIES HINGE POINT ,.,,,,..--... _________________________ _ / / / 79 + 50 TO 82 + 50 , ~<t EXISTING ROAD 4 48.5' <t ULTIMATE CONSTRUCTION 16' POINT OF APPLICATION FOR PROFILE GRADE JO' BEGINNING_ TO 79+00 It. EXISTING ROAD -IO' LINE SHOULDER I I ~ NOTE: TYPICAL CONTROL DEVICE INSTALLATION (by others) IS SHOWN AT LEFT ~ ~ ~ -----------~------·-- NOTE BEGIN LOADING BERM N RIGHT AT STATION 82 + 50 ( PROX.) PREPARED BY NOTE RATES OF CROSS SLOPE ARE SHOWN ON PROFILE. SUPERELEVATION IS ROTATED ABOUT POINT OF APPLICATION OF PROFILE GRADE. JAMBOREE ROAD REALIGNMENT TYPICAL CROSS SECTIONS EMBANKMENT PROJECT ENGINEER . ''' DRAWNaJEcl',,1 '-DATE __ _ CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT DRAWING NO. R-5010-S :Z: 2%' ~~=-------:-, CHECKE ,o,1 M SCALE 1//ltVf. REVISED FIRST CONTRACT-SHEET 2 OF 21 . ti\ • " O-.' I Cf) \ 63' 34' 2 °/o HINGE POINT TYPICAL DITCH ON LEFT 63' ' ULTIMATE CONSTRUCTION 631 ..__ _____ 2_2_' ___ ·-V t. NORTHBOUND LANE I --------------~_EXISTING_§ROUND __ -------------- 10' IO' 121 22' 4' s' 3' BELOW PROFiLE , GRADE 10" BELOW PROFILE 100+00 TO 102 +oo POINT OF APPLICATION FOR PRO~ILE GRADE 2 o/., I ~it ... ULTIMATE CONSTRUCTION 631 I%, SLOPE HINGE POINT -------·--------------------• ----------------- HINGE POINT ---------------- HINGE POINT 34' 631 10' 22' 1011 BELOW PROFILE GRADE 98 + 50 TO 99 + 50 DETOUR l61 POINT OF APPLICATION ' FOR DETOUR PROFILE 2•1 SLOPE "-611 BELOW DETOUR PROFILE .,---'t UL Tl MATE CONSTRUCTION 631 FUTURE . EXCAVATION -------------------------------_____________ ...,,..-::EXISTING GROUND ________________________ _ 341 63° 10' 4' VARIES 3° BELOW PROFILE GRADE 6' FUTURE EXCAVATION ~ !O" BELOW PROFILE GRADE} 96 +50 TO 98+00 .IE.. UL Tl MATE CONSTRUCTION 10" BELOW PROFILE GRADE 93 +75 TO 95 +oo it. DETOUR 16' I POINT,Of· APPLICATION \., FOR DETOUR PROFILE -2% ..........- 6" BELOW 2'%, ...... POINT NOTE RATES OF CROSS SLOPE ARE SHOWN ON PROFILE, SUPERELEVATION IS ROTATED ABOUT POINT OF APPLICATION OF PROF! LE GRADE. IA REVISION REC.SMM,ENDE~/,,f /J. PREPARED BY ~ /5. ~ PORTER, O'BRIEN 8i ARMSTRONG ---------1 Consulting Engineers PROVED'-' ~ 510 31 ST, STREET, NEWPORT BEACH, CAL, k--r"<-·~\.,_. ~1=•-4~~--1 PUBLIC WORKS DIRECTOR SUBMITTED BX ,-, ,/},::' . R.E.NO°lfi;,J L,,r. <:z"Pc. M' • B, DATE PROJECT ENGINEER /'?" DRAWNRc.~~ -~- .;;""f -"---a 12/4/64 SLOPES REVISED P.OA. C. f G. DATE DESCRIPTION AGENCY INITIAL JAMBOREE ROAD REALIGNMENT TYPICAL CROSS SECTIONS EXCAVATION CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT DRAWING NO, R-5010-S REVISED FIRST CONTRACT-SHEET 3 OF 21 t--;;----c::;-------------:--=~---!.4~4:___' _______________________ Jq;:~ Ull/rnale Conslrucl/on I 2' A' ----,-----'------------;------=4:.:4:....' _____________ _ V f.2' f""' G /Q' /0' I' IVOTc: Pro/i/e Grade Pro/i/e ~I II I I:? ~rrea/.;,d Shoulder 4 , See .Sheer /0 /"or derails or A. C Oil'c/-1 ond s/Jou/d<?r: / ::;, , I ~---=~:.._..-i---------~/_,c:3:_' -"-----+' __ ____!__:_/.3:::'.....:.._'· -------'----,+....:3,2_'_-1-_;,::;:2'_ AJ /20/r Concrare /Jgqrego r<? 80._:.::<~·e _ ___, 88+50 TO 93-i-75 4.5 7?-.?0fed 5/2oulder___.--. _.,/' A. C Ditch -· 13·,4_c. l ✓ V:01lcn' if "~-3 II. below prof/le grade I -1~ ~ U/llmof<? Construction TYPICAL I SECTION-DETOUR L____________________ 4& . .51 -------:-----==---------------------..4.. ~ /2' 28' -,,-,;=~10·'-'' ri;"t,Ya:~::3-··=····,33,, ··=·"·=·· ·=T;:•ri~:::e·~-~o~~-~.l.·e··:-:--~.d'·~· ··=--:~.s·~·· <.l'~·-•·,I'.~· ·,~d··-~'.~f·\·=· ·;:!,. ,:::;. ;3· ·Zc'·=:Z· t'1·,;;::· .. ,lJ::;"§:2L:Z'::;:;:z;;::==J2~0§1/o~22~~=:LJ~/ cr,';i{(~trr;)(((,) ~ '·)'... t,)lCrn-' --... 1:;••,···•.·.v;• ... ·~···,· • •• • .• •• _. ·' -·: ; '·--·;:.. ;: ..... ,.~ ... -.·-·--.-.. ;·>-,. · Nore: ,Field ac(Jusl profile grade ror BYPASS lo pro~ v/de lull widlh cul sections"#here poss/bk,. TYPICAL BY PASS SECT I ON TYPICAL PAVli'JG SEC1'iONS-MAIN ROADWAY NOTES: Pov?nqS.?cf1on.:s .show/1 at5ove h-/,1.4/;tl l?O/IOUl4Y ore> .sutxect to cha11.:7e. ,J::lnol th1d::,,;,ess w/// 6e. n?-de.s/7/?ea/ U??e.tl ,n:>oqh :Jri70l-'7y /.s (:omp/etecl @ Rates o/ cr,?.ss ..::;/ope O/Z .shoa,n 0/7 /Y°nk. Stf,Oe.re.leva-!Jon /s ,rotated o6ovt po///Z or op,,o//cobon orjJro/f/4 yrode. 5/2ov/der cross slopes l'natcb Mori? Rood=o9', vn/e.s.:; noted f/orie.s Ex/sling Paven:,en! [ A= ~ ,, C _, 0 . ~pnau orx:re/E' orJo ,f_)ase A qregale Bose TYPICAL WIDENING (EXISTING JAMBOREE ROAD) PREPARED BY .\ I. <':-_,, 6 i I i . ., r·. 6 TYPICAL DR IVE \"JAY REVISION CHECKEDD£t<t SCALE NONE 12/4/64 ADDITIONAL PAVING DATA P.O.A. C.F.G. DATE DESCRIPTION AGENCY INITIAL JAMBOREE ROAD REALIGNMENT TYPICAL CROSS SECTIONS PAVING CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT DRAWING NO. R-5010-S REVISED FIRST CONTRACT-SHEET 4 OF 21 • _j ·-----;~-- , ____ ,__ _ l ----L ---I ':.-----] 60 ----·--·- ..... -I I. l . ··1-.... j j 4-, ................ _ --·· ..................... l·· ,. ' .. 1=1= I •••• ---'r·::·I>~·····.•·--··· '.,' I~ I I I 1Cl;)1 ' l¼:51 .• _, • • .. ' ' I .... I .. I ··+·I. . 1 ,· "' ·•·.··--. -• =· I I 30 1 • · • · , • __ ] __ ,, -. • ... ·-+--'---1·-· .. ·-·-·-·----·· • •• --·····---· -·-· ........ , ... , • • • .... , .. ,,,_, ______ ....... ,..... ... ....... .. ....... ,, ...... ,_, <\j·--·-----·" -\ti-·----·--·-~·!<)-· -·-···-1~---~-"-'-=i=-------I ... · --.... 30 rf:c.: !!=JI' ·:~•.t= .. ,:·::=·~E· ... ,. • 1~•c~,~~]~2·r:::•,=,.:::: :::~:=:::,r::::~:·r·:::r .. ,:,~·.11= 1~_:l::::~fr'.~=~l~··+~-.. = ==-: C .. "_:_,~.:. I~ • I = i tS"xishnq::. Grqc(t:'~;c,)-"~]~:-= 1,.. . •• . • -.. ' ' • I ·-i~--... !~·.1 :: IN ~ .. : ::: :~..=J 1Q_I:-:--=-~:; :::::~f~Uf,~ .. ~ . .-1,-_: • 11.;~~+ ' • I . ..: .. ~:-:' ' II ·=-:~t{t..:.'fi.:..:::·.==-· ~.1l1 ... '. ...... ~.! ~·--~-i-:---, )-~--------------~~---i-·-f---~-1-~1--i-·--· 1 ·{·--~i::-1 --j-l ''--..=f==:.. •-... -i-... -1----f--··1-~1-1---j-----•~:-,;--,:::::::::cj:;,c;r::~C -·· ~ l ___ (___ _L_' -1-~ ··r~\11---;~~-::!~. ' • ~) _______ , ______ J_-'JI___ -J?\-~t--~------··,-J:-.:"\ ~ (-.:1 :::~l~_--:-1~~~~=,· =-::::::--.. r: 1=~= '1=I:_·crl:: ~,~--;--:: :.:: • :: ~~~}::=f:::-::.r::::(·'''.=== ~·. ;I '"f:;:'i==l::t' .. ' : .... ,, -= 1" ·::,·__ .. ---=•:.::;.::=;c.c,.,;·~·~,·.~,i:::c:::' ........ _ .. • '=--' .... ::· ~'1·= :T_:::c:'.-:-==·:1 :)=:..; -: • .. I .. 'b.2--1,,;,;L-i~;;:..£--~";Ll~;~1:;~ : ::: I . • :. ::.:.-:;:u: ... .;· ~~+ .. =-=-!: ... 1-l~{:::,: -; .. '. ·-r~i .. )::-;:--: .:. •. ~1:-'::~;-~~~.+::! ~ .... • ' . ' -:c '. • •• •... I' ' I . ~ I : ' ----r· ... ,·--, ... _. . ' . ---.... ____ ............ ·.·i=f=:ctc.:.=: ..... '· . .::·-..• ::·:.1-.. . :.· .. :: .. ~.. --= .. ·.·' --.... --il.l,·,;',:';cc,,1,'1:,_,_.Q/'.cr:&~l" e J ... --....... -----=----.. ,.. :. ----·c-_::~_-.:..._ .. _-c. ... : .. :, .... '.=:~' :.:.·, = ==--: ....... Rl-•=t·-= -.. ' ..... Lt\;j .. ..:: .... .. ::·:--J. .. ·::f .. ::.:\·-..-F-==•: ••=-----... +.::.J. ·:·:f:= ... ,.. •• ---i--t. --·· L_-..t ·•·r••== .. _.. . ... .. . I .. , .. ·=-t=-+· . 1=.,--.. =1•,•==·+.... . .. r • -j.. --1----.• . .. II(}i'1~~i~ ·:::1:~1 ,, .c:•: '"· . ' • (·: .. :_: , .... I = I·... .. I I ' ' .... ~ I ... :L•::.j::::•.' ' .. :;;;; ~~ . ' I ... ' -·,-• ' 1 .. I -' -.. J ·) ----' .. l--'JamForee h'odd 1Prol,ile .. ----.. n.. . I . I . _-_-,... . ••••• ·:::=1 :.. •• .. .. J .. ::~ :~. ::~=' .. ... ' = ... _-_-1:.:::: ·-........ ... t = ::::. '.. . . f::·: ... • ,:,=J::=..-j='f:::::1-·.--. : ~ _-.. I ----.. '. ~: .. ,= ... '. .J .. .... , .. : .... :.: •~1 :·'-f-~ .. = .. : .. ·':. • .. ·=1' .. = I .... I •·= .. I .... f .. :. ... ..... .. .=-=-·!--=~~~.. : .. ~:: :•• =+ .. --= '. .. < .. ' ·--:~. ·~,;. c:,.n':.% _: .. -... , ,.--_ .. --, .=::.:. ~ .. ~· ==:::=:: ! ...... ,= ~.: --1,::::.·=.:. : _---·•1 , .... I·1--= .... , ..... , ... ..; --·~ .... ::!.. ·1--.... j ......... -........ ·7--··'--• ....... ~ ................. + ...... , ... + .......................... + .. --... ': I'-.·---+· ..... -. ..:;::-::·,-1. ·:::, 1--I·:)--,_-.. ,: .... ,·:-.. ·,. · .... , ......... , ..... , ... -.,---,=e:.;:;, .. ., · ...... ;,t,:/2;t'.:..,;.:;;.u:. ........... , ........ j .. •1-.. l· .. ·-!-.... 1--.ic .. , ............... I ....... _. •• _.-, ····---'"--::--:··r· -----~-~---~-----;..L r-: 10 / ._,., ..... ·----·' ........ , ' .. --1··· ....... , .. , ... j I .... , 1., .. j ...... 1' -•.J-1--J ·-'. f ...... f ........ 1-,--... , ..... • ..... , ...... ,-,. .. , ................... ,--+--··· 9:f"-1, .... +l 1··--i ---F!-·-......... j ....... ,-........ 1 ..... , ... _,I' •. I., 0 +----+=1-+-l-+-+----+-"-·+-l-+-l-+--+- i =' / / / / NOT£ Aqv.5/ 7:h:::?a.51///0,7 6e/o.;r ln rhzld ra provide smooth ridin9 svr/'ace ,/'/ ft? c=~ O Y c= _;;;,-/4? -4 .r= ,,.=,,,-c .5' T..-E" ,✓,z:;' c' S 4..5' 0"7CT E 0 / /--·------------------------------------- 7/--f/:5 Af-10 CON5TRllCT 3PEC/4L OROP /NiET----- (8't.erl} --------- ... 'c X i.:r lin9 // DRAWN 0.6M. DATE ___ _ N--0 ... .. w:cc P.O. A 8.J.A. POA. C.F.G. AGENCY INITIAL DRAWING NO. CKECKEDalAS, SCALE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5010-S REVISED FIRST CONTRACT-SHEET 5 OF 21 I ~ \ \ ' ---~ ••• •••·-IL.. ·••-1 •• ·• H [ O -• •--· +I ---'j--cc:II_I ("\!;I~1~ ~=E~i=-=1~i~at:-~; .... ~~~:-~-~~:~=t~--t:=;J=-i1d-•=1:1 , F -lJ-·t i:,:.. Ht . <j t: -----,'--,t11,.:\ ... ;-::-.J=.+-:=!=ii•1=•:• ic':=:-=:! .: i==:r·•:: ,.,,,,, .. ,,, •• ,,, • .,,, .. -1 -=-=•·•···•~ = i~tif f ~-"C • .-J.:•--c1'= ct":' i•·-••t '· -, ,:;1,-:r:/:.:?')',il--:;.,--,, -5= __ '. ---------::---.. ''.::':.: ~=i1\}··11t~ ie::t r=r:--rt. (-:-~.i::-v✓'~V':0-J:~-\-----------:~-~ ---_--. =:~j~ttt{1°~}; _• :~ -. --~~•--•• •--J =•<::",t•~; ;:• "-----•--, --.,,.7# _---E , __ ... : --------- ---'---------------------EM ENT ' ::=-1t~Y : -j----1------------~= -... _ ---, -----"illll--' -I I 1 4 I ' -·· -.. , ·- 30 • •• ~C C J:_r C; u;=;-'fft;1t-ci:,1 c ·• (J,:[,1;;,•··· ~lc:ct·:·::·; ------- - --·r·--.·-;:·_-i-----1 1 I----,.::-·I --• •---/ -•--p;l'.i --"----'---'---t !:\IE I ---'-. , :-:,;;_, ____ r. ----------:1 --l'lj_ F--T''-+c.-·+1··--'-11·: _ _,-c_-=ci_:__:_cc -, -'T--' --..-: -f_:c, ----:c·--,·:::r:-.:::: __ ---:_--!_ 1:__-1---1,.::-·::::,:_:_:_':,_:1::E=-~h--f--+ 1------1 1·--: I I J..f.:.12:1·· --1---' -----1 --~------~---------------- 1 -~--:-----1--'r':=J~_::---~l~ ~---=1---i-::::---:~--:• ___ ----c,-1 _--_____ ,+.i,:c· --~ •,:-1 ·• -• --:•~ j ':,::···t-:·:c:,·:-::-,_c ___ ;_•·.·· • ••••••• •• J_l_~ l ~: 1~ •-1-1 tr .-.u:.r. ~+ r· --~;;1 · 1 !-<•----.30 ----------------I ' I I -_· L.:: .. , .. :;:._L::_--t--_-1----·1··-1____ --------:::----c---r:"::::;: _____ __:_j __ , __ , ___ ,_ I --I --1----------1 --!--j -• • • • -••• • ---L-i •-~ :-:-.---•• 1 1 r:i--.-, ·+ 1 • -11 1 :1 .1.., •·--.. :r.-+~,... -1.-T 1 ·J' • -• •• • -• • • •-_. • ·•• < ••-J•-••;c,;-.J e,_,-, Ille o/,5,i'B2,ttt : •••.~. -• i" ·r 1 = :"· ""i----'--~: ss.ll: ~-.~~-·-• :=;-~f0 ,~~,.c~ :.~ : .... , .~, r i-1 r1;J• •• "-'"'['-'.--_, -----------·-_-. --r--_---,, '~~ ~ :: -• ;-"C -· ....... ?~'" ;. --~'..:"1 .• ~=bl, IJ.i/.l~ ~~.c;;: ll! ! !T... + -··•--•·i~~~j~= •-• 7--· ., ~ , 1 : • _ _ uc·,.c,-:,. l ¥---• • ,();••.eei"ef-• .• •:cc, N .·. . . . · -B - ?O ~---• ---.:::·,--± ~ f_: --f~ t-__ ::_ j: _,::,::__:,:--f • Z f:Ptf~zral['a,:2,--/Z;S2 . .t.p-~s'.-,::-"'4 __ ~ -i--------.---. ---------:; ~ ----I ---------~---__ =cl_. __ ---J-= ::I --·:::-I·:---,--=-:, .. : 1--_.::;c_ ::..:Y--, ::., _ l===f::·-v:::---1 :::-_--.::.j::: _____ : --.::. I ----j • --C'-' -__ --I I'-1::.. -' --,~+ -I ' --------I_ -c=---'-,f----- • j. F ---•··"·•-1-" --r "•<-•ce,~:-•-¼=-c 1 1""1 " "• • l • --. ----/?'1. --;;r~;~tJ=~~-rr~·11c(-f t¥t2:_~~-}~2~~ : fij;~---: ic·•-· -+ •-==== ---~ ---- (0 I. Uc·,.,LL, j-1 :L·: "U .= ; I Ji '·•• ;-.! . • "" ·-····•• - : • .[•+ ;. ; " •5• , -. ~,_ ---;,shnqb t 0 L~: •• ,cT I-.: cc! 1#-j.2!',',cSUPER -• J.f 1 L-.--l •• • -~ ; : ·•--: ---_----.-::•--=:. -,.--~ -cc •-L-.i ···a. ---1, -I -__ _ -___ -__ J.,iiiibo1cee;J.crOO'.J _ "Jf0 --:-_ !_ __ 1--__ 11 --1-= 1 -----1--------... 1. ::-=------',,,__ ---, --,. 1 1 ------ -1 =.:..... :~-=----------:::", -_:J-j ~-1~ ~---1-----1--A---, 0/ l ---<----~--_::t::----~"--; ..,::--' -I 1 - ----, __ I -: i _-·--=--,::---"-------" ,_ -----0."-58ZG--c.,,-,:r··1-'-'i"-_-.--:-:-... ·l=.r---=,1.::. -----1----------------_- \ I \ \ \ I \ I I \ \ I \ \ I \ \ I I ------ \ /n:sfo/15<!!:.r Mefo/8eom \Guardrail '--------- 90 10 0 / ( GO 40 zo '.c-~ :cc..,::.j..:.:.C::_ ..::;.:J_. - . ----t I --~---+ --"t--t ------~---1 -l -----I -1 ---. --\ I -.. ---_-_ I -. --I I· cc.·-_._,_-_::.fz1::=i,==i=::=J=1:l":=f:cj ·=-.. -.: =~ . -=~-:-:: ·; :-=c:::·1 ~~--::-T-~~ :;:_: -! • ::_·_ I -::f __ _;-,==:J_ ·:: .:r· ::.1-• .:;:. -1--·~i--:·"=::::':=-=I .,L. ::.,· ::J: ___ .\._:----~-'-11 ::.I:: --~ -------......--~ -t ··1---·--r ~---'--I . -t --1 --r-·-~L---r---------___ L , __ ' -' I I - - -~==--.::.,:::t=-=-~---1--------~=-~---f"~-=--t----_ i::::----1---=~---=--~-t =._---: ---:--~~---~-! -_l --i--~.---:-___ ~:,-( _-l---__ 1::: __ :t-:-_ - -C:---·-j··--J---1---,:::::;;l ___ ··1· -i=--. ·-,-•. --'1-------------.--------L·-i-·, ·--' ' -I -•. -' • ' ,,,0 =::-:1:c::::;:=::.c::.'··::-.ic.·-1-..::' -1 1 , 1·.c:. ,----f ·•·--1·---,-·_::-:c1·--:: ---J 1·= ic·--_---1:.::·•---·-:.._·----1-~-1--1-·::i::-··f--- 11 ~-1--~-r----,-~r ·t· -1-'--, ·I· 1----• -.. 7 -1 •---J--------., ... ---4 ,-:::---:::.:-···· ··1-··_·-_ ~•-; :01:s~~ec~-~-;••. :----~j::;: ~c:~;_;~~~fc-;1~~JC' • c __ 0 ----{----~------f_~-~~~ --::r:.~~-~-~---------:----.---·--· ==-'.:~--=· ----~ -------. ._. ·~·-·---··----- --,.-·~, _____ -1 ---+--.-~ .. -·---.---··--i---------··-··-·-··- (;J --¾ -r--------1 -1--f-------• -----,--r--'cj------"---1----------------. 1 --·:.l;;·-r-: )~ bc:2_=:J=. :=--p=:~7-r=,~-!_j§lF=::f~4c:~1:-',' ::c~~ t:~1~:::: =:=,l ~~~~--~~,g~~GJ~1;:,; ~~f::~~f t1t::~l=;1~;7R: :: 1-~ :'~--::\~; ·-_ ' -_ 1_-i :=-+ .:=r • ,_-_---: i __ :_:: f:ja~.: 90 91 92 93 2' 11 __ 10 e ,z-.f? /:/Slope I. . I • .3' . DETAIL DITCH Bi DIKE CONSTRUCT A.C. 0/TCH 90 -100 TO 94 fOO l?l6HT SCALES VERTICAL !" = S' HORIZONTAL 1"=40' L} PUBLIC WORKS tl!RECTOR R.E. No" t, DRAWN .0.E.M. DATE __ _ CHECKEDtLfl.'.S. SCALE rOR CROSS-OVl:R OA7A stt Sf./EeT 8 JAMBOREE ROAD REALIGNMENT PLAN AND PROFILE so+oo To 100+00 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT DRAWl°NG NO. R-5010-S REVISED FIRST CONTRACT-SHEET 7 OF 21 ~ I V) 10 ----------. --1 ·_: . . - - t"::.-:':7 -r~ , --r--------·-·· -------;---.. --+---1-·-. .,, .. .. ..... -: ·-:' --~ . 100 /00 fSO CONSTRUCT SPE-C/Al fJROP /NLET.s ... C:::W C/t.T/MATE ~ .. IOI .-----CONST;?t/Ci LE.4CH/N0 PIT_ ,---·--[ ---------··-· --'. .. ... ,. - .. -----,-- .. :.:::.- 103 80' - '" \ \--Bvlane lank ,1 I C leano,lf Se/ollc Tctnk 4" v.c P. DETAIL SEPTIC TANK AND LEACHING PIT I 1 • /<;7 «-? ,, I 1• ¾"¢ 2/" I ,--_;;::::::::::: I ii/a"R· 26" ' ' ~ C II] , Ir) q ~r " END VIEW Snov/der Co//aroi"' ?" 60/v. P:Oe ~ f Weld f {/.?"K 6• 60-/v.P~e !:'"LO. ~R"P/afe ~t ANCHOR ASSEMBLY ~ ,t3e.,/k/2eod /46, 1Q. smoo f/2 14 .6 lkh d 'fh 90.v. ll ea (L// rein. r: 6ead..r ,beoa.'.r • -/4Ga st77oof/2 90/v. roper tuif/2 reint: .....,,.......,.-~-··· ~ I I I I ~ I I I I I /P.., Spira/ C tvlP. I I ~ I -iapered ova/ l'nd?.I ' e:.o" ENTRANCE TAPER ~ STA. 92~75 OVERSIDE DRAIN 6~0u PLAN NOTE: Taper Joints maq be tue/ded or r,vel'.ro' • Hinge Poinf PLAN r See /-/o,,d/e Oe/o/lS l':lereon NOTc: l?ound .secfton mot/ be used wiln E'.5"/op @h'//J ,t' o''cleplh. A. C. SPILLWAY' ' I .i?!,,.OF' . 6H Ef-O '' 6" . ··- A<}- ' -~~--~----7 C l.o I I ~ I I B I 1-~, ~ \) . ~ t_ I I I I . ~ ! I ~ ' I i > I . I I ' ~ I I l ., I l--·· I\, ' I I I I I ~~f--· ______ J ' s I \a I B I . PLAN \ ~l f 0".c3arJ- . "• . ' :; .:,.: ~- r·,__1 ~..P,• :::-.. _......._ __ ,___----,... ~-+----~ "'i I lo i H4 Bor ends lopped /2" -ll<J Bars@ 6" cfrs, boln@Cl.tj.5. Cover ro L,,., /naof? 11? fwo secfion.s COVER PLAN 4' 10" - 6,,,, 3.! /0 /Y 6/1" r----..7!,?" CJf?t:/7/r/fl _____ _:~ 1-- . ,'1J''Z3 ,..t!:11 .. .. . ; ·.~:f~.-.::-~: ~ ·-~·!·~·~ {~; (."-'. ,:,; • V :,~- I I l I • • • !) • ;~./:. :: ·.\·: ~ i I i"' I I • .. I I ! L_t / I \ "\ ,t ·~ ' ~ I{) . • I &rs)_..J ~ l / ·c .. ~ ,, I 2" / ~~ ~ ~ / Tqp. I \ .,.,. I le~• LJars -•.:..---... . t .. 'lJ . I "' ;,· :.:a. I . --L.-___ 1---. " . . ~ .. . -... . . . ,• "". f"',••': ~ ;~.,-:::::~ -'---+---/:::~ :~-.. ~ .. :~:-/·~: ·:.!',\: ' 1 6" SECTION B-B '?e" ¢ 60-/1/onized LI !Jolt Hond/e ro drop //7 recess /n cover HANDLE DETAILS ' ELEVATION AND SECTION A-A STEEL LIST .ORO.O /NicT SZRllc-TUl?E 3-'A" Bors, 4•-.:5" t:ong E' o -';!3" i5or s, E' •-9" t!.onq 16 • 'C" /Jor s, 3 ' -9 .. Lon9 6-O" ,Bors, <1'-/CJ" !.on9, t"//lh S" 90" Bead C0/1/CPETe COVE-/? -2 cfors, 6 '-o ., C:on9, OS per G.ov<?r Pion 2 LJor.r, p•-cs" Lonq 8 LJo-r s, 1·-a" conq ,XLIMMATIQN OJ= Qt/,4NTITIE.5' /?einrorcin9 ...Jfeel -/40 Lbs. Concrete -/./ CY. ,, .:;;, , ,, 3/. ,, ca' ,/J,, , /-,L)n9/e, 6 x .-., ~%? X ·,/8 , ~ -,v <-0/?9 SPECIAL DROP INLET JAMBOREE ROAD REALIGNMENT SPECIAL DETAILS DRAINAGE STRUCTURES DRAWING NO. CITY OF NEWPORT BEACH PUBLIC. WORKS DEPARTMENT R-50IO~S REVISED FIRST CONTRACT-SHEET 9 OF 21 ( \ . ' I Appr-ooc/2 .• c:5-Jor-d Ko//2;:79 /veep Pee;:_-'?? A,;/e/0/ b'r/d9e .-E'C?/ //Oy' ' ,50' • //0~] 501 FLARE -?33' • r---/,5',e'' /.0.5' aoo·· (i*6" ~---· -11_ --/0~" /I ~ I .f:? 6't::?9e \ I ll.S Srd J'7A" /.:12 • ~-.. ,ess,"': .46 r. ~ ,.-;f,; "R rT51p) SECTION THRU RAIL ELEMENT ' /?5' .t /?5' I /?.5' r ' I /?.5' .1. /?6"' -+-·:".'?'?'. 100 1 FLARE NOTc''"> r/ored Guord K.o//Co/7d///o/7 Showa ✓5 /vr/Vor//.? e?fc::Y o/ "'' ' Q b' r✓d9e O /7,:Y. A' /S Oc:///7. e/7d o/ 8r✓d9e /275/0// /00 'rhre o/ O/?C0/77//79 77"-o/hc 8/de on,1;,: MOUNTING Terl??inol Seer/on C:op on Tral't'/c race DETAILS G ~ ,L?os/ o/7 J .o' /"/ c:?"9 e --------- 8 "x 5" /?ougl'J X .:5'0.r. Posr·-'-- ' ~ ~ GUARD p" 1 . ~ 0 " 'O . -- ~ '-:• lo ;' .f:? {/ R ,, ~"rK{I ,...._:?_"_ I <p I + ___ 1 __ ·---------i-- TERMINAL SECTION AND RAIL SPLICE RAIL DETAILS BLOCK-OUT DETAIL i : S/Joulder 6" Z'; c;: # Tra.f'l'tc C:.one 'i4.C. Dllc/2 ll/he/-e 1adlcoled on P/ons- If /nifiol Roodwag /;?' lrarrlc t.ane •--Guide Marker CROSS SLOPE LEFT CROSS SLOPE RIGHT A.C. Difch whei--e indica-fed on Pla.n.s ' \j '' l\i • • A SHOULDER .3-.:i'" Ye/low Rerleclors -f1//2//e Tor9e/ /"' C/20/77/er . I I 609e 5/ee/ Pos/ r, 'YrX "'11 VrAt r~)' (,'\\ '¼l ~ I I I " I I I I /he, ! I. //4;:.ef'. ! I I I I £ !f:-ef' Or/1// j .5{,;,,i I I I Through I I SECTION A-A I I I I ,_;, DETAILS 8" , I ~$"Clear .f:'e/'/ec/or -t---1-o • ,,,,.-WIJ1le Tor9el I ' 0 I I I I I I I I I I I I I I I i ~----'-" TYP. AT BRIDGE APPROACH TYPICAL DELINEATOR CLEARANCE MARKER DETAILS RECOMMENDED PREPARED BY ' d ,,,-/ J:t f' PORTER, O'BRIEN 8 ARMSTRONG ~;, tPh trtA,,, Consulting Engineers ~~VED • • 510 31ST. STREET, NEWPORT BEACH, CAL. -~..::;,¢-c...l\ :...?>~•1..·S.!.f)_,;s;.,,, ,..,.:,_, __ ;\PUBLIC WORKS 'DI RE.fTOR SUBMITTED B~,? /.C} ,u7 . • R.E. N • ( // :r__ ... cz!-''l it CHECKEDDEM. SCALE NQNE JAMBOREE ROAD REALIGNMENT SPECIAL DETAILS APPURTENANCES DRAWING NO, CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-50I0-S REVISED FIRST CONTRACT-SHEET 10 OF 21 ' V) ' /Y.? /I I . I-' 'J , I EAST ELEVATION SCALE: 1"=20; -10 ---20----- ?be o.r· S/9"'7= ~/./.7 PLAN .,..,-1.,b/='. /6'-..z-L7 ,::;2;1/,::7"/=--~,:21//7 /?o/ Soo~/7 10 ------------- ~ / S ?7 /.7 G7 G ,r-o L1/ /?d Sb" ,,.-/"7 c e SCALE: 1"=20' I \ .c.=...r /S/' G~o /4--" /7.e::7" L. I .,...=o.......-~?7/?77L.4-77 ,-w ,,.= e /?'C" /' .......-<.:7 //0/7 <'? .r.?7 C"/ .?-"/ d £--' "7' / .A--e,,.-.s See ..0-.o/e Soee/ /VP. /0 TYPICAL SECTION PIER NO. I THRU NO. 6 FOR PIER NO. 7 SEE SHEET 12 61/,c?/ .,5'.<.7",...,-;--/e/- ,..;:;?',::;,-/,,Y/"?9" ~,,=e ..7 ~~~-d8~ l i"f~k .,...=o.......-~/7//.77«://?'7 ✓,:'p LLJ ,,.-='e/7e/ ,,.-o-/✓c,v7 <I"' ..4.6&-"/ /??e/7 /.'.;e, S cc= /27'..o/e S./.7e e / /V-9. / c;; I / i ~ ,E?oorp ~C7-y' 5 c? '/7"a C?/ r""7 a.o" s e Sc;;· ~.rs/ .-= a ,:7 se /c' /c."" /l--t;,,r' e .• ,.,..=c:;,,,.-$/ze, /VL/'77"L>e,,.-,cc' ~L7,:c:-/aG7 er /?/?'e>s See"" Saee/ /V.!.? /c;; i I I I I I I i LJJ.J TYPICAL SECTION AT ABUTMENTS NORTH· ABUTMENT AS SHO\IIJN SOUTH ABUTMENT OPPOSITE HAND PREPARED BY 0-- 10 -- 10- o- GENERAL NOTES / C:cv7,.s/,,---c:1/c??b/? F" S/,:;;r o/=c s ·Co,.,}')'0,.-,=,,,c L?/ ,v / S / 0/7 o.r" .--"71/,;;;7 a~ c-:,1/ /.5> C: o ,:::= C?.? ~ o /7 ..u'C'..S/97 ..4..4Sh-"O ~c:-c::-,5. /,3 G/ r c:::=;-qa//7 .c::= c,;3/ )';1/0/7 .,J c Oc?,:::7,?/79" C/ C7.S s ,,.,,,✓•• c?O,S / c;-:_: a'"¢ .. ?. S/,,-c>.SS' C/C?'SS -4 Co/?c-e/e. 3/,,-c=-/?9"7/7 r,-c <If" c8 L/"'7:,1/S = c.::fOOO _.....a .::S: ✓,· rcco:('?Oo/S/:??~/0 ......?e/.?7/S,,---c/?79" S/=c-/ ?s = eqooo_,.a.s/ • Soc?# .o= ,-77 /=,,--/??c::'"'c:?%0'/e G,,...--o-c:::7"= ,E::Sao--41/ Co/7,..-0,,---r77 /o -4...5' _;;r-4,-/ ~=c-..50 .4/,.::5"'-,E..4...:?0-.5 ..3. ,,...-=o,,---...--= -= ..s / ,,-Cc' s .se '"-7' LO,/? c-,,.--e / e ~/7 / >6-- Sc' e /Vo/es S..-?c~e/ /"✓R /..5 4 /" C/?C7/.77T=,,.-0/7 --4// .c::::'r/7osee7" C'C7"'qes o /" / ..--7c= /0/c= C ~-5'.. .-4...27 ~ / /77"CC'/7 / o:, ~;->79 ~c:7~8 ,E' .?1-7c:> C-<::?,-,?'70/--;:,-";7/C ...5'/~ ~ .,..L7 = ...7 L'.'.'5"=--✓--/e _,,... ~ =-✓ /1/°/?y. No-fe: For r,;,v/.sed c/<!!!c:k eleva,'-/ons see drow/nf"' a_nd colculof1·0,.,s by W.r. Lever (Job #-tt,t,/.29) Ir/ Conlr,:u;I 847 .f't"/e. • REC MMENDED ··--·--~ )z,U, JAMBOREE ROAD REALIGN~AENT PORTER,O'BRIEN BiARMSTRONG 11-----'----.,-----1 SAN DIEGO CREEK BRIDGE Consulting Engineers ~P_fl~~:'~) , 510 ,11sT. sTREET,NEWPORTBEACH, CAL. --,.4\•c_.__,_l..,,. • ..K.Y.,,,,, ...... .,,X~"'--~,PLAN, ELEVATION a SECTIONS ( \ PUBLIC WORKS DI RE_.ST~ °'-.J R.E.N. DRAWNA?'L.$,C DATE __ _ CHECKED"""'.-€" SCALE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT DRAWING NO. R-5010·5 REVISED FIRST CONTRACT-SHEET 11 OF 21 \ ' :::, Z2: PLAN INTERMEDIATE BENTS EXCEPT AT PIER N0.7 ~--~C:V-~ L?/?S .V-<:::" ,✓-Se> ~ /c-/?S/0/7 C:::-o/?s/ ,✓--.:1/~0/7 ~0//7 / <.See L7c-/c::;r,::;1/ I B \ \ 14 J L5' , I t _ _J DETAIL OF BEARING ASSEMBLY AND PILE CAP FOR INTERMEDIATE BENTS AND PIER NO. 7 AT CONSTRUCTION JOINT ONLY a/ 4 # ~,,-e,-770/ ~ eL'.7"' c::/'oY? / /""? # e ,,- £(' /7//C° C-q:::::::7 PLAN ,d//e,r-,,-7=/e Sc/?C"/77'c;"S A ,r"o,,-,q:-c, L "2' OLY'/ -a c: ~2 /" ,.c;;:1/es 7,::7/ @ //7/.':Yc:7/ 1/7,:;;;,: --:') --/7"7'/ ~ -/.'. .zzr ?0" S 9'..cC/.o'.✓-e .57 o.,9 .':7"' /? ,-/ <=="' s @ s<-S" o c: //,,-P. o/ ,,c'//'e>S ,'?7/?YC-/ ,,c::, /7"7.S e:' -8 ~/7.o' / ,✓='/,7 O"S e-/ / /VOT ,::=-.' 589c 42cc ?.c.5 zoo -? ..-tr v.Z 3,00 ,,= o ,..-s,,-z e, cp .c;r c //7 7 ,e • ~?7. Pe /7 = / ,,--"'7 /1/ o /7 Sc-e ,£='/Ye S coe <7".:1//c::=' ?27.b/e S/,7ee / /VE: /G TYPICAL CROSS -SECTION -7 I _ _J /'7//C-c-,q::o r /.?7//7 d/ P /7 "'7 Se) I),, ?'6"' "',591 -~t.!8= .. ~,2-. ........ "'............ -I .. WEST END(Looking East) FINAL PHASE OF CONSTRUCTION elo /7' P/e,,--c=/c:-P:' ,:;:;<=/c:-K /V-P. @ / &' c / ,..5'CJ ~"'2 C5' ,4/ (3/7 / . 04 /..3.o'C / 2 ~OG /.:Zc58 ..eo~.-'?7' 3 B' .5'8 /cl 80 o,r° • 4 'cf, 6'/ /..3 C .3 ,,,=,,,,,,;e Ccq;c:' 5 25'. 67 /-51..;;:i'.51 /.9.9 c./9 ~c;;~-Jc~~::__,~8::;,_:::3'::::.::::'6':_+..:::./.'.;:r:3::_, :::,:/6~-l--------1 7So c'0.8. c~0.57 c/.3.3 ?9= or 7 /Vo. c?O. 44 c'0..58 20.:'74 ,,=/;-;E:-C:::-= o e ::: / o.L2/ s::: /once. -Z .. ✓✓. Ai? c"' / /\/ .,,= 0,4? C //VG 6' --4 /4? ..5' C ,,-4/ .e"' .c7 c::::,/ L c==" ,4 //e ,r-/7 "'7/ e ._5' c..-?e /??es ro 0a9 c:'. ' I ,✓=0/4? ,,='/L'. ~ c:;:-..-,,:::,7.,=,.5 @2 G) " I I /8,8/ 19. (pt, 2 18,89 /9. 71 3 18.77 I 9. <'Pl 4 /8,ll,ll, 19.45 5 /8,32 l'l2/ lo /8./3 /8,97 7 17.85 /8,25 EAST END (Looking West) ELEVATIONS 0 F 8 EARING ASSEMBLY AT PIER N 0. 7 ELEVATION INTERMEDIATE BENTS EXCEPT AT PIER NO. 7 SEE PLAN 8 DETAILS THIS SHEET FOR PIER NO., 7 '-"---c:::=/e,,,,-c5' PLAN BENT AT PIER NO. 7 ONLY r~ o/,L:?,-./e Co/7/ PRE~RED BY JAMBOREE ROAD REALIGNMENT SAN DIEGO CREEK BRIDGE ' PIERS No. I TO 7 P"LAN, ELEVATIONS 8i DETAILS DRAWING NO, CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5010-S REVISED FIRST CONTRACT-SHEET 120F 21 CHECKED~/4"' SCALE ~ l \I) ,;? , c;;-;, S' a .4 o.u-/. 1//-" 0 "/Vo. .4 007 /' ,-;, - ,z.' /-- ---~ .k?o=-~.=---=-~---,-- \ .E So.<:1/ h?' .-4"' O?" ~c= /7 / PLA.N OF SOUTH ABUTMENT AS SHOWN <5,r <7 8 8 r d ..5 3.3 ""' E<' /1/o --4 L'.?b//.??e/7/ /8' c;; Q SQ -4 b .,;:;,,-/ /77<:C:"' /7 r //-' 0 M/Vo -40Lr'7/?7C"/77 -------...4 //e ,,--/7<'.7 /e a c ae /77e s ?f;;> ,.,-,=,,,-» /7 9' ,e:· Sc1/.'7e/77c-.LZ:?" ?O "S,;:7 L'./ L:7,,,,..--e SO /1/ .c:7 _.,0-,1/ C" S /Vo/c:,>.· .0 NORTH ABUTMENT OPPOSITE HAND AND REVERSED IN E-W DIRECTION (SEE LAYOUT SKETCH TO THE RIGHT) NORTH ABUTMENT SECTION CB)- SOUTH ABUTMENT AS SHOWN NORTH ABUTMENT OPPOSITE HAND 6 REVERSED IN E-W DIRECTION ,,-,=o,.,-s,,,-z c; op.::? c/.?7 7 ,e ~a ,,,=e-/7e / /""" <7',)?0/7 Sc== ,,-,=.,,/e Sc/?e~--r"e .?27-o/e S/7ee-/ /V.S::: //;; \ G ' /0-# 7 L:70"/"' .s r' o/ .,,-L✓-.,) 7 '. ~:::, r-i-L7oL1/ o/ .:'." ,,,.. 4" $,)?_;,-.,,--~s ~ '5 # 7 L5' c:7 .,,--s ! a«> c7 ,,_-:= 0"/ ,:7'/ <.pc:7 C ,.-:1/,?G7 Co/7»'/7,::1/0L/S C7 I I ,I ·.·-· "•'·. •,• .. I I~ . . . . '. : . . . . ; •·.;•: ' ..... : ; . ·.·:. ·.·. . . . . : . ·.·: -·-: . . .. -·· .. ... .• ' . :::\,, :.: . .. . ;._: ;~ :·:: -.:_.·.< . . . : · .. ; ::_/·:··: . • . . .. • .. .... : . : . . .. ;·.,.;._, ·,.·., .• : 1: . :,_-; •;" . . ··: -:v:· .. -:.·.-.·.·;-'.". :. : ; . . · .• ., .. : . ·: : '• ; : . <-. ::.:_.-. ·.:.::.,_; ;_1-: ' ' ! \ . • : ; :": :.·: .. "·, :: : : '.4,'; •. _: ~!-::+: 3 I \ :I) ' ! I I J ~ /7.<=' / k" -~ 'l"j "' ;;/-.,,, :.5 L5"c7/' c:::= C7 .::?7 ,..,,.= C7 C-C" 1,7 o,=-~c -.·-7--7,Bc:7,,,,..--..5 I IT I ' ----~ ~' C ---r-----. ' I --' VERTICAL S HORIZONTAL CONTROL LAYOUTS FOR ABUTMENT SIDE WING WALLS L5' I ,,,--= ,,,-,=, 1'1/0-# 7 L3'c7,,,-s L?oL/ .o / c> .,., 4 S/1/r.-~~ ~ I I ro/,/7/CtZ-'./ ...5-.-,,, 7 L5'e7,,,,-..5 --.,.,c=-.. ,,. I L7 C0/7,,7 /7 ,::1/ Ob' S ,e=.p"L/'L7/ '-FL?'C#?'G7 c7 ·: ..._,I ),.2 , · . ,' : .... ' -. : . :-w • '. :-: ·.J -.L/1 .._5'?:,; 0 2()' r ... . ;• ', . . ,,._ " ... . .. ••• < •• ·: •• '.' •: ."1><;: .. · .. . .. . , . .· .. ' . . : •.• ' : 4; :": : . . ... .. .. _ .. : _,,,.·.; . ·.·,·:·· •'."'.";:;_.,;.·,•.'•·· .. . . \ , .. ._.,: ;-. . ". •:: -,:A . . . : ·. •,·. -:-::-:::1:.•,•.·:-, .. . ' : . : .• :·. ·: : r. . .. . . •.. < •. ·: :·-·:.,-: •.. ~:·:-L ·.•j, . I /' . , . ; I ' I L v--5 L:3'0-/""" c=L?c-./.7 ,,.,=,:;?"CC;" 1/Ck'C / q 5J ;7-# 7 L:70"/7.5' L0/7/,::1/?L'.1/0.c:1/S @ J, c<?c c:;,, \ . v/e#4 I I / C c1/ ,,,,-/ "'77/7 &:::1/,::7// ...5'e e ..L7e /." ' ' -' ;,-~s _j ' I 2 L"" zto.0 -.-~ ~:~·~ ~ ~c:c: Co/? ,?'1/.?76-"o6-" s @ / .,..,--z-L//""" /e7,,,-?7 .6::;:/' ,:77/ S c-e .L7e,-:' i 4 7 ~ " ' 1/S ' _Fe>r~des19n -;:;7/ ' A:' e ,c': /" --~ . I . C:0/79' -✓, /✓ /~ see f",/e C-847 -~ /"'' /,'./ ~ Dwr da:led IZ-IS-t, 5 < I ,, ' -.,...-=o,,--'5?zc> ¢"" ~=-~/?71/" o/ .,,,C::,/c>s c7/7C7 ~/7//'77~/77 7,Jb ' I ,,,=, c= /7' .::=" .,,,., .,,,.-c7 /,.., o /7. ....5' ,C" e / C7 ,o /e S/?'ec='/ /VP./C ' --' SOUTH ABUTMENT /Vo/e: /4?e ,,,-;-,;;,-,..,-v,,,,-c //7 G7 S /ee / ,e· ,.C:,,,,-/e L'.7o~e / s o ,,,.-e S / ?77 ,,,-/ .O-/""" ?f;;,,,--Bo/ a --4 oc1/ /..--77 e /7 / s SIDE ELEVATIONS SOUTH ABUTMENT t" ~ I ;, ✓ C7 /~,f cc' /\ /('Ii ,,,-,=-o,,.-/. ,??-c::z; .,c=,,,.r A :;:::-//7 9" v ' / V / J ~ ~ v)( ~~ ~ f ' ij~ ;, :.5 ,<---e ,,--s e / ' ! / 1/?S/0/7 ,..,=c;:,,,.-...5',,,-,z-e ,E c..p.:7C//7_G7 o/- Co, c/'o ,,,- ' /,,..-L/'C/1/0/7 @ ,,=,//e~:5' C?/?c:.7 ~?"7//77£//77 ?JV 1/' '-'9'ee L7e /.' 14 ,..L="e-/7.::e'"' ,r,~ O" // 0/7. <..5' e-c::' /27..6> /c:- ...5'/?c:'"e' / /1/R /c;; ~ ~ w ' NORTH ABUTMENT FRONT _,E L E VAT I O N S ' ,,,..-..5 ~ l,(::J .. -: ... ' . . . · 1 · .. . .. •" • > •• . .. .. ote,= .. . , 4. . • : 0. ; ;": .... , ... ' -.. , .1 .. • . I . • , • . i" .1 .• Q,.: • :·):: .. A/o,re: _,..,=c,,,,,-/4?' c _,,_;,;.,,, ,.,-t::;,,.,-c:.-:,1/77 S/ e e / ,r'? ,Ar/e c q::c7 0ee Sec .?1/0/"7 ® P.,,.-o;V""/.2;:& o O.<'..<:,"e/ <;5' ?2? ,-- c5,,,-,c7c ~.?7 7 ~ a:::1/" C7 # S. .5'/e-C / S //77" /1/ C7 /""" /a L5o//7 ..4o c1/ r ,/,7,7e /7 / s. \14 :-·:,:. ,•i ' A :.·-1-· • ·.1•11 .. •. ·'·.IF.:• .. • .. .. 14 .. I NQ c-' ) I I ~ ' / i LU_,.,... / e,e:::;7,,._ __ J 8-#¢_ @i'/,i?o.c. ' Oob'o/e s,.& ;-,,-~.5· l![i' /? #0. C. ' ' ' R, E AST SIDE ELEVATIONS NORTH ABUTMENT -· .• . ::-1 I ' ! ~ ~4- ' " ' - TYPICAL CROSS -SECTION -22?" ?O" 84'7c"/L7,,,.-""° So✓-"d .,0/e s @ c;;;-'o "a c / /V.,;:;,,-/776e,.,-o/ ,,c>,,,-/es ... 5.242 e;7Zd7 Z. .3. ..::5 3 23 4' ?8 c /..5 ,47,,;,;:.-27 / ,,C, ,/,7,:;7,5 c::-• 7 ,,.-=;,;,-;;, C7 / .,,C,,/,7 c?S C • /0 /Vo .-4 c ,::1/ / /77 e /7 / ,c""'/ e K Sa --40.<:/ / /'77C" /7 / ,c=/ e'k' / ,, 'f:5. ?.3 A /8.3.5 "(3.78 /40,?/ ( \ ,zf' /" L//0' .Oo~e/--·--- I I I /.?u ~ S0/1/~ _.-C?.-/c ,=:· ,,C:,,-, /.--, c::-,q:z:, --, .. /? -c;;k Co11crefe weor/n'l .surface I see ren?edial p/oo I ,,= ,.-/ e> C o/7 """" ,/':?.fZ ...... , c;:;;..:Yz u ,,( ,,,.,.. ,·.-··.- 2" O✓'a ,..-';,-'o/e .•✓=7»" ~Y/.7 /L ~-✓-O.✓- ~ "7'S/.✓ c .-,c;?' r/c-.✓-s / ,:;:;7.C, c::;//7//S C7 ,....-e //7 /=" / C?C-e ~?~~ ,36$'7~-- '«c.--.::n-.,~·~ & ,?-",G;,✓-:"5'i4'e /1,v/e .• ..✓=o.✓-L5"o....F/.✓7G7 o,r· C::CY?S//"..<1/C ..-'70/7 ~0::&> 7c?GS ~70""'~ '-'<, '-, '-, '-, ~'-.'s.'-..'-.'-.~'-..'\~'-.'\'0~~~~"""": I'---- c"uac.~ # 4 .c3'L7,.;-s : .,..=-.✓-o/77 ✓=..✓-o/7/ a:1/L?// @ ./c"-a c. - ,v ' rj _,,,, 4 ..<:7o4'.1/e./.s @ ,✓.; -,.:5' 3 L7o ~ e ,& @ / c ".i? c. ~ ~~··:.· •• • 1.CU ... -~ ~ ~ 1rr:i' :?' .,c::> ,.,-c ...-77 o/ L?"e ,:::;r' LA:?.✓ /7 / "" .,.-"??,1/e,.;- -~ " ~~✓✓ :;;i;-::.i---~c>7--- ~ .,,,.,-! 1/'7:7; ~/C I. . . . . . .. t ~ ~ 1/??" G7 p "'?' "'7' . . . . . . . . . • ... ,-----.. ..44 Sh., O ... ,.c::;,c_,,r ,_ I s· /,?-"-✓o'x?/ I ' ~ ..S./L?b ~ /7 / / s ' L---\ -----' \ ~ ~ c::;,t::v??/ Sc::=c::=@ L7c> ,.,.-, = / 14 ·:1:: ... ' . . . . . . . • . --,I- ,:o : ::_.:,: q:•: . . . . . . . ✓-l,/o /e. • ,,.=o,.--C/.:::7/".✓/,,;:.-:; .._:5_,.-·2:7'.--, .c· .✓=ro/.7./' C.<1//" /.<7//7 ~.<7,/,1/..s .:::7.✓-<=" /.7'o/ <-~0/4:::1/✓7 DETAIL W W- DETAIL OF REINFORCING IN SIDE WING WALLS 'c;Jit t:.-:?N ~~- # 4 L7c:7,..,-,5 (iii> /,?'c:;! C: 3"-0 ".:: O/?'G7 \ 3-# ¢ L'.7<7/" s ---\-\-\-1-,--\l,4 ~ .:::7 C.?7 ,.-= "'7' ,e-C'.'."' c,i?",::;.,--e7,./ '-P<7c-.✓??9 C \A # 4' L./04:1/c:?./.S /""'/"0...-77 /ae-c q:z7 see L7er~..7 @ I • I 7~3,# \ t--g:•!";··~: •• ·s· >j/g.-,·~---~--;-·t· ~~~~ti~§=:§:~~~\'r\ ~ ::::.f<:.-;::: :~ : -~~---~... . \ .• .• _:__ -¢ L'.5"<'.?',..,-.s @ /?,, a c. L5'o~ .,.-,== c es DETAIL IF'\ ---®- EAST SIDE SOUTH ABUTMENT AS SHOWN WEST SIDE NORTH ABUTMENT OPPOSITE HAND 8 REVERSED IN E-W DIRECTION REINFORCING AT ~o--.,. .::: c:;'.✓7 7 ;;:::?',..,-s 4--8.6', ~ p' ..c7 0 ...7' 0/.77' t ~: ~ ·-: ~' •. • . :-· -~-_·-_::_" __ •• < ... _v·. : ,· •. .. '. . 7'f· i./. ...,-. . . ~T.;=:~ 3 I .,v -~-~········ .. ~,:-:!<. '. . /_. ~ ... . . ! . ~} . . • I-_::_~,--:-i 0 @ .,___.__ ~ ,, ~ • ·'.. ' ~ #' 4° ,<'./Ob" o./ e" ,S"/,,';✓-,.,-c:;::z;,..s <P /?."o. = --- 'o \ ~ "' &' 4 ,Bc:7_.;-,.s <!? /c""o. C ~ c3.:: o-.:C:o/.?"7 ,, \ -""'4"L7o. ... @I' ,,,,.z.,,, 0. c::: ~ -.•· .. -~-: :,., ::-: . _:,~ ~~-:. :. ·.: . -~~!.;-)?; :, ••· i/:-::ii: .. . .. .. . . ' • ~! • \. t .•·. .. • .. . '• . . \: ... f-.' j 4..:-...:3-L i "" ' "" ' ' --~---- I .. ~ .I· . . ~ ~ J. • ' ' " ~--7 .B "'7'/" s I \l ~ I ,;::-o/7 // ;:-;;;, <01/ o,::;.,--s . \ . ,_ . .. . .. '· I> :,_-;-. ,_ . (i ,.:.· _··_ .. /--..:5' L7 "'7..✓-l .. .-.. ~✓-✓=L?c-c ' I· .. ... .. \j . . .. . •.· . . . . " . . ' - --- .:4··: :·:_::1 .. i;;: . . .. · ,, • -. . 1 ... > : • •..,_-•• •• f"' ~ . ... .. 7--✓ L5'c.7 _.;-..5 . ~I ,-=---::: :_-_4::::-:-:-~-: _,. :>:. ,: .. •/. -C::-o...✓-7..-'1/.?? .c:::..;.-= ~5 .. . . , . --' • I I -d-# 8 b'c:7,.,-..5 o...5'.:::::·= ' ' - "'h I cff \ • • I I~ ' • • .,6' ~ .a 4' • . . ; !, " ' I sc-c::-..o c-/ or/ ,, O " -.. \ : • . : . : I ?V.✓-~c-A:77.?79' 6°c;>',.,-s :"<•::· r-.- .c::qo_ :1/"'S @ I I 11 See" I I S=c-77o77@A • ··E' I ' a'..✓,,??9 ,C,::✓o // 14 o=.,:.,-cr/,, I I ' -_., i -~ ,,.;:; ~ ~~ ~;---zc-or .c.5'o..,';7"'o/.77 .c:5'e7~5' ~ o:r::L=@~ ~::;;;~N ,,, ?-"7_9'Lu""7# \ ~ i\ l:="'.::"'/ I> . •. ' 1' ' .. ''~~!\! i I • ----- • -,. I ' I!?' /£ -0. = --·--'. ·:/_. fj~1• I I ~->-,". ~ . ·.·.•·__1 .6:::1/'c::7/.Y I • : .:: \J 3> ,j: V) I ----- I /O" I \ ~ ' SECTION @_ DETAIL OF SIDE \A/ING WALL 8t FOOTING PAD SOUTH ABUTMENT EAST WALL,NORTH ABUTMENT WEST WALL AS SHOWN • •.. ,Y?" ~;1'-'/-'~ /,-~-. ----'t-1 -~ I / \ \ ti&k~-~--.,,,4 L5c.7,....-s <? /.i?"a c: \ \ ..3 '· 0" L' 0/7,9' 1-+....C..C\\-1-.\----3-# 4 B c:7,..,-s ,c=" c:7C /7 _,...=-c.7 C:e'" c" !7L1/C?'✓ ~c:TC' //79' \' C •. ·.{ \4 I.\ \ . \ 11 • '\'. \ \\ \ ,, . ..,.., 4 L7o~=/s ~o/77 /ac-c,q:o Se··e L'.7C""'/.c7// •• ' \J ,, i Soe"e / /VS:::. /3 •• ·•··•-··•·· •·· . I . .. ~i-r-_· 4-.# 7 004</c,,"/,.5 ¢':.Y ff,::;-; I I I ' 4 -4 ..00~C"/S I _,LC?,,-e7.,,,_...,✓,27'e-,L7 / ""7 s,,;, c @ / d?" 0 c.:.-j ...5'/C"e-.,,,_...e,s-.70,.,- # 4 L:7.:::7.✓-S @ /2?-o C--J, ' .,.C:, / <7'CC" /?'?C" /7 r o/ ~r'cc"'~ L70~C1/S ~//c-..✓- ~ ---\ . .:::2~.,.-;v-/479 /oc-,.=_,.-/ e" s ~ii;-_ • ' -~'\-. b_~• """..5 Oo~e./.s-@ ' • L \ /.c''"oc ,,.-"';"..✓--o/.77 ,..=.,.-~ c~ -~---.\'-..... DE-TA+~ ·· Ci) __ PILING CAP BEARING ASSEMBLY 6 FRONT CURTAIN WALL /4"' 4£'-0N /O _gf {:!"' ✓-=/"e/??o./C?"ed7 .r""'.✓c-,.--/VP / =-a--::;.-;;,/ /"?'/ ./ C"'.✓-I # ¢' L7 c:7,..,-,5 @? /,:?''o. C a~ O" L' 0...✓79 I /,f 8"'~ ✓✓ C.?J? '✓/ • I· • '. < •' '• .. ' /!.L-'j'" @ \i \ • :,_ '.\ " I \ $' /Vo.✓-7'a ~cL1///77e"✓7r # 4 L'.7'c.7,..,-.5 IP /?''a C. L7'o/c .,...=-,:;7c-= s _D_E_T_A_IL~-®- EAST SIDE NORTH ABUTMENT AS SHOWN WEST SIDE SOUTH ABUTMENT OPPOSITE HAND B REVERSED IN E-W DIRECTION CORNERS z .....4L:'.7..v' /-✓'.7:?'C"'/7./' ~/e C::-Cj?Z7 SECTION W ®- TRANSVERSE CURTAIN WALL SOUTH ABUTMENT AS SHOWN NORTH ABUTMENT OPPOSITE HAND OF TRANSVERSE EXTENSION FOR PILE CAPS (ABUTMENTS a PIERS) 1· ~ /'1ff S/ec-./ T.:::7,..,- 1---~ ·---1-'-l----+---~ ' -' - SIDE VIEW 1-··----L7o,:1/o/e \-c;;cr~/ Y-G/"OOYC::-..<21/e/o I WELDING OF BOTTOM STEEL BARS FOR TRANSVERSE EXTENSION OF PILE CAPS JAMBOREE· ROAD REALIGNMENT SAN DIEGO CREEK BRIDGE ABUTMENT SIDE WING WALLS NORTH Si SOUTH ABU.TMENTS PIERS, SPECIAL DETAILS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT DRAWING NO. REVISED FIRST CONTRACT-SHEET. 14. 0 F 21 ~ " / ~- • V) / 1. /Vo/=. 804/./?7 .~04//.1/77e/7/ c:?S c.5'/.?o.=-'/7 ...--1,/or / o 4L5 L.-r' /.7.7 e /7 r ~ pos.,, /e ~c::r/70"" ,ef /4?7e.<--er sed //7 c::=--LL::/ L//re" C 71/0/7. 8,.,..--C?cKe/ ov,,o,oor/ s mr /84 /. £J #"o/er ,4,/o/a P;;;c,e /lh/ 5hoff/7 -See Sh. /1/.? cO - ,, ~ 7 I ~ j I r L. r L I I LAYOUT POST -TENSIONED A/o/'c: c c:7/e,,-c::7/ ??e -4..5\SC/?'704" /S ,Ue"",v-c>/9-De"7' ,,,S..-~,, ,z:! L3'o-,,.-0✓?/0 ..-4✓-?d C?'S S'/:'.?o~/7 /S .70,,.-_,e,✓7h/.-7C7/7d S/ c e o/ S 0,::::/ / /.7 b' Obr.7 ,ej/ _?,,"-c:.7 .,,-'.71/ c c:7 /7 d /"7,r;.:s / P /7 O"' s e OT Co/7 s/ .,,-.::....-C /,'.--o/7. «: e r?:5-7 C7 /7 d ,.5'/ C7 c::" OT c5o,:;,-/ /7 OOL//7"'7 ??-c:7/7"1/C /S ..51//77//0"✓-/o ..,-Y,?e 0✓-✓7e Soo,=✓-✓-7 /77 ,,C:,/,e7.--7 ,?--?e~ .£7 c::1// oe--"'77 c;}O,.L705//e h'"L?/7.:::7,' ~1-7 /P"d~ p L'.5'C7r ~-✓77//7"7/1/.-77 ..-77/0 80.,,;r' h'°c"7"d C?/7"'7 /s G,,.-o.::::✓/e,e;;r' /o C7 L eP--e'/ S.<:1/r-rb""ce .-:?77/77Cc:,;::,C7/c-/~ a:::✓"ae/7 /'?"rs/ ,-,=aC?se o/ Co✓-7s/,.--.<:1/C//0/7 .,,-.5 c-u-✓?}'a/e/C"d Toe .✓--ecc-,.ss c?✓?c ,..-,=,,.-9_cc//?79' oo// ~.:-// oe co.,,-7?9/e /e4" /'7"//c,;>d .c· Co,,...-e,...-ed Of" a'?✓-~""7571/C o,,.-cpL,:Y.<-'cr/e""/7/. ~ .-4#e/":"✓?C?/e Scoe/??e o/ ~o Posr-/e .✓-7.s;,o✓?ea-Ye" .,z:t S. .e S/,,.-o-✓?aS' / s v-' s e:-d,' ..5Y =.-' c=-/?d ~/7 .c-oo,..-·.-:::79e s ~c;:;=/ e7 ce ,."??"e P .,,-e~s· c-/7/ .4,...-.,,-.:::7✓-7pc✓77c:-/7/, ~-;);f?' /4?epb'"/red --<?ev-✓S/0/7 or· A?eces.s 0.,,-.-'77e....-?S/o/7..:;;-, /'7:o,,...-.,,-0-%''7,7" /0..-_co..-7p/e/c:c-,.C,,,.-es-'>"'b'rc- Gro.<:Y.-7/7_,7 o...,. z~JZ1 /2/o/e-Ta,,.-o<'.1/ph //s c=/7/4--e ~e✓-7p.7.?7 C?/?d ro .be -"PP,...--oyc::::-0"' b:f,1/ ??'?e .c=/7,7"//?"c:c:"e-.,,- I i J 7 I ___J l______ -, I __j i ' SECTION ~ ..,_;:::;...=..::::,...:...!,.;:::;...:...:..._ ~ - ' __J ~ I I I ¥ ?" JZ' /;/o/C"' ✓=or ,;,;:::-o-.-?s v-= . ......--s e ace"" I /~Q fZ1' L?'o-,.--~/?S/O/?c~ /o C? , aq ooo dz5: c: oe70.,, .o;,1/ ...p,P4-'/a9 C7 ?c'>re7<'.1/e o/ GOO /"'i .c.6.5. • I I SECTION ffi _,;:=-=.::::....:....:..:::..;..,:__\J.g)_ GENERAL NOTES "~ec,,-/5-co-/.1/0/?S .• " ;'.:4' ..4 S ./2/ 0 Sr.-::7.' see c /J1/c c;r oo/?S /13:::v-/2-;'./9"/74:1/0-fr" o'r/dj?es.' CL/,..-re/7 r .::::= c;:,;::> /,1/c>_/.7,: -C .,,-.,,-/e .,,-.,,,:::;, Tor ,..C,r=sr res s ed , C o/7 c ,,.-e /e L'7 .,,-.,,-c;:,/ 9c:.=s " c:1/.' S. L5' «:✓re C?L/ oT ,L7 L/a /1/C /4?oo-ds -/354 .c""'O'l-¥0✓7, -72-/7/or.,,-ye ~eco/.7-7/?7C"/7d- ·o-//o/7S /or ,,L?res/.,,-eSSecv' C-0/7C,,.-e"/e -Do/'' 4 4.5' A-" O · .,L7 C / c:-/o,:1/7.,-., C O..Q'7 /77 /;,;:;-'ee di? ,.;3', • O'/?C"°" 0-/7,7" ~«:✓ .6s c p.b-'c:-/7 / .-G"e ~....-s ....-o/?S . ..-4.,,o.,,o.,,-oP-e ~ • L>j,1/ //?c C: 0/77/77,...#ee 0/7 L.5",,.-.,,-~9es .E S/r,::;.,-c/.,;;,-.,,-cc•s o/ r✓?e ..4 ..4 S _,,.<;/ O. u C cv? c ,,.-e / e. • .,. ~?7//77,:1//77 S/,..-e/79/a o/ Co✓7c,,.-e/e ,--a S/dos,e;://?'.,,-/s /S r / c = ..5 000 ps / , : o-/ 3'-o-/?s rc-r o/ S/,,.-e s s ....-;,,,;;,9 ...-=orce /,..c_ = ¢000 .,,os / .,. ~ re-..:5' 7,..-e .s s .,,-??9 /4'.? c .,,-/7 /o,..-c e ✓77e /7?~ - 4"0-a"/a ,, e <.5' /4? S/.,,-o-.-?c;;;/s .....=o-d,....-.,,-cc7/ed .c· .-7c'i-s/eo-' 4'? ..4 c co,..-do-✓-7ce a0 /.?7 .-4 S .;:r-~ Specs. -.4-4' /0 • 5..3 T /1/7/??o / ,c> ,...-·es/ rc-ss @ / 7..:5.: o 00 _,.-,:7s / /"???o-/ r=,,-cs/ress @ .,,~4 000_,.-,:7..s/ ~/?C?" / .,.= res r ,,.-c-s S/?7f7 .....-=o.,,-c c:> ,...= ~40-..,-,0..s:>-r /4q 000 = 6/0, ¢00 cos...?." ".c=/?c/ L.5"/ocA!'-s ,e· ~9Do,,.-o-9/77S -o-s S/.?o~✓? ,,"" o-/e ,.--c7 / .?,?es " ""o-re ✓-o-/ /1/e s <.5' oo-// .6c:> ,.-=, ,,.-,::::,p-,..-,:;;,.--c:>cr To.✓-o.<1/9a rae .L//9'7/7✓"7 9"/77 S //7 / oe ,.C,oS/T/0/?S 47 c:71/C C? / c-c;;/ 0/7 / ./? e ,-,= / c;7 ✓-7 s. ~ er c-./.7 _:;;;; e Sa= ,,,:1/ ~ ~ 9" .<01/✓.?-6'"' / e /7 / .r o o-/y4-.¢' c.5'/ee / .L'.7<7".,.--, ....-4 ST 4,-;?"--4 • 3? 5 -G/ T / S/,,.-e...s~sc-c::7' .ro aqooo c 65: c oo-0" .69" ~P4-'/-1/.79 o- /Vr 9' .<1/e o.-r .....4'.,,o.,,o.,,-o.,r,.,?770-?"c4-' G 00 // -~ C-0/0 7 0 T .::21/'oe,,.-e L7 /S LS?o// L?.,,-2;,-~,rc/c,,.-,c'· ?;-,s /4'.?ep<W"reo-' ~/7 ..P:7....-»o-/ ~/?S/0/7 c C7C?".c;;r' 0/7 ???C' L5"o.,,;::,-'..) o.,,-0-..-7 ,c:;:::= ?"4--'"6"' ~ ,..,=--o.✓-c-e -4"_,.L? _,.L?/?e;_,c:7" ap c c?'TC-.,,-,::7 / _..L::7o.s/ - /e /?S/C'/7 .,,-..-77 or ~po ..:::,y ,,.-es s ~✓? =v✓7s r T 6:1/0 - Yz "~ s .A!? S/.,,-c-/7 c:;;,/.s ./ • ~Sae 6"' ,..-..e-C""' 41/.s ~ .-47.rer c c7/c-.,,-,e;r/ .«es /'7" "'7",<---6" 6"ee✓? ,,.= / =-c·,::"'~ c=' ,;;:;-po/c:-,...-;7c-"7" soc=-"7".,,-~e-o/".s c.S"J?-47#" .6e /?~e=-"'7" &.w A,,,;:, :57a S/ .,,-c-/7 G7 /~ /?C:V? ...5.>-7,...--.-:7.7 e ✓-"':7 7 4-.?' .o-/ c7,....... ,. C /7 .:7..-?'7 Te rs F. C::-o,,.-✓-7c .,,-s : ., • .4// ~.-,pase.cr' co,,.-....-?C".,,-s S/,7c;,:.-:;1/ .6e <'.'."77"7"/77/e,..-c-"7" <$~,. c:v-A?o.b-"✓?c:::::r'e~ ro .r4-,qe7~;;0',s. ,, /7/7/,5/7 ., ~.s So,::;;7# ce G/re:>/7 .:::7 L':7'.,,-oo✓-?:? /"'?-.--'7.,,-s/,;; /V"'o.,,-/77 "'7 / /C? .C::-e /7 /c::,> ,,.-.C: /??e= o.-r A?'0"'7' ~ 4'1/ ~ .✓:: ,, h'"0"/7~/7.,;7. _,, 7 • .#7 h" c/7 ~ a7 /ae S.✓b' os Soo,::// .c;;r' oe ...&'" ~,;;,,-/ .c,,-ae .c;;r' 4'7 0'/7 £:::27r/&7a/ ,£,'os//1/0/7 O'/ ~# .-?7/4"7e.5::, C7✓-✓7d" 4--/2/s/ .be .,=.,,-c'..,f-e<7"" ~ 0/74-' oy--~Cc?'/75' or -4'7?,✓-0Ye"CT L7eP-....-ces /U3::-L7,✓--roe ~??~ 0,r ~=-/7 o-s SooLL//7. 0/7 //?e P/.=-?s RECOMMENDED B E LASTOMERIC BEARING 160 REQUIRED PAD PREPARED BY • A ~ ,,.,, 11 JAMBOREE ROAD REALIGNMENT PORTER,O'BRIEN Si ARMSTRONG ~~ u.tw1M,_ SAN DIEGO CREEK BRIDGE Consulting Engineers ~PROV~ n • s,o 3r-sT. STREET, NEWPOflTBEACH,cAL. x-~ PLAN-DECK UN I Ts -· C -I) PUBLICWORKSDlRECTOR LAYOUT tC:11. DETA'LS (/:;t'• '-·t'./' -I 2:;'-::-:_ __ ,JRi_.E~-l!N0~.~~4-----=~.!_:~~~~ll.l~i~-=...!.~M~I !::.:'.:'.'._ __ _j SUBMITTED BY ~-... ~d;,,,..z (,·_______ t' -=_,,, ,-,;.:~2.---_ ~7.,,«4>5, ~-DRAWN-""";c--. DATE PROJ. ENG. --.,,f c__,.>..., ---..:/T.>, _,::_\-~--/1-------1'--------s R.E NO. 61/35 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT DRAWING NO. R-5010-S REVISED FIRST CONTRACT-SHEET 15 OF 21 !8~' STR r-- 1 I" 18" ELEVATION 2011 SQUARE SOLID PRE- STRESSED CONC. PILE -#5 609e5p/ro/s ··-Grov/ Oo,;re/s //7 P/oce --# .5 Oo9e op/ro/s --6rou/ Oowe/s //7 ,,c,/oce 2 II ST & ~ Ir) t ~ ~ " " ,, .~ t i ~~ ~ 'Ii \'. ~ ~ u \:i::::: ~~ " ~ ~" ,. J I PRE- LE ALTERNATE PILING SCHEMES I Ill ~-'''~---fit c0 !-3"0£?P/05//c 5/eeve;s /or #/-, (C\ Oor✓e/s -,5',=:e £~;:" @ (@· hp a/ A/"e/ --# 5 6279e ,.5,:o,1ro/s PILE SIZE AND DESCRIPTION /8" Oc/0, V?o/ S'o//d P/ /6" 09oao/ 80//d ;,1/es@ Ac,u/o;, •. Oo,:y 4 0c/09 o/ S. /d P/1/e 0 PILING SCHEDULE NUMBER No. a UNIT LENGTH* SPACING AND SIZE INITIAL PHASE ONLY OF STRANDS ABUTMENTS PIERS ABUT.'S PIERS SOUTH NORTH LOCAT 10N /2"6;,:J;,,~ /. O.r?/4 /o -~ er#"'? /.cO t:cr. /lh.Aou. o~o// .5<..3" :,j< ELEV. AT MINIMUM PENETRAT.1 -3/0 -58.0 -4/0 -4/0 - ;I' LIN. FT. PER ABUTMENT OR PIER .5'50 /00 549 LIN. FT. ;i: MINIMUM REQ'O. TOTAL BEARtNG PER SCHEME CAPACITY TONS cO c?O // 59uore So//CY P//c:?5 c?0-0o //p 5o.A.bv/. ?O ~0 6'@.· So.Abu/. /6'-VC/. -.3/0 /00 /6'/' Oc/09oao/ So//d P/1/es & /VE/-5:? 3',?. 70' s-,575:5 P/er/V.9/ . P/er /VE C Mer/VE,3 -.3.90 464 -50.5 .560 54 -455 5?0 Aou//T? 1/. On/.9 /6-%QP g 4-.:::ii7' ner /V-" 4 -.3.90 464 P/er ,.VE.:5 -380 456 54 !?,5-5? ner /Vqe -38.0 456' g?-6/ P/er /VE? -:40.:7 488 11/4, A .bu/. ct7 "'69 -?00 ca'O v.Aov/. /6ff0c7. -c!20 c5D 4,E/6" cO * Vohes 9/ve✓? ore o,,oprox/mo/e oad ore /o s-erve oe o 9t:://c/e /o • /he Coa/rc;;,c/or: .5 Turr?S'@ I /11 P//ch ** Pre?CT/Co/ Pe/L/50/ (0/0 /o Oc5 //7 per 0/0ff. dvh. /70/77/77er D?e/?79"@ /5,000 //-d:7.5: per bhff.) J PILE NOTES /,) A// P,-1/ee she>// be /770.r7UTOC,TC/red //7 C?CCordO/?Ce' ;V;//2 A.A'..S:na .S-/a,,dord Spec/;"/co/✓cu?S ,5ec/,10/'?S ?4, .:3'3 cad . 54. 2) 5.lre.5-s·es.· A// ,5)"roads-6/?o// be ,5/re.:,s-re//eved ,,,,,,,,/h.· /a/r/o/ Pre.:,/ress o/ /?5, 000 ,,as./ hho/ Pre.sfress o/ /40, 000 po:/., /a.or/cored o/?d /es red ;n occordo✓?ce ,P';//2> ABT# Spec///co/;o/75 A-4/6-59T. .~ .3) aP✓/e dr/V/n9 s.ho// be //7 occordo.,-;;,ce ;y,,//2 AA.5:#.0 5/o✓?dord ~~ 5pec;//Cor/o,r;,s Sec//on ?.3.4 ,,.-'C'/o '6:,),/ 5/d Coas/ruc//a✓? Specs. t ~ o.P//e dr-/v/n9 /o/eronce .sho// be //m//ed /o ao /??Ore /ho,r;, 5// ~ ou/ o/ Pos///o,r;,s a/2orr,,..-;, 0/7 /he P/c;,r,,s o//er-dr/,,,,../n9. (\\ ~ c Je/r/✓'79. o/ P//es do#"/7., .;r,,// oe ,,oer✓77/#ed /o rY/r/7/n 5' o/ 9✓ve✓'7 "\ Cl) e/evor/O/? /or /77//?/0?U/77 ,oe,r;,erro/'/o/7. r=-;,;,,c;,/ /,i:;, E/evo//0/7 /o SECTION@ ' \'. 6e reached by dr;v/n9 /he p,,/es H';r/,;, ne?/77/77er <76 d/rec/ed 69 \J) ~ /he C/79/aee0 . % , 1 ~ c;( The /c.,;// e5//070/ed /e,,-:,9//;, o/ P/1/<?6 $/?o// oe dr/ve/7 OS C7/rec7'ed ti] --{;;) ~ b.9 /he C/79/aee/7 ;:iYher? Jemn9 e>eco/77es /??e//ec//ve @a7ore /.hoa 5.0 //: .~v~:...ci---1§ ,:?Kg'100 P/06T/C 5/eeves /or #? Oorre/8 @J ?op o/ P✓/e 5ee Oe/o// ~ ~ \J 'J above ;//7e c/evo/;or;, $/?Oll//7 /or· A,,///7/0?L//77 Pe-/?e//-c?T/0/7, /,/7e ~ ~ P//e .5/7c:7// ,be O✓-/Vc?/7 OOW/7 /o /he re9C//red e/evo//0/7. ~ , 4.J P/c.e: -up e e9c.✓ / re r77 e ,r;, / s . • ~ ~ ~L~/.~/~~----r--=-::-::--~~-~=~~~-r-~:-='-,-~-.-~-,,,..--~ "1 ~ ,n..,,, /6 1'0c;o9on. r;.c0"59uore ~ 0nePo/nT ?3" 68' ~ Tffo. Po;n/s 87' 9?1 ½t '-----'-------'--'---_._-'"'-~-'.__....,, ____ ~ 0~ ~~ ~~ ~~ \ '\ 5Tur,r;,s@ /,,.P/,rcb it---~~~:""-:~~pl_~:::::= r/6} .. ~·/pr 5 R. 6Yro✓?d5 /Ji ELEVATION PREPARED BY SECTIO~ /8 11 :t&-11 OCTAGONAL SOLID PRE- STRESSED CONC. PILE DAT' CHECKEQdR. SCALE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT DRAWING NO. R-5010-S REVISfD FIRST CONTRACT-SHEET 16 OF 2 i f PIE~ NO.I (l Elev. 15.60 { Intersection <t So. Abutment ,;, PIE~ N0.3 "-and side slope of Future Channel) ~ • , ~Esll:oted I PIER:N0,2 ., .,_J ~ 1J-1 'p4 \ Sta. 86+36 Si de Slope of Future U ''-3/ Elev. 10.4 1 Son Diego Creek Drainage Chonnel Sta. 85+91 tl PIERi N0.4 .,. ,_ I I ~ PIER N0.5 ~ ... 1 I Elev. 15.60 (Intersection Gc No. Abutment PIER N0.6 Estimated. f. ,. ,._1 Pl£RN0.7 ' Side Slope of Future I and side slope of Future Channel) / +10------lr-=-----~-~'--------l'::-i·! r,i~~~-t--E_le_v_._6_.5 __ ~--~·-~--~-~---·_..-i~-~-~S7A~N~D~F~l~L~L-:~s~it~,y-,-- ½. Sta. 85+ 07 , ~I----P2 ~ calcareous,toose,brown II San Diego Creek Drainage Channel---._,_ +----------lt-+----------~l-+-----------1· ,..., "' Sta. 87+59 Q ,[7 · ~. ., 1-+---------+IO / ~ / Sto. BB+ 43 Sta. 85 + 49 Elev. 6.4 ~ Elev, 6.5 ---l .,:.,::::::::"'-----------SM >--l SALT: Intermixed ,__ 7 SALT ;Intermixed with ..._, l SALT: Intermixed with ~Ith slit ond veryffne sand _ silt and very fine sand ~ ,silt and ver-y fine sand CL CL CLAYi Silty, micoceous, abundant shells. some sand stringers, traces' of organic matter1 dork brown CLAY: Sandy, sl!ty, ,mieaceous,dark brown Elev. 6.2 ~ ~P7 J Sta. 87+ 17 I.J Ground Surface Sta. 88 +01 Elev.4.5 Sta. 86+ 71 Elev. 2.8 1/--- Elev. 3. ___ o _.,. .,..,,,,.,-OH CLAY: Silty,organic, 7 soft, block --------~~=,..::::::... ________ 41 SM MEDIUM TO COARSE SAND: Silty, some clay, SAND: Sllty,some clay CLAY: Silty I sandy1 abundant shells, occasional sand stringers and very coarse grave I, traces of organic motter, dark brown SAND , o compact, fi'ght brown r------------ CL • ccosionalgravel, CLAY:Si!1y,organle, CLAY: Silty, mtcoceous, abundant shells, occaslona! sand stringers and coarse gravel1 traces of organic matter, dark brown PB / It/ Elev. 5. 2 ....{.==..:::=:=:....::":""'..::-.... -,-11---"'--~w=A~T~ER --- WATER ,__ -~=--------,SAND: Silty, some clay, SAND; Sl!ty,some cloy, compa~_t1 light brown _compacf, light brown SM SM 0 --------l 1--+--------------t CL loose, white -orange SM ,__--+------------' 1----1-------------t l--+--------------l l--+---'-----'--'-----l l-----4--------------l 1--1--numerous she tls, occasional si It stringers, dark • 1----4---------------1 1----4------------ SP ------------- CLAY: S1lty1 slightly organic zones with numerOLlS shells, occasional slit stringers, soft1 dork gray-green ------------ CLAY: Silty, slightly orgcnic 1 numerous shells, 'occosionol silt stringers., soft dark groyAgreen CLAY: SIity, slightly organic, numerous she!ls1 soft, dork. gray-green CL CLAY: Sllty, mlcaceous, abundant sheils1 occasional sand strlhgers1 haces of organic mutter, dark gray-brown ,..._ -::,.,-.-,,-,,--------CLAY; Silty, micaceous~ some shells, occosionol sand stringers CL CLAY: Silty, orgon!c1 occasional silt stringers soft, gray-green C:::J--COBB LE: 6" oia. SM CLAY: SHty, organic, numerous shells, occoslono! silt stringers, sofir dork gray~ green gra y-green CH t:::::::1--COBBLE: Approx.4"dia. 1------------- CH CLAY: Silty, orgordc1 numerous shells, occasfonol silt stringers, dork gray- green CH CLAY: Silty, organic, numerous shells, occosionol silt stringers, _dark gray-green 0 I I I -10-------l CH CH CLAY: Silty, slightly orgonlc, numerous shells, some slit str!rigers, soft, dork gray-green -10 I I I I I I END PROJECT CH CH CH '-------------ML FINE SAND: Gravelly, -20 1=="'1i=-===-:-:=-::-:::--:-==-~e....l loose, while-green SILT: Sandyi traces of clayt ----------1 MEDIUM TO COARSE ,___,_ __________ ----1 ~S-P+_..:.:..:...cc.:_.;;,,c:....:.....,;;=c._----< ~M_L__,_ loose, medium gray -'--'- SAND ' Some f In' grove 1, ,H-·+-:F"'I N=E-::T:::0:-cM:--:E:,D;;.,lc-U:-cM-;--:S:-A:-N:-c::D ; SP ML gray -green SP Gravelly !n ports1 medium SILT: Some fine sund 1 numerous shells I mico trac·es 1 dork green-gray !75 Blows with !70 Lb. Hommer 24" Penetro:tion---"1 i.--1--dense, gray-green ML SILT: Some fine sand, numerous shells, micaceous, compact, dark green-gray ---~VEL; Sandy, traces of si!t, loose, white-green Cl-..-~ELEV. 26.0' MIN. TIP GP PENETRATION WITH <p = 39~40°FOR GRAVEL f/.(p = 6 ° FOR CLAY SM GP FINE TO MEDIUM SAND: ~ilty, gravelly, ton-brown GRAVEL: Sandy, loose, wh!te-green GP , -3Q--------l l-+---'------------l l--+---------ll---+----------l l----t----------l I GP 200 Blows with 170Lb Hammer -r-1-..,_t-ELEV.3!.0' MIN. TIP 34" Pen et r a1 ion --......J ~ PENETRATION FOR ALL SCHEMES (/!: 0°FOR CLAY rp • 33°FOR SAND . (fl = 0° FOR CLAY <p = 33° FOR SAND lrELEV. 39.o' FOR SCHEMES I 8 IO SILT: Sandy1 some she\ls, compact, groyagreen ,__ ----------- ML SILT~ Sandy, some shells, compact, gray-green COBBLES: Appo,. 4"dla.· ML SILT: Sandy, traces of c!ay medium -gray GRAVEL: Sandy, oc~I cloy stringers, loose, white-green GRAVEL: Sandy, numerous shells, loose 1 white -green SILT: Some flne sand, compoct1 medium-brown SILT: Sandy1 compact, gray-brown CH SM COARSE SAND: Silty) ~ compact1 medium-gray GRAVEL; Sandy, loose white-green - GP BOULDER: Approx. IO"dio. ~ ~ COBBLE: Approx.4"dio. GP -COBBLE: Approx. 4'1dirJ. GP --SILT: Sandy1 compuct} medium brown ML ,__ -----------COARSE SAND; Compact, gray-green CH ,___ COARSE SANO:. Silty, SM compocf1 medium green '--GRAVEL: Sandy, loose1 white~ green GP SILT: Sondyt compact, 'medium brown ML ------------- SM COARSE SAND; Silty, com;HJct1 gray-green 1:::::1-,,._ BOULDER: Approx.lO"din. SM . <p = 0° FOR CLAY FINE SAND: Silty, ML <p = 33• FOR SAND <p = o• FOR CLAY ....= 250 Blows with occasioncl shells,dense, I) FINE SAND: Silty, ML l/1-ELEV.39.0'FOR <p= 33• FOR SANO COBBLE: Appro<.6"dio. 170Lb. Hommer dark groy some shells, dense gray ------------SCHEMES I 8 III 4~~1-ELEV. 38.0' FOR ·, ,__ SILT: Sandy, clayey, compact1 gray -green (/) : 0° FOR CLAY ML '/! = 33° FOR SAND ELEV. 20.0' FOR ALL SCHEMES~ GRAVEL:· sandy, !oose1 white-green GP ~ COBBLE: Appro, 6"dla, . GP ML - GP SILT: Sondy,c!ayey, 'compact, gray-green I . MEDIUM TO COARSE GRAVEL: Sandy in zcnes loose-~hite -nreen --'----------ML SILT: Sandy, some clay, = l compact, gray-green -20 18"Penotration==1 •• ..-----" 1 SM SILT: Clayey, micaceous, "1'--1-----------r' SCHEMES I 8 DI I ML [ ~ _SILT: Sondy 1 some clay, -40 -----!--+------------[::J-~1------------< ~-+-------------l ~-_,_ compact, gray-green I COAR SE SAND: Si tty' • I -+-----------! le== =, compact, gray-green --+--!- \· 1 1 compoct1 medium-green ~ ; / SM 200 Blows wi1h • I"-'----'..,;.,,-'--"---- MEDIUM TO COARSE -40 SAND: OcCasionu I gravel, •• '--I·-~::-:::,,--,,,.,..,,.~--,. 170Lb H MEDIUM TO COARSE r FINE TO COARSE • SILT: Clayey,trocesof ."' <p, o•FOR CLAY • ommer ~ 275 Blows with 4".-11-ELEV. 42.0' FOR sand, micoceous, compact, ML1rELEV. 45 . .5' MIN. TIP 11\SM /{J' 33• FOR SANO 18" Penetration ---~..l SAND: Gravelly, 170 Lb. Hammer I ~SW SAND: Gravell 1, some I SM SCHEME II • SP 0. ccoslonal shell breccia, ~ray-green P"'NETRATION ~oR "-EL£". 41.0' ""OR 18"Penetration---shellsion,ionic: troces1 c, ri i'. • r loose, white-green occasional cabble zones, l/ ALL SCHEMES l-..\-1-----------SCHEME II---' 1------------- dense gray , (/)= 0° FOR CLAY GP GRAVEL:sandy,loosefwhite SILT: Sandy, some cliJy 1 ML "'=33°FORSAND \ SM compact,green-gray ~ 1 SILT: Sandy, some cloy, m: o• FOR CLAY Y o FINE SAND:snty, dense, ·dense, green-gray ,__ _________ (I)= 33 FOR SAND rp = 0 ° FOR CLAY Gravelly, occasional grovel, PENETRATION FOR SM • /{J = 33 FOR SAND ML ELEV. 40. 5' FOR --BOULDER: at 44.5' 450 Blows with 170 Lb. Hammer-lmpenetroble SP some shell breccio1 !oose, white~ green FINE TO COARSE SAND: / '-£LEV. 50.S'MIN. TIP medium-gray 'I>= a: FOR CLAY I/>= 33• FOR SAND trace of shells, medium ALL SCHEMES ML '-ELEV. 42.D' FOR ,___ __________ ' ALL SCHEMES-----.l -50 _________________ .:.,_ ___ +-J.._-_..::d::•_n.::•:::•:::•::::w::h::il:::•:::·::9:::r_•:::_e:..:n:::::::::::::::.:_-l ~,>:I--+-----------!----l-=c=---------1--+--•.:::S:.::Cc.:H.:.,E:::M=E:__11,,,_____ SILT: Sandy, some clay, --+-+-------------------------1---1----------5 Q b.-.. SlLT: Clayey, micaceous, compact, green-gray SW ML SILT: Clayey, mlcaceous, L..------------some shells, comp(1ct, 154 Blows with ---~I ~ dense 1 gray-green I SM FINE. SANO: Silty, dense, gray~green 170Lb.H.ommer _J iightt gray-green 1811 Penetrot ton ML t 200 Blows with Boulder at 53' t70 Lb. Hammer !mpenetra ble ---~ 611 Penetration ML '--- --------------SP ~ FINE SAND: Sllty,dense, ·light gray-green -60-----------------------------------------------------..,------------------------'--60 NOTES: /, ELEVATIONS OF CHANN£CS 3:1 SID£ SLOPES AT /&. OF ABUTMENT PILE CAPS ARE ESTIMATED ANO SHALL BE VERIFIED FROM FINAL OCFCD CHANNEL LAYOUT, 2. ANGLE: OF INTERNAL FRICTION FOR SAND IS AN AVERAGE VALUE', COMMONLY USED IN DESIGN FOR SATURATED SANDS. 3. SUPPORT/NG POWER OF CLAY STRATA OVERLAYING SANDS AND GRAVELS LIMITED TO THE: EFFECT OF ADHESION. PREPA.RED BY Proposed Bridge~ P9-Norlh Abutment / Sto. 88 + 43 P7 Sta. 87 + 59 P5B Sto.86 +71 f'3 Sto. 85+ 91 lj;_ Roodwoy NOTE: Borings token on (j;_ Roodwoy I \ \ \ \ \ \ \ \ \\ '.\ \ 0 ,' ,;, \ \ '\ \ \ \ \ p 8 I I Sta,88+OI P6 , I I, Sta. 87 + 17 l-,;.--Exist. Bridge , -1. P4 I I Sta. 86-!· 36 I I P 2 / / S!o. 85+ 49 I I Pl-Soulh Abutment \ I/ Sto. 85 + 07 ti I <>:I I i1 I ~I I "'I I I I I I I I I I I I I I BEGIN PROJECT PLAN.OF SOIL BORINGS l 0 LEGEND PRE-STRESSED CONCRETE PILES Soil Boring New Roadw □ y Ex.isting Roadway JAMBOREE ROAD REALIGN~JIENT SAN DIEGO CREEK BRIO.GE BORING LOGS, SOIL DATA, PILE TIP PENETRATIONS DR/I.WING NO, 4. MIN/MUN TIP PENETRATION ELEVATION SHOWN AT PIER N0.2 IS GIVEN ONLY TO ILLUSTRATE TH£ INCREASE IN BEARING POWER OF PILE DUE TO LARGER VALUE OF INTERNAL FRICTION ANGLES FOR CLAY AND SANO ANO WILL NOT BE USED IN EVALUATING PILE CAPACITIES. CHECKED SCALE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT REVISED FIRST CONTRACT-SHEET· 17 OF 21 / ( \ "" PLAN & .36.24' ..... a:;;;;:~ ... o« ::·.C./'.5::2::'.s/ ;,.='o27.5e ./ ¥ c,?,?''ft!' S/d ,,c:,pe /:70-"/7~-=✓ , r .?.f!=,7:7?0,r-e7,,,--9',) s e"'e-_,c:;:,/ c7/7 o7 I . L:7',::;7.5e ~~✓,-¢/s ..5'/.?'c>e/ ;;,-=-,:::::,,,,.- 0,, ;;,e ,d,A'"?':7'¢ z7er.c¥ 7 s • '5" ee .;;, • • c5'?7ee/ ?V"-"'?: • /...9 · ....,,..,1(/"EF o/'4-P L5'o,?'..s ..,,,.., /::. J ,, ~ 0/7 "7 / ~ £ "" "' I I I I "' "" "' cm -----,,,,. I I I ---3::'-·::E--~ -----:E-----------3:-• .. L._ ·-±- ·-{ii')---~ cm :E-·-£--:r ( 1P o/ o/8 "'p 5 e [ 5/ee/ '"51/,o/?oS ~":.;-3-;:r 8" /12,-- ..:0"' C7S/7C"-\ i: Nole: For Gvqrd rail chanyes .see R-5l)8&·3. : •. -... ·_: ·.~:,: ----✓ 41?3' '::,r ..5 .::fVcs co_,.,7s;.,:,-.,;:;,--c..,'1/o/? ,e,/o//7.T • V • \! \ \ : , . \ ' :4 S // 0 --P c:-z ) , s~_:;6" x~o u/7/Ys- )---" -=/ _.i.;_:·~··?_ •• ~~~+_ .. •+.-7~·~~~--~#~·-··_.~ _______ .:.,__-l.. ______________ --f· /----L---------------'--'--~ . /"?' /7 "7 / _,,.,::=:, o C" Sc' I /"'1/ r.:;,"'/" ,,L7 o c7.5 e SECTION L~ ------\I§,7- /~"6# f--c-7C""C.,,----=,,-=C":;-"---'--=----=-:,•7/==-;;;----~ // (7-,,.~,,_ J.I ,~ ......>-r-1--....-,----l---.-----+---,---t--n~'·J· J----4-----,..--,-.,1 I r---.QI-~ ¥-~. ~>--¼---+-----ti f -ti!!---~ (ti r-I -1 ·· ·t@-f1~~ -----+--f-h~t le?:? -s.rd Pp e =Y4'"" .£? LL:///o .~,, 0/c:7. /2/o/es -2e! ¢-J:t,<;1'"::r /"'3 "Bo#s ;;.:'-;f:"":r3'::ra" .,£!? ~C?so~.,- c::::;,;-,;,;5;7 ~ ,, LA"d. /?"o,.-cs \ ~,------ir----------i)~---i- PLAN BASE ~ FOR PEDESTRAIN HAND RAILING -# ¢ L:'7c7,r::5 @' /8" C2 C. ---------1-_Jf.:.:_·.r..::::•.·•~=:-::::::::/:-c __ ~""'._c:;,.,-:-:_'77;::_.:_ •• :tl\; _' -c;;;. -,,;,, ¢ b'c7,r-S # c;;;-b'c?✓-..5 @i' /8-oc: ----·-----,--1°.··•::, )·.·.··N:-:: •\ ll;) Co,,.-?P/7£/0<::1/S .# C 8'e7,r-S IP' /2:"" o c. ----------1 ---, /08" .C-:0,,--79 ~c-e,-,:7/ .c5" <""" / ~ = e /7 ~ ~ e ,,,.-/V .5? 7 /Vo,,-;?f-'.7 ..4o ,:'.'.,/ / /77<? /7 /' 3-~ L'7e7,.,-;_5' @" ,.5 -0. C. @> ---~: ...S~/70,,.-/ .c:5'/oc--<f-s 0/7/:f?' : cf" ..,;¢,."'4 ..c5'i:-.:;7,,,.-,3 @ /C,,,.,. o. c 1 ~e / &;:,-'" e C"/.7 s~,r70,,.-/.5- DETAIL ~ -----\1§7- e • •· • ·.,· ·•··.·• . '. . ... •---• ...... -.•• ·:·.·.·. "'· ..4,4..5/2"0 -,,:;:, Ci/ ..5'....c::l7"-4c5' A'?/ 5/oo U/7// f.-c-:-l DETAIL ~ ---~- r - - -- ·-+---' I i I "' ·-.. . -·-··· r-. . . ~ . . --~ ' -~--' £ . F ~ ... ' -· Nofe fVc?rd cllan1, DvVf-Ji -rbr ~ ~ G· -~-. l1i rt roll ,-~---L?"'o// s ~ es ..5ee: R-5086'-S -'------· -- • " ' /f.? • ::J',f-, " /~ 1) // i , . :. . .. ·r ' • • ~ =.: ·: :'?:. .. . . . . . . . ·:: .. I ·~··:-·.·~:}.?(\ I ,. I . . . .. ..:3/Cf ~ Co✓-;,,,.-8"°' -· r-- ~0/79 /4? ~-L \l~t;;~~d;-. . • Ti -~- ·' .. . .. .. . I I .. • c;, -j . . . . .. > :·. ~ • . L -4 .-4' ..:5' /7" 0 .,£? C. Z ,5.LY'-~xc/· 8/c.b L/'"/'?./7' _S_E_C_T_IO_N_@_ ' . . SIDE ELEVATION FOR VARIABLE CURB HEIGHT Q. PIER No. 7 TO (l_ NORTH ABUTMENT ./V'O Tc. • .:::>ee CC?B,"" 67d Cri:;;,s-s-Sec/',0/7 ~ P/e,.-. .---1/2 ;::: S-"7. /VE /c SECTION PREPARED BY RECOMMENDED /1/o/e?s.· /. ,.p=--,,,»??9 ....5"/'.7"7# .::::::-o/7......V,.,-.-'77 .ro /2'"0.,,-,,, z 0/7 /CT/ .e fr""' e ,r-/1/ce7/ --4#07/??e /7 /. c. .,<7os/s S'oCTdY .o-e ,,-1,,b,,,,-/770'/ /o A?'°.c:7 Y/79" 3. C.,;:::,---.,,-27 _d ~C?#' c=-,f;Z?. c:;-?." /0 .be-£ OcCT/e,:;7'° C7/ c:7,.,:1/ .L7ec'C.<:" ~ c:7/ ~ ~c::"'/-;s" c:.,-;;r '5/.Z-e:"' /o .~CT/co L/'<!""'C"K «:.,/0/,1/7/.5. 4 c?'"ec:7✓-"'7"/7C e ro .-<?' e //7 ro,r-c //79' S/ ee/ //7 C ,v-.,,-o C?"/7"7 ....e' C1/°'#.?7p /O oe /'/ L 0/79"//. ,.<:? e-//7 70.,,-c c-/.77C" /7/ 70 S/qo C? / C7 # c:;/c::v.?7 /s ,✓-,7 /4"" Cl"'d/79"- /kpn»;, Ii.~ JAMBOREE ROAD REALIGNMENT SAN DIEGO CR EEK. BR IO GE . -PEDESTRIAN a GUARD RAILING PUBLIC WORKS DIRECT()R p LAN Bi DETAILS R.E.NO. CHECKED.¼'£ SCALE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT DRAWING NO. R·5010·S REVISED FIRST CONTRACT-SHEET IS OF 21 . r-; ' V) r ..4'/ L=::r,,£7. ?0#7/,""7 Oe.c,.<':, /4"",:7.,-/ L/'cyh/ Sae7# oe ,hf?- .4'7c ,.r-c> C7 s ed ?t:. ,Sc:7/77""" o> z <.:::" / F -f' .,,=os / 6°/?','-7C C7,/;1/ ,:::::=,:;:;/7es \ ; 4' ?7G ❖-,/ L? ,..y O c;..e:;>" ~ 9 ,,,c, pe 3/ e e P-e. , 4 - .?'.7,7.,-cx1/?ess = Y✓''k_ 1•, ,,,,.-,, /4 ?":1/,:;;" / 0. A" 0 :?/O',. / P pe S/ce-e .v-e. ?77/c K /?c!" .s-s = :9'4'" /"8,, d~.?7. ~,::7,c;:;>Vs _fil . '"" . i --, / c., 4Y..?j I ...:=IL./ 4 /--1 I I I I ...-'Br o/ L'.?e.::-K -~/7 / / I• ---- --c? YR " ,5'/~ ~pe LY?e I r=as.r I FRONT SECTION ~ -----\JV- ,:5'/:::::•e::-p-e ~o,,.-/.77"ed o/ /c? '5,:79e ~ .6' e /7 ✓.: c.21/= / d e=c;:;;" C7/?d G,,,-oL/ /7c c.9/7700/77 /o,,,-..5",,q,::;?,'./?79" £ff ,L='os;r' /'1// v l. A;?'o:; ,:1/?S/d:?'e a ---I 1/✓ ..5" 3" N" I I ' -i "-i I. -/>---I ii'-::-- " /1· ! / I ' 140" _JY4\ I ~,:;;-· V ' I ' ~/odJi!f - -· -·· '7'7"'0/e> --- ' ' -?/:? ~a· -, ' ', 00--~ w- ;-....-~ ,.,,,. ,L:5': 3/d ~,oe c7 / .<:1/ s / e ,,,- I', No f e: ,For hondrai I base B 19 I ,;_ 11 I J ELEVATION I I i. c/2'= S/d .,,=pe ..-=os/ ' I 4" I . \ ' /1/'4" ~" j __..;- -Y?" ..5/d .,,L='pe ,::7 / ,c/ s /er 0: ! ' SECTION ~ -----\JV- f=-----~ · 1~,, s~ Ppe \o-/ ,c/S/e ,,,- ~ ~o Gc7C"" /4?! b"e/7/ -....___' ' ~ /'~ ,-j~ L__ ,FM --=-· ::/0 Go,;7< ---3~-✓-/ c:"' _,gj L'.7e/7/ /o --✓"'1// .4"7s/ce C::::??<:7./7/?C'/ ' I SECTION~ \IV- !£0' • __ ~ , L_ ::,"£1?¾~ :-;::re;;-- op,:;'L,,/0 • .,5 ,P,?,, L//0' ---0 \, a'lcc /o/7/,.0'; \ ' C /?c7 /7/'.?e/ SECTION ~ -----\]!7- 1 -;O,.r-/Ve /?/ rL_ --1------t-t---·-'-~ ' ~ : l_ ~ c' ,/47' q.,r C Yef - ,'.".21/" .:7S/.7e ,,,- ;/ "# b'O/?; c3/4-L' CJ/?{?, /-/e ,,.r ./V L/ / <'.7/70 ~ C"'.S/?e"' ,..- SECTION (E'\_ ~-· //7/C:;,f--/?eS'S-- c:7.:5' A?' e q V-/ .:-e c /-3/"4 "S..---6#eo"'-\ ~ ~ hb/e __:S::...:E::..:C:.....T:.....l:.....O_N _@~ RAIL CAP DETAILS . RAIL C.ONNECTION ,_ ~q .::;:,,;,_ ,,,,, --------- / -----' '-, ~ ,1( """ :"; rY " SHII\~ DETAIL SECTION (D_ • ~ / SECTION (F'\ --'----~-REAR VIEW SINGLE RAIL POST if SECTION ~ -----~-SECTION l[j -----~- \ I\ -4 sa=a/os .S/'?e> e' / .,.c::='.::;::::,-,:::-,<'-//79' IJOTE U/./LE<Ss-OTHE'RW'ISE INDICATED, ALL GUARD RAIL METAL TO BE GALVANIZED STEEL. RECOMMENDED PREPARED BY p( ' ' Ji: Jtt,,.,, JAMBOREE ROAD REALIGNMENT PORTER, O'BRIEN Bi ARMSTRONG ~ SAN DIEGO CREEK BRIDGE 510 31 ST.c~~:~~'gN~;i~;:~ACH, CAL ~!R~1~" -PE DES TR IAN e GUARD RAILING PUBLICWORKSDIRECTOR MISC. STEEL DETAILS' (__j R.EN<ft5 DRAWING NO, CITY OF NEWPORT BEACH· PUBLIC WORKS DEPARTMENT R-5O10,S REVISED FIRST CONTRACT-SHEET 19 OF 21 SCALE ( , !½:::s &= C ~ /C .. //~?-"' ____ , .c"'"/ C?'-5' / 0~ _.,,-/c L5" e" "7" -~ G7 ,..=' "7"~-5 • c;;,;-"';A;,?_,,.C,-,:;,,-/~.-:, I-'--\ -T -'--'---'-/'* /C 41/4" ' C7""'" c=/0,-,77 e-,.,-/ C .L'.'.:7e=:" .::7 -✓ /"?' 9' ': _.,-=;;' "7" ~ /1,rb/e. .• DETAIL ~ \@/- AT SOUTH AB.UTMENT ...4/7C/70,,.,- L5' o./.1/'" 4# L7/./.77e" /7.S/O/?S C?'/"<=' .....=e~er?'w'1/"C <'.'.1//0-.,,,..- ?'o c"'""t::7s/ /",::7ce or 3/c:ro L7ec,,&-.::::::,/"/7/?; SECTION ~ _....::..;;;;:_..;__ __ ~_ AT SOUTH ABUTMENT, PIER NO. I THRU NO, 6 • NORTH ABUTMENT OPPOSITE HAND . ...pcv7 /VR 8 4 48 A-" 0 -.L7 C.1/. ~ ,/1/o,.,..-/ ./"7 .,.4"' O.c::,/ //??e/7 / \ ,Lk--Y?"/7..-,-e/77o/c7'~c:7 ,:;:;,/o .r?:7 / ./'1/ # e ..-,-\ ····--·-7\ ____ . _ _j ----7 ' DETAIL ~ -----\@7- AT i OF DIAPHRAGMS \ ~~----\,--- L ____ _ r----~ L ____ _ __ _\ PLAN -..5' ..217" 48-..5'/,c:,-p ~ ------ -----. \I ,-------, =-==-="7\T===-=~ --~ _J \ L__ ___j Le--/ a -/ ,O' ~ L7' /=-£/ /?C"' DETAIL~- ~ AT ~ PIER NO. 7 ---- 7 \1 -•~ == 9 \ -, -c;;;-;r ,,,.,..-,:;;; ~-/.7"c,, __ ·_ ,. , , ~<'.7'.s / c::>/??"e ,,.,-/c I_ c;:;;-";r / G" ::;-, / ?2" ,, C7'"~..s/o/77c-/""".rc· ~ e.<::7,,,--#77' ,..= "'7'.c:;'.7 ' -, \ L3' ec:7 ..-,-/?? 9' ,,.= C7 ~ ;_ _ _j DETAIL~- .~ AT NORTH ABUTMENT • \ ~ ~ ' .s;;-/",¢,r/c;;* ~! • ~1/7.C-ao..-,- :;c70/ / ..5 • /00 A? e'y7.v'/r. \ ~ I -..:}1/8 ~ .3- -~ \ ' \ [{) ~fl; ~ ·-~ / / / /7:? ~-// c'Y?" :9¢ /,5" FRONT ELEVATION OF BRACKET SUPPORT BY OTHERS GENERAL NOTES ,,,= p e <.5' q= ✓=o..-,-/ ~-.c:7c:;-/4" e / ..s c.7 / ?0e ..5'0.<!Y / /7 ,<='' /1./0,.,-.-77 ..4.b ,:::..,-/ /??'e'" /7 / ~ C?/ ,..<?,-e,,--/VP/ ~-.<11/ ,.,C::::,e,.,-A/-P 7.c' C?./ /oe JZ'f o/" /ae L'.7/~/.7 /""c?G7/7.7.S. ,.,,,= ,.,-o/.77 So,:::..,-./ /7 -4.o~//.77e""/7/ /0 ,..=',,,-e ,,,--/VP 7 c:7..-,-t:=' /,7'""~ /7 .71/CC""/ r ,0./e7/ o / c."'3 ..J. L7' /""<'.'.?'c:-..ec=/..5' /27,.,-/ .oe L'.'.7,/~./.7,,--L'.79"/'?.?S or <.p<'.7'.✓-7 /VP. 8 c:r .r-e> L'.7/ // = ,,,..-e /7./ "'75 /Vo/ec:7' //7 Sec:-/1/0./?S ~ ,E W ,-.?2>/'.:::7/ o,r" c? / • '-EQJ ~ No-le: £ Waler l/r1e co&slruc lion ,,oer rhis sheel deleled -f'rom conlracl,, .see Co17/racf -/t}/ 9 PIER NO. I THRU NO. 6 SIMILAR ~ /8"' /L7. ,,Lfoe /-:.._,,,;,.,,...,.,, L c;:-~.s/o/77e,.,.-;.,-c L5'e "'7" ,,,--,.,,, ,):::,-G7 ,-,C-7 C7,::;:r ,, a"-c;; ",,;--c '-,:;;·" ,=, ,,,./e c cp SECTION ~ -----~- AT i OF DIAPHRAGMS - .c"/ "7" s / 0/77 e ,,,..-/ c .c5'e C?-~.r/7£7 ..£7 C"' .c:;'.7 3::. c;;;·''..r c."'-' c;;;;---A-'/e C=-~ / ~~Tc.AE' P/P..:c:= ,4/VL7 S~,,,.C,/"70/4?T L5,,q...-4c,e .cT.5' TO· b'c"'"" -· ✓-==~ ,E'./V/3/1/" c L7 ;,4/f/ L7 • • 1/,1/'l/'S 7 4 .C:: L c L7 ····L5' ,v OT /:i?c,E'S TZ"f P /C-4Z/ SECTION LD -----'@)-. AT PIER NO. 7 SOUTH ABUTMENT TO PIER NO. 7 SECTION ~ \@)- AT SOUTH DIAPHR_AGM -SPAN NO. 8 g /8 "/ L2 ,-,=pe /:;,..,//✓ .... SECTION LD \gg7- AT NORTH DIAPHRAGM -SPAN NO. 8 RECOMMENDED PREPAR.ED BY ,/? • J f /J JAMBOREE ROAD REALIGNMENT PORTER 018RlENSARMSTRONG &_~,,,.;, ??, 'f-,.r:..n, SAN DIEGO CREEK BRIDGE ' • . APPROVED ' II Consullmg Engineers c,---,-"\ /'J , 18 I. D. \,NATER MA IN 510 31 ST. STREET, NEWPORT BEACH, CAL. *--L.~1.1....~ .. -u,,,"--'l:;i'-,--1 supp OR TS-p LAN 0. DE TA I LS • _ .--7 ~ 1, / } PUBLIC WORKS DI RE~~R OI /"ZI; -rY;:". .... 1..:1_.;::__. ___ ,..:R::_:;.E::.:,.-:'!!Ncf.c~.ic-:;:;;';;;?;;;+~'--------------r---:---'.'""".'."-:-'.'::--1 SUBMITT~~•!:'!;;i.;;51_rf'r·::·;,:r;91< .. ;,.:o'"""-DRAWN RL,i,/ DATE___ CITY OF NEWPORT BEACH DRAWING NO, PROJ. ENG. -~ • ---..... ··'l'-----+-----i PUBLIC WORKS DEPARTMENT R·50tO·S R. E. NO 07 35 CHECKEOff.,s'. SCALE REVISED FIRST CONTRACT-SHEET 20 OF 21 I}." • Co { +10 IP 2D 3P 91 I I 11,: 11 M 40 ,j I 5P 30 n,~ 23 S M 0 I ' 6D 2 I I I I 7P 6 CL 80 8 15 SM 9P 13 14 -10 I-w w "· z -20 Vl " 0 .... <Cl > w --' w STA. 80+08 EL 10.0 --·- 30 22'(103) 31 (98) FINE SAND (F !LU: Silly, medium dense ' d ' ,an on rust brown ASPHALT '(buried road) FINE TO MEDIUM SAND: Silty, numerous clay layers, loose to medium dense~ brown CLAY'. Sandy, Silly, medium, gray FINE _SAND: Si It y, numerous clay layers, loose, gray -30----·------- -40---------------- -50------- . H j, SM 1 9 IP II Flt,E TO MEDIUM SANO: trace of silt, loose1 • ii---brown----------------- ID 5 STA. 88 +75 1/EL 5.2 STA 90 +98 EL. 3.6 8 ~/l,l-19'-(-'-ll.;;;.6.:..l -:;:-:-::-,-:-,:c-,---:--- CLAY: SHty 1 Sandyj occos,onol shell fragments, soft to FINE SAND. Silty, 2 FIN:: SANO. Silty, loose 1 brown CLAY: Silty, trace shell fragments, soft to med\um, dork gray 2D 3P 4P 5P .J I 6P I SM a LL~ 31 medium 1 gray to PI,13 blue -gray ------- :}-Layer al silty tine sand 64 (58) [0.2] 101(46) L'26 J,4 45(79) 34189) ~NTERBEDDED SAND, 4D 26 coilly AND Cl.t,Y, Silty, me dlum dense and --··-·-· -1 • stiff, dark gray I 120 43 !,,,,,,,+----. loose 1 tirown • 2P CLAY: S:lty, numerous :t-----shell fragments, soft, dcrK gray ---1- F!f\lE $1lf y, gray ro COAHSE SANO· medium dense-, FINE SAND Silly, trace of she ti frogrnents 1 dense 1 to very dense 1 gray IOD 58 16(1181 CLAY· Silty, Socdy, numerous shell fragments, medium, dark gray FINE TO COARSE SAND: trace al si:t, medium dense,-to densei light gray to light brown 67 221102)[03] 46179) ---------0 L.I_:: 62 PI,36 20 5 [m,fi:',---,---------FINE TO MEDIUM SAND-loose ra CLAY: Sandy, stiff to very stiff t dor~. gray to brown SILT: Sandy, Clayey, medium dense, gray- green FINE TO MEDIUM SANO: trace of sill, medium dense 1 groy .... , ____________________ _ NOTES ! . 0.0 [:evofiar is Mean S·ea level. 2 Vcrttca1 Datum Based Or. State BM. V-· .-;o Located 10' SW. Of MAC ARTHUR BLVD .. 1l.nd 30d S. Cf P/J.USADE S RD EL.12 .. 69 BORING LEGEND No Sample .. -----~ 3 Advanced by Weigh.! of Hommer __ __/ ML 11' II l SOIL PROFILE VFRT !CAL SCALE lN FEET 543210 5 10 F..::£:.:d ,-:-e-J ·= Nurnber , .. w w le z u, z 0 l· <1 > w ,_J LlJ STA. 97+08 /EL. 52.B IP 3(101) CLAY: Silty, Sandy stiff to hard, brown 1 +50-2 ---+50 FINE TO MEDIUM 4D 24 SAND: Silty, trace of c!ayt medium dense, 74 red-brown to light 5P 70 S M 6!102) . brown I 6D z,d: FINE TO COARSE SAMO: irace sl If 1 -+40 medium dense to 9P dense, light brown 27 (88) I-w w "· z "' z 0 -C· <t > w ..J w 86 STA 97+00 85 ST A. 90+ 98 84 _5TA.88+ 75 82 '/ ,1 ' ._, I \ ' \ \ \ \ j fi,i __ P_~c_ci:.:J:.:~:.:~::..T.:__ LEGEND 0 son. OOHING NEW ROADWAY / PLAN OF SOIL BORINGS 0 50 100 f:iiL SCALE lN FEE. T 500 1000 ·--·-== :.iilS:.---~===:t ~~-·::, PREPARED BY I RE:?'"'~NDED PORTER, O'BRIEN 8 ARMSTRONG ~ /..1. J1.,.IL Consulting Engineers 8RovE~ JAMBOREE ROAD REALIGNMENT 510 31 ST. STREET, NEWPORT BEACH, CAL -:-f ·-1( "~ :e__ , GENERAL SOILS DATA SUBMITTED RY /) .. ,...-, _!2.-P . PU8LIC WORRKES ND,RcCTOR L7 --;,:-,.... / l t; ( r::::.,·----,...'.:.:_·:;;·~~-~=~...\---------·---------,--------! (,' {I DRAWN R.L.M. DATE • Dt:.:AWING NO. CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PROJECT ENG!~l-:.f::lt CHECKEDWP,$. SCALE R-5010-S FIRST CONTRACT-SHEET 21 OF 21