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Home My WebLink AboutR_6013_SDIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO, SHEETS 12 ORA 73 \\OfESS/ Total length of bridge • 1468'-10½" measured along ~ MacArthur Blvd ~ BRIAN R DYK REOISTEREO CIVIL'ENOINEER ffi/-_11_1•_-_10_1/:---=2=--"-~,__ ____ 18-=-2::.1_---=-0_" __ __,,,_ _____ ____:2==...4.:..:0:::..1_-.:::::0_" ____ --+-1-------____.:2::..4:..:0::..'_-::0_" ____ -l-------~2:..::4~0'._'-....:0::..1 _ 1 -------i------~2::'.:4.':'..0_1-~0'....." _____ -1, _____ _;2:..1'.:::5'.....'-..::0~"----.1 30 1-0" en w ~ No. C 34582 ~ -t< xp. 9/30/9 t-------------....a.\ PLANS APPROVAL DATE !6. Hinge 1 (6) FS I --I.. -. --.,. ... ,-,:a.,-~-, ~-' , _____ :--_ I ..... ... .... ffi@ FS -' Abut 1 ',, ~ , ---~-------~ • • • ' --------.. -------'r I,:~ lj -• :_":::, lj -,: :;) -'r-----:J ---------------- (1)(2)NS~ G)@NS-_ "-.. -----· . -· -'3 --------_. -------------- ~ , I yr ,' __ _,, ✓--------------✓-- -,,. _. --- PARSDNS DE L.EUWJ INC. Two Venture, Suite 550 Ir-vine, Cal ifor-nia 92718 ----· INDEX TO PLANS TITLE ¼1.11.1.L .... f I ~ .L • --C ---1 ----.-~ '-j , , _ :J ~--L J,-L 'i _1_] • • • '--Proposed • I I • 'i =Ir ::,.; .... ::,.;~~ ----__ ::, • • • • • /. c;.r..:::i~ [_::ic; [_::, r; [_:::i ,,. Abut 8 SHEET NO. 1 General Plan Structure Plan -1 Structure Plan -2 Structure Plan -3 Deck Contours - 1 Deck Contours -2 Foundation Plan -1 Foundation Plan -2 Foundation Plan -3 Abutment 1 Layout Abutment 8 Layout Abutment Detai Is - 1 Abutment Detai Is - 2 Abutment Detai Is - 3 Bents 2 & 3 • Datum Elev 0.00 . -152 • • . 153 Bent 2 • 154 • ,. ,~"'-. reinf box . 155 Bent 3 culvert i Relocated .' Bonita Channel ,, / . 156 ,--BC Sta 154•10.93 ...... ...... • • • . 157 158 159 160 Bent 4 Bent 5 ELEVATION Scale: 1"•601 $.. Route 73 160 t Ramp . 161 . 162 · Bent 6 • • • . / 163 LApprox OG along $_ MacArthur Blvd 164 i Ramp BA-3 i MacArthur Blvd APPROXIMATE QUANTITIES RELEASED FOR CONSTRUCTION ,AR,>@~ PROJECT ENGINEER• r:i-~-kii DESIGN DETAILS CtOL~ ll!ESION MIISIONT € ::-, ~/2-2 / q_4=. •tGNDFF DIITE f J QUANTITIES FIL.E ID· P''■Jh,41J,pkg1,41J1bgp0 ■ht AS BUILT C'ER I IFICATION: The improvements haVe been installed ,n subStanttal compliance with the hnes and grades shown on these As-Built plans and with the quality cntena s91 forth 1n the proJBci spec~ /7,-;7 / / . / .....--)..1A l p ... · .• ~ig1/ ~,."°·.!'I / 3/ 94' Date ASSURANCE: The i~ements have been reviewed and found to be accurately recorded by the A&-Bultt pl8M- NO TE: .411 (A:;-811ilt) correct,or,~ :ve Ilnn, ,'l'i .,rl'<J •r:.t· !'., .. ~. at·,; Jlt/11( Date IT K. Hsioo/P. Liu 0CCICED • LOAD FACTOR LIVE LOADING• 8. Yach/R. Price DESIGN IT om:xm 8. Y_och/W. Zopfel IT R.Peng LAYOUT K Hsiao IT Cl«l<ED IT J. Stept/T. Ton R. Winrow/L. Dickson SPECIFICATIONS P. Reber PL.OT DATE' 26-MAY·1994 16:16 PEN TASL.E• 4131 pen Ramp MB-8 PLAN Scale: 1"·60 1 HS20-44 AND ALTERNATIVE Prestressing Cost-In-Place Furnish Pi I ing CC lass 70) Furnish Piling CHP 14x117, 100 Tonsl Drive Pile (Class 70) Drive Pile CHP 14x117, 100 Tonsl 15" Neoprene Strip Joint Seal Assembly CMR==5 1.,2"> Joint Seal Assembly CMR==6 1.,211 l Joint Seal Assembly CMR=8"l Structure Excavation <Bridge) Structure Backfil I <Bridge) Structural Concrete, Bridge Footing Structural Concrete, Bridge Structural Concrete, Bridge (4000 psi@ 28 days) Structural Concrete, Bridge (4500 psi@ 28 days) Structural Concrete, Approach Slab Bar Reinforcing Steel (Bridge) Concrete Barrier (Type 50Al Concrete Barrier <Type 25Ml Slope Paving (Concrete) Miscellaneous Metal (Bridge> ANO PERMIT DESIGN LCAD CIECICED T. Ton ~ TRANSPORTATION ~~....-CORRIDOR AGENCIES GENE FOSTER TCA CORRIDOR MANAGER ORIGINAL SCALE IN INCHES FOR REDUCED PLANS I 2 3 cu 12-332 EA 102540 • • . . 165 166 167 Bent 7 2 3 4 5 6 7 8 9 10 1 1 12 13 14 15 16 17 18 19 Bents 4, 5, 6 & 7 Bent Detai Is - 1 Bent Details -2 Typical Section p._r.O 20 ,-21 t2IA I 22 Girder Layout - 1 Girder Layout - 2 EB Sta 166+40.37 Elev 75.68 $_ Ramp MB-8 rl£1.,E1.,, Sr!EE/-~I~ ~· lrP,_E//::IIDi~ < 'A.;,-dJlt..T/ OEMIL.S 856093 5001 29827 180 660 269 166 103 171 6112 3684 1988 766 1165 13395 229 5347300 1529 3055 197 40400 BRIDGE NO, 55-734 POST MILE 23.82 LB LF LF EA EA LF LF LF LF CY CY CY CY CY CV CY LB LF LF CY LB MACARTHUR DISREGARD PRINTS BEARING EARLIER REVISION DATES-► 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 Girder Layout 3 Girder Layout 4 Hinge Detai Is - 1 Hinge Detar Is - 2 Hinge Detai Is -3 Elastomerlc/PTFE Bearing Deta i Is Restrainer Unit -Type 2 Hinge Joint Seal Detai Is Deck Drainage Details Deck Drain Type D-2 Modified Structure Approach N C30S) Modified Slope Paving -Ful I slope Structure Approach Drainage Detai Is Abutment Joint Seal Details -Movement Rating Greater Than 4'' Miscellaneous Detai Is No. 1 Miscellaneous Details No. 2 Log of Test Borings 1 Log of Test Borings 2 Log of Test Borings 3 Log of Test Borings 4 Log of Test Borings 5 Log of Test Borings 6 QCM REl.EAS£! JUN 0311911. fOR fONSlBIJCllOtl BOULEVARD OVERCROSSING GENERAL PLAN SHEET '5/Z6/94. , OF 43 - PILE DATA DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS BVC Sta 143+80.00 Elev 111.15 EVC Sta 157•80.00 Elev 82.71 BVC Sta 165•00.00 Elev 76.95 14" Alternative 'X' Class 70 HP 14 X 117 Steel Pile 12 ORA 73 EVC Sta 171+00.00 Elev 69.44 Design Loading (Service Load) Specified Probable Design Loodin~ Specified tie elev Probable oFEss, -3.261. R/C •0.17571. Per Station -0.801. 1400' vc R/C • -0.15001/. Per Station -1.701. 600'VC Location Abut 1 (Incl WW) Bent 2 Bent 3 70 Tons PROFILE GRADE Bent 4 . No Scale Bent 5 Bent 6 Bent 7 Abut 8 Clncl WW) 70 Tons -·---~··-------------- BB--Total len th of brid e • 1468'-10½" measured alon MacArthur Blvd i------------..:.....:....:.=__c..:;"-'--"..:.:..:.......::....:--=..:c..:..::..:z..::... _ ___:__:_=___:~,f,___'.___'._.'.:=--==~~_ll_:-i:.._=~~'."'.'_~~--------------- 111' -10 ½" 182 '-0" 240'-0" ' ' -,, 'ft' -----':::::-_ -........ -~ -,--"--___ .,.,, ... ,----r-, , ,_ ----.... ,,,. ..... - " .... ' .... Abut. 1 ',..._ (AS-BUILT)~-- Z5'-0" (WEST HAltVT RP.) Retaining wall R1149, see Retainin Wall Plans g Datum Elev 0.00 152 ----. 44+03.27 BC -- ' , --, -/7 ~ L;" -' - crossing t ,-Bike ~,-_ =1.1'',...} \ J LJ,_,,~,, ~ ' 4-l-!-&'-1'1-,_ 511 '.o --cej< FS Min Vert Cir --'v )IC -I -----------1 t ------/ ---F = -l -, ----=-----~ ---~ ~--·--------,:-1----.--,----.--.-------------------------------I I I I I I ,h- r .J--\-L,-1,-.l T ',-, 1 = 7 r-= ~ -c!-, ,---'-, .. --,.-•-,J--,_ .. ,J __ , ~Approx OG 11 II ii ',,--J 'Tl _I_ L ,i.l J _ I ·===-=--=--= lr,---•---i,,-_. ___ .,,_J ___ , I ~ M A th Bl d " " II " 11 11 a ong ac r ur v . Bent 2 (__Proposed remf box culvert Bent 3 To be built per dr oinage plans 153 154 ELEVATION Scale: 1"·30' 155 :t: For Hydrological Summary, see "Foundation Plon-1" sheet. 156 Retaining wall R1149, see Retaining Woll Plans -~ Toe of cut-- $_ West Moint Rd $_ Romp MB-3 Cl Reinf l Relocated Bonita Channel /{\. Mark 0./29/94 oec.k drain re.v1s1on I, K. Data Descrondons Rv Revisions tie elev ti~ elev (Service Load 38 33 100 Tons 100 Tons* 100 Tons* 100 Tons 100 Tons 100 Tons 31 26 tie elev -5 -10 -23 -28 -20 -25 -15 -20 -14 -19 -8 -13 REGISTERED CIVIL ENGINEER 0 BRIAN R DYK ,.,.. l;!:! No. C 34582 :x:, PLANS APPROVAL DATE _., •P•-"9"'-'/ 3=0"'-'/9"'5 ,t-i-,;;;_;~.....,;_...,;;.;_.;,,.;;. __ ..,;;.;_..,;.;;;_ ___ ~ /J.~ PARSDNS DE LEUW, INC. Two Venture, Suite 550 Irvine, Callfornla 92718 * Reduction for down drag forces 31.5 Tons per pile at Bent 3 33.5 Tons per pile at Bent 4 1'-9" (?El?,~FOS ,A,,1,4(-53,' SUBS,r/TU,'E 35';r ::!4'' Pl pc •1 nr'/1 , ', -r,{ ,...,_ t..., 48'-9" J.oo--------'--_,'. i MacArthur Blvd I 97'-6" '18'-9" -------- 8'-0" 24'-0" 14'-0" 14'-0" 24'-0" '-0" ~"i:i:.-i---~;--'"-----f-7~,!_-+.i.\r-~~!_--.i----,-=-~.::'._---~~-=--1 Shld \ 2 Lanes 1 Lane 1 Lane 2 Lones Shld 1'-0" 1'-9" --Concrete barrier type 25 (typ) Concrete barrier type 50A modified, see Varies -1/. max _r-4 •-1 □1/2 " 1½" Conduit for 1 7 ,_n"I Signal interconnect ~ ,---~t See "Electrical Plans" (typ) 2 I , \ ~;:::=:!~~~~!::t==r=r~==ir===~=i'=~~~====r~ ""'--L ~ 3/4"x10" Beveled 1 recess Ctyp) '° I 2'-6"x2'-6" Future utility . O> r;;;;;FOS A.fAC-53 SUBSTITUTE 3~ / CM? ATALL t.tJCATlO 'S 2'-8" 91 Opening for the 2 4 "91 Water Line IRWD -3006. Cast-in-place pres tressed cone box girder opening ,· ( PER Rr"OS A-fAC-53) •• ,/ .3.;, "C11"/ P MAY BE Sf/8.STITUn•~==t=~ FtJI? llf E Z ~~ ".x Z'-te "t'PEh'IWG'" 3'-0"x1'-8" Openings for__,'---+--~ 48-4" 91 Pacific-Bell ductbank PACBELL - 3005 Approx OG or roadway grade. For roadway cross sections, see civil dwgs MacArthur Blvd 152•46.60 •West Maint Rd 45•38.60 -------------::: :::: :::: ----- Box Culvert $_ East Moint Rd r ___ i ___ _J_r--, r ___ .1-___ _J-r--, r ___ .1-___ _j_r--, CM. Top of fill BB 151+ 71.49 Elev 90.84 -::-----~-OJ 10 To Newport rr:, Beach of cut 347 2=1 .. RELEASED FOR CONSTRUCTIORe Of tf:R,~x,.. 6/1 Jq,,_ PROJECT ENGINEER DATE DESIGN DETAILS DUANTITIES FILE ID• /usr/1■1/■Jh/413/pkg1/4131bgp1.■ht PLOT DATE• 26·MAY-1994 15•48 PEN TABLE• 4131.pen -- 34B --:::::: I ',153 ~ I \ { + I I I I I I I I I I I I wi ngwa I I See Channel plans I <LB i ke crossing See Bonita Channel plans MacArthur Blvd 153+92.12 •East Moint Rd 43•30.93 BC 154+10.93 1/) "1 l Ramp MB-4 Ram MB-4 44 7+25.00 \ PCC (/) Q) '-0 > I I I I _ I I -Tr----------- -4 RAMP MB-3 R·1200' .6.·31° 52'25" T-342.66' L•667.56' RAMP MB-4 R·1200' .6.-so· 53'27" T-570.97' L-1065.86' MAC ARTHUR BLVD R•2000' .6.•42° 35'36" T • 779.63' L•1486. 78' CROSS I I I I I I I _ I I I _ I I -Tr------------Tr----------- -4 -4 SECTION -BENTS 2 & 3 Scale: 1"•10' NOTES: t CD ® @ Paint "MACARTHUR BOULEVARD OVERCROSSING" Paint "Bridge No 55-734" Slope Paving Structure Approach Type N (30S) Modified Metal Beam Guard Railing, See "Roadway Plans" Minimum Horizontal Clearance © ® ® 8 Point Of Minimum Vertical Clearance AS BUILT Q--Standard Plan Sheet No ~Detail No 2. For General Notes and Standard Plan List, see "Deck Contours" sheet Q ~Cha1111 ■ ChanpdaMIJlt11d Al lullt Date: 3. Provide 12" (length) x 3" (height) opening at 3' center to spacing along median Type 50A barrier for deck drains. center 4. All deck drains are Double D-2 Modified For details, see "Deck Drainage Details" sheet. •Reinf Box Culvert 42•97 .61 PLAN MacArthur Blvd 153•59.71 POT • Relocated Bonita Channel 42•82.14 POT MacArthur Blvd 155•37 .86 POC • Romp MB-4 451+06.11 POC ()CM _,,EASE OCT Of 8' Scale: 1" ·30' n K. Hsioo/P. Liu Ol!Cl<ED LOAD FACTOR LIVE LOAOINO• B. Yach/ P. Dickman DESIGN IY Ol!CICED W, op el BY R. Peng 8. Yach/ P. Dickman LAYOUT K. Hsiao IY Ol!~ED J. Stept/T. Tan . Winrow/ L. Dickson SPECIF I CATIONS BY P. Reber • HS20-44 ANO ALTERNATIVE ANO PERMIT DESIGN LOAD 0£Cl<ED T. Ton PL-#ll tll'EC9 P.Liu - ~ TRANSPORTATION .....,.....,.~ CORRIDOR AGENCIES ORIGINAL SCALE IN INCHES FOR REDUCED PLANS I 2 3 GENE FOSTER TCA CORRIDOR MANAGER cu 12-332 EA 102540 FOR CONSTRUCTIOft BRIDGE NO. 55-734 MACARTHUR BOULEY ARD OVERCROSSING POST MILE 23.82 DISREGARD PRINTS BEARING EARLIER REVISION DATES-► STRUCTURE PLAN - 1 OF 43 -3.261/. BVC Sta 143+80.00 Elev 111.15 R/C -0.17571. Per Station 1400' vc • EVC Sta 157+80.00 Elev 82. 71 -0.801. PROFILE GRADE No Scale BVC Sta 165•00.00 Elev 76.95 • -0.15001/. Per Station 600'VC EVC Sta 171+00.00 Elev 69.44 -1.701/. AS BUILT Q NoChangee • Changed u Marbd AI-Bullt Data: DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO, SHEETS 12 ORA 73 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE PARSDNS DE 1.EUW, INC. Two Venture, Suite 550 Irvine, California 92718 OfESS/ RIAN R DYKES ,.... . C 34582 "" p. 9/ 30/9 CIVIL or c~\.' Total length of bridge-1468'-10½" measured along t MacArthur Blvd -_______________________________ _;_.:...:.,:::.:_:.=..:.;~..:......:::..:....::..:...:..=L::_:__:__::-=-._:_::~__:_:.:..:.:::.=.:::.:...::.::_=.:..::_:_:J!~,.___:_::==.:....:_::..:.::.:__::..:...:...=_ _____________________________ ,► Datum Elev 0.00 156 240'-0" 240'-0" 240'-0" 240'-0" . " ~FS t\. ./"' v -------------p.-s, ,..~ ........ , ,... ....... ,.."l ..... ~ --,.. If=· -~ ... I • a • _, D -a • D 'n--L---~~L---~-L---'nJ ____ , II II II II II II II II Bent 4 157 Deck 17 drain Ctyp> _)<,1 , 157 I I , 'Skew 50°3 - ---------- 20'=7!!.__Min 158 15B Hinge 30'-0" I (AS-8Ult.T)G)'g)2 NS---.., 28 1-lc, I/ l/ 27' 611 Min Vert Cir--_L_ L ------- -• ----------- - - - -., ,r-· i--i...--, ~ = ='= -·-- , r---,--·-- , ---------------'n I J', I J', I ---,a., I J --r r-1r--r-~-,r--r---,r---r---, ------.------,------1-.c====----------- II II II II ~¾;prox ~--L---J'n-•L---J~--L---•'n--L---J Vert Cir 0 (Q ♦ Skew OG II II II II II II II II along ~ MacArthur Blvd II II II II Bent 5 Bent 6 159 160 161 162 ELEVATION Scale: 1"•30' Ram BA-3 353+00.00 EC ·102.77'Lt Rte 73 1153•00 POC Ramp BA-2 256+00.00 EC ( PER ;:;,t, I JV,? ,__ ·-._ _1 "-,,, kE<-'JC:ATE bE.:,/.. £:!'.'Alli T'1 ~ .. EAlf'IIIN .;E b/,,qf-fiAA ✓1 t ~-1/,l,c:_;_ 1':- MacArthur Blvd 159+45.37 POC •Rte 7 3 1152 •98.18 POC =81,96 Rt Rte 73 1156+00,00 Hinge t Route 73 R-2000' 6-42° 35'36" T-779.63' L-1486.78' Rte 73 1158+62,70 EC ~Ramp BA-2 54° 17'22" ~ MacArthur Blvd 160 , I I ., 162 -Skew ..___., 55°33'04" - Ra BA-3 350+10.09 PCC -1:i~ DESIGN ■T K. Hsioo/P. Liu DETAILS IT R. Peng IY 81CINlll'P' IMTE QUANTITIES J. Stept/T, Ton t- g._ MacArthur Blvd 157+62.29 POC ,,. ~ll' •Ramp BA-3 351+52.64 PO Rte 73 1131+10.69 Q,IECICED B. Yach/ P. Dickman Q,IECKEo W. Zapf el B. Yach/ P. Dickman Q,IECKED R. Winrow/ L. Dickson LOAD FACTOR DESIGN LAYOUT SPEC IF !CA Tl IJf.i PLAN Scale: 1"·30' LIVE LOADING• IT K. Hsiao BT P, Reber HS20-44 AND ALTERNATIVE AND PERMIT DESIGN LOAO Q,IECICED T. Ton ~PL1u MacArthur Blvd 161+07.28 POC ·Ramp BA-2 254+40.98 POC If\ nl:J,</t'/4 oec.1< drain revision I, K. Mark Ra BA-2 243+36,56 BC <A TRANSPORTATION GENE FOSTER CORRIDOR AGENCIES TCA CORRIDOR Data MANAGER Descriotlons Revisions BRIDGE NO. 55-734 POST MILE 23.82 Bv ------ 163 RAMP BA-2 R-2500' 6•24° 36'32" T-545.29' L-1073.76' RAMP BA-3 R•6000' 6-14° 41'02" T•773.09' L-1537.70' R-4094' 6-4° 03'26" T-145.02' L-289.91' ROUTE 73 R-4000' 6•19° 31'09" T-688.02' L-1362. 70' NOTES: QCM RELEASE; OCT 078 FOR CONSTRUCTIOI( 1. See "Structure Plan -1" sheet Note 1. 2. Provide 12 11 C length) x 3 11 I height) opening at 3' center to center spacing along median at the bottom of Type 50A Barrier for deck drains. 3, Al I deck drains are Double D-2 Modified. For detai Is, see 11 Deck Drainage Detai ls11 sheet. MACARTHUR BOULEVARD OVERCROSSING STRUCTURE PLAN -2 ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 I 2 3 cu 12-332 EA 102540 DISREGARD PRINTS BEARING EARLIER REVISION OATES_., SHEET OF 3 43 FILE 10• /uar/la1/sjh/413/pkg1/4131bgp2,sht PLOT DATE• 26-MAY-1994 15•52 PEN TABLE: 4131.pen DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS -3.26Y. BVC Sta 143•80.00 Elev 111.15 R/C • 0.17571. Per Station 1400' vc EVC Sta 157+80.00 Elev 82. 71 -0.801/. PROFILE GRADE No Scale t BVC Sta 165•00.00 Elev 76.95 R/C • -0.15001. Per Station 600' vc Total length of bridge • 1468'-10½" measured along $. MacArthur Blvd EB 240'-0" 215'-0" • • - EVC Sta 171•00.00 Elev 69.44 -1. 701. ------ 1'-9" 48'-9" 8'-0" 24'-0" Shld 2 Lanes 14'-0" 1 Lane ¥_ MacArthur Blvd I 97'-6" 14'-0" 1 Lane 12 ORA 73 REOISTERED CIVIL ENOINEER PLANS APPROVAL DATE PARSONS DE LEUW, INC. Two Venture, Suite 550 Irvine, Col ifornio 9271B 48'-9" 24'-0" '-0" 1'-9" 2 Lanes Shld OFESS/ C:. RIAN R DYK !!:/ No. C 34582 xp. 9/30/9 CIVIL Of Cl-I.\ ~-, , 'Ii' ---. -, ~--,, -------l -,' ---~------.~ ----';;-'------------,--~ - - - - - ---...: ::---- - - - - - - -,,,r:~ -----· -----,------· Abut 8 ~ r--T---, r--T-'--, r--T-'--, r--T_,__, 2-2!-.,....}'! Min Vert Cir L G)@ NS L 11 " L ___ .J L ,,.,, L ___ .J L "or L ---.J "" 1111 1111 OG "" 1111 1111 prox Lltff,L ___ .J 1111 1111 22'-I" (AS-Bl1/lT) Datum Elev 0.00 163 Ram MB-8 855+49.75 EC RELEASED FOR CONSTRUCTION '-12. :l>..e~ l /, l<11t PROJECT ENGINEER OATE a ong $. MacArthur Blvd Bent 7 164 165 ELEVATION Scale: 1"·30' ~ MacArthur Blvd. Ram MB-8 858+93.84 MacArthur Blvd 164+ 70.27 POC Deck drain _ _,,. (typ) Skew 57• 41'05" ~ Ramp MB-8 MB-8 857+78.03 POC 0 r,... + PLAN Scale: 1"•30' 0 0 0 N I o= • 166 ------; ------ '---14 Top of fill BY .,..cno LOAO FACTOR LIVE LOAOINO ■ HS21!1·4<1 AND ALTERNATIVE _,, -:I:2. DESIGN K Hsiao/P. Liu B. Yach/ P. Dickman DESIGN AND PERMIT DESIGN LOAD 7t. LitufA!r6: 1-----+ .. -----..:......::.-------~-=CIC==E~b ~;.::_ ~o='p r.er~~4.!:!L!::!AY~U~T--+;;;: .. :----K-. -H:-s:-ia_o ___ ..:.::,:=;~ ... :;C;:;;ICl!D;;;--=':;:T:=-. ':;:T_:on:c;...c:c,_ __ CIIL-1 :-,•DMT I DETAILS R. Peng 8. Yach/ P. Dickman ° ••-DA,. 'fi/.-1,1 7L'l4-= QUANTITIES .. J. Stept/T. Tan .,..cR. Winrow/ L. Dick~on sm:tFtCATIIJIS .. P. Reber P.Liu --- Approx 0 G or roadway For road grade. 3'-0" X 1'-8" way cross-Openings for section, see 48-4" Sil Pacific civil dwgs ----, 1 Bell ductbank ---'"---+--''-- 2'-8"9l Opening for the 24"9! water line IRWD-3006 167 -~-~!_ PACBELL -3oo5 (I) Q) ·-L 0 > -----l-,----L-r------~--r---~-T------J--r---1 -,------J--r---i------~ t I I I I I I I I I I I I I I I ~ I I I I I I t I 1 I I I I '-~~------~-----~-~~------~------·-~~------~------~~4------~-----------1 I I I I I 1 I I I I I I I I I ~ ~ ~ -'1,,'-Retaining wall R1160,.1. see Retaining Woll 1-'lans 167 Toe of cut C ROSS SECTION -BENTS 4 Thru 7 Top of fill Retaining wall R1162, see Retaining Wall Plans co ~~1 2 h To Newport Beac .. -IX) t0 EC 168+97.72 To Santa MC • I, k.. tlons B Scale: 1"•10' -ID I I(') R·2'-9" 8'-3" TYPICAL COLUMN CROSS SECTION RAMP MB-8 R-1500' .6.•14° 57'36" T•196.94' L-391.65' NOTES: Scale: 1"·5' 1. See "STRUCTURE PLAN -1" sheet Note 1. AS BUILT □ NoChangee ■ Changed u Markld A•Bullt Data: 2. Provide 12" (length) x 3" (height) opening at 3' cente~ to spacing along median Type 50A Barrier for deck drains. center 3. All deck drains are Double D-2 (Modified). For details, see "Deck Drainage Details" sheet. QCM RELEASE OCT 078 FOR CONSTRUCTION ~ TRANSPORTATION -~-CORRIDOR AGENCIES GENE FOSTER TCA CORRIDOR MANAGER BRIDOE NO. 55-734 POST MILE 23.82 MACARTHUR BOULEVARD OVERCROSSING STRUCTURE PLAN -3 ORIGINAL SCALE IN INCHES cu 12-332 EA 102540 DISREGARD PRINTS BEARING EARLIER REVISION OATES_.,. NLY l SHEET FOR REDUCED PLANS B I 2 3 FILE ID• p•\■jh\<113\pkg1\4131bgp3 ■ht PLOT DATE• 215-MAY-1994 16•00 PEN TABLE• 4131.pen OF 43 = = en I • ~ ,., • , /. 21. Lt EP and ES 100'V Axis of Ro at ion __:_~.!__~~ 100' v,. ----o ':j? EP and ES 0 ':j? ':j? V RELEASED FOR CONSTRUCTION ~ (t Brg Abut 1 , I + I + 100'VC 100'VC 0 ~ lO lO .. 152 I I • "'t• .. ., .. I 'o"' .. ---Edge of deck Edge of deck , +21. Rt EP and ES ______ Axis of Rotat_i o=n-'---...:.<_i.==--:...J _ -2% Lt EP and ES ':j? 0 I.O .- 0 ':j? lll I.O .- ~ co I.O --~ Bent 2 -Edge of deck .. Edge of deck , --"~--(t Bent 4 PLAN 1 II = 20 1 □ -Indicates even foot contours x = 10' intervals measured along station I ine Contours do not include carrber Contour interval 0,2' CONCRETE STRENGTH AND TYPE LIMITS Structure Concrete Bridge Structure Concrete Bridge (4,000 psi@ 28 Daysi ~ Structure Concrete Bridge (4,500 psi@ 28 Daysi ,: I<. )> ,I? 4 SUPERELEVATION DIAGRAM ~ Structure Concrete, Bridge Footing No Scale PROJECT ENGINEER F'ILE ID: P''-•Jh'-413'-pkg1'4131bdc1 oht PLOT DATE• 26-MAY-1994 16•09 PEN TABLE• 4131 pen CESION BY 0tl!CKED . Zap el ~ TRANSPORTATION DETAILS R Peng 1------1--·-....;;... ____ --11--...!:B:::.,...!Y~a~ch~/-.!.!R.:.... P~r~i c<.::e'---__, --....--CORRIDOR AGENCIES BY QECICEI J. Stept/T. Tan R. Winrow/ L. Dickson B"I' • DECKED P. L1u/J. Stept 8. Yach/ R. Price CUANTITIES ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 2 3 GENE FOSTER TCA CORRIOOR MANAGER cu 12-332 EA 102540 DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO, SHEETS 12 ORA 73 L REGIS PLANS APPROVAL DATE PAASONS DE LEUW, INC. Two Venture, Suite 550 Irvine, Col ifornio 92718 OfESS/ -PETER L. LI u ---~-\ l$i No. C 48409 p. 6/30/9 STANDARD PLANS DATED JULY, 1992 SHEET NO. A62B A62C A75A B 0-1 B 0-3 B 0-5 B 0-13 B 2-5 B 7-1 B 7-10 B 8-5 811-53 814-5 ES -7A ES -7D D99B TITLE LIMITS OF PAYMENT FOR EXCAVATION AND BACKFILL -BRIDGE SURCHARGE AND WALL LIMITS OF PAYMENT FOR EXCAVATION AND BACKFILL-BRIDGE CONCRETE BARRIER TYPE 50 BRIDGE DETAILS BRIDGE DETAILS BRIDGE DETAILS BRIDGE DETAILS PILE DETAILS -CLASS 70 BOX GIRDER DETAILS UTILITY OPENING -BOX GIRDER CAST-IN-PLACE PRESTRESSED GIRDER DETAILS CONCRETE BARRIER TYPE 25 WATER SUPPLY LINE (DETAILS) -(PIPE LESS THAN 4" DIAMETER> SIGNAL, LIGHTING AND ELECTRICAL SYSTEMS -ELECTRICAL DETAILS, STRUCTURE INSTALLATIONS SIGNAL, LIGHTING AND ELECTRICAL SYSTEMS -ELECTRICAL DETAILS, STRUCTURE INSTALLATIONS EDGE DRAIN OUTLET AND VENT DETAILS GENERAL NOTES LOAD FACTOR DESIGN DESIGN: (1983 AASHTO DEAD LOAD: LIVE LOADING: SEISMIC LOADING: REINFORCED CONCRETE: PRE STRESSED CONCRETE: BRIDGE DESIGN SPECIFICATIONS with interims and revisions by CALTRANSl Incl~des 35 psf for future wearing surface. HS20-44 and alternative and permit design load. Peak rock acceleration= 0.44g Depth of alluvium= 10 -80 feet and TCA seismic criteria. fy = 60,000 psi f~ = 3,250 psi (UNO) n = 9 Transverse deck slabs (working stress design) fs = 20,000 psi fc = 1,200 psi n = 1 O See 'Prestressing Notes' and 'Girder Layout' sheets. AS BUILT • NoClw..gaa Cl Changed a 191 Md Al Bultt Date: QCM RELEASE JUN O 3 1994 .E.QR OONST.RUCTIOl'l BRIDGE NO. 55-734 MACARTHUR BOULEVARD OVERCROSSING POST MILE 23.82 DECK CONTOURS - 1 0'l I 0'l I a:, ..... • • • • • • • • • • • • • • • • --Edge of deck PLAN 1 II = 20 / o -Indicates even foot contours • = 10' intervals measured along Contours do not include camber Contour interval 0,2' RELEASED FOR CONSTRUCTION tr:e.43~ ti, l?IJ- PROJECT ENGINEER oATE CN. TIWm DHUIN ll'IIRSIOHT / SIGN r,~ IMTE s/2 7( 91= FILE ID• /usr/1a11•jh/413/pkg1/4131bdc2.sht PLOT DATE-26-MAY-1994 13•17 PEN TABLE 4131.pen station 78 I i ne / l Bent 5 ✓• • • • ✓ '/ It Bent 1 / ✓ • • • • • ' ' ' ' \!) 0 Lf) N 0 ...... 0 0 • • • • 0 0 0 0 I ,q-L L L i.n (1) (1) (]) +-> > > -t- C: OI (1) en (1) en Q) C (1) C: -§ -C -CD QJ 0 ·-·-0 ·-en en CD _J +-..J +-..J +-C (;:)I C C C ·-(di ~ 0 {" 0 ~o :c -u -u ..., u PLAN CAMBER DIAGRAM NO SCALE DESIGN IIY P. Liu/ J. Stept IIY 01ST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 ORA 73 Edge of deck (t Bent 6 OfESS/ • • • • • 8\ Edge of deck • • • • -' -0 0 0 0 0 0 • • • 0 0 0 .... C C C 0 a 0 +-0. 0. 0. ::J Vl Vl 1/) .D < ... ~ ~ ' .., QI L CD ~ C>eCICID B. Yach/ R. Price Va I ue "C ", see table "'f" +-c (l) en • • • • , /. 8 • Carrber "A", see table value ½ LO Cl) +- L Q) > Q) §- -c -c -c o o a ~ Q ~ 0 ri 0 g' c ·-(l) :c en Corrber "B ", see table value . - PLANS APPROVAL DATE 0 PETER L LIU ,._ ~ No. C 48409 "° •P• 6/30/96 * PARSONS DE LEUW, INC. Two Venture, Suite 550 Irvine, Col lfornio 92718 CIVIL /J---t Of' C~\.. • • Time Dependent Elapsed time in days measured from prestressing short hinge side fill closure and load transfer 30 days 60 days 90 days 120 days 180 days 240 days 360 days 720 days Comber Comber II A II 0. 19' o. 17' 0. 16' 0,15' 0,15' 0. 15' 0,14' 0. 14' AS BUILT • NoChengee Cl Changed u Mal'flld Aa-Bullt Date: Values Comber Value II B II II C II o.o5' -0,13' 0.00' -0.17' -o. 05 I -0.21' -o. 08' -0,23' -0, 08 I -0,23' -0, 09 I -0.24' -O. 1 O' -o. 25' -0.12' -0,26' .. Adjusted values of carrber token from Long hinge values shown in "Plan Carrber Diagram" ' 0'l 0 • -' -0 0 0 0 0 a a • • • 0 0 0 N C: C C ,., C 0 0 0 0 +-0. 0. 0. + 0. C Vl Vl Vl C Vl (I) <I) c:c ... {" ~ co .... ' ' ,.., ~ (;:)I -N - ' ,q-..... 0 U) • 0 0 • 0 • 0 ---- C C """ tn C 0 0 0 0. 0. + Cl) + 0. Vl Vl C 01 C V) <I) C Cl> N ~ c:c -en .... ' ' -.., :::c (di -(;:)I CAMBER DIAGRAM NO SCALE Does not include allowance for folsework settlement Camber values are shown in feet BRIDGE NO. 55-734 -I[) 0 • 0 C 0 0. Vl N ' -' ' ... ' 0 ,q-1'11 N 0 0 0 • • • 0 • 0 0 a C <.O C C C 0 0 0 0 a. +-0. 0. 0. Vl C Vl V} V) (I) ~ co .... N ~ ' ' ,,., ..., ~ --0 0 0 0 • • 0 0 r-C C 0 0 +-0. 0. C Vl VJ Cl> co .... N ... ' ~ - -0 0 • 0 C a:> 0 +-0. ::J V} .D ~ < .., QI L CD (di QCM REI.EASE JUN O 319911 ~~ MACARTHUR BOULEVARD OVERCROSSING DETAILS R.Peng 11'1 CHE.r:mi w. opfe ~ TRANSPORTATION -----'------t-,=B'=._Y ___ o=ch~/----'--R""'. P_r~ic_e_7 <4if!P!\_.....,. __ CORRIDOR AGENCIES C>ECICID GENE FOSTER TCA CORRIDOR MANAGER POST MILE 23.82 DECK CONTOURS -2 QUANTITIES J. Stept/T. Tan R. Winrow/ L. Dickson ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 I 2 3 cu 12-332 EA 102540 OISREOARD PRINTS BEARING EARLIER REVISION DATES_.., SHEET OF 5(,1-1",4 6 43 NOTES: 1, I Indicates bottom / of footing elevation 2. Pi le Cap/ Footing excavation to neat I ines, cast concrete against excavated sides at Bent 2, An alternate is to use standard excavation I imits on the sides of the footings, then backfi I I to the top of footing with lean concrete. See Alternate Excavation and Backfi I I Detai I. 3, A stab! I lzatlon fl I I shal I be required for the slope beneath Abutments 1 & 8, as reconmended in the Geotechnical/Materials Report (Pacific Soi Is Engineering Inc. l for "Bonita Creek" ..... .... ,,, ...... .. .. ,, ...... ..... ;-' Ramp BA-3 BC 334+72.39 R = 6,000' t,,_ = 1 4 o 41 1 02 II T-773,09' L = 1,537.70' Ramp MB-3 R-1,200' t,,, -31°52'25" T-342,66' L -66 7. 56' Ramp MB-8 R = 1,750' t,,_ = 25° 34 / 20 II T -397. 14' L = 781.06' C3008l SCE Ramp MB-4 BC 447+25,00 R-1,200' t,,_ -50° 53 / 27 II T -570,97' L -1,065.86' MacArthur Blvd R = 2,000' t,,, -42°35'36" T = 779,63' L = 1486. 78' Exist SCE 12 KV I ine R _ 1 ,2 (to be relocated by SCEl ..... ..... ..... ..... , ........ , ..... .. ' ' ,,..,. ...... ... I •• o•• ,t • .... .... ............ .. ... .. . .. ,,,,···· ...... ' ' ,..,/., ., .. PTS CD ® -. ·' ., STATIONS "MacArthur Blvd" 154+10,93 BC 153+59. 71 42+82,15 155+37,86 451+o6.11 POT POT POC POC ''MacArthur Blvd'' "Boni ta Channa I " "MacArthur Blvd'' 11 Rorrp MB-4 11 Line "Rarrp MB-3 11 346+84. 84 BC "Rarrp MB-8 11 844+87,51 EC Line Line Line 153+28. 52 POT "MacArthur BI vd" Line 42+97,61 POT 11 Reinf Box Culvert" Line N 2180538,6761 2180495,3937 2180647.9986 2180390,1243 2180432,9696 2180469,0462 . ... ., . ...... .. / • ... .. •• c .-· I / ..... ••.·• .•• I . '.:, . .. . : .,.. J •.... " .. .I ... ...... ~ ,,: ... /J~ ..... ..... • • ✓" •' ........ • ..•. I , .. ·· ........ .. . '• E 6071585,8386 6071558,4368 6071650.2847 6071413,6270 6071691,2287 6071541,7564 DIST COUNTY ROUTE POST MILES TOTAL PROJECT SHEET TOTAL NO. SHEETS 12 ORA 73 PLANS APPROVAL DATE PARSONS DE LEUW, INC. Two Venture, Suite 550 Irvine, Col ifornio 92718 PETER L. LIU C 48409 p. 6/30/96 RELEASED FOR CONSTRUCTION ~R. ':b.,b~ PROJECT rENGINf.ER . ' •, . •• • ,I .. . I .• ·1······ . ., • .... ...... .. . •• ,. • .-• .. ••••' ,.,• j ' ,··¥ I .:· ,v',v'••••.- AS BUILT Cl No,Chlng11 .. ........ ...... \ f ..... _..,..HOOOoo._ \. :"",r .. ,:s DATUM 1, HORIZONTAL CONTROL DATUM IS BASED PLANE COORDINATE SYSTEM, ZONE 6, 1988 ORANGE COUNTY CORRECTION, 2, VERTICAL CONTROL IS BASED ON THE 1976 ORANGE COUNTY ADJUSTMENT, BENCH MARK NAME/ NUMBER NORTH EAST . l ' ' ·, ' •. Watl R1149 \.\ Top of Retaining·. \ 1 .' see Retaining 7'· ... war I P I ans .1 )i-.. .. , ; , ... ------i}t {QI;;., .. ·--~it:J-..•··· .• • . . . ~ . . , ., { ,/R ...... ~ .... -. .... ' ...... ON THE CALIFORNIA STATE 1983 NORTH AMERICAN DATUM, USGS SEA LEVEL DATUM 1929, ELEVATION . . . ' SJC210 2180435,363 6071089,265 89,00 RBF3900 GPS165 2182065.072 6071830,317 99,27 -• ..... / .. ·····,v'.· •' I .. •···<D 1.•• -,.v' ~ ····1 • • I , ............ --, ... , • .... ....... ,·· ' ... ,.. • ·, .•· 'Cf I/..... I ' I ... ~ •• / I .... •·o ·r···co. 1 ..... •, .,_ I I C: • f • () ... s , . J ... ".. '... . . . ......... .., ..... • . /· ./ / / ./ , .... I !I / . / t54+10.93 ac··: .. . . \ / I .. I I ::,,W / ..I . '1:1-/ • I C'IJ \., ., ' . ..... , ··-.. I _.. ..... : .:• . ,· .J \ I ' ' '• ···,.~ . j ' i ! / ' , ... ' . .. • .t •• •• • .... ;,A • ' ... . I ' , -' 844+.87. 51 EC ..... ,.. . ,. ............. -.. ' •. ' . ' FOUNDATION PLAN 1 II = 2 0 1 -0 II . , . .. .. , ' . ' ' PHOTOORAMMETRY AS OF, 1/10/92 DRAWN IIY IIY Cl£CKEII av av av Cl£CKEII w. Zapfel/ ~ TRANSPORTATION 1--s_u_R_vE_Y_E□-+-A_ir_b_or_n_e_Sy;..s_t_e_m_s_l_nc-1-T-R_A_cE_□_-+-_L_. _J_oh_n_s_o_n ___ -+□-E_T_A_I L_s_-+-_R_._P_e_n_g ____ +-:-'B~-c::Y:-'ac....cc--'h-'-/_P_._D_1c_k_m_a_n-t ~----CORRIDOR AGENCIES P. Rivers DESIGN P. Liu/K. Hsiao 8. Yach/ P. Dickman IION OFF 0111rl 2 1Y BY 8't' OtEOCED M. Jones CHECKED J. Van Eden QUANTITIES J. Stept/T. Tan R. Winrow/ L. Dickson FIB.D C1£CICEO ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 l 2 3 FILE ID p•\sjh\413\pkg1\4131bfp1 sht PLOT DATE• 27·MAY·1994 08•29 PEN TABLE• 4131.pen J / . . . ' . ' . .. - ,• . . . f • ... ,' ' ' .. ( .. •· ,' I \ ·,"t ··- I ' ' I ·• CIIWIQIKlaPI lad •. --.... .t·.:;:A:..~.:a=u•:::.• ::oa;::•::.= ===:.J ... \ . -. R _ 2,Q.00' / .. ' ' 155 1 6 . HYDROL OG IC SUMMARY . .> -· AREA: 2077 Acres DES!GN OVER TOPPING FLOOD FREQUENCY (Year) 100 26,50 DISCHARGE C Cubic feet /second l * 61 00 BASE FLOOD 100 6100 55,3 FLOOD 500 7800 56,0 WATER SURFACE <Elevation at bridge) 55.3 * Elevation assumes both box culverts are blocked Flood plan data are based upon information avai I able when the plans were prepared and are shown to meet Federal requirements. The accuracy of said information is not warranted by the State and interested or affected parties should make their own investigation, RCB, see El 26,5 y Bael-<.f i I-~-to to13 O• -Footing with S)u,t:'.'.'.l G11.1 ~.@.: ;t I;. q,~ 1· l1 , . .. Bent 2 footing ,.,.-Road P I ans lT /Bicycle Crossing Footing ~ rsee Bicycle Crossing Culvert Plan 1 1 -'2 "'\ 1 l/ :,' / / ., (AS-Bt/lLT) SLURRY BAC1t"FIL1.. ,f/,4~ IVOi/5£D. B{)X CULVERT fl/AS NOT _;_,A..:..::,L:......:.T....::E:...:....:R=-N=-A....:....T;::;..E _E=-X_C_A_V_A_T_I_O_N_A_ND_ QCM RELEASE JUN 038 ~ OONST.I\UCTIOt( CONSTRUCTED. BACKFILL DETAIL AT BENT 2 BRIDGE NO. 55-734 1" = 10' MACARTHUR BOULEVARD OVERCROSSING GENE FOSTER POST MILE 23.82 TCA CORRIDOR MANAGER cu 12-332 EA 102540 DISREGARD PRINTS BEARING EARLIER REVISION DATES -- FOUNDATION PLAN - 1 REVISION DATES (PRELIMINARY STAGE ONLY> SHEET OF 4 S/zJ,~ 7 43 Rarrp BA-3 Curve 1 Curve 2 R "" I::!,.= T - L = 6,000' 1 4 ° 41 , 02" 773,09' 1,537.70' ,. . ,. ' ' , ', • ... . . . ' .,. •• • .. I . . , .. / .:. -· ; ..... / R I::!,. T L ..... . RELEASED FOR CONS..J ,...... _../ ~t.)>~b.,, PROJECT ENGINEER ---= - , / 4,094' 4°03'26" 145,02' 289.91' • . . ' .. . ' • , . . . . :::. . r ,, . • ' PCC CTION . ,J, Jq+ DATE Route 73 BC 1145+-00,00 R -4,000' ,6. -19°31 '09 11 T -688.02' L -1,362.70' . ' . Rorrp MB-4 Romp BA-2 BC 447+25,00 BC 245+26,24 R = 1,200' R = 2,500' b,_ = 50° 53 / 27 II fl= 24°36'32" T -570. 97' T 545,29' -L = 1 , 065. 86' L = 1,073, 76' J ' • • .. ... ,. . .. / PTS 0 ® ® (@) ([v STATIONS 157+62. 29 POC ''MacArthur Blvd" Line 351+52.64 POC "Rorrp BA-3" Lr ne 159+45,37 POC "MocAr-thur Blvd" Line 1152+98,19 POC "Route 73" Line 161+o7,28 POC ''MocAr-thur Blvd" Line 254+40, 98 POC "Romp BA-2 " Line "Rarrp BA-3" 350+10,09 PCC "Rarrp BA-3" 353+QO.OO EC / , .. _./·. ., ··- . . • . - . - N 2180850,4796 2181022,8369 2181179.4068 2180713,8210 2180993·, 1494 ,,. . . • ...... . ' J . . . . . ,. .. ' E 6071746,8058 6071808,3460 Note: 6071849,4466 / 6071787,3314 6071709.9386 AS BUILT a NoChlngtl a Changtd a M&clttd -·· At-Built Date: Indicates bottom of footing elevation DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO, SHEETS 12 ORA 73 FESS/ c5 PETER L. LIU ,., ::I;! No. C 48409 "" PLANS APPROVAL DATE -II p. 6/30/96 * t--P_A_R_S_D_N_S_D_E_L_E_U_W_ 1 _1_N_C....i, ~\ CIVIL /1---l Two Ventur-a. Suite 550 OF t>.\.\\ Ir-vine, Cal lfornia 92718 ,· ,,.•· ... ., 3,00 7+o5,37 POC -.......__ .... ~" ............. .. ........ ' ......... . ........ .. ,. ...... .. ... • .• , . ........ 158 . , ... , .... ..... ..... ,,. ..... .. .,,,, .... ·•• ..... .......... ·•' , .. ... ........ , ., .... ... -· . ·~ ~ ~ MacArthur·:a. f vd ...... ....... . -- . -. , .. ...... . 159 .... ' .... . ... /' ........ . .,,,,... ••' .... ,, .... ....... .. ... ..... _._..> / 160 .. .. .. . . ..... ·• ,.,... ,.,.. . /' ..... ....... ... •' . ........ ... .......... . , '• .• ........ ,.,""'' 161+85,37 POC •' ,.// ~·"' ...... ,,:.:---· ;,,•' .... ··• ' ... ...,... ... . .... .....,. ... :.. . .... ... .. .. .. ...... .. r,,•·-'" i<,,/ .. . . _,. < • '" •• p•"...,. • ' ,. ,lot".,,. . ... ---~" r,,• ""'···"' . ,,,,... • "" ... JI, ~ .... .,, / .... ... ., . ..... . ,; Exist i o~r < Aben one Uf1.dergro1,.1nef Cab \.e / ......... ........ .... .. . .... ••' ....... . FOUNDATION PLAN 1 II ;; 20 1 -o II DATUM 1, HORIZONTAL CONTROL DATUM IS BASED PLANE COORDINATE SYSTEM, ZONE 6, 1988 ORANGE COUNTY CORRECTION. 2, VERTICAL CONTROL IS BASED ON THE 1976 ORANGE COUNTY ADJUSTMENT, BENCH MARK NAME/ NUMBER NORTH EAST ON THE CALIFORNIA STATE 1983 NORTH AMERICAN DATUM, USGS SEA LEVEL DATUM 1929, ELEVATION SJC210 2180435,363 6071089.265 89,00 RBF3900 GPS165 2182065,072 6071830.317 99,27 • OCIIJ R!i.fASE.1 JUN 031M FOi\ CONSllWCtloN; PHOTOGRAMMETRY AS OF• 1/10/92 DRAWN BY BY CHECXEll P. Rivers DESIGN P. Liu/K. Hsiao 8. Yach/ P. Dfckmon BRIDGE NO, 55-734 MACARTHUR BOULEVARD OVERCROSSING Cll!l..11WfS Sl0N .. .,. BY CH£0CED8, Yach/ . Pnce ~ TRANSPORTATION .,_s_u_R_vE_Y_E_o-+.,...A_ir_b_o_r n_e_S,_y s_t_e_m_s_ln_c+-TR_A_c_Eo_-+-_L_._J_o_hn_s_o_n ___ -J_D_ET_A_I_Ls_~ __ R_. _P_en_g ____ -+-..:..:W..,_ . .=Zc.:::.01:.-f:...:e:.::.l/--=--P-=-. ..:cD.:..:i cc-k ... m ... o..,n ~----CORRIDOR AGENCIES "'M. Jones CHECKED .,. J. Von Eden OUANTfTIES BY J. Stept/T. Ton Uinrow/ L. Dickson FIELD Cf£CKE0 ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 I 2 3 FILE 10· /~»r /ia1/s Jh/ 413/pkg1/ 4131bfp2.aht PLOT DATE• 26-MAY-1994 13,05 PEN TABLE• 4131.?en GENE FOSTER TCA CORRIDOR MANAGER cu 12-332 EA 102540 POST MILE 23.82 OISREOARO PRINTS BEARING EARLIER REVISION OATES -- FOUNDATION PLAN - 2 PRELIMINARY STAGE ONLY) SHEET OF * 8 43 Rorrp BA-2 R = 2,500' 6. = 24"36'32 11 T -545-29' L -1,073.76' Rorrp MB-4 R = 6. = T L .. ., . \ ) ' -- 850' 21°33'34 11 161.83' 319.84' C 20 l PocBe I I Existing CAban one Underground Coble .., '-... \ , ... ....... "··-......... ..... ....... ...... Romp Curve 1 BC 847+37. 92 R -600' 6. -77°31'27 11 T -481.76' L -811.83' , ' ' MB-8 Curve 2 R -1 I 500' 6. -14°57'36 11 T -196.94' L = 391.65' Rorrp MB-1 R -2,000' 6. = 1"51 1 18 11 T -32.38' -L = 64.75' -............ .,- ( \ ... .......... . . . "" ' " ........ '" .. " .. ' , .. ,.,./' . ... '• .... ......... . ...... ...... ..... ·•. •. ' RELEASED FOR CONSTRUCTION G.I<. )),-Y~ PROJECT ENGINEER CN.Ji.11~ ~ PHOTO0RAMMETRY AS OF• 1/10/92 SURVEYED BY Airborne Systems Inc IIY SIGN -DATI! FIELD DECKED M. Jones FILE ID: /usr/ls1/sjh/ 413/pkg1/4131bfi>3,sht PLOT DATE, 26-MAY-1994 12•55 PEN TABLE• 4131.i>en •• • ..... '" • .. ..✓ \ ,, ....... \ ... •• 0 ·, .... ,. ·"" . \ •' •' ,· DRA\IN TRACED CHECKED ... ..-··· ,, . / .,.. ' BY BY BY P. Rivers L. Johnson J. Van Eden .,.....-••' DESIGN DETAILS QUANTITIES PTS STATIONS N E © 164+70. 27 POC "MacArthur Blvd" Line 2181539.0397 6071894.8108 857+78.03 POT "Rorrp MB-8 " Line @ 11 Rorrp MB-8" 855+49.75 EC 2181339,4580 6072005.6183 @ "Rorrp MB-8" 858+93.84 BC 2181640.2952 6071838.5939 8 256+oo.oo "Ramp BA-2 11 Line 2181332.5081 6071806.5813 / .. ,. _,...... r··· f .......... / ' ............. " ...... .. / .... .. \ , . " ·' .... ~ .. • .... ,., \ ,../ / ..... .. .... ............ ' -· t ' ........ ... ,-M, ..... \ •' ".,. .• ' ,., ' ' , .., .... ••,.,,.,,; o H,f 858+93.84 BC /. , ·. ,, ,./ ,, , .. ........ ....... ...... , ! I . •., ,, 166+35 ,58 '.Poe .,,..-... .. , ... .. , ~ .... ' ' ·1 •' . ' ' .. I 165 / ··" .,, ................................. ,, .. .... . .... FOUNDATION PLAN 1 II = 20 f -0 II BY Cl£CICED P. Liu/K. Hsiao 8. Yach/P. Dickman BY C1£C1CED 8. Yach/R. Price R. Peng W. Za fel/L. Dickson ..... •,' . . .. . . ... ... .. ;. .. "}' -. .. . . ~ . ,• ••• "· ~ .-I R-• i::: rLo 000 \ \ l '. . .... ) \ .. -.. / ' ', • . ' ,. . ' ' \ ..... -.... .. . .... ,• ' . . 166 f " .... / ,;· , . .... ,, { , ' OENE FOSTER I ' NOTES: DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 1 . I Ind i cotes bottom / of footing elevation 2.A stabilization fi I I shol I be required for the slope beneath Abutments 1 & 8, as recommended 12 REGIS ORA 73 ENGINEER FESS/ ETER L. LIU ,,, in the Geotechnicol/Moterials Report <Pacific Soils Engineering Inc. > for "Boni to Creek 11 . C 48409 "° PLANS APPROVAL DATE PARS0NS DE LEUWJ INC. Two Venture, Suite 550 Irvine, California 92718 p. 6/30/96 461+80.10 BC (',.4'6? ' ·""·· ' ' / / / ' .. -~ .. ,.. .. , ..... . .... ! i I •' I 56.25 ·" 167 DATUM ,. ,AS:BUILT ' ' .. • NoC~ / □ . .-· Changed jw lllaalliid As-Bum Date: \ /' ....... •••••• .......... .1 . .... .J ... ... ....... , ....... •···· .,,. ... ..... ' ...... ./ I i i HORIZONTAL CONTROL DATUM IS BASED ON THE CALIFORNIA STATE PLANE COORDINATE SYSTEM, ZONE 6. 1983 NORTH AMERICAN DATUM, 1988 ORANGE COUNTY CORRECTION. 2. VERTICAL CONTROL IS BASED ON THE USGS SEA LEVEL DATUM 1929, 1976 ORANGE COUNTY ADJUSTMENT. BENCH MARK NAME/ NUMBER SJC210 RBF3900 GPS165 NORTH 2180435.363 2182065.072 EAST ELEVATION 6071089.265 89.00 6071830.317 99.27 BRIDGE NO. 55-734 MACARTHUR BOULEVARD OVERCROSSING IIY J. Stept/T. Tan OCCICID R. Winrow/L. Dickson ~ TRANSPORTATION ----CORRIDOR AGENCIES TCA CORRIDOR MANAGER POST MILE 23.82 FOUNDATION PLAN - 3 ORIGINAL SCALE IN INCHES FOR RE□UCE0 PLANS " 1 2 3 cu 12-332 EA 102540 ~----··----·-------------------------------------------------------------------------------------------------------- Ut i I i ty openings i=-u--2:...::+---(typ) 22° 00 1 00 II typ 15'-6" 15'-0" 52'-0 11 I I I I I ·-_I I I H-+-13:1 -• ~ Fto - I I I -,_ --- -a --l,;1 --• .. .. .. - Typical Row 10 (! 5 1 -0 II spacing 2 I -0 II 50'-0 11 Piles battered 1:3 shown thus ♦ Vertical piles shown thus-$- ( tot no of pi I es = 63 l Top OT deck\ .... _ ------ 1 --I ~ ... 1 4 11 x1 4 " Concrete pi I e < C I ass 70 > (typ) <II.Bridge & Geoco.rrposite drain ' - see "Structure Approach r-.,,-.-----,..-.(ltr:.Q.!i nage Oet a i I s " sheet ;=e~a~r~l~n.:...a........:....,u:;..:e::.__:.I Elastomeric/PTFE ..._~<~~~~----bearings < tot 7 l 14'-0 11 10'-0 11 7 1 -0 II 52'-0" PLAN l,.811 = 1 / -o II \~ (t Bridge I I 83 -~ -Ei3 -'. ' ---WWLOL I Ei3 • \_,'J-, . ~r-,. +-H ' . ,~ --- I_ _L ~\ .L I I I ------- ---1•+ -~ ~ • u \ ~ -.. -.. -,.. ... ' I I \ 10 (! 5 I -o II 50' -0 II PILE LAYOUT 1,.811 = 1 I -0 II ct Bridge I . I .. ' = U) I ' r,-, \ " \ 2'-0' TABLE 1 Deck Drainage Outlet Information Start at End at Invert elevation Pipe Approx (Drainage Dia length system No.> Start End Abut 1 46H 86.00 85,79 1 2 11 10' Abut 8 48C 67.90 66,85 1 8 11 50' Note: For "Deck Drain Pipe At Abutment", see "Mi see I I aneous Data i Is No. 2 " sheet. Approach Note: DIST COUNTY ROUTE 12 ORA 73 PLANS APPROVAL OATE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS FESS ~ PETER L. L ~ No. C 4840 06/30 . PAAS0NS DE LEUWJ INC. Two Venture, Suite 550 Irvine, Col lfornio 92718 BB ,,,,--t Bearing 1 ' -0 11 2' -4 '"2 11 I J ' -9 11 ..;_--=-+----+----""-,.!--~ = (t Ftg Ila" I For Details, see Bearing Deta I I s " 11Elastomeric/PTFE sheet. C: ---r-1---- ___ 1 = = en I .... = U) I .... Lh 1-1·'14 ~Nq l'l.bJ1'>IOA./';, pL MA~ .PA~ 'Vt~qi:. I Pf"'10"1!, r!,f RE!-./ Is Ill JJ !) II) ID L 0 > See "Structure Approach-............ Drainage Details'' sheet. ~ = U) I ·-10 Ill ID L + 10 ID L L ID + :i:15 X 2'-0 11 @ 12 :l:t4 r-, I! b Geocorrposite m drain----- o 0 a.. :1:14 I! 1 8 ...e::.~ Construction joint --- = U) #5 I n C! 12 --~ .... #7 L I! 12 -- 4 I -6 II 2 11 cir Ct 3 11 cir- Expanded polystyrene~ ~ ~i-:i:15 X 1 O' -0 11 -----'"211 Exp j t f i I I er I! 12 •.,,,.---For bearing details, Plastic Pipe • • • see 11 Elastomeric/PTFE Bearing Details" sheet = U) I Expanded polystyrene, same thickness as bearing osserroly ~ @ 12 ~ @ 12 ~@ 12 7 (typ) • • • • • • • • • • L --#9 I! 9 -0 = r,-, = ----------0CM RELEAs( AUG a•• PIOllcaecsou:,_ RELEASED FOR CONSTRUCTION tf:R.)>~ PROJECT ENGINEER DATE F'ILE ID• P''•Jh'4t3,pk9t,4131bobt.aht PLOT DATE:• 01-JUL-1994 1-4•40 PEN T>BLE• 4131,pen ELEVATION Note: Al I piles not shown 1,.811 = 1 I -0 II DESlON .., P. Liu / T. Ton CMICKID B. Yach AS BUILT ■NoChlngll Cl Changed u M11t11d Al-Built Date: DETAlLS .., R. Peng 8. Yach/ W. Zapfel ~ TRANSPORTATION GENE FOSTER Note: 1------1---------+-----------'-----1 ~~'-"'-...-CORRIDOR AGENCIES auANTITIES .., J. Stept / T. Ton ~-Winrow/ L. Dickson TCA CORRIDOR MANAGER ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 1 2 3 cu 12-332 EA 102540 1 . 2. SECTION THRU ABUTMENT 1 MR is defined in the direction paral lei to i of bridge. "a II is defined in the direction norma I to tne joint, and for the dimension, see "Abutment Joint Seal Detai Is" sheet. BRIDGE NO. 55-734 MACARTHUR BOULEVARD OVERCROSSING POST MILE 23.82 DISREGARD PRINTS BEARING EARLIER REVISION OATES-• ABUTMENT 1 LAYOUT SHEET OF 43 Note: For retaining wal I elevation c5. detai Is, see "Abutment Detai Is -3" sheet. Note: ~ DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS WWL0L R=1954.25' R=1951. 25' Match edge of approach slab ' ..... WWL0L (l Ftg°'\ GIRDER@ MAC OC ABIJT. 8 E,f/STING #'1 See "Section 8-B" at II Abutment Detai Is -3" sheet. For Detai Is, see "Elastomeric/PTFE Bearing Dato i Is" sheet. 12 ORA 73 , ,, , 'o ,, , 'o ,, .... Geocorrposlte drain, see Lt WWLDL "Structure Approach Drainage Details" sheet (l Bridge Uti I lty opening-- Ctyp)~ ~ 55° 00' 00-" -typ R=2045. 75' 21 I -6 II 19 I -9 II 22' -3 II 22 I -6 II 90'-0 11 83'-0 11 PLAN 11 @ 7 I -4 II 11 @ 7 I -4 II 5 @ 14' -8' 7 I -4 II 7 / -4 II 1 4 I -8 II -~ • , 8 (! 7 1 -4 II REGIST PLANS APPROVAL DATE PARSGNS DE LEUW, INC Iwc-~ac±uca~-suliL55Q lc~laa~_call£cccla_~221a_ NOTE: For-"Deck Drain Pipe At and for-dr-ainage outlet see "Abutment 1 Layout 11 Rear-r-ow 2 Rear-r-ow 1 = ~FESS/ PETER L. L C 48409 \;: 06/30/ ·--- Abutment" infor-mation, sheet. (lBridge~ / ALE D-l38RtlKti / WWL0L /~ I.D I -EB----B---' -? i ~~._.----I ---,----I ----i----I----,--- ,.:...-....m--'..... "HI----EB----ED---ffi------i : ' CX) ---lffi----fB--1--------'~':=-'-I I") Rear row 2 Rear-r-ow 1 Fr-ont r-ow 2 Fr-ont r-ow 1 lo~ ~ REPLACE 8R~,<E/t/Pl.:.E-E,,.riSli!VG #,4_~++--~-G~✓,ROER@ MAC OC. ABU;": 8 , 1 jb....,c::, tf/lTII Pli.E C-13 "° 'vn'.,I /n (TOT4) :... -~--t=l=<J=t=c...f-4 ..,·v.,_....,.;:.._ _________________ 1_2_@_7_'_-_4_" ___ (_r_,C,_R_R._r::_z_-• ...,_-_1_'t_'A_..:_-_(l_~_8_,, ___ ___,,i.... ______________ __;1~1__;@:;_.,;7_'_-_4:....'_' _______________ .i-_~F~r:....o:::n:...:.t..:...._;r:....o=w---=-2 -\--- Front r-ow 1 ~ -=t=-~f=I=µ, 8 a / -0 II 8 0 / -8 II 2 I -4 II t#t=t-~// ---t-rt-------------------------------i----------------------------4---1-.,__,;=--...:.... 4-~#=/=f=IJ~-ADDE£J#5 2' -0 11 Pi I es batter-ad 1 : 3 shown thus: -$-DRILL t GROt/T--) {TtJT<b) .m PILE LAYOUT (Tot no. of piles -113) #EW#,t(T.JT-1) Vertical piles shown thus: 7:fT 11e11 = 1 ' -o" Top of deck (l Br-i dge ------ ----------------------------------------------------------- ---- RELEASED FOR CONSTRUCTION ,,:R.)>~ PROJECT ENGINEER DATE Note: Al I piles not shown ELEVATION 11811 = 1 I -0 II DESIGN IT ~ TRANSPORTATION .... □_E_TA_I_Ls ___ R_._P_en_g _____ +-, __ • _Ya_c_h_l_W_._z_a_p_fe_l _ </4f!P!\ ____ CORRIDOR AGENCIES n J. Stept /T. Tan c:icacw. Winrow/ L. Dickson IT P. Liu /T. Tan OCCICD 8. Yach QUANTITIES ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 2 3 FILE ID• p1,ajh,41.3,pk91,41.31bab2.aht PLOT DATE• 01-JUL-1994 14•58 PEN TABLE• 41.31.pen -------------- GENE FOSTER TCA CORRIDOR MANAGER cu 12-332 EA 102540 ~POL. YSTYREIVE lb. 1-1-1.1\ i!le,,.£,~ l?t<v1'>1otJ pL. MJ.tC.~ 'PAI"~ ~".:>a.1 P"f1 D "'"" ?>Y LOG L R~l?IOt-1~ ---~~ ope-;av 7~g--\ #4(TCJT8)LAPPEOTOEJl5T. #,1-;¢/CtlTE !Alf.. l!VTO Bi.OCKOJr. (T,4/1.. ;/Rtl!IND C-BAI?, 1./(JT 51/tJ#N) AS BUILT Cl NoChangu ■ Ch1natc1 • Martad A1-Bullt Dater fJCM RELEASE ···-.. CQ ISHU:iiui( BRIDGE NO. 55-734 MACARTHUR BOULEVARD OVERCROSSING POST MILE 23.82 DISREGARD PRINTS BEARING EARLIER REVISION OATES -- ABUTMENT 8 LAYOUT SHEET OF 6117/94 11 43 1 1 -0 II Approach slab C -IJ) 1/J (I) L +-IJ) (l) L a. L (l) +-4-0 (l) 0 0 a. t:1-5 X @ Geocorrposite drain----- #4 @ 18 Construction ~ joint --- = IJ) 1..---EB 2 1 -9 II "a" ---r- 1 ___ , r<l. Bearing = <l. Ftg I 2'-3 11 ( MR= 5 1 "2" l EAST WINGWALL 3 11 c I r C typ > :t;6 LJ Dowels tot 2 4-;:15 top & bottom C tot 8 J + Ei.E/1 ?tJ.19 --t----.-.--L.f'+++-' = ID I ' ..--- L = 0 ,.,., = IJ) 8-~ ~Ii top & bottom: i c tot 16 l 1 : ! ---Expanded p I ystyrene ~ ~ EAST Pf/I tVG)(/ALL (PERRFOS MA603tJ) /4-"COAIC. PILE CLA.55 7tJ "'Hi~-:t:6 X 1 0' -0" @ 12 --t--l,-2" Exp j t f i I I er Note: bL For For bearing detai Is, see "Elastomeric/PTFE Bearing Detai ls 11 sheet = ID I -----! :- r=r ' I 1 I Expanded po I ystyrene, ELEY. 31-0 LL same thickness as 8 6" :t:t4 g @18 #11 bars I I ~L C tot 2 l Structure approach i Bearing 1/J 3.,4u X 9 " Beve I ed recess .m matching girder recess L 0 > --r--:l:i-9 each face WWLOL & Outside face-----1 2 "c Ir @ recess t:1-5 bars ~ot 2l 1 I -3 II ~------#11 bars Ctot 2) 2 11 c Ir var- frll6" IL...----#4 §!LJ @1 8 DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO, SHEETS 12 ORA 73 -L OFESS/ ENGINEER c:; ETER L. LI ~ No. C 4840 PLANS APPROVAL DATE i< •1196/30/9 PARSONS DE LEUW, INC. CIVIL Two Venture, Suite 550 OFC~ Irvine, California 92718 RELEASED FOR CONSTRUCTION 1.5'.!<,°)))d~ ----Geocomposite drain, see PROJECT ENGINEER "Structure AP.preach and Details I sheet Drainag.._ _____ ~-------- ,;o,,,.--1--~H----+,I---+-+--'( ';;nish gradeCAbut 1 l Slope pavingCAbut 8l ~~-. Plastic pipe ...,_________ B ~B· Drainage pad SECTION ~~==r==-t._-, ELEJ/. 5Z.O rebars not shown, see "Abutment Detai Is -2 11 sheet. WINGWALL ELEVATION 1-'4 11 = 1 '-Q II Blackout for PTFE/Spherical Expansion Bearing Anchor Studs t ., .. / ' ! ./.\, . . ' . \.._ J ., . ,. ~Abut Brg Masonry Plate for PTFE/Spherical Expansion Bearing ' ---------------r -----, I I I I I I ..,_ I 0 I ..,_ I ------~~,----~-- ' • I I ' I Abutment----.c---++-+---1 Reinforcement ! i . -. ---. --........... \!:~.) See Masonry Plate forPTFE/Spherical Expansion Bearing, :l:i6 ~r7 @ 12 At Blackout and 1'-0 11 Each Side of Blockout • • I I I ------------------~ t:1-5 ~ I r7 @ 1 2 --u-t-1----' • bearing assembly '• I -..., i"' I = 1/J (I) ·-L 0 > = ID I .... ---.-+--:l:i6 tot 4 .-i--:l:i6 @ 1 2 il8 L@ 12 4' -6 11 ---~►-~ L-----:-J.1:1:16 @ 12 2 " c Ir C typ > See "Structure Approach Drainage Deta i Is" sheet • • L = -,.,., 0 = ID SECTION • • • • Plastic pipe • • I • • • • • I • • • • THRU ABUTMENT 8 Elastomeric/PTFE bearing assembly ~ @ 12 • • • 7 3 II cir Note: 1 • 2. MR is defined in the direction para I lei to i of bridge. 11 0 11 is defined in the direction norma I to the joint, and for the dimension, see "Abutment Joint Seal Details" sheet. DESIGN I I I ' I -----------r------ i Bearing asserrbly 1 / -3 II Blockout for PTFE/Spherical Expansion Bearing Anchor Studs Expanded polystyrene PART PLAN Concrete base I eve led -- Elastomeric/PTFE bearing assembly Expanded polystyrene ELEVATION BEARING SEAT DETAIL No Scale B'I Cl<ECXED P Liu /T. Tan 8. Yach PLAN PTFE/SPHERICAL EXPANSION BEARING BLOCKOUT DETAIL 1-'a11 x15 11 Neoprene strip bonded 3 11 minimum width each side of joint . Place prior to backfi I ling the abutment backwal I and instal I ing the temporary bumper, (fold neoprene into chamfer> Structure -~ approach l,.411 x3" exp -- j t f i I I er No Scale Blackout for jt seal asserrbly I II I II I 11 '----t,-- Alternative 1 c~-v terrporary bumper 1-2 with inserts AS BUILT 3 11 Bondi nQ on smooth finish ---End diaphragm 1 11 Chamfer Dowel ClNoChangN ■ Changed M 11& tllld Aa-Bullt Date: QOM RELEASE: JUff 03 IM FOR CONSTINCTIOf( Note: Abutment-- backwal I JOINT PROTECTION DETAIL For detai Is not shown see "Abutment 1 Layout", "Abutment 8 Layout" & 11Elastomeric/PTFE Bearing Detai Is'' sheets. No Scale BRIDGE NO. 55-734 MACARTHUR BOULEVARD OVERCROSSING c,,_,,._ DHIDN CMiRSIC>n' -~ ~ TRANSPORTATION av R p ~--- 1-o_E_TA_I_Ls_-+--__ e_n_g -----~=W_. _Za...;.p_f_el_/ _B_. _Y_a_ch---t ____ CORRIDOR AGENCIES B'I O£CICED GENE FOSTER TCA CORRIDOR MANAGER POST MILE 23.82 ABUTMENT DETAILS -1 IIDN r,, DATE QUANTITIES J. Stept / T. Tan R. Winrow/ L. Dickson ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 FILE ID-pi,ajh,413,pkg1'4131bod1.sht PLOT DATE· 26-MAY-1994 16 13 PEN TABLE· 4131.pen 1 2 3 cu 12-332 EA 102540 DISREGARD PRINTS BEARING EARLIER REVISION DATES -- 3,.,1° x 9 11 Beve I ed recess matching with girder recess Ctypl #4 C]tot 7 ~-Recess for overhang see "Abutment Joint sheet. 2" Expanded polystyrene b I i ster deta i I , Sea I Deta i Is 11 r,.211 Expanded polystyrene 1/{' Exp j t f i I I er W i ngwa I I reinf.--..,,-----+'~ :t:16 @ 12 \ 0 er #5 extend _.:__---ll.tu...1-..J-l~-J-ti into footing ~ extend----TI into footing 2" cir = ( typ J o -..----r-'----'+-+--t-1-t-+-+-+--t---------- 1 ~ N _.___---+--L__ ________________ _ SHEAR KEY ELEVATION (Abut 1) 3,.411 x 9 11 Beve I ed recess matching with girder recess Ctypl --------- l,.411 = 1 I -Q II Recess for overhang see "Abutment Joint sheet. 4 11 Gap 2 11 Expanded ~ po I ystyrene ~ = 24'-0" 2-~o J~i --,,, bundled (tot 6 setsl b I I ster deta i I , Sea I Data i Is 11 1,.2" Expanded polystyrene 1/{' Exp j t f i I I er #5 extend into footing = 24'-0" 2-~o J, .. --,,, bundled Ctot 6 sets> ~ extend ----i Deta i I 1 into footing l-'-".......+--4---+---+-4--+--l--l--+--1----- 2 11 cir = (t I • Y~P::_.:l'..._J..t=f:::t::+:::t=+=t::::::t::::t::+=1~:::J::====== o-r----.- 1 N -'------+-- SHEAR KEY ELEVATION (Abut 8) ----:t:16 ~ L @ 9 Const jt ( typ ) ----- ct Beari-:;- ~ c tot 5 J ----- extend into footing 2' -0" • • • • :t:16 @1 2 • • -~@9 i Bearing} BY Const jt Ctypl-- :t:ta ( tot B J extend into footing OtECIIED Exp jt f i I I er = 0 I ' N • • • Bockwol I reinf :t:ta ( tot 7) • #5 I extend into footing Ctot 18) SECTION A-A l,.211 = 1 1 -Q II Backwa I I re inf • • • • • • • • • • • • • • • • • #5 I extend into footing Ctot 19) DETAIL 1 No Scale Expanded polystyrene • = Q'I I #4 C"\, DESIGN BY P. Liu / T. Tan CHEc!; Yach ~ TRANSPORTATION GENE FOSTER • -~~ .... W i ngwa I I reinf. • • ~ C tot 5 J Wi ngwa I I reinf ~~:::::=~~""=~ • • • • 00 ( tot 8) SECTION B-B 1_,.211 = 1 I -0 II DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 ORA 73 PLANS APPROVAL DATE PARSDNS DE LEUW, INC. Two Venture, Suite 550 Irvine, Col lfornlo 92718 iOfESS/ 0 ETER L. LIU !Si/ No. C 48409 •P· 6/30/96 1 11 Expanded ~ po I ystyrene ~ RELEASED FOR CONSTRUCTION 6 II ( typ) #4 LJ ~ C tot 7 l extend into footing S.R.)>~J+ t I, l9f PROJECT ENGINEER DATE #5 I extend into footing ( tot 1 8 l 1 " Expanded ~ po I ystyrene ~ 6 II ( typ) /"4~ • • • • • • • • :t:ta < tot B l extend into footing • #5 I extend into footing ( tot 19 l AS BUILT ■ NoChangat Cl Changed as llarlr8d Ae-Bullt Date: QCM RELEASEl JUN 039' FOR CONSTINCTIOK BRIDGE NO. 55-734-MACARTHUR BOULEVARD OVERCROSSING l--o_E_TA_I_Ls_-+-_Rc;.:·...;.P...;;e...;.n...._ ____ -t-:=B=._Y_a_ch_/ __ __.____---1 ~--_,..-CORRIDOR AGENCIES BY CHECIIED QUANTITIES J Ste t / T. Tan R. Winrow/ L. Dickson TCA CORRIDOR MANAGER POST MILE 23.82 ABUTMENT DET~LS -2 ORIGINAL SCALE IN INCHES FOR REDUCED PLANS fll 1 2 FILE ID p·,ajh,413,pkg1,1-131bad2 sht PLOT DATE• 28-MAY-1994 16 23 PEIII TABLE: 1-131 pen 3 cu 12-332 EA 102540 DISREGARD PRINTS BEARING EARLIER REVISION DATES-♦ SHEET OF 13 43 Retaining Wal I R1162 See Retaining Wa I I PI ans H=12' See Note 5 31 '-1 O" ± C Measured a I ong WWL0L l Retaining Wal I Wingwal I I 1 2 I -0 II H=12' Match end of H=16' Approach ~-----_<:!f>P.~-~:__h ~ ab 5 I -0 II See Note 4 slab ~ ZS A ~1vrt! ~--:- -----~·--------------------}' I I I ----------------------------1 ----ct Brg Abut 8 WWLOL or edge of approach slab-- Exterior vertical-- ---See Note 5 ---Batter backface Yo>'-UC¥~!, 1..,,..,,-, 11 11 II II I I I I I I I I " 11 11 11 11 II II II II II II 3,,4n X 9 11 Beve I ed recess matching girder recess I C OI ',~ ' A0u(r-1Wr' e, W>~>.-fio,J " 'N ~''I '?It>~ '-------.___,-~_.........,/ ' I 11 ----, ' ' • ' I \ I I I I ----------'---.-.--------'-----..__--, 1 1 ~o II NOTES: 1, For FTG bottom elevations, see "Foundation Plan -3" sheet. 2. "H " is the design height, see "Section A-A 11 3. A I I pi I es not shown. I I I \ ' ' .... ___ .,.. " 11 II B0-3 (typ) " I 3-4 11 " II " II B3-8 ( typ) = -0 0. I ;:,,, ' + .--~ 1 / -0 II II II II II II II II u __ _ Finish Grode 4. For detai Is not shown, See "Abutment 8 Layout" and "Abutment Deta i I s-2" sheets. ABUTMENT 8 ELEVATION WEST SIDE l/4" = 1 1 -0 n 5, For appropriate detai Is of top of retaining wal I ~ w i ngwa I I ~-ey~~~--a-~~roach s I ab, See '\!Jft} ; h,.a i::1 ., oU-- , .• - (___ ( PER FM NO. I-I /0) 1 I -0 II !VOTE DOES NOT APPLY --.--------"'<'>+--t-:..-:....11---.-----l __ ~r:-WWLOL = 0 I ' I"") Match edge of approach slab #40@12 ~ • • • SECTION B-B 3/411 = 1 I -0 II H= 12' = 0 I ' C0 --i.,,-- ,.. 1 r H= 16' --= 0 I ~ 0 .- I\ ~ = l.O I ' <.O --,__ w--,___ b Nu ind1 rmer above(@ bars 'cotes dlsYance from of footing to upper of© bars top end C CS hort 1 Top of / footing II ) ) \ \ \ 1 9 1 II WALL ELEVATION No Scale l'I CHECICIII ·-U) Q) Cl :t:t4 @ 18 2" cir @ recess I op sp Ii ce wl@ bars- LJ. Additional bars @pile <Toe side> C • • • R=9 II • G w 2 II cir L -(J = N = l.O • • L 0 =1=6@12 B RETAINING WALL WINGWALL f Additional bars @pile (Heel sidel ----c I ass 70 pi I es < typ l TABLE OF REINFORCING STEEL DIMENSIONS AND DATA DES I GN H 1 2' 16' w 13'-0" 13 I -o II C 4 I -a II 4 I -a II B BI -4 II 8 I -4 II F 2 I -3 II 2, -3 II G 4 I -4 II 4 , -4 II BATTER 1b) -bars :j::j:7 @ 11 1c)-bars :1:111 @11 (<~ -bars =l=l6 @ 6 e) -bars ffi @ 12 =l=l6 @ 1 2 Total fl-bars 10 -:j::j:7 10 -:j::j:7 Tota I :ai -bars 4 -:j::j:7 4 -:j::j:7 DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO, SHEETS 12 ORA 73 PLANS APPROVAL DATE PARSDNS DE LEUW1 INC. Two Venture, Suite 550 rrvine. Cal ifornio 92718 HOMAS Z. T . C 4789 . 12/31/ RELEASED FOR CONSTRUCTION G.~~.k., PROJECT ENGINEER AS BUILT C No Chlngll ■ Changed u 111 lad Ae-lullt Date: 6 /,/9,,_ DATE {1~; j1•'": .. ~f. DESIGN T. Tan W.C, Kao ~ TRANSPORTATION --+----------t «fiP!\~~~ CORRIDOR AGENCIES BRIDGE NO, 55-734 MACARTHUR BOULEVARD OVERCROSSING DETAILS l'I D Crabe CHECICED W.C. Kao IIDN CPP' DATE / IIY CHEacED QUANTITIES T. Tan W.C. Kao ORIGINAL SCALE IN INCHES FOR REDUCED PLANS B FILE ID• /uer/le1/eJh/413/pkg1/4131bad3.aht PLOT DATE• 26-MAY-1994 12•46 PEN TABLE• 4131.pen 1 2 3 GENE FOSTER TCA CORRIDOR MANAGER cu 12-332 EA 102540 POST MILE 23_82 DISREGARD PRINTS BEARING EARLIER REVISION DATES -- ABUTMENT DETAILS 3 ON OATES (PRELIMINARY STAGE ONLY) SHEET OF 14 43 Edge of deck Edge of r-i Co I umn dropped deck~ \ t ~ \ r ' " . , . i MacArthur Blvd and i Bridge f.-i Column I I \ \ ,\' . \ \ , I ' \ " I \ ~~8~p~d deck--' -Deck drain inlet L.. Bent Cop (See "Bent De\ai ls-1" sheetl (Bent 3 only) 'I T - ' \ \ \ \ \ ' \ Ut i I i ty \ \ ... opening Ctypl f.-i Co I urm I ..... , \ ' \ Top Cap Reinf \ Bottom Cap Reinf • ti 6 11 (typ) ,- .... --. ......-----. ,. ----.-----.---.. ,.., both ends (typ) i Bent Outside face of Exterior girder Start at Bent 3 Bent 4 Bent 6 O[ST COUNTY ROUTE POST M[LES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 ORA 73 I REOIST RED CIVIL ENGINEER PLANS APPROVAL DATE PARSONS DE LEUW, INC. Iwo-~a□±ucaL_Sul±a_ssa lc~l□aL_ca11£oco1o_s2z1a_ Table 1 Deck Drainage Outlet Information End at Invert elevation (draina<;;1e Pipe System No. l Start End Dia 46E 47. 10 46.78 1 2 II 46G 45.40 45,00 1 2 II 488 38,30 37,50 1 2 II tOFESS/ ETER L LI C 48409 ;;: lJ613019 ,.. CIVIL IJ--~ OF CM.\~ Approx length 15' 18' 15' PLAN No Scale (PERFMN0.2-~75) SEES/./EET2/A .REIAIF. OETA/L F~.Rt/TlLITY t'PEAI/N6S Start -Outlet at surface of column End -Pipe end at Drainage System OPTIONAL AOO #9 (TtJT9) .AOO # 8 ( TtJT 12) "' . VARIES //ARIES \ I 33" I Hook colurm main rebars to al low coble duct passage. see "Section B-B 11 of 11 Bent Detai ls-1 11 sheet. UTILITY OPENING J cur#11 BARS--/ I I I I II 11 I II 11 NOTES: II Bent 3 II 10 11 drain pipe ---r1t----I I --~: 1, Main colurm_ reinforcing to be ful I height. No lap splice al lowed, 2, Detalllng 90° elbow at lower vertical -horizontal transition within column. The min bend radius sha I I be 1'-6 11 measured a I ong fl. pipe. 3, Spiral may be discontinuous = at bent cop to al low for f placing cop reinforcement. in RELEASED FOR CONSTRUCTION /.~-~h:. PROJECT ENGINEER Clil.T-DIIIDN QftllllUHT IIDN Dl'I' DATI: FILE ID /usr/is11•Jh/413/pkg1/4131bbt1.sht PLOT DATE· 26-MAY-1994 12•42 PEN TABLE• 4131 p•n -¾- ~ II ' " 11 11 11 II II i Col urm = .J::. 0 + a. N ' C.T APPROX. PTDUCT~Tf/ ~-i MacArthur Blvd and <t Bridge Uti I ity opening, for reinf. see B7-10 (typ) U-7 - ... [[ ]] TtJT4 {TYP.FO/?ALL8cNT5 2Tc?7) 5 '-o" (PERRFLJ5 41.AC-58) -#6 7 TOT 4 (TYP FOR ALL 8E/o/T5 2 Tc??) 2'-t1" , {GIRDER ~ >-----------'--~-:,._ 0 \ '~G BENT CAP \ '\\ >- Exp jt f i I I er \ !------~----~---->.,,_ ' , I/ '\ (PEI? FM NO. 2-11)()/ 2-IIJ3) 0 L ·-a. .,_.,. UJ -Out I et connecting ,,.-1.0 to catch basin (see Table 1 l . = I") I ...... ... ' '----..:tt::;::tt...--_/ I~ = .u...i--+1-\ - ELEVATI~ No Scale For "Co I urm Hinge PI an", see "Bent Detai ls-2" sheet. DES[GN "' P. Liu /T. Tan C1£C1CED B. Yach/R. Price "' R. Peng CHE0<E0 B Yoch/W Zoptel/R. Price ~ TRANSPORTATION t-----+-.,.--------1---------1 ~~-,..... CORRIDOR AGENCIES OUANTITCES J Stept/T. Tan CHE0<E0 R Winrow/L. Dickson DETAILS ORIGINAL SCALE IN [NCHES FOR REDUCED PLANS 0 1 2 3 GENE FOSTER TCA CORRIDOR MANAGER cu 12-332 EA 102540 7-f1' \ BEAIT 2~1/SE LJ#IP PL!/5 5A01)£fJ#if \,\ BENT 3 -J.5EU 1FfJ,,P!_(J.57AiJ/JEO#if , 0/ST/?IB!JTEOtJYER Ji; =9 251 8Eli/T3 Note: For "Colurm Section", see "Bent Detai ls-1" sheet. AS BUILT a Nc.Cla41I • Cl unged M 711 lliid Al Built Date: QCM RELEASE JUN 03 l9't E0R CONST.RUCTION. BRIDGE NO. 55-734 MACARTHUR BOULEVARD OVERCROSSING POST MILE 23.82 DISREGARD PRINTS BEARING EARLIER REVCSION DATES-• BENTS 2 8< 3 SHEET 15 OF 43 B&V1~ ,./ -,/.5E u #~-? ... L '!>' 7 4/JIJELJ lf l?R i/SE ,f _)#<PPt.i/55//PIJEO~ bl.:Jlft!Br./1-Et-'I _;-1;/ER ,,,;, = 1/. l '8EJ.IT 4 BENTS 5; 'P, (1~J.5E.J#5 §' 9'~".,_ 17tRC/ilG)IOLl;- EA/l7RE .)'r; = 13. 5 'E,,tt,E/--'T ~ ,J,.C-TJIESE BARS WILL BE_J #~ //1/STEA0/1,F#SJ OIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 ORA 73 • REGISTE ED CIVIL ENOINEER icFESS/a .:; ETER L. LI PLANS APPROVAL DATE I!/ No. C 48409 \;a p96/30/9 CIVIL r <t Co I urm $. MacArthur Blvd and l Bridge r<, Colurm PARSONS DE LEUW, INC. Iwo-~a□±ucaL_Sulta_~~O lc~l□aL_Ccll£occlc_~211a_ OF C~ Edge of deck-""'- ...... ... ' ' I I Bent 4 & 6 --deck drain inlet I I I ' ' ' ' ... Edge of dropped deck --Edge of dropped deck Top Cap Reinf Bent Cap (see ''Bent Detai ls-1" sheet) PLAN No Scale Bottom Cap Reinf / (PERFMNt'.~-t'7S) SEESHEET2/A ! lfEINF. PEl:4/L FORI/T/LITY t'PEAIINGS~I I RELEASED FOR CONSTRUCTION ~1<.):,~4, ~/,/q+ PROJECT ENGINEER DATE ----outside face of exterior girder 6 11 (t l ---~ J @ both ends It Bent ------ (#& [ [ ] ] l?JT 4 (TYl?/"tJl?BEIITS cTtJ?) S'-()" {PERRFPS AIAC-59) #6 7 TtJT4(TY?.Ft1RBE#TS Hook column main rebars to al low cable duct passage, see "Section B-8 11 of ~ i Colurm --$. MacArthur Blvd and It Bridge z:.t" 2 TO 7) Utility opening, for reinf see' s7-,o (typl U-7 ''Bent Details-1 '' sheet. Bent 4 and 6 NOTES: 1 O" drain pipe 1. Main colurm reinforcing to be ful I height. No lap splice al lowed. 2. Detailing 90° elbow at lower vertical -horizontal transition within colurm. The min bend radius sha I I be 1 '-6" measured a I ong t pipe. -.-- 3. Spiral may be discontinuous at bent cap to al low for placing cap reinforcement. - CIILT-DESION 0VIIISICIHT SUII ~~ DOn s-;iz(qtf FILE IO· lusr/oa1/ajh/413/pkg114131bbt2 aht PLOT DATE• 2&-MA'!'-1994 12•39 PEN TABLE• 4131.pen = I.O I in = 0 I II II I I I I I I II I I I I I II I I I II I I I I II I = <,0 I .c u +- 0. (!J 0 L a. Cl) -Out I et connect i ng # i Column = ' r-- to catch basin (see Table 1 of "Bents 2 & 3 " _ sheet l .------4--"--..i-1-Mo--...._-4--..1._ __ " N For "Co I urm Hinge PI an", see "Bent Deta i I s-2 " sheet ............ ELEVATION No Scale DESIGN BY P. Liu/T. Tan 0£1<ED 8. Yach/R. Price DETAILS BY OECl<ED ~ TRANSPORTATION R. Peng B. Yach/W. Zapfel/R Price 1-----+-BY __ __:.._ ____ -1--____ _:___----1 --,,.._,...... CORRIDOR AGENCIES QUANTITIES J. Stept/T. Tan CliECICED R. Winraw/L. Dickson ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 111 1 2 3 It Col urm GENE FOSTER TCA CORRIDOR MANAGER cu 12-332 EA 102540 Exp jt f i I I er -- . ' BRIDGE NO, 55-734 POST MILE 23.82 It Column l'I I I AS BUILT 0 NoChengN ■ Changed as Marbd As-Sulit Date:.. ___ _ Note: For "Co I urm Section", see "Bent Deta i Is -1 " sheet. QCM RELEASE JUN 038 ftlft CONSTRUCTION. MACARTHUR BOULEVARD OVERCROSSING BENTS 4,5, 6 8c 7 7 I -6 II 7 1 -6 II 91.,211 cir to main cap • reinf~ . . . . . . . . . . . ---. ~ ""I I I I I I I l'"N"I ii. a I , ['" I I = " a, J ~t-~ J • • • l #1 1 Additional bars v ~ \. Const j t- • I I • '+ 7 - j " #14 tot 40 (20 bundles of 2 ) T 7 1 -6 II .. 6" min <tvol :i:tl4 tot 58 (29 bundles of 2l -c --0-. . . . . -. ~ IAI I I I I I ... /~ -12" 12" :lt4 ~@ • :!:ti 1 tot 6 • const bars ,, ':-· f:l6 tot 12 l i.. -------f:l6 stirrups @ 6 ' L,, place normal to / . - 0. 0 0 +- II) 0. :::, L L -fi- II) j~ 12 (PER FM /Id 2-0~8 ( /10 tJPT7tJN WIIEN SK. > .ctl ° FtJR#G ST/RR. :> I , ' I ' I I ' 'Ew' VPS lumn-(t Co ( PE1-rFAi /✓& .. '•·..J58J , -09/ 58 core> ,, ' • • • • ' • • • ' • • • ' ' ' (t Bent I ' ' ' ~ ' . b • I> --I-• "' r,i_, ~ ~ • 1 ~~- ' • • ~\ I ' ' • I, I ' -• • ' I • I, . .. • ~ ~d ~ ~ ' • • ~ ~ • .L ~ lo • ' ' • • ... \ .. ' ' • • • I, . • • • • • • I.' • • • • • • • • lo ¢16 r--7 alt hoo ks f:16 r--7 a I ,,.,,---f:16 @ f:16 J t hook 6 f:16@ (t Col s 6 urrn ' ' ' ' ' ' ,,. ., ' ' ' l Bent • I ' ' ' • • • ~ -~ . -• , ~ ' • il I j r,. I~ ~\ • • • 1(: ' • • • -~\ • .. • • • N ' I • • • M • .. -... 001 • • -~ • • • .. ~ " . .. ' • • N/, ' ' • • . .. • ' • • • . ., I • II) 0. :::, Q, L 0 L () -+-+-II) C (I) 'i cc • • • DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NC! SHEETS 12 ORA 73 PLANS APPROVAL DATE PARSaNS DE LEUW1 INC. Iwo_~eo±uceL_Sul±e_sso lc~loeL_ca11£ocola_g2z1a_ l Bent !lfESS/ _; THOMAS Z. TAN ,., Is/ No. C 4 7899 "" p, 12/31/9 CIVIL or ct.1.' l G irde::.:i \ • / • l bent ( typ J f:16 J c tot'" within col MtivE C.JLJMN I,,, #.., T.J ;I ✓tJ1v OJ. ,,()RE ,;r.,;) I ,I • ',\1' ' • Jj t· • I, / • • / wi thi (tot 62 n col c orel \t.. I • ._, I • • l Co I ~.::.:nn:.:......f+i!-41-+++++--1-1µi_.1---1,.-<~ , ·,~ J0 #I 1 Additional bars7 /. \. . . . I I I I i " (. PER FIYI ;VO. Z-154) AT BENTS St~ TflE#~l1/EREPL4CEO/;V TJf/0 PIECES W/A 7'..t LAPL.EAIGTfl. • J I I 1/ I I I , l I l , BENT CAP (PER FM NO. 2-0'll) ATBENTS S,6'/7 CllTl?JPStJFCOitJMN#/~IMRS (CUTAIOMcJRE T/IAN(8)8AR5 TtJTALffl?COt.llMIV) SPI.RALANOLiJlf/ER#//8AR5 (NO LtJJf/ER 77/AN ~8" COMPRESS FROA18tJT, TOM (JFSOFFIT #11 Ad ditional bars\ . ~ . . . • -. . . . '-' . . Deck dr pipe ain • I I I Pipe sup @ 10' ma ~~ • \_ :!:ti 1 ""I I I I I I I I I ,, "- ~-- ~r~ * 6-f:16 I I alt hooks r•o+ 42) la I I I I Additional bars ~ I ' f".1' I r t-" 1\ • • • ' ' ,. • ' ---J • '" ' ' • • ' ,. " ' , • , . I' ~ ' ~ ' : ' ' • • :, I !I • :., • ' • I • .. • -- , J ",1 i • ' ' r . --,. ( '" ,. 7 ~ : ..: 12 l., -f:16 / • ' / . • • • • • • • • ' ~ / • ~~@ / • ~ t -, _,, : : ·~ . : . ! I ~ t j ., ---; duct I l : I I I I 11 . . . 411.,i" cir to main cap reinf "r,-;'" -,, . -------1rc1r 1-111 l✓O ,. -.1:,,~/ Bundled £_!£ /:1{,',,,7/✓6E5T;O/✓, i'JIE 4 Y# 'tll? TIJ klAl/il :!:ti 4 CAP RE/NF k!AY 8E IAICkEA.5EOWA5 AIJCfl AS 5 f ff" . .,. ' ' ' ' • • ~ • SECTION A-A (BENT 2, 6, & 7) 1/211 = 1 , -0 II L CcJMP/?E.::,"'S SPIRAL ANO LOHIE/P #// BA AT BENT 2 CUTE!v'OStlF//ERTICA.' #;,t-COLJMAI BARS (CJTNO/vfORETHAN(9) #/48ARS) 'RS ( TOTAL <b) f'.r-· r,, '//1 '1 -g C 0 0 +- C (I) cc II) 0. :::, L L ·-+-II) 'i :!:ti 4 ' ' • ' • • • ~ I' Bundled • • C 0 II) 0. :::, L L O• - +-C (I) cc +-Cl) 'i SECTION A-A (BENT 3, 4, & 5) Hook bars that conflict with cable duct passage SECTION B-B NO SCALE Notes: 1. The hooked colurm main rebars may be oriented to any direction or staggered vert i ca I I y by 6 " provided the concrete covers for the hooks are met. ( !;~ / I ~ • '----....., J /~ * Spread Spirals <or hoops) and main column rebars for access of drain pipes. For outlet information, see "Bents 2 & 3 "sheet, Table 1. 2. This section is for i I lustrative purpose only. - . :_ "11 I l 1 ' lo • lo : • • :-• '-- • • , • • • • • • , :~ • • . I I / . -. . . -. . . . --I I I I I II/ canst jt Hook bars that confl with cable duct pass ict age '(#6 splr:r" 2 I -9 II Bent 6 outlet*-+--- ';, I/ ii I I #8x14'-0" Ctot center @ (t co I 1 f:16 ~ ' I I a: r f:16 spirals -. -----20 l, BOTTOM OFLO#EST iJ:/CT ,,?..,_. •', /,.-( .=A 1Vl--?T' 8-3"1'/T· , 9rJ 0 Ii· ,.?J,t MA>' BE '@. 80 TTCJ,1,I 1F NECES.5'/11< 't II j ,, 1 I I ,, 1,. ..., t l l • ... .,! I I I I I I r r ~.,... . ~-~' •• . . ' • • • • ""-.,,, Bent 6 in I et .,,.. --- _jt~ ST/l?Rt/PS 8'-3" 2 I -9 II 2 I -9 II • • 1 = lO I ' LO 8 I -3 II 2 I -9 II 2 I -9 II 2 1 -9 II AS BUILT a NoC1c421 ■ CIIMgld&III l&d AeBulHDIIII: Bent 4 inlet* :!:ti 4 (38 I I I I I • #8 <t Bent~-I 1, tot I I I I - I I I tot 76 bundles of 2 l I Bent 4 outlet*____/, ' Bent 4 inlet *__J l \.._:'--sent 3 inlet * • -----Bent 3 out I et * l Col urm BENT CAP AT COLUMN COLUMN SECTION (BENT 2, 6, & 7) COLUMN SECTION (BENT 3, 4, & 5) RELEASED FOR CONSTRUCTION ~R. >~~ PROJECT ENGINEER FILE ID• /usr/is1/sjh/413/pkg1/4131bbd1 sht PLOT DATE· 26·MAY-1994 12•25 PEN TABLE• 4131 ?&n r!CCE?1";!8,_E CO/v'h6Jl?Al?,:,W FOR BEIVT C,4? Sli'RR,/.PS c'PER Fkl 1V..? . .::--.7+8,, DESIGN BY T. Tan / P, Liu CHECKED 8. Yach/R. Price Note: The main colunn bar locations were slightly adjusted to avoid conf I ict with bent cap :!:ti 4 bars. BRIDGE NO. 55-734 QCM RELEASE JUN O 3199t FOR CONSTRUCTJOII{ MACARTHUR BOULEY ARD OVERCROSSING DETAILS BY R. Peng CHEOCEDB. Yach/W. Zaptel/R. Price ~ TRANSPORTATION ..,_ __ -+-BY-------+---------1 ~--r;.,&.,lp■-a CORRIDOR AGENCIES OUANTITIES J. Stept/T. Tan e>«CICEDR. Winrow/L. Dickson GENE FOSTER TCA CORRIDOR MANAGER POST MILE 23.82 BENT DETAILS -1 ORIGINAL SCALE IN INCHES FOR REDUCED PLANS e 1 2 3 cu 12-332 EA 102540 OISREGA~D PRINTS BEARING EARLIER REVISION OATES-• 1 11 Exp Jt filler-~- = 0 I ' 1 Q II :: 0 a I -3 II -----ct Colurm Hinge contact area to be roughened to a fu I I Orrl) I i tude of i., ,i" r-oughness -1 Q II 0 ---r-:ltl 1 ~ L tot 20 dowe Is ~ :: en I .... 1 1 -9 II I I I I I I I I 21 I -0 II 2 @ 3' -6 II 2 @ 3' -6 II 1 '-9 -"11 ~ I I -+--+-I I I I I I I I I I I I I I I .!._ -I I I I I I N!..J----+----,....-+-~ H',",~+-'-4~ ", .,, = / I.D I ' Cl Bent ili TJT .... = I.D I ' LO ------4--#4 §@ 9 ful I length = I lJ) ' I l"i ' I"-ei ..... '<f" • I I J I I + I I I f I I I I \ \ I I I I I I I I I I I \ I I I I I I I I 1-+-r1 I I I I I I ' I ' / .,, I ,-7 I I I I I I I I I --I-----\:----l___.\------1 2 I -0 II 2 I -0 II COLUMN HINGE PLAN 1,.411 = 1 '-0 II I I = {AS -BUILT) --f -INFOOT/N6BATBE#T3 ~:_ _____ __., T/I/SPILEISl?OTATED90.0 <Total 30 HP14x117 steel piles per footing, or-iented as shown> ,...__ ct Co I umn FOOTING PLAN I I I I I I I I I I I I I 1 I -9 II ct Bent AS BUILT t;J NoChangea ■ Changed as Marked As-Bullt Date: DIST COUNTY ROUTE 12 ORA 73 PLANS APPROVAL DATE POST MILES SHEET TOTAL TOTAL PROJECT NO, SHEETS ioFESS c,; THOMAS Z. T ls/ No. C 47899 •P• 12/31/9 PARS0NS 0E LEUW, INC. Iwo_~ac±uceL_Sul±e_SSQ lc~lnaL_ca11£ocn1a_g211a_ Star-+ of pitch when weld is used to anchor spiral unit ("---,_ Direction of weld :#4, ~. & 1:16 reinf only Q ---... ... - -... -+------\----''-------, -..... _ --- Run off end of)>----T"T"""-__,/ 12 11 min bar as shown J C7 7 1.,211 I op I ength Note: Flore weld to be made in direction shown. WELDED LAP SPLICE AND ANCHOR Start of pitch when c I i p is used to Sp I ice c I i p shown for example only r--.... ____ _ C _,.....-Alter-note bar locations. typ. anchor spiral unit? --,......,.;'-,_ 1---------------, __ - ~ L@ 12 = L :t:16@ 6 rr, -0 \ ~ = lJ) t ~~ .. .. ~ I ' ' -LO l • !\ \ I "" :It( 1 L = ' / -LO ,-0 " = ' U) 1 " 1 't I I . I 6 II max ~ ~Bu @ 6 nd led ~ @ 6 Bottom of •-C E ·--E -N ' = _,___, :,..N C C ·-E . E = N ' = N .... = rr, ~ ~ ,, ' , N = I.D SECTION ~ ~ , -Note: 1 . 2. ----------- FOOTING REINFORCEMENT DETAIL ~ Pi I e l,4" :: 1 '-o II ... 't RELEASED FOR CONSTRUCTION DETAIL 1 15.R-Y,t,~ 1,), '''+ 1 I "2 II = 1 ' -0 II PROJECT ENGINEER DATE DESIGN IIY CHl!CICED T. Tan / P. Liu 8. Yach IIY OiECICED ~ TRANSPORTATION l-□-E_TA_I_L_s _-1--_R_._P_e_ng _____ -t-::=W::=._Z_a.,_p_fe_l/_B_. _Y_ac_h_7 ~--■---CORRIDOR AGENCIES 11Y CHl!Cl(ED J. Stept/T. Tan R. Winrow/ L. Dickson OUANTITIES ORIGINAL SCALE IN INCHES FOR REOUCEO PLANS e 1 2 3 FILE 10• /usr/ls1/1Jh/41.3/pkg1/4131bbd2 sht PLOT DATE• 26-MAY-1994 12,30 PEN TABLE• 4131 p ■n Typ 2 1 -Q II 8-:ltl 1 1 :t:1:1 1 barhook.s may be or i anted to any dir-ection so as to avoid conflict with other-rebar-s. If adjacent hooks ore in conflict, they may be staggered vertically by 6 11 • HP14x117 OENE FOSTER TCA CORRIDOR MANAGER BRIDGE NO. 55-734 POST MILE 23.82 1 I :i:t3, #4, #5 & :t:16 1 Bar dia (typ>--1 I---reinf only MECHANICAL LAP SPLICE AND ANCHOR 757. pen min>----,...---. 45° Run off end of bar as shown Direction of weld :#4' ;6 & 1:16 reinf only 5 11 I op bar 1. Butt weld to be made first. 2. Butt weld to be made in flat or-hor-izontal position. 3. Lap bar is to be centered on splice. 4. Flare weld to be made in direction shown. 5. Lap bar equal size to spiral bar. VEE GROOVE WELDED SPLICE CP>-----... Some size, spacing & material as spiral shown on plans Individual hoops, made continuous with 1007. penetr-ation welds, may be substituted for spirals, BUTT WELDED CONTINUOUS HOOP BAR SPIRAL SPLICE & SPIRAL ANCHOR AND HOOP DETAIL MACARTHUR BOULEVARD OVERCROSSING BENT DETAILS - 2 cu 12-332 EA 102540 DISREGARD PRINTS BEARING EARLIER REVISION OATES -- OF 43 UTILITY DATA SIZE OF OPENING <At Abutment Diaphragms, Bent UTILITY LINE cops, and Hinge diaphragms) @ 3'-0" wide X 1'-8'' high 48-4 11 rd Pacific-Bel I tot 2 ductbank ® 3' -2 " at Abut. Diaphragm, 2' -8 "fd 24" fd water I i ne otherwise © 2'-6" wide X 2'-6" high Future Ut i I i ty opening I 97 -6 II II y II TABLE Location 11y II Hinge 2 I -a II Bent 5 2' ~ ~ II Abutments 3' -2 11 Other Bents 3 I -2 II For the profile of water I ine between the points shown above. See pipe 11ne relocation plans< IRWD-3006> DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 ORA 73 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE PAASDNS DE LEUW, INC. Iwo_~ao±uca~_sul±e_ssc lc~loeL_Call£oc:01a_g2z1a_ /g BRIAN R DYKE tti No. C 34582 •P· 9/30/95 CIVIL or c~~ 1 I -9 II 46'-0" 1 1 -0 ,\ :, (,1 1 -0 II 46'-0 11 1 ' -9 II , l Concrete barrier Edge of deck (PER FM NC7 2-tJ47) I type 50A rrodified ,,,,, TWtJ PLANES OF(4)A£>£JITltJlv'AL 118 BARS '\ ct lllE (¢) BAl?SARE EJ/E#!.. YS.PACEl) THROUGflO(JT V 1--" Concrete barrier = END DIAPHRAGM. type 25 U) Prof i I e arade ~ I ~ /4 / );-~- V" typ ( . ~/ I = / / = \ -<D r-1---V 4 11 F i I I et I t typ I ' ) ./ en '7 © A 6 II l S,_" C 14-I typ ~ \ ,· ) = l'l"l CL . c-;z~~ "x 2'-c;, ,,/. I ,,., I ~!,, t--' ' +--~+-~ 3,. 411 dr i p UTILITY OPEN'IIVG --~ grooves t--- -----typ ,- \ l,f~I I ---------. I I 3'-6 111 -6" I typ 1 .. 8 I -3 II 1 I -6 fl ~ .. .. • 1- I MacArthur Blvd Edge of deck CL of Bridge= ct of Girder ,., +-'i ~~ ~ ,., a, '\ 1 1 -o II typ ® (I) I = a>-I >-Q) .0 f ' :: Ill 0 I-I ' +, / = I N .I ' I en 1-10 1 -6 11 I ' condu i t for slg nal interconnect -. • ~11 .12' a. al ~ I ::-- ' N I/~ +- = ' CX) . 1 I = N ' 0 .-- I ' ,q- a. >, +- 3,411 x 1 O II beve I ed recess Ctyp) 1 I -Q II typ Note: For end detai I modification of barrier Type 25, see "Mi see I I aneous Data i I s No. 2 11 sheet. AS BUILT Q NoChengN a Changed 111, Ila lad As-Sulit Date: ___ _ Mechanical Splices may be used outside this region. ~-7!__' __,O~" --4•4~' .....:2=--..11 +--~1~0'.._'~1-" ___ j.-_______ !:.2--':@~1.::!.3~'_.:!.9_"__:~2.!...7_' ~6_" ______ ___..,t---------'2=-@==--1.:_:3~' _9=--"-.....:2=-7:__' _6::.__" _______ ___,i-__ __:_1 O=--' ---'--1 _11 __ 4 .,.....:.4_' _-c::.2_11.....,.,___--'-7_' _-.::.01 11;;;:=~-~45, _ 0 " ' ,.._-(toll bents 45'-o" = I.. .--u 1 B11-53 ~ cont~o ~ -15 9 1 -9 II ~ cont @ 1 8 11 , typ tot 5 #4 tot 5 per bay TYPICAL SECTION 1/411 = 1 '-o II :i:16, 5=1 o" max ~ Q or _____ Q Space a I ong edge of deck @ ~ ~ outside of curve where occurs#'l 1 additional 2' -2 11 bars, where occurs, YD see Detai I 1 • = L ...... 0 #11 tot 2, ea girder ---..:::::,-~ tot 2 C typ ) :: I.. N-U ~ Cont @ aqua spacing ~ tot 15 per bay :t:16 ~stirrups,---- ~@ 9 tot 11 typ @ equa spacing ------Extra~ bars---( tot 2/bay. typ l '!t..\---:l:t4 @ 12 tot 8 I typ) #1 1 cont , S{}FFIT ACCESS • { OPctVI NG ~ cont~ 06 1f st; rrup e, ,,,---.vif~h.:-----..;~-~ @ 12 tot 14 \ Typ for interior 1 6 II typ girders #11 add i t i ona I bars, where occurs, see Detoi I 2 SJFf7TACCESS O?EAIIIIG RELEASED FOR CONSTRUCTION J 01 0 " f. 0 0 0 I ,.) 0 ,--0 '1 ~ 1 6 II I {" .I .,.z"i;t..f , #11 ,1cont _1 @ ....i _2"cLR -;.. 0 ~R.);,...,"4:, PROJECT ENGINEER .t/,J ♦.(f DATE (PERF;WNO Z-041}~ ~-06 --~~~v .. __1-PART TYPICAL. SECT_I_O_N-::::::::::- ATScJFFITACCESSCJPEAll/1/G (#/j BA/?5S.PACING) S-Z 1,.11 = 1'-0" PL.l!CE8BARSPEl?BAY, 40NEAC/ISIOEOFOPEAIIN6Ec;JuALi.Y5PACEOEI/CflSIDE. 2 DESIGN iw K. Hs,ao/P, Liu -~-Yach/R. Price I.K. Mark Descri oos 8 Revisions QUANTITIES ORIGINAL SCALE IN INCHES FOR REDUCED PLANS g l 2 Fll.E ID /uer/la1/8Jh/ 413/pkg1/ 4131btx1. •ht Pl.OT DATE· 26-MAY-1994 12•28 PEN TABLE• 4131 pen • 8-5 3 II 2kt. c./r #11 tot 8 per bay spaced equal IY between girders--ct girder 6'-o" Ii-.---+------,'-------'~-~-- -f!JP >, 0 .0 I I 0. >, I- ----------------------------------/-....--~ --------------------------------<t girder DETAIL 1 -TOP ADDITIONAL RE I NF OR CEMENT( PER.F.#Nt'. Z-.1-ti,-' No Scale Mechanical Splices may be------ t>NlY FL/LL PENETRAJi'.;JN .-ct a I I bar+ s / BOTT WEltJSARE ,4,;.i,J#Ei) 57' -0" 1 IN Tll/5 REG/tJN. used outside this region. ------=...:--=----',-----/.-----=---------;-----i 1 #11 tot 8 per boy spaced equal IY between girders_ t girder GENE FOSTER TCA CORRIDOR MANAGER cu 12-332 EA 102540 ' 6'-o" +,Jf. I I >-_g 0. >-I- QCM RELEASE SEP -2.~ --r------..=----------::::. ---------------------= ....,..-~ ,,, .c;;•'STRUCTI ---------------------------------' ct girder DETAIL 2 -BOTTOM ADDITIONAL REINFORCEMENT No Scale BRIDGE NO. 55-734 MACARTHUR BOULEVARD OVERCROSSING POST MILE 23.82 DISREGARD PRINTS BEARING EARLIER REVISION DATES-♦ TYPICAL SECTION SHEET 19 OF 43 l Bent 2 -----1 Inside face of 0-5 or B0-5 -10 5-11 Place rebars perpendicular to ct br I dge ( typ l . Outside face of exterior girder 1..----(t Bent 3 i MacArthur Blvd and ct bridge Bl-10 U-3 S II Id Drat n 6 11 -Drain lBrg Abut Access opening 12 .;t.~-->v-Access openi see note 2, 12 Edge of deck 87-10 typ U-7 exterior girder at bottom-- • 35' -Q II Space ~ffi~~~h edge of deck 0 I -0 II rd 6 11 Dra 1 12 "Ill Drain pi e Ora in ,. Access I typ l " =o~pne~n=i~n~g....;;~~!!"""=P',-.~==~7 ~~~~~----,...--=7~~-- 87-10 / 35 , _0 " Edge of deck u-7 typ 14--=-=----'::;__...-, ~ Deck drain Doub I e D-2 Inside face of exterior girder at bottom Edge of deck-.__,, PLAN --l Girder G Outside face of exterior girder 0 Indicates girder stem width In Inches, see@ S-3 modified (typl 1 II = 20 1 I• Frame 1 ..... -1 3 l Brg Abut 1 L L i Bent 2 l Bent 3 • 1 L1 . 5L 2 . 4L1 . 1 L2 • 1 L 2 • 1 L 3 Measured along l / Point of inflection, typ 0,11L::1 -ea girder, typ - I <:( --I i'-.__ Cable path is parabolic w L----"" ---.... ,:,...J between points shown --------= -~--z ------::-C.G. of prestressing force u~~ ..... -------= = ..._ l ~ _J 0 rt') = -~ I") --:..-,--.... = a. I ~ I -~ I Ill J---"' • <.D >, ' <.D UJ "' :I: r-r--' .... +-I I .... u I <.D I I I . ' ' I--lD UJ ' -~ UJ <:( = --,.....________ -~-----~r----... ---------'---UJ , --~ +1 = =_,:,. 20'-0' 20'-o' = = en a. -ryp typ a, I ' >, I N I 3 II ' en +-3 II 'I " ' . '<t" I'") • LO typ typ typ :t:16 ~-Stirrup spacing @ 12 max 4~"'!1. • @ 12 max .l~o~ 60@4 @ 12 max Girder A :t:16 ~Stirrup spac Ing @ 12 max Girder G @ 12 max .. 1. 30@9 .. 1to~f I-40@6 .. 1. @ 12 max :t:16 V Stirrup spacing @ 12 max Girder 8 through F @ 12 max 12o@b ' I· . .. .., 40@6 .. ,. @ 12 max .... RELEASED FOR CONSfflUCTION LONGITUDINAL SECTION 1:8]-Indicates point of no movement Ck. Girder A 8" drain ,pe (typl --ct Girder 8 l Girder C SECTION A-A No Scale DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 ORA 73 ENGINEER PLANS APPROVAL DATE PARSDNS DE LEUW, INC. Two Venture, Suite 550 Irvine, Cal lfornla 92718 NOTES: 1. A rninirrurn slope of 2% OfESSt -ETER L LIU ~ c., -----Im ll;! No. C 48409 "' P• 6/30/96 .. CIVIL /1---i OF C,I.\. \~ shat I be provided for al I drain pipes inside the girders, 2. For soffit access opening details, see SOFFIT ACCESS OPENING at ''Miscef laneous Detai Is No. 2 11 sheet. 3. Al I access openings are located at the center of the bays . I I I I I /',---------1-.J ________ _ (j___ ------ -----~---- Face of exterior girder ot overhang Edge of deck DECK JOINT AT ABUTMENT No Scale . _L 11111 ative top bars Extend Altern into diaphrag Stop remainin re inf 3 "• from of abutment /1 ITTII AS BUILT aNoCllmlgel Cl Changed a llulliid As Bullt Date: m. g transverse face C (]) ·-Ol E CJ b <.D £ I ' C .... CJ -I I , /11 ,I '"" - 1..7 - I LI,, ~-· ',... ,, I '"" ;· ,> ,• QCM RELEASE OCT O 7199\ ~~.)>~ PROJECT ENGINEER 6/1 Jq+ DATE No Scale TRANSVERSE REINF DETAI AT ABUTMENT 1 L 0-5 --t OR CONSTRUCTIO~ 1111 111111 TI rn DESIGN IY . P. L1u/T. Tan I 2 ,n rev1:,1on 1". I<, IY --IIDIIIN -IIIHT DETAILS R Peng/R Aguilar IILW IW~ DAff s-j1.e7 /'#= I J.K. Marie D B BY Rev111on1 QUANTITIES J Stept/T Tan FILE ID• p1\ejh,413\pkg1\4131bgl1.eht PLOT DATE• 28-MAY-1994 18•00 PEN TABLE• 4131 pen Cl£CK£DB. Yach/R. Price CIE~D B. ach/W Zapfel/R Prrce Cl£Ck£D • • k R W1nrow/L. D,c son ~ TRANSPORTATION -~-CORRIDOR AGENCIES ORIGINAL SCALE IN INCHES FOR REDUCED PLANS e l 2 3 GENE FOSTER TCA CORRIDOR MANAGER cu 12-332 EA 102540 No Scale - BRIDGE NO, 55-734 MACARTHUR BOULEVARD OVERCROSSING POST MILE 23.82 DISREGARD PRINTS BEARING EARLIER REVISION OATES - GIRDER LAYOUT - 1 SHEET OF 20 43 -.. (PEif r1il //"' ..::-;...,,,.,,: t ,_;-; '1-1_,, ~.:;,EE ORA1!VA-.JE 0. JAILS ON .S"IIEEl .. ZI A (AS-fJc/1r...T O/?A1/v'AGE) _____________ ~ --, 11 ~ floAreF □!ST POST MILES SHEET TOTAL 1--1-co_u_N_TY_-I-_R_ou_T_E_~_TO_T_A_L_P_R_O_JE_C_T-+_N_O_._~~E_TS 17 r----------------------~ ~r ~~~~ ---¼----~--------20'--0-11 ---45'-0" l--------~--A~~~- Place rebors perpend,culo Girder Girder A .r-;;'"+-'~ to ~ bridge ( typ). A-F / f I ore ~~E1d:gie~o~f~d~e;c~k~~~q~=J~ ct Hi ngAe Space along south edge of d ck flare r. Bent 4 6"¢ Drain i e G' d Inside face of exterior girder at bottom 0 II 't---□,,.. _ -.-.'r·--Y--1 r er Outsi9e fa9e of D k d • _::i:,;: -ext er I or g I rder ec ra I n 5--, 1-1 iofESS/ ENGINEER L rER L LIU f" ;-,, C 48'\ 09 "" ---~......---;,\------.. Double D-2 I /~,~-....._ ~,::C.F~-;:f--7modified typ u-G .--+---"""' __,,., er B --------------PLANS APPROVAL DATE KP 6/ j()/9[j CIVIL 9 --OF Ct.l ----~ ----------------------•:J~e:i,"' .or,,---- PARSONS DE LEUW, INC. Two Venture, Suite 550 Irvine, California 92718 156 Access opening Access opening see note 2, typ 12 - Insid~ fac~ of / 45 ,_0 11 / ,_ 11 exterior girder /~irder G flare~ o at bottom Girder ,......_/ Indi cotes girder f I ar_e f 1 ~r~ LJ width in inches, See G~~ S-3 L3 Measured along l of each girder.typ ,5L3 ' ct Bent 4 --< - w z -~ ...J :c ---u I -' I--ID < -/ 12 Outside face of exterior girder PLAN 1 II = 20 I . 6L4 .1L3 . 1 L4 - --------. / Point of / ----=::::--, I -~ --...:::: -= = Q. ,., = ID t I ,q-.... ' I I I'--' / ID ~ -,:7 { -r---------------------= N ' -a:> I ' .... :1::16 ~<Un I ess shown otherwise l stirrup spacing, Girder A @ 12 max tl6 ~ ( Un I ess shown otherw i se l stirrup spacing. Girder G @ 12 max t161f Stirrup spacing. Girder B throuah F @ 12 max Note: ~ For :1::16 ~ exterior girder st I rrup. see 11 Exter i or Girder Stirrup Detoi I A" at "Girder Layout-3" sheet. 20' -( II N 0. ' >, TYP 01 t-3 II 3"~ 60@4 4~@6 40@6 70@9 - 30@9 ~ 4~@; - 60@4 . 60@4 60@4 - LONGITUDINAL SECTION No Scale yp Access opening 158 ~ 45'-o" 45' -Q II / 'lrcfer G f I are' L 4 (_ l Girder G Edge of deck Frame 1 ct Hinge inflection. typ C,G, Cable path is parabo I i c between points shown of prestressing force ~ -= ~ co I ' .... @ 12 max @ 12 max @ 12 max NOTES: 1. A minirrum slope of 2'1. shal I be provided for al I pipes inside the girders. 40@6 ~ 14~@; 40@6 drain 2, For soffit access opening detai Is. see SOFFIT ACCESS OPENING at - RELEASED FOR CONSTRUCTION AS BUILT 11 M i see I I aneous Deta i Is No, 2 " sheet. $./<.)>,pk,,, &J,JQt, PROJECT ENGINEER DATE DESIGN 5--; e.v,s,on I K. DETAILS a N1,Cl&1,111 ■ Changed 81 Ill bcl As Bullt09te: BY P Liu/T. Tan Cl£l:ICED 8 Yach/T. Tan 3. Al I access openings ore located at the center of the bays. BY 0£CMED ~ R. Peng/R. Aguilar B. Yach/W. Zapfel/R Price GENE FOSTER - , -.... I I = ' ,., +1 = q-3 II ' I IO Mark ons B t--------- TRANSPORTATION CORRIDOR AGENCIES TCA CORRIDOR MANAGER - ~Girder C l MacArthur Blvd and ct bridge 6 II I SECTION B-B No Scale ( PER FIW NO. 2-20ZJ /?ELJCATE DEi:;I( ORA/Al TO CL.EAR IIINGE 0/APIIRAG//t!Ctlllt'Zl{T I Face of exterior girder at overh~ Edge of deck DECK JOINT AT HINGE No Scale tl6 tot 21 B0-5 I QI> 8 - :1:15 ,, tot 2 ,,a \ 'o 5-10 Bent 4 ,, Face of exterior girder at bearing seat ct Hinge Bent 5 ,, ,-----~-·----,·,~-~ C Cl) ·-(11 Eo L ' = 0 ID I o ' ' C .--a - ----------------- TRANSVERSE RE I NF DETAIL @ HINGE QCM REI.EASE BRIDGE NO. 55-734 '"a 11 = 1 '-o II OCT O 7 199.\ FOR CONSTRUCTJoti MACARTHUR BOULEVARD OVERCROSSING IIGN Off DATIi Revisions QUANTITIES BY J. Stept/T. Tan C1£C1CEDR. Winrow/L. Dickson POST MILE 23.82 GIRDER LAYOUT -2 ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 I 2 F"ILE ID• P''•Jn,'4-13"\pkg1"\4131bgl2 snt PLOT DATE• 26-MAY-1994 15-05 PEN TABLE 4131.pen 3 cu 12-332 EA 102540 DISREGARD PRINTS BEARING EARLIER REVISION OATES-• SHEET OF 21 43 ~ MacArthur Blvd and 'l br I dge -- -- Inside face of exterior girder at bottom Frame 2 L4 <i.Bent 5 I , 1 Ls II. H;ngo~ J I I = -...:::: r--~ I") = -:f' +1 --I") Ill = I ..... ...,. -I I I ..... --I l!) / U1 - 1/ --r-----.... ------ = U) .... 3 II , shown otherwise) ~ ~(Unless stirrups pacing,Girder A 3 II ,"i(\...;~ v· @6 ~ ~(Unless stirrups shown otherwisel:"\y~ pacing, Girder r, @6 ~ V Stirrup ,. ,. GI rder B spacing, .. , .. @4 through F - 3 II - 0-v<S..- 4-;;-v @6 60@4 60@4 Note: <S.., For ~ '» exterior girder stirrup, r--=-s_e_e __ " ;;;.E ;..x.;.t.;;.e_r.;.i ..;;o_r_;;G..;,l.;.r..;d;.;e;.;,r....;S;..;,t i r r up D et a i I A " • RELEASED FOR CONSTRUCTION tf_t< . .P~ J/1 ,,,,_ PROJECT ENGINEER DATE 60@4 160 /._---->-,Access opening Outside face of exterior girder PLAN 1 II = 20 1 1 61 45 1 -0 II ,rder G flare 3 B-G flare 22 Indicates girder flare Ls Measured along 'l of each girder,typ .5L5 ·• 'l Bent 6 . 1 Li:; Coble path is parobo I i c between points shown " \ Point of inflection, typ \ ~ C,G. of prestressing force = Q. I l!) ;,,,, -..... + -\.0 --/ / ~ -1/ -= N ' -C0 , 2( '-0 II I -N Q. ;yp ..... ' >, • a, +-3 II @ 12 max 60@4 @ 12 max 30@9 60@4 0-v<S..- 4-;;-v @6 @ 12 max 60@4 .. . 12 'l Girder G width in inches, see ~~E) LG -n. 06Lh , 1 LG = en = I ------I -w .I " z ~ -= :f' I") Ill _J I ..... -I ..... -I I \.0 u I- -r--------__ -----.... <t ~ - 3 II 0-v<S..- 4-;;-v @6 60@4 @ 12 max 60@4 40@6 @ 12 max 60@4 40@6 @ 12 max IS] -Indicates point of no movement LONGITUDINAL SECTION No Scale DESIGN BY P. L1u/T. Tan Ct£C1CEoB Yach/R. Price 2.9 "'-Dec.le drain rev,s,011 I I<, DETAILS R. Peng/R. Aguilar B Yach/W Zapfel/R. Price GENE FOSTER 'l Girder D 'l Girder B DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO, SHEETS 12 ORA 73 ERED CIVIL ENOINEER PLANS APPROVAL DATE PARSONS DE LEUW, INC. Two Venture, Suite 550 Irvine, Col ifornio 92718 NOTES: OFESS/ -ETER L LIU <.:> ,.,, ~ No. C 48409 '° P 6/J0/96 1 . A mi n i num s I ope of 2 °/. shal I be provided for al I pipes inside the girders. drain 2. For soffit access opening detai Is, see S0FFIT ACCESS OPENING at 11 M i see I I aneous Deta i Is No. 2" sheet. 3, Al I access openings are located at the center of the bays. PRESTRESSING NOTES (FRAME 1 : From Abutment 1 to Hinge) (FRAME 2 : From Hinge to Abutment 8) 270 KSI low relaxation strand: Pjack Anchor set 32710 kips (Frame 1) -36770 kips ( Frame 2 l -----· ·-· -----· -----· -3"a in ----'=---- Total number of girders 7 Distribution of prestress force (Pjackl between girders shal I not exceed the ratio of 3:2. Maxirrum final force variation between girders shal I not exceed 250 kips. Concrete: f c -_4_~0"-"0'--psi @ 28 days f'ci -3500 psi @ time of stressing Contractor shal I submit elongation calculations based on initial stress at 0.904 (Frame 1 l ISJ= o.902 <Frame 21 times jacking stress, Stressing shal I be performed from both ends, Design is based on )J,= 0,20 and k = 0 ~~~--(PEti' FIY! NO. Z-148) .::iPIRrlL TYPE Note: AS BUILT Cl ~Cha.'igll ■ Changed u Mmlwd A•Bullt Date: Exterier girder ?_/11~E t~ff_l1r!P£1- BEY~1NO For reinf. not shown see "Part typical section" of "Typical Section" sheet. EXTERIOR GIRDER STIRRUP DETAIL A BRIDGE NO, 55-734 No Scale QCM RELEASE OCT O 7 J9S.\ FOR CONSTl{UCTION, BY CI-ECXED ~ l----+-------1------'---~ BY J Stept/T Tan Ct£C1CEoR. W1nrow/L. Dickson Mark Date Descrumons By TRANSPORTATION CORRIDOR AGENCIES TCA CORRIDOR MANAGER POST MILE 23 82 MACARTHUR BOULEVARD OVERCROSSING GIRDER LAYOUT -3 Revisions QUANTITIES FILE ID• p•,■Jh'-+13,pkg1'-+131bgl.3.eht PLOT DATE• 26-MAY-199+ 15-56 PEN TABLE• +131.pen ORIGJNAL SCALE IN INCHES FOR REDUCED PLANS 0 I 2 3 cµ 12-332 EA 102540 SHEET OF 22 43 Deck drain Double D-2 modified, typ- Place rebars perpendicular to i bridge CtypJ. Space along south edge of deck. B0-5 -----Outside face of 5 -10 Inside face of exterior girder exterior girder at bottom _,,,,,.&a:.._ ...... ,....,_...,_,,,.__,,""""-"'""""-_,,,.,A~c~c'.:e':s~s"":::o~p';:;e;;n:"i'i~n;g~s;'<-:;==;~,~~~ _,Ao~-;-~---~~;_~[.=,.,,..=""""'""""=-"""'"""""'"""_,,,_..,,.,...,.,.,......,""""' see note 2, typ Inside face of exterior girder at bottom Outside face of exterior girder ~'-0" / II .,..~Ii----:--------.,,~/.,,.· -.=---,r;v B7-10 35 I -0 II ,, girder G flare / Girder NOTES: 1, A minirrum slope of 2°/. shal I be provided for al I drain pipes inside the girders. 2, For soffit access opening detai Is, see SOFFIT ACCESS OPENING at ''Miscellaneous Oetai Is No. 2 11 sheet. 3, ,,-· 8-G flare U-7 PLAN 1 II = 20 I ~dicates gir-der flare width in inches, ---~_...------iTruss bar Top bars.. :::___ 1 see ~ ~ Al I access openings are located at the center of the bays. SECTION D-D NO SCALE Bottom bars LG -Measured along ct of each girder, typ. :: ~ CD .... "' .... --~ - " '-a w z -_j Cable path is parabol i c ➔ ffi between points shown-~ :::c ~ u -A~ I--<! -. ~ ~ ~ti ::.? -.. .., = ~ N ' C0 I -.... :1=16 ~ ( Un I ess shown otherwise l stirrup spacing, Girder A @ 12 max :1=16 ~ < Un I ess shown otherwise l stirrup spacing, Girder G @ 12 max :1=16 lJ St i rrup spac r ng, Girder 8 through F @ 12 max Note: ~ For :1:16 ~ exterior g I rder st I rrup, see 11 Exter i or Girder Stirrup Detail A" at "Girder Layout-3" sheet. {._i_:#:M,~~ 4 C'cr:k 111 ,-ev1::,1on J.K. I Revl 11,,ctcne,ss I.K • L7 .5LG .6L7 . 1 LG . 1 L 7 ~ Bent 7-... I Point of inflection, typ ~r---:::: ~ ~ = = YC.G. " = Q_ I") V .-<.O t I I I ..----I ,.._ lD I.O / -/ ~ ( .__ r--___ ------- ; 0'-0' Cl N ' ,.., typ ... a, 3 II 3 II ~@4 ___ ~ ~~@6 60@4 30@9 ~ 60@9 4~@6 60@4 50@9 60@4 60@4 50@9 LONGITUDINAL SECTION No Scale DESIGN IIYP L1u/T. Tan CHECICED R p • B. Yach/ . rice IIYR CHECICED DETAILS Peng B. Yach/W. Zapfel/R. Price of prestressing force ---------= N ' -co I ' .... @ 12 max @ 12 max @ 12 max AS BUILT Q NoChangee • Changeda1 As-Built Date: Frame 2 30@9 . GENE FOSTER Girder F of deck Top bars Splice bars 87-10 C iGirder D U-3 ----- ----- Truss bar -- Bottom bars DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL Pf{OJECT NO. SHEETS ,--t----I------¾-- B0-5 12 OfV\ 73 REGIS RED CIVIL ENGINEER PLANS APPROVAL DATE PARSONS DE LEUW, INC. Two Venture, Suite 550 Irvine, Col lfornio 92718 I -6 II -anchorage ,;; PE r[R L. LIU ,... le' No C 48409 ;a p. 6/.30/96 CIVIL OF C~ CUT ONLY#~ S17RRUPS /IV Ctl!Vh:;. '7 #!Tl-I Tf/£ Ev' BOX ITSELF (PER FM NO. 2-195') SECTION E-E NO SCALE 5-10 iTtkk'/, #11 "IJT.., vBrg I - TRANSVERSE REINF DETAILS AT ABUTMENT 8 Brg 1.,811 = 1 I -0 II r ( PER F,,W N.J. 2-IPS) @ Abut 1 I ? 1 aNcumNGAt.itJJVEo#c, @ Abut 8 :t:16 :-1 5' -o " @ 6 place para I lei to girder and space normal to l girder ~ "~ 3 II 50@9 40@6 60@4 50@9 I ~~:::s:~--= I.O +1 = N I -LO • • • 1 I I I / I I I ,i I (~£9- f ,.~' -Rec PS a - 0 I • I I I • I ess for ---tr_, I nchorage . / ~8=-, ,' • I I :t:16 -~1-5-, -0-11 @ G place para I lel to girder and space norma I to l girder • • • • • • • ' • • • • • • • • • • • :j:fj tot 1 6 ~-~ (8 £AC/I FACE) - 0 I • :1=16@ 5 I&} Cat recess) or [!IJ (between recesses) p I ace para 11 e I to girder. (/1-Tor) :t:15 x 6' -0 11 tot ls-rofl @ ea. 24 recess ? tot 6 -------N&TREQ'o (PER FM NJ 2-.J5'-") • • • • • • • --STD. GRILLI/Ge END DIAPHRAGM QCM Ri:LEASE OCT O 71SS, FOR CONSTRUCTIOr-t I 11 -1' o" "2 - - BRIDGE NO. 55-734 MACARTHUR BOULEVARD OVERCROSSING CILT-1119111N ~JOMT ft Mark D8te • B IIY J SIGN OFP' Dlti: '>;J--7 T 9th QUANTITIES Stept/ T. Tan CHECICED • / L D. k ~ TRANSPORTATION __,...,.,--CORRIDOR AGENCIES TCA CORRIDOR MANAGER POST MILE 23.82 GIRDER LAYOUT -4 Revisions . R Winrow . 1c son ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 FILE ID• P''•Jh,413,pkg1,4131bgl4.oht PLOT DATE• 26-MAY-1994 14•53 PEN TABLE· 4131.pen 1 2 3 cu 12-332 EA 102540 DISREGARD PRINTS BEARING EARLIER REVISION DATES -- SHEET OF 23 43 (PER FM Alc:7 2-/55 ------., Tfl E 2nd. BEARING F.Rt1.M 71/E LEFT @ 771E II/N6E ,1,f,4Y BE NtJv"EOt/P Ttl 3'-~"IN'~ARO Face of exterior girder at overhang N 17°49'25 11 W Face of exterior---girder at soffit Face of exterior ---girder at bearing 9'-0 11 (PEl?FMN6. 2-/¢8)-. A0.0#8 r7 (TOT 8) WITIIIN T//E 0/AP//li'AGM xx Vertical Restrainer (typ)(tot 4), see "Restrainer Unit -Type2" sheet Uti I ity openings // ./ (PE!r'Ri1//_?, 2-159/.,.,,,,, •• SEE SltEET2/A FCkbE&IL See ''Util tty Opening Detai I'' M~?£.1FiEi ,v'u,,111-. (PER F/l/ I✓-". ---'i-, ------ 4' + 0 = N ' ('\J Cl + C ·-l. ('\J 0 ' a, -0 .0 Uti I ity opening-~ ,.., Bearing T em yp 5 I -o II 4 •1-o II )\ )\ 4 -0 II PLAN Sea I e: 1.-e"= 1 '-0 11 (SET2AIE/4/) SECTION AT l HINGE Seo I e: 1.-811 = 1 '-0 11 1 11 Expanded po I ystyrene-.... Expanded polystyrene, thickness to match bearing osserr'bly ''a'' thickness expanded polysterene --Face of exterior girder A ,, .•,'.'\,; -" .. . .. -a..:;:--::~~_,..,,""115'--ct-H-i n_g_e_ <t Brg ~ .----Chamfer acute angles of key with expanded polystyrene 5'-0 .x )\ ~ NOTES: 1. For Section 8-B, see "H i nge Deta i I s-2 11 sheet. Align shear keys with ct of bearings. Uti I ity opening~ ~ Reinf spacing Bearing asserroly Face of exterior girder BEARING SEAT PLAN Key Expanded polysterene, thickness to match bearing asserrbly r---1- , I _I__J ________ _ No Scale -r-1--------- 1 I ---ELASTOMERI /PTFE Bearing assembly, otal 14 See "Elas omeric/PTFE Bearing De Is" Sheet --Face of exter girder at overhang Face of exterior girder at bearing -----Face of exterior girder at soffit $ tot 7 DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 ORA 73 OFESS/ ~ OHN C. EDD l!li No. C 44706 '"' PLANS APPROVAL DATE 3/31/9 PARSDNS DE LEUW.1 INC. Two Venture, Suite 550 Irvine, Cal ifornio 92718 AS BUILT Cl NoChlngee ■ Changed u Marbd A•Bullt D!lta: 2 1 -6 II O typ at each side = YL+ot 1 $ -q- --~ 4 I -0 II ,.),' :1:18 LJ ~L tot /~ 4 I -0 II 7" :1:18 $ Opening for future ut i I i t i es 7 LJ LJ FUTURE UTILITY OPENING DETAIL { P£j. h-1111 ~ -;::; ...,,, 1lJk1.__:1110t,_ Ac.JT,f/11)/E):.. SET 1111..,rA,__,_££ /E,v7i,__A._L >'A:., s11.1!V'A1 /IV [)ET,4/L._; ?// vl-lEETZ8 r;'F¢3 = $ rFfl? tot 4 -.., No Scale = = 0 ~rFil~ tot PLAN 4 / -0 II typ 8 (t Hinge -(PEI? FM,Vt'. z-::1;:,, "''-10"@ _EFT .:/flEAR l(cY CIN.:. Y ---:1:18 L--.J 1-----------r-i See Section B-B --~L--.J See Section 8-B 1" Expanded polystyrene Bearing 2 11 Expanded polystyrene -t---at sides of key --Expanded polystyrene, I I J L ___ _ 0 ~ -, I =,ii~ ----f:=::=~"2+:++- osserro I y -..... ~~ girder SECTION A-A REI.EASED FOR CONSTRUCTION No Scale ~ /<. )>~ 1,/1) 9~ PROJECT ENGINEER OATE FILE 10• p•\•Jh'\413'\pk1J1\4131bh91.eht PLOT DATE• 01-JUL-1994 14•38 PEN TABLE• 4131.pen = thickness to match bearing asserrbly 2" cir, min $ rm '!---1----=--------; 1------------t l"l QCM RELEASE Aue oaa FOR C0NSTJtUcTJort 1 11 Expanded polystyrene PART SECTION@ HINGE SHOWING REINF SPACING IN EXTERIOR BAYS No Scale DESIGN .., J. Eddy CICCICED ~ TRANSPORTATION DETAILS .., N. Duenas W z f I/ 8 y h ~---+-:::----------t-==-· _a~e __ • _ac _ _, ___ CORRIDOR AGENCIES .., J. Stept/T. Tan R.Winrow / L. Dickson Q£CICED 8. Yach / R. Price QUANTITIES ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 I 2 3 GENE FOSTER TCA CORRIDOR MANAGER cu 12-332 EA 102540 ELEVATION SHEAR KEY DETAILS &. '1-1-'14 ~IZ,I~ ~\i:,10r,J pL No Scale ~k. ~ ~•f'r-iO~ 'bl RA.11 ;, oi-J"- BRIDGE NO. 55-734 MACARTHUR BOULEVARD OVERCROSSING POST MILE 23.82 DISREGARD PRINTS BEARING EARLIER REVISION DATES -- HINGE DETAILS - 1 SHEET OF 24 43 Arrange relnf to ovoid <t Hinge DIST COUNTY ROUTE POST MILES SHEET TOTAL U ll extend TOTAL PROJECT NO. SHEETS o,n ea ssem J • t S I A bl y 12' -0" :j:j.<J I @1 2 ~ / ' , B7-1 1 I J-4 " ~ :1=16 :1=16 :1=18 :1:1-9 :1=18 - U@e L___J ] @4- \.@8 :1:1-9 :1=16 [ @8 ,--,@8 L..-J tot r-J@8 4 II I f i I I et typ 8 :1=18 to '--" " tot 8 extend edge of deck • • .-,;: • / .. . . -• . • . • . ---• ) L.--• . • , ' . a 2 I -o II PT Bi./JCKOUT--- :1=16 [ @8 ,, ( ' ~ti---~ I \ J -;~~~ "' ._ '/\_J ~ 1 \. . ~ . . C . I ~ '\ __,- \ . \ ') \ 1/ . l~ • ., . Y.t ( . \ .~ '\. • • • l~ .. ~ . )< . ' . '\.. .--~ J \ ·-......... ., \. '~""-.\. '\' . . --.. '' I y'--• • " I\ • • • ~I ·\; / '· \_ > • I\ ~I ✓ ' • :\ I \ . ~ • \ :t:18 tot 12 to edge of deck ~ :1=16 J @8 -" • • • • ' z < \....., ::, I>-' l / . • "\ -.:::: ----" I . -\ ----..__ I ....__ ....____ ' \ ~ ..__ " \i ------'---= • I • -,._ r\: ,,.., '' . \ . j - :1=16 ex 1 / 12'-0 11 @16 capt within -3" at webs Cast-in-place concrete to be placed ofter prestressing of girders is corrplete ' ' -:1:16 u ~ @8 {PERFH!VtJ.Z-127) l!:::i,,::-, -- 00 [ ' L.. @4 :1=16 ~ @8, see Note 1 {PER Firf#c-.:.'9~) :t:18 L__J tot 7 ooLJ @8, see note 4 ( NOT lrf~i)iFIEO) t__J tot 8, di scan' t at shear key :1=16 t;.9 L_!@8, see note 4 ~\ @8 L__J :1=16 (PER FM Alt/. Z-IZ") ct Hinge 1..-----Blockout for joint seal assembly, Size to be determined by the joint seal assembly subject to approval of the Engineer. (PER F/4" Alt?. c-24~) COAISTR<'.IC/lO;V ✓il/1./T NOTE: 12 ORA 73 RE°/STERED CIV NEER PLANS APPROVAL DATE PARSONS DE LEUW1 INC. Two Venture, Suite 550 Irvine, Col ifornio 92718 Concrete shal I be the same grade as the cost-in-place prestressed concrete. II a II orEss, 0HN C. EDD i"' r"' C 44706 ,.. . p. 3/31/94 CIVIL or c~\~ t__J typ :1=18 :t:t4 t o hot d , :1=16 @ 1tot ) __,--9 . '\. } . , \ . . . I\ !~ '~ r l " ~ ' ::.:: 7 ~ :l=t4 • to h -:1=16 C L..-J typ CfJTTOAJ/tJ'l/?A#ClltJRAGSASlv'ECE!>"'S RY ,0 old, J _ (PERr,A,t/.(.?.2 -1,s) 7?AM 2-Cast-in-place concrete to be __,1 tot 91/TPT g,:_:;c,1;.vvl; #.;, (T.JT9;/r/AY BE RE?,_,4,__££,' PI aced after supporting hinge M Expanded polystyrene :t:t4 mli@4 at~h should e prestres C 16 horiz .,. -----both ways girder. Gr i I I a Je xtend 1'-0" beyond sing anchor plates Extend reinf i bottom long nto closure pour - • /4 - ~- ' -\. . ' \' --..._ • ' • • • I :1=18 L..-J tot 12 :1=16[@a :1:16 [@a I 3 I -8 II 5 / -o II • ~ ' ' ~ -@ 16 . ./-:' ' ✓ ' '7 17 • • • . . • I ., ,,_,~"' I ' ~ ~ I :i:;g 12 :1=16~ @8, See Note 1~~ 2' -0" I :1=18 Deta I 4 f -6 II -See 3 I -8 II hor i z ;v, ~# 8 ( TOTS;. P ... Ai:E 8ciJ1/EE/V PT.Oi/CTS TltR<JJc,H seat has been constructed .Ml) ] @8 BLOCKXT. HJ.:¼ /2'~'1,k'o/..;;,'.';-V1:;I.:'. .STEE.::. ;p ,8_1i7'-i&/f:-.::.•. ◄----------and bearings hove been ++O properly positioned. '-o ~12 REDUCE£--'? llc.?Ok ..::EAl01tt'J£,:/.,i~1T)<J?EA'liVGS SECT I ON TH R LJ H INGE" (PER fiif l✓-1 2-/3/) L..-J tot a (PERF,~/1V.1 2-/8/J 3/4" chamfer'.-..._ i7f£#8 c 1 {T<JT5)/JfAY8£REP!.ACEO 8t #; c 1 (TOT/0) #IIERE EACft #8 IS REHACEO 8'1 A d~l//i,LE :JF(.!)#t,8AR. EACh .8il!VOLE :JF{2) --Type-2 Restrainer, tot 6. w'/Li.8EPl.-4CE£J8Et..tJ#<JAIEOFTIIE No Scale = V i I 1 12' -o" @16 :1=16 e xcept within ~ #_8. (TJ [ ef!.:. . __ -----~: !!_?_{jJJ~4) .-6 Cab I e Uni ts per restrainer Pi~ rhVl11cJRA"JE_:;. with Type A anchorage. DETAIL 1 , '-3" of webs Limits of ut i I i ty opening ':,.. SECTION B-B -1 Sea I e: 1,2"= 1 '-o" Provide hooks at opening ----- Place above opening --..__ • • • • • • • • • • Place below opening----- I I •• • • 1, -----indicates portion of reinforcement to be omitted at utility opening. 2, Hooks in conflict with uti I ity openings may be turned towards horizontal. 3, For size and spacing of reinforcement, see "Section 8-8 ". • Equal Jy distribute~ 'v interrupted by uti I ity ofenings on each side of opening at ✓2 spacing • • I ----Provide hooks at opening • r-.------\------;, , , 1---Place below Soffit ' ' opening • • • :L--{.. ., NOTES: 1 ) 2 l :t:16c 1tot 4, @8 may be substituted for :1=16~ @8 at shear keys and ut i I i ty openings If✓ ... J#ER t11iV5E ( r1../ ... ,_ ,fllOTf/,;?F 81r'J00E IN{,;.,,µ~« f/lv'Jc. (PE/4 t="M #.J 2-29<P) MR is defined in the direction para I lei to l of bridge; "a'' is defined in the direction normal to the joint. For the va I ues of "MR" and "a", see PARTIAL SECTION THROUGH HINGE AT UTILITY OPENING ''Hinge Joint Seal Details'' sheet. 3) See "Restraining Unit Type-2" sheet for details-~ PLAN Bar "B" -------~ ---------------------== SECTION C-C No Seo I e Gr i I I age, :t:t4@ 4 both ways, typ 4 "t RELEASED FOR CONSTRUCTION 8. I<.. J)d? ;:_ 1,J,Jqi,. 4 l Al I reinforcement paral lei to the ct of Hinge shol I extend to the exterior face of the box girder. Place reinforcement above shear key. RESTRAINER UNIT-TYPE 2 LAYOUT No Scale AS BUILT ONoCllangle a Changed aa Mlrbd At-Built Date: (]C/1,f RELEAsE ,ILJN O 315\ l·OR CONSTRUCTION PROJECT ENGINEER DATE CM.TRANS DEllON OVERIIOHT SIDN DFF ,,.,G1z1,lq1= FILE: ID, p:'\sJh\41J'\pkg1'\41J1bhg2 sht PLOT DATE:, 26-MAY-1994 15 29 PE:N TABLE: 41J1 pen DESIGN BT OEO:!D J. Eddy B. Yach / R Price DETAILS BY OECICID ~ N. Duenas W. Za fel / R Price t----!------+-~~=----i BY CHECKED QUANTITIES J. Stept/T. Tan R. Winrow / L. Dickson ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 1 TRANSPORTATION CORRIDOR AGENCIES 2 3 GENE FOSTER TCA CORRIDOR MANAGER cu 12-332 EA 102540 BRIDGE NO. 55-734 MACARTHUR BOULEVARD OVERCROSSING POST MILE 23.82 DISREGARD PRINTS BEARING EARLIER REVISION OATES -- HINGE DETAILS - 2 (PRELIMINARY STAGE ONLY) SHEET 25 OF 43 DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO, SHEETS Girder stir-rups ~c.@4- 4, -0 II Face of exterior ~~---Future uti I ity opening ' ' ' ' ' ' ' ' --------------~ For-med joint girder at overhong--- Face of exterior girder at bearing seat 4' -0 II ti6 [_@ PIT tendo Stirrups@ 8 tot 11 sets--'---- 'l Hinge ti6[_@6-=::::::::-- 4'-0 11 ~ varies SUPPORTING HINGE SEAT Stirrups@ 8 tot 17 sets " " " " " " ' Stirrups@ 8 tot 8 sets .---,Face of exterior girder at overhang 4'-0 11 & varies ~[@6 ------------------- Girder stirrups-- Face of exteriorJ-~-----_J~~---------------------~ girder at overhang ~ Future ~u~t~i~l~i~t~y-----;,--p'J opening-~ t:16 [_@ 4-- 4' -0 II + 0 Q) II) Q) Ol C: :c: --Face of exter-ior-girder at overhang 12 ORA 73 .--Girder stirrups ---ti6[_@ 4, . OHN C EDD C 4470 ~c @6. 4' -Q II 4, -o II at Hinge Diaphragm typ E OI Cl) C, OIL cc ·-Q. :c: C, + 0 Cl) (/) a> OI C :c: ·-Cl See Note 1--~ • PLANS APPROVAL DATE p. 3/31/9 PARSONS DE LEUW, INC. Two Venture, Suite 550 Irvine, Col ifornio 92718 .,,---Hook at future uti I ity ~ opening, typ AS BUILT Q Hf. C1-..g11 ■ Cllangad•ll11 ad A.-Bullt Date: \ • ~ • • • • l ll'·-7·1""""""· 1-:-· -t,·....,\rt"nr~--t )-...-.-;---:::::::-~· µ.--:1:18] stirrup, ; : . . . . ( /. /.i.--r. tot 3 per set : • - --~-. ---.·"-:;:. • • :1:18 1 :, stirrup, 11'''---'0'----'':...+-''---+"'--+-'"'lt-+:-~c--=---'l-....:...-.:.r tat 5 per set -at hinge seat, typ Future uti I ity • • ~ • • 1 _.,.-See Note 1 --~\.. . 7J • ps opening ___ / ------------ • \ -.. •• •• 'l !. \., -. t:16 c I tot 9 everY--++·-......:::::.,,.::... 1 • • :--/ • ,~·=--_,:.----..-:-+-• ..... • -..l·'t-\~'·,....\~~'-r:=.=:= .::::.,...-------,..Ji--=--~· -l~-..,,,.-· other st i r rup set 1,,;-...._.-•=-'-....__.'-+-=-· _ _,._. ~-'''i-14+·-~•-..:·-1-_,:....__·"', ........._ '-,: • • • • • • .:J omit 2 at future "--' ut i I i ty opening 1,,;-.__-+=-"\. _ __,_. -1--=-· --=·-+-4.-' 11+·_ ..... _ ..... -+-..._: _.!jll • .... '-• • • • • ~---i~-./ ~~-........i~-.+----¥=-~~--~---4--l--- -: . . . . . • _ _,· ___ _,__.j....l·--=·:v' • ·; • "' ~ • - - • • • ~ --- :1=18 m stirrups_/ L'1' ~ A1/· .• . • • • . • • • • . . E OI a> CJ CJlL cc ·-Q. I CJ Cl --~· stirrup 20'-o" Formed joint ~ [ st'rr I up, tot 4 per set ~ stirrup :1:1-9 omit at future i Hinge \ ut i I i ty opening • I •I ' • I ./ i"~. • • . • /" '--' . . . . . . ' ~ / '--r. • / -. . . . . I-;---· .. _. =..: ____ ~· ~ •-· --f----- I :1:1-9 ~ stirrup ) omit at future utility opening / I fl Hinge t:16 ] st I rrup, tot 4 per set r-Hook at future uti I ity opening, typ /; Discontunuous at Ut i I i ty opening 20'-0 11 , /'":1:1-9 c st I rrup / --Girder rei nf • • 'CJ • • ~-" . / . . . : /" I • -• . --. -. - Turn hooks horiz at utility opening ~,,..--.4 II t typ !£:. ______ _ SUPPORTED HINGE SEAT • . • "'"' r. . . . • . . \../ /( . . - • Future ut i I i ty opening • -HINGE REINFORCEMENT AT CORNERS (PER,CMJVa 2-152) Scole:3,.e"= 1'-o" -...--I'\\ ' . • . . l • . . ~ • • ..: ....,_,_ . .::... .. 4 . .. . -... \ . . . -' . ~ -----. . .-. . . • :: PTA#CllrJl?ACE G1Rt1ERS A ( G ARE TIIE St.<JPEIJ E,,t TER/cJR GI ROERS. IN TIIESE 61RfJERS, 4 'I" TflE fd Ot/CT$ lJONOT fZ.ARE ( , ~ ______ ....) Locate t:18 ,._ _ _, above future I 1J''.! I 1 "-'-.. . ./' t:16 1 _; tot 9 every 2' -9 11 ~7 t-'-R=9 11 @ 4 tot 5 per anchorage PLAN NO SCALE Formed joint WILL tVtJ. -------~'JI,,::; ... -7 RE.PYI.RE £It/CT TIES. , 4c "1 #1C , } ~':,~u_r __ ut i I i ty opening I Om i t 3 -:1:18 c...___ at future uti I i ty opening Note: #7 Core in odd it ion to "local zone "reinforcing FIT 'TAL , / {PER hr/ ,-VO. ,:;'·/J.::~; ~ Ot/E TtJ T/IE GE,.JNETRY@ 77/E 111/l&E TIIESE 5'//R.S f}tJ tV.JT. and #3 gr i I I age W1TH Tll&R.::.E,j.5 J..f1EN1~£i.-lf.:JR1~:JM :1=18 See Note --:1=18 C I • 2 per stirrup set :1=18 C 1 stirrup, tot 4 per set I • . ~-. . . . . 1· ' I • . . ""'. . . . . . • . . . • . . . . / .1 • --. . . . / 7 • • • • • • • • I. n [stirrup, tot 3 per set Formed joint ~ A.5S11;,-1wJV llv ,.;,E.:,11.'I/I c-.;. ~ BAR tJR1E/17:4Tt,1// A..J ,jlftJ.,</N A8.1v'E EXTERIOR WEB P/T ANCHORAGE REINFORCEMENT SECTION C-C No Scale No Scale Note: P/T tendons are for i I lustrative purpose only. BY ,_ 0£C<ED Note: 1, For size and spacing of reinforcement, see Section B-B on "Hinge Detai Is -2 11 sheet. SECTION B-B Seo I e: l,-2"= 1 '-0" • - • ---l • --• .,.--...., ~ other stirrup set omit 2 at future ut i I i ty opening :1=18 QJ stirrups c?' See Note 1 (,f. r;I. ~Af -s DESIGN J. Eddy 8. Yach / R. Price ~ TRANSPORTATION BRIDGE NO. 55-734 MACARTHUR BOULEVARD OVERCROSSING BY CIOLTIWe DESIDH IM:RSIOHT DETAILS s-12---;. L~~ I ION OFP' l)lTE "'I QUANTITIES BY FILE ID• p,,sjh'\413,pkg1,4131bhgJ.sht PLOT DATE• 27·MAY-1994 08•04 PEN TABLE• 4131 pen N Duenas J Stept/T. Tan CHECKED W. Zapfel / 8. Yach CHE~Winrow / L Dickson ORIGINAL SCALE IN INCHES FOR REDUCED PLANS CORRIDOR AGENCIES l!I I 2 3 GENE FOSTER TCA CORRIDOR MANAGER cu 12-332 EA 102540 POST MILE 23.82 DISREGARD PRINTS BEARING EARLIER REVISION OATES -- HINGE DETAILS - 3 SHEET 26 OF 43 -------------------------------·------·--- --SI iding plate Disc bed plate PLAN -BEARING PAD \ ct Bearing ct Brg Abut or H i nge ______,...\ _.-ft 1 1.,211 ffi I:\ \ ( "Jyf) ~2 "x D II Ill recess for ~ ~---1-_.,__ --=::::::::::~:.._ __ = 3116 11 X D II Ill PTFE di SC t--. ct Brg Abut or Hinge W/2 11 W/2 11 W/2 11 N ' ....I = N ' ....I PLAN -DISC BED PLATE i Brg Abut A or Hinge _/ \ \ 1 "= 1 1 -a II ~-ct Bearing ....I = See DETAIL 1 It 1 11 -"?""---- ("f'{P.) . 135 11 po I i shed stainless steel sheet bonded and attached with countersunk cop screws to slide plate 3116 11 thick x D II Ill PTF disc bonded to disc RELEASED FOR CONSTRUCTION --- ~ /<. ):>~ l,}J) 91J- PROJECT ENGINEER OATE --- SECTION A-A 1 II= 1 I -0 II I ___ .... __ _ ---- DETAIL 1 3 11 = 1 / -Q II SI iding ft Cap screw Anchor stud L -(.) (0 (0 CD (.) CD L ::: Disc Bed It bonded to Elastomeric bearing pad ----1--3 11 x W II x L 11 1-'211x6 11 one or studs (tot 4l 3 II PLAN ct Bearing (t Brg Abut or Hinge 1-'2"x6" anchor --+-L studs Ctot 9) 3 II Elastomeric bearing pad (steel rein£orcedl bonded to Masonry IE. Masonry It \ 3 II w II Level t. sea MASONRY PLATE 1 11 = 1 / -Q II = N ..... = \ N .... = V 2 eq sp 3 II B II Level end diaphragm PLAN -SLIDING PLATE 1 11 = 1 1 -0 II DESIGN n P. Liu -.ocm B. Yach/R. Price = N ' 0 .... I = _.J (t Brg Abut or Hinge ffi 1 II ----------------------·------------------. ---·-----·--------. --- \ ---Dr i I I ho I es for 1., ◄"x 3.,411 stainless steel countersunk flathead cap screws (tot 16) ct Bearing = .... = N ' -N I") = N II ' 0 a. .... I (0 ~ O" N & CD \ LO = .... 3 eq sp 1 II O(ST COUNTY ROUTE POST HILES SHEET TOTAL TOTAL PROJECT NO, SHEETS 12 ORA 73 ... REOI TERE□ CIVIL ENGINEER OfESSt c:; PETER L LI Iii No. C 48409 -t< xp. 6/ 30/96 I-P-:AR--S-D_N_S_D_E_L_E_U_•_-~-•,-1-N_C....;.~\ CIVIL PLANS APPROVAL CATE Two Venture, Suite 550 OF c~ • 718 Bearing Bearing w L D 8 Location Type ( in l ( in l < in l < in l Abut 1 Type I 16 19 11 '-'2 28 Abut 8 Type I I 24 25 16 7.,8 28 Hinge Type I I I 18 21 1 2 3.,4 24 B II • 135 11 x 0 11 x2' -101.1211 po I Is ed t----------..---~---sta in I ess steel sheet 1 Leve end diaphragm PLAN POLISHED STAINLESS STEEL SHEET 1 "= 1 '-0 11 i.,411 Dia-20 11 x3/4 11 stainless steel Counte Flathe Screws rsunk ad Cop = ..... 1 II ---3 ....... 1------.. 0 Lt l--i-14 ~,Jin e&Ji'710,J 17'- MA¢ !JA"lt: ~1 f7'10N':, sy Rtv1•:11orJj 1 I -2 II @ 4 "=1 I -0 II 1 II 0 0 1 11 x6 "xO' -6 11 Pad "@ = w = 0 V i ..... l!I ~ N = .... PLAN 3 11 = 1'-0" ¾2 11 x 51-'211 sd recess for 0 0 0 0 PLAN-UPPER 3 "= 1 I -o II 7 II 0 0 Pl ~ff.. 1 "x1 a "x1 '-2 11 Elastomer 0,075" t'S 3'1&11 X 51-'2 11 /6 PTFE disc -------------1----~~ = = 5f SECTION D-D 7 II ~-le.1"x7"x0'-7 11 PLAN-LOWER Pl (0 (/) CD 3 11 = 1 I -0 II (2CM RELEASE: ELASTOMERIC TEST BEARING It 1 11 x1 O 11 x1 '-2 11 I 0 L G) -a: 0 --- -N N AU& 019 QmM$ii11Clut 3"= 1'-0" AS BUILT ■ No Charig11 Cl Changed as Marbd Aa-Bullt Date: Stainless steel sheet 0.135 11 x10 11 x1 '-2" bond to 1 11 plate ff.. 1 "x7 "xO' -7 11 --- SECTION E-E TEST BEARING 3 11 = 1 I -0 II tof' ,.f"' 3,16"x5 1-'211 Di a PTFE Disk bond to 1 " plate n -.ocm w. Zapfel/B. Yach ~ TRANSPORTATION l-----+-n--------+----------1 ~---CORRIDOR AGENCIES DETAILS T. Martorello GENE FOSTER BRIDGE NO, 55-734 POST HILE 23.82 MACARTHUR BOULEVARD OVERCROSSING ELASTOMERIC/PTFE BEARING DETAILS FII.E ID• P''•jn,413,pkg1,4131tfe1.aht PLOT DATE• 01-JUL-1994 15•14 PEN TABLE• 4131.oen OUANTtTtES J. Stept/T. Tan CHEOCED R.Winrow/L. Dickson ORIGINAL SCALE IN INCHES FOR REDUCE□ PLANS " 1 2 3 TCA CORRIDOR MANAOER cu 12-332 EA 102540 DISREGARD PRINTS BEARING EARLIER REVISION DATES -- NLY> 6/17/94 SHEET OF 27 43 <. B11ntS I ------------=--1-----------::t-!I------- ----- ------ = = --_:-::a,-__ ,_ ___ _ ::2-!fo-t---(. Cab/11 uni ts = :2-111---l L -53' -o'' ± ---(. Cabl11 units S•• other sh•ets fo,: quonity of restrainer cob/es ----- Vertical restroin•r TYPE A L = (. Hinge I :1 'It- (. Hinge ----------------------------------------------------------------------- ------------. it Gri/lag11 Recess as required when fillets are shown on plans Vertical restrainer-., . . • roiner concrete to be 'It-co height of girder. TYPE B . LONGITUDINAL HINGE RESTRAINER I I--(. -------- 16 Hinge 16] Q 12 6 Girder stirrups • • • --I.I c,·o· 15 lJtO 6 __ .....,_~ I c:, -- "----4" chamfer ci·o· 15 lJQ 6 (. Girder I (:) -- 16] Q 12--r- i--------------1 SECTION A-A ( ALTERNATIVE) 0IST. to..NTY ROJTE POST MILES SHEET TOTAL. TOT AL PROJECT NO. 9£ETS r ENG[NEER -C[V[L ... TER L. LI Pl.ANS APPROVAL. DATE 0 ll! Ne. C 4-8+ . ~/30/ CIVIL c,t,1..l Grillage l4xl '6" tl 4 horizon to/ 14 Q 4 v11rticol tot.4 Note: Slop• to match sloping •xterior girders. SEC·TION C-C /"cir. /rt Cap ......., or hinge (. Hinge--...t 3'0"min . I • I ~--16_J~ Q 6 --II lx2'0":J:----- Bind with metal straps or wire -• co 0 Qi N -• - Hinge s eat-• • I en --I • . . en -C - ANCHORING PROCEDURE AT ONE END Or RESTRAINER UNIT I. Snug each cable to remove slack from sys fem. • 2. Turn each nut one furn per 5-feef of resfroiner length. J. Back nut off o distance equal lo the maximum additional amount that the hinge joint is expected lo open as shown on the plans for joint movement rating. NOTES: / Restrainer units lo be o_n tangent alignment. 1--------=-===.::::;b====i~-~+t-:._-:._-_,-:_-• ....,.---1 Anchor nuts shall not be sttf until 30 days following t t f c:, ,::ompl•fion of presfressing for C[P prestressed bridges. /i .~~~=;::..~ :._ See othttr shettfs for location and number of longitudinal • '-and vert,cal hinge restrainers, and fabltt of joint opttnings. Contractor may install restrainers in horizontal arrangement with approval of fh• Engineer. The location shall be in fh• middle j depth of the structur•. An alternative is to plactt restrainers in two horizontal layers, equally localed above and below the mid structure depth. The .number of restrainers in each layer shall not differ by more than one. 16 [o 4 -I.I : - --1 .. ch am f • r END ANCHORAGE DETAILS AT HINGE OR CAP PART PLAN 4. Place thr11ad locking system prior to removing slack t ~~ from cabl• and add additiona.l~J:::1-~lE~==~~lrll(l)~-:l.=,=~=-=E==;:=:==:::=::=L...l_ 3/4 "fl} Cable I .. B ar-11 0 (Q fluid prior to backing off ~ of nut far temp11ratur11. Q N --• -~. RELEASED FOR CONSTRUCTION G.R.~kr., PROJECT ENGINEER DETAIL -BAR B STANDARD OAAWING P'ILI NO. 1)(52/129-532 1--0E_S_IG-N--'-·y_o~·~H'-. ~O....;e::;,9;.,;e:;.;n:;.;k:;.;o :;.;I b:........i...,-,c--:-m~p.::.o..:..t ...:.H.:..:iL.!.::!..1..--1 as.-~~=,:_::: 0111Aw1HG DETAILS •yw.F. Svoboda ococm Pot -~(!J_'&_ DATE su11111TTE0 IIY R. J. Ze Ii nsk i 2-4-92 CS 0!E1 2147A I~ !1189) l"¢x.o•to" stud fhr,ad,d 1nfir1 l,n ~-i" Swaged fitting and stud ---2"¢ .PVC pipe. 'Pro'vid• grout-tight expansion •ncltJsure, as op pro v•d by the Engineer, at hinge joint. A = ~"•lastomeric bearing pad CABLE ORIGINAL. SC:AL.E IN IHC:H£S P'OR RECUC:EO PLANS UNIT STATE a:" CALIFORNIA DEPARTMENT Of TRANSPORTkTION 0 2 3 AS BUILT □ Nc,Cla:.ga ■ ■ Changed as II ~ulHDate: led DIVISION OF STRUCTURES STRUCTURE DESIGN cu 12-.331- EA 102540 .c. .... Q. -t -~ " " '") l ._ e • V, Q. .... • -• " I.I 0 '-::, .... t !tl) 3'0" min. tails may b• used in ploco <>f '7 c---------"" -~ ~ ~ e, ________ -=.,..., \ \ \ \ ' \ \ ' .3"c.fr. __ .i..__, .. ·expanded polystyren11 ELEVATION SECTION QCM REl!'6S8 JUN 031911 VERTICAL RESTRAINER l!IAIOGE NO. ss -134 MACARTHUR BOULEVARD-OVERCROSSING POST MILE RESTRAINER UNIT -TYPE 2 DISREGARD ~RINTS BEARING EARLIER REVISION OATES --- .---~"x3" flathead cap screws with insert assemblies -.tot. 4 __ _l3" '(' Jg" ,.: --------- ~ .. r•cess in concrete ........_., , .. "i recessed s tee I plate barrier, bend to conform to face of concrete barrier, galvanize after fabricaton, --.... 4" min radius of seal Blackout in barr.ier to accept joint seal assembly and anchorage Z" min F'or spacing, see high side ~,. x/2" wide backing plate on bolted side only. ~,. gap on non bolted sid~) t 6" I .. ~ cir under _plates • id~ l!1 6, tot. 3 each side of joint 9" ----------------------, 1 ·-~ .. . HIGH SID£ OF' D£CK SEAL 2'-6" Joint sea, assembly thickness 8" min "'---t---rr---+-----_-_-_--_-_-_--_-_-_--..,--i~ • -I :I ~-------~-Jc.---->Joint seal assembly edge beam. Anchorage not shown. INSTALLATION 3/4 .. = /0-0" I I,. M . 4 at a:,omum r·emp era ture LOW SIDE Or DECK 15x8'-0" tot. 4 bridge side of joint l.3xl '-0" tot. 4 each side of j~int • II ' 14 _J -·------------· ----~---------• I I I I I I I • I I I I I I I I I I I I I I I I I ' I I I I I I I I ' I ' ,. _________ ---· ----' ,, ' , ' , ----,,· ·------------------------- ►------------------------------- . ----------------,-~---------• I ' I I • I I I \ I I • I I I I ---------------~ I ', I ' I ' I ,, -------------------------· . ------------------------------ O[ST. COl.NTY ROJTE REG[S PUNS APPROVAL. DA TE .CCJ\CFET£ ErARRIER POST M[LES 9-EET TOT AL TOT Al. PRO.E:CT ' NO. '51-£ETS • Ql'ESS1 CIVIL '-!! PETER L.. LI f Nt, C 48-+o (;,/7,0/'f, ·------[VIL AS BUILT Q NuChMIIII ■ Changed a Ell tad Aa-Bullt Date: ---Fl 6E' fY' CEO< PLAN -DECK JOINT Joint Seal Assembly Blackout "x" 14 ·- Optional Construction Joint Location ------}---.-) (PER FM #z-354) ADDEO !?El!VFORCIIVG (i?E//ISEO FM# 2-423) (SEE OET-4/L SIIT. cl A) Construction --~ --15 Joint@ 5-Z ,. ·" 14~ Q 12 Con ere te Barri er l'-0 .. End of Concrete Barrier 14c:::=::/----.-14\..__ z 2·-6" 1 --r11-~" Steel plate barrier Reinf. shown is in addition to slab reinf. Qir•ction , of Traffic I I I I I I I I I I -----{ ~-------- ' I I I I I I I I I I I I I I I I r---Limits of ~,. Recess 1---1~-+---;---+---Edge Beam for Joint Seal Assembly not shown ELEVATION A-A MO/IE TOBACK OFBLOCKOUT j_ C -u 81..XK!JuT . RELEASED FOR CONSTRUCTION DETAIL 1D 8.1<..:t>~ ti, )9lf- PROJECT ENGINEER OATE ;·~•'-----"""'.""'-r---r:::--.....;:5:..T:..:A:..:.:N:..:.:D:::.;A:.;;;R;.;::::□=O.;.:R.;.:A~W.:.I N:..:.:;G_-r:==:-==~~-----1 t--lL_I_No_._X5 __ 12_-_78--lr-D-E_S_IG_N-l--■T.....::0a..;.i.;:;;Ck;.;...::B""o'-r-la.::oa.a::•---11-0C~O<-ID------I ~~-·:~ OIIAWtNG DETAILS 8" Jonie O,lubno OCO<m ~~ DATE 4/93 t-__ ...._ _______ ,__ ______ -1 an1a, ._...,, SUIIIIITTED 11'1' 05 0!11 2147A (CM:0 !Val) SECTION B-B (PER FM NO 2-30$) AD0#4@ 4-"0C 1 3 . "-f (o - 0RIGINAL SCALE IN INCHES P-CR R£0UCE:D Pl.ANS a DECK OVERHANG AT HINGE STATE Of' CALIFORNIA DEPARTMENT Of TRANSPOOTA-TION 2 DIVISION or STRUCTURES STRUCTURE DESIGN cu 12-332 EA Io l.540 MIOCI£ NO. 55-7::s,4 POST 11n.E 2'-6" • _ See "Detail ----. SECTION C-C ,J .. -l'-0" ,,. D" JOINT Il'FCHAA TIO\I "O" OI~ICl'S . . loCM),ENT Lcx:ATlCJ-1 AATIN3 9<EW WINTER 9PI.ER 9"Rll'G & (M~R. ) F"-1. . . HTNi..P SI " S,.~7"u.· Z'' I" I Yi.' . - . NOT£S: I) For d•tc,lls not shown, s•• Bridg• Plans. 2) DetQ:l.s: Sho""n ·are for ~ot1-sk11w c11ndi{:oris. AJju~llfltnf5 sh"// be m~rle -to ~ca,1110 ~at~ s.ke..i. MACARTHUR eoULEV ARD ·oVERCROSSiNG. ____ !__"'~-. _,._ ---------·---·-~~--=--~-.. Hlf\G JOINT SEAL CETAILS ~VE~NT RAT I f\6 U EATER THAN 4" DISAEGARO l"RINTS HARING l,.,!LIIR REVISION DATES --- 1 II M = U) I ~---Lock bar .... LOCK BAR SCALE: 6 11 = 1'-0'' 1.,2" X 1,2" X 1 II Fu I I penetration butt we Id----- = N r 2 fl FRAME --=1----L 2 1-'2X 2 X 1-',iX 2 1 -8 11 II.----I., 4 ft 1,4 R. Blank bolt ~---l.,2" Ill x 1 2 ", tot. 1 O C typ > 2 II SCALE: 1"=1'-0" 3,8" bent threaded rod with 1 hex nut & 1 11411 0,0. washer. Tackweld nut to rod. Bar 2 1"4 X l.,2 X 1 1 -4 1,2" 1" O,D, spring :ttl3 w & M gage sta,nTess ➔~M::;-:Q steel, 2'' free length. Spring constant of 24 lbs/ in, Spring to have flat ground ends, __ Bar 1 '"2 x 1, .. x o' -1 I/ II 2 With 13116 11 = .... Blank bolt 112"11! X 1 2 II L 2 1 ✓2X 2 x 1 ✓4X 2'-8" u =~ ~ .l f ~-]J/f=#=lffi'l=lli!:~:--Bar 3,4" x 311s x 1 '-33,.411 :-~;;; -J[l~!,,,' GRATE SCALE: 1" • 1'-0" Sleeve inside diameter no greater than pipe outside diameter + 11 16 11 6 II 211 • min. I Apply adhesive sealant on pipe periphery- 01ST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 ORA 73 OfESS/ -OMAS 2. T r., -----,-., tit No. C 47899 "" PLANS APPROVAL DATE ~ p. 12131/ 1---------------"\.\ CIVIL PARSONS DE LEUWJ INC. Two VPnture, Sui ta 550 or c~ Irvine, California 92718 AS BUILT • NoChangee 0 ChangeduMarbd Aa-Bullt Date: ___ _ NOTES: 1. Al I pipes to be 6 11 die. x 0,135 11 welded steel pipe. 2. Fittings & bends sha I I have a min. wa I I thickness of 1,8". 3. All Joints or connectors to be butt welded or connected by a steel pipe sleeve & to be smooth throughout inside of pipe except as noted, 4. Al I bends to be on a 1'-6 11 min. radius measured along~ pipe. 5, Al I bends to be smooth, 6, Galvanize deck drain asserroly after fabrication. 7, Al I pipes to be on a minirrum of 2o/. slope. 8. 9. 10. For detai Is not shown, see "Deck Drain Type D-2 Modified" sheet. For Deck Drainage Layout see ''Structure Plan'' and "Girder Layout" sheets. 2 Grates are required for each deck drain, I ., 8 See 'Lock Bar' detai I-· to seal joint. Secu~e each end of sleeve to pipe with 3 -#10-24 x ,,,2 • self tapping hex head screws. Barrier Double Grate 1,,4 [P.-- D ET AIL Q SCALE: 6 11 = 1 ' -0" 1 '' Cir. to face of -barrrier from frame 9 II SLEEVE CONNECTION 0. ,.., +- SCALE: 3" • 1'-0" Top of deck /Slope 1 , _0 " /rop of .. , deck: = to .,---SI ope to drain------.,~ .. , ".... 6 11 lZ1 x 2 ' -0 " st ee I p i pe N Doub I e D-2 Mo_d_i_f_i_e_d_I_n_l_e~t ~ See Detai I T-~ ------------ --------------------- Bottom of overhang Drain flush with overhang II II Seal by caulking ( typ) ELEVATION OF DECK DRAIN LOCATION RELEASED FOR CONSTRUCTION 5.R.h-'4, PROJECT ENGINEER CAL TR/INS DESION n SICIN OFF DATE •>t 7r q¢ FILE ID p•,ojh,413,pkg1,4131bdd1 aht l,/1/~~ DATE PLOT DATE· 27-MAY-1994 oe·so PEN TABLE:• 4131 pen NO SCALE I,K B DOUBLE D-2 MODIFIED DETAIL T NO SCALE DESIGN CHECK£D T Tan R. Price CHECKED ~ R. Peng W. Zapfel/ R. Price 1-~--t-::~--j DETAILS TRANSPORTATION CORRIDOR AGENCIES IIY CHEC1CED OUANTJTIES J Slepl/T. Tan R Winrow/ L Dickson ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 2 3 GENE FOSTER TCA CORRIDOR MANAGER cu 12-332 EA 102540 U) Q) L 0 > L \ ,-, ~, \ I \ I I I I I 1 1 -4 II SECTION U-U NO SCALE See QCM RELEASE SEP 208 FOR CONSTRUCTION BRIDGE NO, 55-734 MACARTHUR BOULEY ARD OVERCROSSING POST MILE 23.82 DISREGARD PRINTS BEARING EARLIER REVISION OATES -- DECK DR~NAGE DET~LS SHEET OF 43 I I I I I I I I I I I I I I I I I I I I I I I 0 0 Par a I I e I to rail or curb ¼Bent II!. x 2'-0" Steel pipe NO SKEW ,_--Face of barrier towai-d 9" \ s -IN • C ..!11\1 -·-:::,; N I 0 Match slope 0' soffit I '-4~" SKEW TO 20° PLAN-DECK DRAIN ASSEMBLY . a. >,. - Top of deck Seal by caulking 6"¢ X 2 • -0" Steal pipe ( I y p) I '-0" I - I -IN 4.. Bent Bent skew Min. SKEW OVER 20° Top of deck I '-0" I '-0" I '-0" n-FTop of deck I~ , 11 .;-5:I~ SECTION C-C Slope deck toward drain Match slope of soffil \ f4~Tol 3 AS BUILT ■ NoCtmngN a Changed ea Mlrlad Aa-Bullt Data: rSI ope deck ~ toward drain ' 01ST. COl;NTY ROJTE POST MILES 51-'EET TOTAL TOT AL PROJECT hO. 9-EETS • ESS! REGIST REC ENGINEER -CIVIL isJ!B. L, Liu 11 . C 404,00 5l ,. 6 l'!.0l9 PLANS APPROVAL DATE Apply adhesive sealant on pipe to seal joint. Secure ea1h end Io p i p e w i th 3-f I 0-24 x 2" s e I f periphery of sleeve tapping hex head screws. 6" Sleeve inside diameter I I 2" no gaoler than pipe M . ou I s i de d i ame I er + -ls"· In. DRAIN FLUSH WITH OVERHANG DRAIN WITH HAUNCHED OVERHANG SLEEVE CONNECTION I '-4" ', il -\_Detail A (typ) ¼ ft .I ..!...,. tn I ~ Q. tn >,. I- " -B ar I I 2 X i X -0 - • • .. • ELEVATION-DECK DRAIN LOCATIONS -I' 3f" • 2% I.I;,, __ -' ... -. -U) ,.. , I -" - >-Bar¾xTox l'-3f r \ '.i:..1;7-,----,, '---- \ \ .. --- \ \ \ '--- go• -----Station shown on I General Plan if drain location is other than l bent SECTION A-A SECTION B-B I " - • • • • • .. • ""' Bai-2¼ x ~ x I '-4~" I" OD Spring 113 W&M gage slainless steal, 2" free length. Spring constant of 24 lbs/in. Spring to have flat ground ands. DECK DRAIN ASSEMBLY DETAIL a" benl lhi-taded rod with I hex nut and It" OD washer. Tackweld nut lo rad. Bar I~ x i x I ' -3f" I Blank boll ~"¢ X 12" 1'-4" BI ank bo I I ~"¢ x tot 6 _(typical) 12", DETAIL A • 1.0 • C ::::I! s 0 I • l.-_ .. I I I I I I' -6" ·1 ,, __ .J ~ I I VIEW 0-0 SECTION E-E I - Fut I penetration butt weld OESIGN 9Y H OET AILS •• QUANTITIES 5. 0. Wiman G. C. Williford n . -.. 0 ,.. T "-YP,-V • ~ - VERTICAL \ HORIZONTAL !UL Typ Lock bar ~ x ~ x I" GRATE DRAIN PIPE ALIGNMENT • LOCK BAR I • Attach to inside face of bent ~--'ll.--,;'--r-wa111 with~ .. x 12" straps with 2-2" metal expansion anchors ~I0'-0" maximum centers Be I I recess Gutter grade ------- t-,--Place pipe as naai-l I _ of column as possible--~ I 5":f ----'I Finish Grade ..--Sidewalk or island t \ L 2~ x2ir¼ x 1'-4" 6" Plastic f Typical AT COLUMN TYPE BENT ABOVE GROUND I 2" -~ • I I f y p. Bt" FRAME OflCKlt0 M. lewis OCCJCl0 M. lewis ORIGINAL SCALE IN INCHES ~OR REDUCED PLANS 0 AT WALL TYPE BENT AT COLUMN TYPE BENT UNDER CURB STATE OF CALIFORNIA DEPARTMENT Of TRANSPORTATION 2 NOTES: DRAIN OUTLET All pipe to be 6"~ x 0.135" welded steel pipe except as noted and galvanized if 1not encased in concrete. Fittings and bends shall have a minimum wall thickness of g~ Al I joints or connections to be butt welded or connected by a steel pipe sleeve and to be smooth throughout inside of pipe except as noted. All bends to be on l'-6" min. radius measured along l pipe. All bends to be smooth. Pipes not encased in concrete to be supported by sultable_galvanized hangers QI0'-0" maximum spacing throughout. Galvanize deck drain assembly after fabrication. QCM RELEASE) JUN 038 -~ CON.',TRlJCTJOt( DIVISION or STRUCTURES IIRIOOE NO. 5'5-134 MACARTHUR BOULEVARD OVERCROSSING STRUCTURE DESIGN cu 12 -3"32 EA 102540 POST MILE 23. 82 DECK DRAIN TYPE 0-2 MODIFIED OISREGARO PRINTS IIEARINO EARLIER REVISION OATES -- i I I I . . . . . . . • BB/EB Joint asserrbly b I ockout --- 2 I -6 II :i:t4 [A@6 = = End of wi ngwo I I Edge of deck ..-_._ ______________ __:::,,.,,_ ,-------.------1"--'---+----I = o=------------------ 1 L.----------, I = t.O I -'---1 I J I I I I I r----------End of Retaining WO I I w i ngwa I I = Front face of barrier /' min = 0 I ' er, I"') = 0 I ' er, I"') = ' V = er, I ' ..- * = 0 • Q. I >, ' +-n_ -----I -------------, I I I I I I I I I I I I I I I I I I I I I I I I ---~ __________ ., = W i ngwa I I I ayoutlf' I i ne, typ , r-- I I I I I I I Front face of barrier- Bridge deck I I I 1 I I I J I L------ --EB L---Longitudinal const joint (see Note 1 l -=dY<t Bridge 1------------ PLAN = t.O I r- I 1 I ------------1 ----------- Edge of deck~ ----Wingwol I layout I i ne C typ. l NO SCALE = 0 I = 0 I = Pay I imits for Structural Concrete Approach Slab 1 ' -0 "min 1 1 -0 II ;1.5 tot 4 :i:t4r-@ 12 L 0 :l:l8 @ 6 = N = • • • 0 I • ' ..-Fi I ter 6 II 1 : 1 fabric ;1.5 @ 12 :1:16 @ • • . (Il L a.. -I-0 = = t.O N 1 2 :i:t4 • @ 18 n: Transverse contact joint For drainage details, see ''Structure Approach Drainage Detai Is" sheet. :i:t4 bar chairs @ 3' -0 "+ Barrier re inf. --::::::::--it-\ ffi cont tot 4 ------..:::~:::::ff==:~~ :i:t4 cont tot 2 Match girder overhang = 1 x 12 Treated tirrber----Y Place outside wingwal I only where ground I ine is above top of wingwol I Do not attach rigidly to wingwa I I Wingwol I layout line DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO, SHEETS 12 ORA 73 orEss, ETER L. LIU f"I '"" . C 48409 "' PLANS APPROVAL DATE ?• 6/30/96 PARSONS DE LEUW, INC. Two Venture, Suite 550 Irvine, Col ifornio 92718 AS BUILT ■ NoCl&1g11 0 Chlngld ll'l Qiu lad Id Bulltoate: BAR CHAIR DETAIL NO SCALE Concrete barrier Type 25 Modified t:l6x10'-0@6 :i:t4 cont tot 4 • 2 II x 7' -0" @ 6 Structure approach slab = 0 I ..- Treated Permeable Bose CTPBl Rerrove al I forming material above wingwal I before placing backfi I I. Geocomposite drain Abutment Backwal 1-tf-__ , '"411 X 3" expansion j o i nt f i I I er transversely and 4'-6''+ longitudinally, see ''BAR CHAIR DETAIL'' sheet. see "Structure Approach Drainage Detai ls 11 sheet. RELEASED FOR CONSTRUCTION $:R. )>.-!'b,., t), /q'f- PROJECT ENGINEER OATE CN.T-8 ~llrM~p;T t- SIIJN OFF DATE 7 t:!J 1--- FILE ID• p ,sJh\413\pkg1\4131baa1 aht PLOT DATE• 26-MAY-1994 16 29 PEN TABLE· +131 pen Geocorrposite drain see "Structure Approach Drainage Detai Is" sheet. SECTION B-B r---For drainage deta i Is, see "Structure Approach Ora i nage Deto i Is" sheet. NOTES: NO SCALE SECTION A-A NO SCALE DESIGN BY P. Liu DETAILS BY R. Peng QUANTITIES BY J. Stept/T. Ton Cl-£CKiD R. Price 1 . 2. 3. Longitudinal Construction Joints. when permitted by the engineer, shal I be located on lane I 1nes. For detoi Is not shown, see "ABUTMENT DETAILS" sheet. At the contractor's option, approach slab transverse reinforcement may be placed para I lei to paving notch. Spacing of transverse reinforcement is measured along center I ine of roadway. QCM REl£AS£ JUN 03 S91, FOR CONSTRUCTIO"{ 0£CXED W. Zopfel/ Q£CKED , R. Price ~ TRANSPORTATION --.---CORRIDOR AGENCIES GENE FOSTER TCA CORRIDOR MANAGER BRIDGE NO, 55-734 POST MILE 23.82 MACARTHUR BOULEVARD OVERCROSSING STRUCTURE APPROACH N(30S) MODIFIED R. W1nrow/L. Dickson ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 2 3 cu 12-332 EA 102540 DISREGARD PRINTS BEARING EARLIER REVISION OATES-~ SHEET 32 OF 43 Backfill abutment to grading plane prior to placing slope paving-~ s'o~ ~eo (0 oCf e For ditch dimensions see "Rood Plans" ,_____..3 A' co 12 ~- WITH DITCH ~ Top of rolled edge-~ WINGWALL ELEVATION 0 I Formed edge Match roadway side slope -----... Top of rolled •3 tot 4 12"+ 12"+ 2'-0" , , v',, Slope rounding 1'-0" ___,, I'-- ----------2'-0" 1,_0,, g" 311 r Top of rolled __ ..;..._;:;_ ____ _,~ edge R-12" Edge finish Edge of deck • 2'-0" AS BUILT ■ NoCllangea □ Changed u Marked Al•Bullt Date: - DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO, SHEETS 12 ORA 73 REGIST RED CIVIL ENGINEER PLANS APPROVAL DATE PARSONS DE LEUW, INC. Iwo_~aoiuca4_Sul±a_55Q lc~loa4_Call£ocolc_~2z1a_ !$;! No. C 4840 6/30/ ·---CIVI or c L-i---R-6" -v Face of abutment <1)6x6-W1.4xW1.4 welded wire fabric SECTION A-A -0 ,..... Formed edge <1) Wire fabric updated to current designation. 2" expanded polystyrene •3 IQ 18 max .---·-------- iP-------0 I ;.---Outside face of W.W. Formed edge * This dimension becomes zero when edge of deck Is at outside face of W.W. 1 Ft thick cut-off wall at end of W.W. SECTION B-B ' ( I \ ( ) ! \ I ~ w'r TH OUT FOOT I NG WITH FOOTING WINGWALL DETAIL NTS Abut Approach slob ., ~ Roodwoy Errbonkment or / Original Ground (Typl -0" ( Typ I ABUTMENT DETAIL Structure Bockfi I I Se I ect Bocl(f i I I I NTS MODIFIED LIMITS OF STRUCTURE EXCAVATION & 8ACKFI 1LL _____ ' ' For Deto r r s Not snown see ~ ---------- •3 Cont ---------------------------------=----------3/. II -~ 0 0 20'+ II /I (typ) I ffi======ffa==r===f/======t/======;;,c!=4'1 I I I I I I I I ' I I I I I I I I I NOTE: For actual limits of slope paving on this project see sketch below. Stiff broom finish. Grooves and broom marks to be parallel to slope. -,.. --/ --•• • -½" PREFORMED GROOVE BB Bridge Abut 1 Abut 8 TYPICAL SECTION -CONCRETE PAVING PICTORIAL VIEW OF TYPICAL INSTALLATION ~ Indicates limits of pavement ~ for concrete slope paving RELEASED FOR CONSTRUCTION 8.R. :b»~ PROJECT ENGINEER FILE 'IJ• p•,s,ih,413,pkg1,4131bpv1 sht F'' •• "T CA1 c. 26-MAY-1994 16•44 PEN TABLE· 4131.pen & 12/12/94 Added Backfill Limits Decal MARK DATE DESCRIPTION REVISIONS DESIGN 8T p L' . IU CHECXED R. Price BY ~ TRANSPORTATION DETAILS R. Peng CHECKED W. Zapfel/R. Price 1------+---------+-----------1 ___,......,,--CORRIDOR AGENCIES QUANTITIES •• J. Stept/T. Tan CHECKED L. Dickson ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 1 2 3 sjm BY GENE FOSTER TCA CORRIDOR MANAGER cu 12-332 EA 102540 LIMITS OF SLOPE PAVING & DRAINAGE LAYOUT QCM lrf:LEJ\St _ fE&0-98 FOR CONSTRUCTIO,t BRIDGE NO, 55-734 MACARTHUR BOULEVARD OVERCROSSING POST MILE 23 82 DISREGARD PRINTS BEARING EARLIER REVISION DATES -- SLOPE PAVING -FULL SLOPE AGE ONLY) SHEET 33 OF 43 / Type B Outlete9,-~ ~-Toe of s I ope W i ngwa I I E Q) 3 11 Plastic pipe + ti} (slotted) >, l-Cap end J II) Q) 0, 0 Structure C ·-approach 1 I -0 II 0 Slob~ L " 4-Geocorrposite 0 II) drain + er-1 ·-E ·-E See "Abutment >, 0 Ora i nage Oeta i I " a.. Retaining Wal I I I Toe of Slope ~ I ' ' ~ --- Structure approach slab Drainage pad Geocomposite Drain End of Approach Slab-- Limits of Geocorrposite Drain Structure approach slab Geocorrposite Drain See "Abutment DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT ND, SHEETS 12 ORA 73 iOFESS/ REGIS ERE □ CIVIL ENGINEER -PETER L. LIU <!I i"\ ::/ii No, C 48409 '° PLANS APPROVAL □ATE PARSONS DE LEUW1 INC. Iwo_~ao±u~a~_Sul±a_ssa l~~loa~_ca11£0~01a_~211a_ p. 6/30/9 CIVIL or c~\. \ AS BUILT • NuCIW►JII Cl CIWIIIQld • Ulrll II Ae BulH Date: Ora i nage Oeta i I " TYPICAL PLAN SECTION F-F SECTION G-G =1=16 x 4' tot 2 Wal I reinforcing-L-T NO SCALE r--------- 2 -0 II __ -;,r-Bend reinforcing to avoid pipes ::: 0 I ' N ~ Opt i ona I canst. j a int Top of footing ::: 0 I .... TPB 1-------+-----1-----1--~-----'-..,c_---l Drainage pad (minor concrete)-~ ---3 11 plastic pipe (slotted) RELEASED FOR CONSTRUCTION SECTION H-H .tf'. ~J>»Kt, !,)1 /q't- PROJECT ENGINEER DATE NO SCALE DESIGN NO SCALE Geocomposite Drain Geocorrposite Drain = ----Filter fabric 0 I 3" Plastic Pipe Cslottedl 4 II ~~---3'' Plastic pipe 1'-0 11 (slotted) WITHOUT FOOTING Note: TPB denotes Treated Permeable Base ABUTMENT DRAINAGE DETAIL NO SCALE BY DECkED . NO SCALE F i I ter fabric 3" Plastic Pipe (slotted) 3" Plastic Pipe Cunslotted) NOTE: Bends and junctions in 3" plastic pipe are 30" radius min. Geocomposite Drain Optional canst. joint-~ Finished grade 4 II 1 I -0 II WITH FOOTING ---Top of abutment footing 3" Plastic Pipe (unslottedl -------1' Top of footing Edge of footing --J) SECTION E-E NO SCALE Outlets, see Road Plans QCM RELEAs( JUN O 3119,\ •·OR CONST~UCTIO,f BY CHECKED ~ TRANSPORTATION 1-□-E_TA_I_L_s_+--__ R_. _Pe_n_g ____ -+-__ w_._Z_ap;_f_e_ll_R_. P_r_ic_e-t ~-•c..:;1---CORRIDOR AGENCIES P. Liu R. Price OENE FOSTER BRIDGE NO, 55-734 MACARTHUR BOULEVARD OVERCROSSING llDN o,, CATI: QUANTITIES BY J. Stept/T. Tan CHECKED L. Dickson ORIGINAL SCALE IN INCHES FOR REDUCED PLANS e I 2 FILE ID, p•,sjh,41.3,pkg1,41.31bdd2.sht PLOT DATE· 26-MA'l'-1994 15,5.3 PEN TABLE· 41.31.pen 3 TCA CORRIDOR MANAOER cu 12-332 EA 102540 POST MILE 23.82 STRUCTURE APPROACH DR~NAGE DET~LS DISREGARD PRINTS BEARING EARLIER REVISION DATES-• SHEET OF 34 43 ---j• Jt:J'" floth•od t:op •crew• with ins•rt o•••mbll•• -tot. 4 .3 .. =-----"------------...Jo,,--l ----------------- I '•.3., HIGH SIDE OF CECK l" r•c••••d •t••I plat• barri•r, b•nd to conform to foe• of concrete barrier, golvoniz• after fobrict1ton. --- Slockout In barrier to occ•p t Joint ••al o•••mbly ond onchorog• j" cir und•r plot•• Joint ••al oss•mbly thickn••• . .. ------J.----.-_-_--_-_-_-_--_-_-_-_--_-.,--, ~. -I :I LOW SIC£ CF C£CJ< SEAL INSTALLATION ror spacing, s•• n,gn side ~" 1tl2" wid• backing plate on bolf•d std• only. {{ .. gap on non bolted side) • I~~ fJ 6, tot. 3 each •id• of Joint ., ------------·-. ,. ________ _ I I I I I I I I I I I I I I I I I I I I I \ I l I I I I I I I I I I ---------------4 I ' l ', I ' l ,, -------------------------· ------------------------------- PLAN -DECK JOINT 3/4" = l'-0'" 01ST. COLNTY AWTE AEGISll,EAEO ENGINEER -CIVIL ; f'ETER L LI J; '! 11a. C +6404 !G . c,;:,o/ C(VIL PLANS APPROVAL. DATE CM,.\ AS BUILT 0 No Cher,QII ■ Changed a Marbd Al-Built Date: t1on ns t int tion l5xB'-0,. tot. 4 bridg• •id• of joint l'-6'" 14,c::=. ~ 14 :::..J Concr•t• ---b orrl•r 2'-5" I '-0" ~" of mo1timum t temp•roture .... ~--ti'-End of eoncrete -II barrier --~11!-~" •tee/ plot• borrl•r i--.. --~i+---i.~, ----,;;.-------1 ! I Dir•ctlen 0 f trolllc t -:: i ..... ... I Al i ·1 I I -----~ •------------------- ' I I I I I I I I I I I I I I I I l -i ELEVATION 3/4" = l'-0" A-A JOINT IN='CR4ATIGJ "O" Olte,SICN:i ~ LCCATIC>, AATIN3 9<EW WINTER (M.A. I STANOARO DRAWING SPAIN3 & P'M.L l.3xl '-0" tot. 4 eoch side of Joint Reinf. •hown is in add1t1on to •lob rein f. MARK DATE SECTION B-B 3/4" = l'-0" DESCRIPTION BY Cll'D REVISIONS OIIIGINAL. SCAL.E IN INCHES P'OA REOlJCED PL.ANS --,J-..-14\__ •_5 .. Optional I 2'-6'" I r*4 paving notcn--'"••--------< .. .ij fJo,nt seal --~ assembly blockout 0 Var, e s--.L --Bend when ,n conflict with support boxes Construct,on Joint : I\J I • 15 t" 12 14 I} 18 Bock wol I I ---16 t!1 12 min DECK OVERHANG AT ABUTMENT NOT£: Abutment not shown DETAIL £ /\OT£5: /) For d•fails not snown, s•• Sridg• Plans. 2) xis greaf•r than or •qua/ toy ?, ) Del:<>.ils shown iare -for non-skew c11nd;1;;0 r1s Adj1,1sim.i"t~ s~.,,1/ be mo.Je. QCM R'.J £A:;c f f>Cc r,10J111t e W, 3/4" = l'-0" Backwall w/o Approach Stab MA:f 2 8 193) r'JH CC:1/ST RL G l iOi'-t MACARTHUR BOULEVARD OVERCROSSING STATE Of' CALIFORNIA DEPARTMENT Of TRANSPORTATION 2 DIVISION Of STRUCTURES STRUCTURE DESIGN CU I l.-332.. EA fol.540 MIDG€ NO. 55·134- POST IID.E A8JT~NT JOINT SEAL CETAILS ~VEtvENT RAT 11\[3 GI EA TEA THAN 4 '' Uti I ity Future ut i I l ty 24 -4"¢ Pacific Bel I duct bank 24" Water I i ne Opening size @ Diaphragm 2' -6 "H X 2' -6 "W 1 '-8 11 H X 3' -0 "W Casing pipe size under approach slab Support spacing 1 o' Max Thrust Block Thrust Block Area, Sq ft Area, Sq ft 45° Elbow 90° Elbow 25 40 Pipe Clamp Anchor Bolt 1"9lX8" 4 -10d Galv nai I, typ Dirt Stop------ 2" redwood planks with opening, cut to fit supply line. • • 1 • • • • .. ,. • • • .,. • • • • I • • • • • DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO, SHEETS 12 ORA 73 CIVIL ENGINEER PLANS APPROVAL DATE PARSONS DE 1-EUWJ INC, Two Venture, Suite 550 Irvine, Colifornio 92718 ETER L. LIU C 48409 p, 6/30/96 DIRT STOP DETAIL AS BUILT IF OtJJVELLS JV/Lt. tV<JTBE tlSEO TtJAtVCIIOR tJO#/V Pipe Protection Shield-half circle. :StQ~n1 .. ess.stee+ 20 gog:q Epoxy to pipe USE 1/"8 "TIIK. NEOPRENE SIIEETING ( PER R'FO:;.; AIAC -93) Supp I y I i ne Galvanized pipe clamp COIVC. SAIJOt.ES Epoxy adhes i ve-----:---i:;~.J,..!1_'~0'.._11 USE~-\ .✓ .----- 2x2 W20xW20 Wire fabric r----..3-+-""---------t / FRONT VIEW ----Bridge Soffit--- ,;:_(PERF-fl #0. 2-141) stee I ~..... 5 11 ryp 1 1 Ga I van i zed stee I anchor with 6 11 embedment ____.- 2" cir SECTION VIEW CA.ST-1/o.l·PLACE CO#CRETE SAOOt:.ES CONCRETE PIPE SUPPORT DETAIL I# L!Et/ OFT#E PRECASTSAf?Ot.ES S?ECll7E/J FOR .T/IE #JITE.R Li#ElllROtlG/1 T1tE BRI06E. Concrete thrust block Dirt Stop .--f:t4 Tie Rod No Scale Approach slab Abut back wa I I 1 1 -0 II 1 / -6 II Supply Line See Note 1 No Scale bolt 1" Air Release Valve Assembly-~ at High Point See ''Typical Concrete Pipe Support Spacing Detai I 11 See ''Typical Concrete Pipe Support Spacing Detai I'' Bridge Soffit tlNoChlnQN • Changed ......... AI-Bultt Date: Opening sha I I be pipe be I I di ometer p I us 4 11 1 I -6 II M Supply Line PIPE INSTALLATION AT BENT CAP Casing Pipe. Extend pipe 5 ft beyond approach slab or wingwal I whichever is greater. Casing insulator at 7 ft max spacing.---~ First and lost insulator shal I be within 1 ft from edge of casing. ---Seismic Expansion Jt, typ ---4'' min cir to concrete slob 6'' cir al I around pipe PIPE INSTALLATION AT SEAT TYPE ABUTMENT No Scale I -6 II 1 0' -0 " max i ITT.Jm 1 1 -6 II Notes: No Scale 1 I -0 II Bridge soffit 1 / -6 II 1. Supply Line shal I be installed para I lei to bridge soffit, 2. Pipe shal I be tightly clarrped at the two Opening sha I I be pipe be I I diameter p I us 4 11 4" clear al I around pipe ----concrete Pipe Support Supp I y I i ne . pipe supports nearest the center of each frame. Al I other supports, the pipe clorrp shal I be shimned with stee I washer p I ates to provide I;/ c I earonce between pipe and clorrp, TYPICAL CONCRETE PIPE SUPPORT SPACING DETAIL 3. For continuation of supply I ine at both ends, see Rood Plans. No Scale CAI.T 0£91 ON OVEAh /. 91011 CFF DATE '>,~7 L 14 FILE ID, p-\ojh\413\pk91\4131bmd oht PLOT DATE: 26-MAY-1994 17,07 PEN TABLE 4131 pen DESIGN ..,P.Liu 0£CICED W.C Kao .., R. Aguilar 0£CICED DETAILS W.C. Kao .., Cl<ECICED ~ TRANSPORTATION 1------4----------+--------1 ~ ... ~_.. CORRIDOR AGENCIES QUANTITIES J. Stept/T. Tan W.C Kao ORIGINAL SCALE IN INCHES FOR REOUCED PLANS 0 I 2 3 GENE FOSTER TCA CORRIOOR MANAGER cu 12-332 EA 102540 PIPE INSTALLATION AT HINGE No Scale QCM RELEASE JUNO 3199,\ ~OR r,ONSTRUCTIOI'( BRIDGE NO, 55-734 MACARTHUR BOULEVARD OVERCROSSING POST MILE 23.82 DISREGARD PRINTS BEARING EARLIER REVISION DATES-• MISCELLANEOUS DETAILS No. 1 SHEET OF 36 43 steel Abut 1 Gasket 8) 5.,9" Threaded rod 5.,e" Carri age bo I t Sleeve body thickness and length 0.238'' x 16'' 4 I -0 II 1 f -6 II OIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 ORA 73 i/4 REGIS ERE □ CIVIL ENGINEER tt&x7' -0" tot 2 -+----~ Bridge soffit I 4'-o" I Formed opening in soffit ETER L LIU <.> l:I;/ No. C 48409 EXPANSION COUPLING DETAIL No Scale Notes: Al I hardware to be galvanized. For "o" di mens I on, see "Abutment Joint Seal Detai Is" <Movement Rating greater than 4"l ~l Brg Abut , ~ Expansion Coup I ing, ,5'-0"! 5'-0" /see detail this sheet .~ •1· ·v I , Dro in pipe : : =z--1~-,-_-_-+-:.::..;:-~/ Pi pa Hanger ''-see Road Plan~::b.'J:i:zj===::C::]::::::'.~ Each end L 4XJx1/4 = tt6 X 4' -o " tot 2 Each corner---+-~ SOFFIT ACCESS OPENING Ut i Ii ty opening-~ r----- 24 -4"¢ Pacific Bel I duct bank Galvanized steel anchor bo It with 6" embedment ~. 1 I Galvanized steel clamp _____ .,, I 6 II 2x2x12 go9e wire fabric r-tt--2" cir Top of approach slab or roadway '7 ,_ --------- SECTION A A j .. 6 f -0 II ..j OUTSIDE ELEVATION 6'-0" Transition ------, I PLAN Note: For detai Is not shown, see~ C7 BARRIER END ----PLANS APPllOVAL 01\TF • [)/ .10/'lh 1----------------.J,.\ p. PARSONS DE LEUW, INC. Two Venture, Suite 550 Irvine, California 92718 SECTION B-B E V) (/) 0 Q) LC .c. .Y 0. (.) 0•- ·-.c. O+- CIVIi Of C'- ~t s +I --~r---------,.c__) __ ...,._..________ ___ +--~ tot 6 ___,/ Note: Uti I ity Opening For re inf. not shown ~ 0 Tot 5 Epoxy adhesive (TYPE 25 BARRIER -MODIFIED) see e-, Formed Hole DECK DRAIN PIPE AT ABUTMENT No Scale Note: For deck drain locations see "Girder Layout" sheets. 1'-0" min 18" casing asphalt coated & wrapped to prevent corrosion Structural approach Abut back wa I I ----- Bridge soffit CONCRETE SUPPORT FOR PACIFIC BELL DUCT BANK No Scale 5'-0" abutment, and expansion loint and ( Joints are placed at each hinge, Ut i I i ty opening-equo I I Y spaced at ~300' 1 ntervo Is. ~E~~=u No Scale Deck drain Edge of deck Additional tt6 x 1 2 ' -0 11 < top l tot 2 girder ELEVATION ADDITIONAL UTILITY OPENING REINFORCEMENT No Scale 1 1-'2 11 fl! Conduit, for I ocat ion see Electrical Plans-~ ES-7A N0,9 Stea I p I ate 1,2"x 2' -1 o" '-(PERF;rtAltJ. 2-297) DECK DRAIN REINFORCEMENT DETAIL See note(D EPOA Y' c..JATJNG c,,.;11 .t:JE _<:,£1.,, ,1✓ L,1 £_1 OF Tit'£ ASPIIALTCtJATEO !' #R4PPED 5;,;tlVOARO. CASING AT FUTURE UTILITY OPENING Support Bridge soffit Expansion Anchorage device: 3,4" ¢ stud, hex nut and f I at washer. 8" spacing, min errbedment 3'-1/2". No Scale COMMUNICATION LINE INSTALLATION@ ABUTMENT NOTES: 1. Cosing shol I be cast-in-place after tightly wrapping cosing with 2 layers of 15~ bui I ding paper. See e=, 2. Seo I end of cosing with 1,4" stee I p I ate. S,ecure with tonk weld. Seal watertight, coat with asphalt and wrap to prevent corrosion. CM.-DEIION INIMICIHT ;. IION IPP-CATIE t;;f z.7 f '14:- I 2.9 4 oec.k drain re.vision I, K.. Marie Date Descri 'ons B Rev,sions FILE ID• p•, ■jh,413,pkg1,4131bmd1 sht PLOT DATE• 26-MAY-1994 17'01 PEN TABLE• 4131 pen No Scale Note: DESIGN OETAILS QUANTITIES Seal uti I ities at abutments with concrete or mortar, after tightly wrapping uti I ity with 2 layers of 15# bui I ding paper. Seal to be placed after stressing is corrpleted, IY p L' Cl£Cl(EO , IU B Yach/R Price AS BUILT □ Nc,C1•.g11 a Changad • IIIF_..111 As-Built Date: BY R Aguilar BY J Cl€CICEDW Zapfel/R. Price cMECICEoR w· 0. ~ TRANSPORTATION ---CORRIDOR AGENCIES Stept/T Tan . 1nrow/L. 1ckson ORIGINAL SCALE IN INCHES FOR REOUCED PLANS 0 I 2 3 ELECTRICAL CONDUIT IN BARRIER No Scale Type 50A Barrier c modi f; ed > •• -----(PER FA'/ NO. c-c03) Top of deck ~1 Fio,v #-!BARS Jf~A AIIIV'/lrlt./M EAl8EO,WE/i/T ---L.----LJ...+-J.J..._----l_,L___ _.....,._ __ __._, __ -_ -IN Tt1 FRESII CtJIICRETE IJF /2" BARRIER GENE FOSTER ~ ( MA¥/Mt/A'I SPACING I~ 11/J. C) ~* Drain openi~g 1,2 11 x 3"i6te.t·$rdq, t4;i;,({l!ut~~ spaced at 3 -0 < typ l BOT/-l.5/DE5 (?ER.Fil~ ;VO 1-445; TYPE 50A (MODIFIED> SEEMEO/ANBAHHIENDETAIL @ ✓tJINTASSEMBL.Y SIIT.ZIA QCM RtLE/\SE OCT O 7199\ FOR CONSTRUCTIOl't BRIDGE NO. 55-734 MACARTHUR BOULEY ARD OVERCROSSING TCA CORRIDOR MANAGER POST MILE 23.82 MISCELLANEOUS DETAILS No. 2 cu 12-332 EA 102540 DISREGARD PRINTS BEARING EARLIER REVISION OATES -- TAGE ONLY> SHEET 37 OF 43 r------------------------------------~-· 'l.ll 1n-a-(.I.) I iJ\DT GililT.: ►► .. (AID) POST MILES TOTAL PRO.JECT SHEET NO. TOTAL SHEETS I I I I I I I I I I I -------------- w z .J I u I- __, <( ~ --- DIST COUN"T'r' ROUTE 12 ORA 73 ~eP REGISTERED \orus10NAL ENGINEER PLANS APPROVAL DATE M&T AGRA, Inc. OFE~® No. CE 21~0 _ \~ •-J-Jf-9. c.aP---~ H~,c~ Geotecnnlcal and Envlronmental Servlces f 290 North Hancock Street Anaheim, Ca RELEASED FOR CONSTRUCTION I • PROJECT ENGINEER DATE I I I I I I I I I I I I I I I I ELEVATION 80 70 60 50 PLAN SCALE : 1" = 50' H41302 ... dense 140 NOTES: t.) ELEVATION ANO LOCATION BASEO ON SURVEY BY GREINER ENGINEERING 2.) BORINGS LOGGED BY ENRIQUE RIUTORT, STAFF ENGINEER 3.) CONE PENETROMETER LOGGED BY EARTH MECHANICS, Inc. 4.) EB PREVIOUS BORING BY LEIGHTON & ASSOCIATES (1-18-91) :5.) BENCHMARK: MSL ELEV. 200.173, TOP OF CONCRETE POST, 0.2 MILE NORTHEAST ALONG iHE BONITA CANYON ROAD FROM THE INTERSECTION OF COYOTE CANYON ROAD, 75 FEET SOUTHEAST OF THE CENTERLINE OF BONITA CANYON ROAD. 6) ~~ 1:a.Jo~~ NO 'S;!Mf\.E; 1<1.CCJ\/i.r.)"'. AS BUILT ■ NoC' cg■■ □ allMgld 8l llc I a II A8-BulltDalr. ELEVATION I . I 40 I I I I I I I I I I I I I I I I I I I 30 14 , 4 14 1.4 1 I I I 1 . stiff (SC) Dark brown to block fine CLAYEY SAND, loose I 14 I : ~! ...... ll I m I 1! 11 t I 1 1 ! "" . ~i .l :1 • i i .i ,; :a 8 .. c3 !li c3 ., ~ ~ ii! .., c11 1 1 ! HWJfillffi~~■ml~ 4 1 4 1 -10 -----------12-17-92 ----------------;;:;:;;;;:;;;;::;;;::;:rl§Ti-~;;;---------------------------j'----1r--,--------------- I ~ l ~oonll~ilm I I I g ~~ l : ·i2i I l ~l <> ~[i]QTI~Iim]Z[]© I ~ ! ei :ls ! ! .§°ls 11 l-i i • ~ 8 4 2 0 100 200 300 I .., 1 -20---------------_;__-------------;;:;:;;;::;;;::;:;:;;:;;::;:..J:::::J.;-:;;---... siliceous layer -20 I d i al li ~ tl is fjc3 a U..:,:,"'-""<.L!.>.....,~:=:}-''-".J Friction Ratio (,..) Tip Bearing (TSF) ~ra~m~II JZl~~ QCM RELEASE 1 1 • ~~[il~~ll!IIlfilll:J~ -.. ~[TII]~~~ PROFILE • ~::--,.-,::::zQI~-,-=' ••• siliceous layer JUN 03 ~ 1 1 _30 -----------------------------;;::;:;::;::,;;::;:::;;;:;:;:.,E~;:;--------------------------------------------~OReONSTRUCTfON, _30 I ii 12-31-9~ H~~~~~JtLs~~~E:=,..1"==16?' rr;~~IT~Ti'3. I 1, ~II "~ STAllONINC 12-18-92 II ~Gg i {f At4CAR!l-lt/R BLVO.) ,~s ,lo JOB No. 192-244 PLATE I I !l.! ► i! ai ._....,............,-""--'II I I 5 ffl = ~ ;tf 1-..P.fuN.....-•tf ...... s o~-~~1cN....,C11ER'""':s1:_..,,__$/----.faf,-"oA~,,,,,.7/n---= t-D-RA_w_N -BY-+_J._B._o_EP_oo_RT-ER---t F1ELD INVE::;~:ORT ~ TRANSPORTATION TCA coRR100R :::RFOSIFR 5P~ST ~~4 MACARTHUR BQULEV ARD QVERCROSSING I I Iii! IIO s CHECKED BY E. RIUTORT CATE 12-31-92 ~__,_, CORRIDOR AGENCIES 23.82 LOG OF TEST BORINGS 1 I . . . 10------------(ML) Olive to greenish CLAYEY----------~'---tlt---------------- SILT, stiff 140 0------------ 4 ... siliceous layer BEDROCK (MONTEREY FORMATION): Dork block to olive SILTSTONE, massive ... siliceous layer ... increased SAND content 10 0 -10 I ORIGINAL SCALE IN INCHES cu I z-2>?>2. DISREGARD PRINTS BEARING REVISION OATES PRELIMINARY STAGE ONLY F I I FOR REDUCED PLANS O t 2 3 EA Io z S 4 O EARLIER REVISION OATES -' 4!,. I L __________________________________________________________________________________________ J ,------------------------------------------ PU: ,.-1 .. (ltl I 111.0T'twt:~► .. (MDJ I I I I I I I I I. I I I I I I I I I I I I I I I I I r I I I I I I I I I -1 I I I I I I I 9 I I I I I I I I I I l I I I m -{ ... c -I I i C ♦ "' g : " j I 7ii j ! ·;;; C 8 > :i! 5151 I I li ~:ii '3 : ,: : i : i E ,: ... Jc! lj :! i l -~ N ♦ -;i-1 I g ON ii5 "' u ~ ii -. ,: ., !~ "ii C ~ 0 u .. ~ :i! :ii I I I -• . ., ~ '3 ~ E :::: ;; "E -"' It 0 i.: ., :c > > t < ELEVATION 70 60 so RELEASED FOR CONSTRUCTION PROJECT ENGINEER --------- DIST COUNTY 12 ORA ROUTE 73 POST MILES TDTAL PROJECT REGl;::r?~~ ENGINEER PLANS APPROVAL CATE M & T AGRA, Inc. SHEET NO TOTAL SHEETS FE~~ CE 211'0_\~ P J_J __ l-_9._ 1-1~,c ________ ______ @H41314 -----_ H41312 ----------0-1_ _,,;.;;:,-----------------w--7----QULEVARD V.C- ----Ceotechni'cal and Envi'ronme,c1tal Servi'ces 1290 North Hancock Street Anaheim, Ca 16J ---~i- a:: MA~ARTHUR B EBH1164 / / 167 - _1_c;1156 / ----+---165 T ' / PLAN SCALE • 1" -50' GROUND SURFACE ALONG PROPOSED MACARTHUR --... ,, , a:: ::::> ::r: f-~ u < r-,. :::::i: N + LI.. r--0 IO -'::i 0:: LINE . ·,'Xv-• ' _, ~ ~o J: ,-Ul .;- H41314 ::::> _________________________ _ ~ 8-1 BOULEVARD OC CENTER~f>,?{;f{/t' !;:; ELEV. 69.7 1 r < -------------+,-, ".7,.,-':-,---------::==~=~~--, ~ H ~ -::E .;- u __ --,/,,_':_;--/? □"" 1 _ COLLUVIUM: (SM) Light brown fine < «,,.;' SILTY SAND, moist .;-::E /,fjf\Y ... brown to greenish grey with ....-,.,),,, :,..'-;,,, l71-.UI.J1JI .11 1"7 ~ rJl1 ,..,_1L1.,!l + L&.. ;,,,,,,,, k t f d' t "' 0 _ ,,_,;,~~"' poc e o me Ium o coarse NOTES 1.) ELEVATION AND LOCATION BASED ON SURVEY BY GREINER ENGINEERING 2 ) BORINGS LOGGED SY ENRIQUE RIUTORT, STAFF ENGINEER ANO GARY BUTLER, STAFF GEOLOGIST 3.) €9 PREVIOUS BORING BY LEIGHTON & ASSOCIATES (1-18-91) + PREVIOUS CONE PENETROMETER BY LEIGHTON & ASSOCIATES (1-18-91) 4,) BENCHMARK· t.tSL ELEV, 200 173, TOP OF CONCRETE POST, 0.2 MILE NORTHEAST ALONG THE BONITA CANYON ROAD FROM THE INTERSECTION OF COYOTE CANYON ROAD, 75 FEET SOUTHEAST OF THE CENTERLINE OF BONITA CANYON ROAD. ELEVATION 70 ,/ -._,-~ f SAND +~--------------------------.t-0 IO -f-...J ~ ~ H 41 31 3 __ ,,<.'_'.,' __ --~_/<-' 114"' "11 "1 11 4 ,l-UJ,.,,...----8-:E::::D..:::R""o'-::c.:,K---,-(N--,17GU--,E::-L--:F:-:O-::R-M--,AT=-1--o-N)=-:------------------- ~ 0 , , . "· Rusty to yellow brown fine H 4 1 31 2 Vl N -7:·jf!:, SILTY SANDSTONE, moist, 60 ~ _ E=L=EV~-~5~2~-2~:rnr==,~"';fuft~t; -(SM) Light brown to 114 u I " 1 ,~ " : A.ttOI .,,,u.~'l<:1 Lig~tidgera5ytof.~! SILTY SANDSTONE 1 ... r ) -1 "' " • 1 f. t • s TY -------F.T.i;i"irr~~rl("'tnn ___ _ -----,",r----t, 0 ~ H FILL: (SM) Pole yellow-brown to=./·<·'/' orange ine O medium IL 11401 "" ~511,4 ~ 51 I i,uL" I - - d t b f' SILTY ;-, : '-:i, SAND mO era e rOWn, lne / '.' 114rn -.11f ,., i? ..,_ .,.-17,u ?11 / t -, ,.,_,, '~---</ SAND with trace of medium 114.., "'1 1, 11 4 ~ ... grovel foyer, medium dense -:-·-·-:>>/,, ·:.-.-?" 11401 JO 1 29 17 " -''11 ,>.rn ° "1 ;A,v.·,.o SAND ond 1 /64-inch voids 11 41.J'" ' =, '' " ,. ELEV. 49.6 A.l'\71 50 %;/·:,~-~:;::~: • end roots ,ie-1.,.,40"'"11..-.3"'0,... 1"'z1=-.,,1...,_4:-tl-47 :=: BEDROCK (MONTEREY FORMATION): IL:=------------'=====~===::=ii• cws •• El.El/. 3~ 2 -~-;--;-----;:---:~:;-;;::::-;--------7.":::,:r,~~"r,~-:£1-';;=r-----___________________ _ ------------r.=,1~4u~,"~;=1.,'i'4:=ri11~.4.fl _31 ••• color change to light brown • /' 2/5/93 (SC) Dork brown fine CLAYEY I14uI" , "' 11,4 ~ 7 1 Greenish SILTY CLAYSTONE with "cws •• ELEV 34 5 roots and voids absent, dense 114.,, " 1 4:i ., ,. , .,,11 , ... , 4 '"" SAND, medium dense E some fine SAND, moist, oxide 40 40 ' 1 IZ/IB/92 ALLUVIUM (ML) Pole brown 114 .. , " 1 Lt 11 4 , ", stains, massive :i !~; :: : 1~ I' ; I 4 11:14.,)1 0 u WJ SANDY SILT with 1 /64-inch • -BEDROCK (NIGUEL FORMATION)· 114u, .JU I Zl 17 ~ ::: 8 IQ'·"'~ A.IT'M ~ "d d • ft I140UQl74I1.4 71 vo1 s on minor roots, so __ ___l:=::!=='::~====-l![ll!~~cws~~El.£1/~ 2s2Greenish to ol,ve CLAYEY--------,u.'i'"!tli":!o!!.rr'_,.~!i..~=Ll.JLL'l"..;;\i::/=:::~:t-... 71..J~n"-------------------------------------30 (SM) Moderate brown fine SIL TY 1212,192 SILTSTONE I14f., ,)\,, 1 2 11 4 9 "•• SAND I 1-w GWS .. £LEY 24 30 11 40U0 I 5 I 1 4 0 '"" 20 114UI --i, I 9 11-. 114 H~\JI-•11 4 , oose 11401 " 1 ,11 ~ 8 1s7, Olive fine SANDY SILTSTONE with 1-_ / -·-12/15192 ... unable to sample due to 114 "~o 1:1611 4 W coarse SAND slough inside auger 11111 1 4 ........ 11 ,,_,., ~fl I ;-, 11 41111) [iQ] ir===-----===~~=-:-::=::=-:--::=::-:-:==-:--::------~~m=r-ir.Ttt:¼m-----... pocket of fine SILTY SAND ---------------------BEDROCK (MONTEREY FORMATION)· BEDROCK (MONTEREY FORMATION): I14u, -~□ 1 •1 11 4 111 114"• "• I 1 2 I 1 .4 _; ':f l.lOII J ,..:::: Moderate yellow-brown fine 11401 ~a 1 7? ,., " 11 •~~ ,., L• •• ~ Olive SILTSTONE with interbedded l140u0I12I7 '> :i 1unu" 1119 CLAYEY SANDSTONE 114,,, "'' 3411,4 1-1'.J fine to medium SAND abundant 114(11_-i, 12154 1• '"' 11 Gray SILTSTONE, thinly bedded, abundant diatomaceous material I14ul-l□ l 1 o 11 4 -_-. 111 diotomaceous material 1 0 ------------r.=m~mm7'--L~=---------------------I=1 :::40~11 :!:"~ '=='~',,!:::1!::::: 14'f~==t-=1 ~!!::' •~r,,:_ ___ Grey to olive CLAYSTONE interbedded ____ "?.'ffl''ffl"r"T'IM'T~ 114"'" '1' 11 4 --121 Pole olive mIcaceous CLAYEY ~ with SILTSTONE 11 -"" 43I1 .4llll[JTIJ ... s1l1ceous foyer 114111 ."111' :,4,,"' 11 4UI " I ,·, I 1 4 -,, 9 2128 l:1I SILTSTONE with orange, very 11401" I>,at?." 14,,, ~-n. Olive CLAYSTONE abundant 11401 " -~ 11 4,1111 rT4l 11401" •>""1 4 -15"•" diotomaceous material .. .layers of SANDSTONE thinly laminated SANDY 1 "'75 1I4t1 ,.,_,. lnterbedded CLAYSTONE with SILTSTONE abundant diotomoceous material 0 -------------.F,14(:iian,:i,i;'uFi [siiirs1P.1=r4 SILTSTONE intervals ond .,..,.,.,.....,.,.,,...,.,.,...,:-1_".'." Cu'1 Very hard, light gray, fine to I14nt "11>""1 4 -'rWLJ=------medium SANDSTONE .;:1:;:;------polished, striated surfaces •--... siliceous layer ----------711~ .... ~ .. rntI1J'\U1JIU 14!ijb100 61---------------------------------:--, ---- ,r.;.r,-,...,-,,,.....,.,......,-{• - 11 4 " ,,. 1 1"' "•"' 171',!T'" 0I =-=-r=,_:-,_ I Light to moderate 114"' ,. " 64 11.4 1 fine to medium -10 ---------------1'-18-92 ----SANDSTONE olive-brown SILTY n411-.ul..J(11· .. 1ii~--1111 ,:, .. n 12-15-92_ ~--- •-1r.1T. 41~>ar,,, _jn(Llr ln!rn'~"11•4rt DE .r-------------------------------------------+-•-~-- ,,. ...... .. aJ 'I I Ir.1"'4o"'"JI-.,.-~,.,,r lu,:r~1711-c4:-t_-ITT'J 12-21-92 PROFILE • Nu Cl ar.tlll QCM REWS£ JUN 031M HORIZONTAL SCALE : 1" -50' ll ChengedaalSr I Id ' ~OR CONSTRUCTION, -20------------------------------------------vERTICAL SCALE: 1" -10' --------------t-~~~~===:::f-__________ ...::..:.::__ STA170NINC (f AIACARlliUR BLV!J) 165 170 JOB No. 192-244 PLATE rr 20 10 0 -10 -20 DRAWN BY J 8, DEPOORTER G. BUTLER / E RIUTORT ~ TRANSPORTATION CORRDOR A6ENCIES GEN£ FOSTER 55-734 MACARTHUR BOULEVARD OVERCROSSING CHECKED BY E. RIUTORT FIELD INVESTICATOR 12-21-92 DATE ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 2 3 TCA CORRIDOR MANAGER cu 12. -°?~2. EA 10 2540 POST MILE 23.82 LOG OF TEST BORINGS 2 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L ______________________________________________________________________________ _ ___________ J I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 • I I I I I I I I I I I I I I I I I r I I I I I I I I I L • • I 0 m • 1 ~ .,. ~ E • vi d: • .2 -0 • :,: ,! ©G J ~ ! a, ?i' ~ -., iii 8 C ll..t; ,u . ;::,:, . i:--; a e!~Ec: ;tc;I • "'•e •• •c • e 3 • ■CL a: oe az ... 00 _.., ~Sl I I I I ~ • 0 ... 0 S!~ - • =l : j e C •• ! ~ C -a I~ .!!1 ~ ii ~ > :! "' ~ , -e • ~ t .!I CJ ~ r.o ~ ~ i ~ -.,. i 0 ; 0 .11. ~ .. t.3 ; ... II. 0 -c ~ ~ .. c -,g GO . !! CJ < -a "' ~ -! .. ~ ·c ... CJ ; 0 I::' • u -a , E ;; • • > .c 0 I c.., " "' -0 "' S! S! ~ N • .. -1 I I I I I l; ON ... ., ~~ en ?i' :::; .! i .:: E ::: ,; ~ .. I~ ~~ ii; I~ ~ iii § > ~ u ELEVATION 60 H-1132 50 GWS EL 41.0' 40 10-lJ-90- 30 140 JO JO 20 140 90 10 140 --29 0 98 26 052' Micoceous -10 D9 96 27 10-13-90 -20 -30 PLAN SCALE : 1" = 50' STA 154+11 49' LT OF MACARTHUR i ---- GROUND SURFACE ALONG PROPOSED MACARTHUR ------ z 0 i::: CJ :::, w ~ z z 0 __J (.) a: 0 u. I C () w U) < t-w <( ... w cc ~ ---- THE DATA INCLUDED ON THIS LOG OF TEST BORINGS HAVE BEEN EXTRACTED FROM THE GEOTECHNICAL/MATERIALS REPORT FOR TCA CONTRACT No S90-11 THIS REPORT WAS ISSUED BY LEIGHTON AND ASSOCIATES Inc., ON JANUARY 18, 1991 M&T ACRA, Inc, HAS UNDERTAKEN A REVIEW OF THE REFERENCED INFORMATION AND CONSIDERS IT APPROPRIATE FOR THE DESIGN OF BRIDGE Na (s) 55-734 & 55-735 HOWEVER, M&T AGRA, Inc. DOES NOT GUARANTEE THE ACCURACY ANO COMPLETENESS OF THE ORIGINAL BORING DATA. <..I a:: DIST COUNTY 12 ORA ROUTE 73 POST MILES TOTAL PROJECT SHEET TOTAL NO. SHEETS REGISTERED PROFESSIONAL ENGINEER r, Ii Na. CE 2/-10 l;J PLANS APPROVAL DATE E,,p . .J. ____ J~f ... ----'9.~'5 M & T AGRA, Inc . re:cHl-l'c OF Cfl,.l.l Geotechni'ca/ and Environmental Services 1290 North Hancock Street Anahe/m, Co NOTES· 1 ) 2.) J) ELEVATION AND LOCATION BASED ON SURVEY BY COAST SURVEYING Inc BORINGS LOGGED BY LEIGHTON & ASSOCIATES BENCHMARK. MSL ELEV. 200 173, TOP OF' CONCRETE POST, 0.2 MILE NORTHEAST ALONG THE BONITA CANYON ROAD F'ROt.l THE INTERSECTION OF' COYOTE CANYON ROAD, 75 FEET SOUTHEAST OF' THE CENTERLINE OF BONITA CANYON ROAD. 4.) tJS~ l>E"IOT1::-, NO SA--lpt.l: Rl:C..OV!:C'\' ELEVATION _____ BOULEVARD OC CENTER --+------------ LINE => :I: 60 H-1137 10-10-90 GW COULD NOT BE MEASURED PROFILE I-a:: < ~ 0 ~ I") + .... ,t-0 IO I--a:: ELEV.'4-0.0' ~ I") 1/J I") H-1134A 027': Brown clayey SILT with some fine sand, stiff, saturated (ML) 034': Altemating loyers of dark -------gray silty SAND. medium ------------- dense, soturoted (SM), ond block cloyey SILT, very stiff, saturated (ML) 037': Dork gray-green silty medium to coarse SAND, ------dense, saturated (SM),-------------- ...,,..,.....,..,"ITTI'"rli"½..,.-,~Jr>rl!'1 gravels 1 /4" to 1/'1' L!-"'"'-"-"'-'-=..i..:..,c,,_.:"""-'-_._.,_,.__, MONTEREY FORMATION-BEDROCK 042-43 5': Gray ta dark green silty CLAYSTONE, very stiff, saturated (CH) -fat clay -----047': Dark green silty CLAYSTONE, ---------- hord, soturoted ( CL) AS BUILT ■ Nc.CIIIMIQII Cl Cbllngad 81 Ill 118d Aa-Bullt Date: ___ _ HORIZONTAL SCALE : 1n = 50' ------------'=------------------ VERTICAL SCALE : 1" = 1 O' 07 4': Dark groy silty CLAYSTONE, hard, soturoted (CL), with loyers of gray medium sand 50 40 30 20 10 0 -10 -20 -30 -40 -------------------------------------------------------------------------------------------10-9-90----------------------------40 -50 STAl10NING (f AIAC4Rl1--lt/R BL VO.) DRAWN BY JOE MAGLIATO CAI.TRANS DESIGN O'JERSIGHT CHECKED BY S KROLL • 155 G E. HAMMOCK/M. LEON FIELD INVESTIGATOR 10-13-90 DATE ~ TRANSPORTAnoN CORRDOR AGENCES ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 2 CENE FOSTER TCA CORRtOOR MANAGER cu 12-332 EA l O 2.5'40 160 55-734 POST MILE 23.82 QCM RELEASE JUN 03 a e'OR CONSTRUCTI JOB No. 192-244 -50 MACARTHUR BOULEVARD OVERCROSSING LOG OF TEST BORINGS 3 ------------------------------------------- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I J ,------------------------------·· I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 15 II.I I m • Cl) i 0 m I!; ., r j!:: ... ... co I!! bl I ... -t "' J. I "' J. ... a.-~ I=.!! ~t a ... ~ ::IE -,11 ... GO 2 u < !i •,; ! C "' 0 ii A'i -~ ~ ii !!i l -a: 8-0 -~ ... E!-!~1! ... M .. " . rd ;•~ ~ i =]C,lle =• ! •• Q. d.o•ii~ • • "' • • -; i e • iii ., • Q. .2 -l • • ... ., e l e C ! .2 0 C !. 1! 0 -0 • ., • li > 8 • 0 iii ... ©G I li -; Cl) e l!f • e • .c ... "' • -i 0 • ., C ~ • I!! -; ... I!' ~ C, • 8 u -Ii , 0 CD "' u Cl) @©®@@@ ; .. • ""' • 2-• i • .. C, C !j • • s .. ., • C .. '5 I!' ,, i • • • , ~ .. , -e E l -C u &. ~ • • e < .c ., I 0 • 0 2 "' ... @@~ .. @@CID©®@ -i .. 0 g S! S! - ~· I I I J • 0 .. 0 g _g - -~ N .. .. "' g g -~ I I I I I • ~ 0 "' .. ., :? l!: 0 CD en >, • g • • I • ~ .! 1 1 j .. ~ .. .. t ~ C 0 > > (.) :,; " g l :s .! ., e --~ ., I~ ~~ ~~ ., ;;; ,: C: ~ 0 > (.) L __________ _ -+- H-1142<® PLAN SCALE : 1'' = 50' ELEVATION 60 <="' 0:::------------------------------------------~~ ~ a::: J~ I ::::l •• ~ I---, --., a:::<( ~ 'i,:t/. ~ -------------- ---- w z ...J I u ~ <( :l z 0 j:: CJ ::, a: Iii z 0 CJ a: ~ Q w Ill < w ..I w a: ~ w ~~ ..... 0 " "-Q 4 a: w w A z i t; ~ w ~ a R: THE DATA INCLUDED ON THIS LOG OF" TEST BORINGS HAVE BEEN EXTRACTED F"ROM THE GEOTECHNICAL/MATERIALS REPORT FOR TCA CONTRACT No S90-11. THIS REPORT WAS ISSUED BY LEIGHTON AND ASSOCIATES Inc , ON JANUARY 18, 1991 M&T AGRA, Inc, HAS UNDERTAKEN A REVIEW OF THE REFERENCED INF"ORMATION ANO CONSIDERS IT APPROPRIATE F"OR THE DESIGN OF BRIDGE No (•) 55-734 de 55-735 HOWEVER, M&T AGRA, Inc DOES NOT GUARANTEE THE ACCURACY AND COMPLETENESS OF THE ORIGINAL BORING DATA. ------------------------------ DIST COUNTY ROUTE 12 ORA 73 POST MILES TOTAL PROJECT SHEET NO. F~ TOTAL SHEETS REGISTERED PROFESSIONAL ENGINEER No. CE 2140' &.p3-J1-95 PLANS APPROVAL CATE M & T AGRA, Inc. 7"ECHt-\C. OF Cfl,\.~ Ceotechnlcal and Environmental Servtces 1290 North Hancock Street Anaheim, Ca <="' a:: ::::i I I-a:: NOTES 1.) 2) 3) ELEVATION ANC LOCATION BASED ON SURVEY BY COAST SURVEYING Inc. BORINGS LOGGED BY LEIGHTON & ASSOCIATES BENCHMARK: MSL ELEV 200.173, TOP OF" CONCRETE POST, 0 2 MILE NORTHEAST ALONG THE BONITA CANYON ROAD FROM THE INTERSECTION OF" COYOTE CANYON ROAD, 75 FEET SOUTHEAST OF" THE CENTERLINE OF BONITA CANYON ROAD 4.) tJ~R D8-ICTES NO &Nfl.E REC!JVE~ ELEVATION 60 50 <C u I() <C 50 ·~t;:~:\:,., , 0 ~ j<( ___________________ _.;.'·'.;c./7'""'-;,,:-"'-'_,;~::---r.o -"" ------------------------------------------------------------------------ ' •\-·\;":'_\'.\.:.: '.:· ~ ~ ~~g~~~E6u~r~~~T~biNG\ l ; 40 30 20 10 0 -10 N ::::i: + L.. a, 0 I() -~ "•"-. ~ -H-11 39 BOULEVARD oc t \ ~ ~ ELEV. 38.0' -~ ~ -,--4-_.,·R-Ws:.LUWJM (Oal) \ ELEV 36 o·-~ ~ ~ = 11 _\2-=~0:...)..,,, .... ,";'~-------f._.,.,_t<~}.~~~·::·:"°.· _· --------~ ~ H = 11 44 .,...,.~=---=c=-l • I 02-3'. Grayish-brown sllty , • 4• :Rw A~'J;)iu'i:tcao1) _,,_ __ -./_if:: ELEV. 36•0 ' 4• r;;)ALLUVIUM (Ool) 140 30 1 01 ;g~ :~ 03;{~;~:l:e;~,:~:u:ent:e· }/\, \ /:>{t~i;iti:~ft-f;;;Y}f:}~?t\\~~}ti:" 114'11 '" 5 ".5 ~ D11100 24 -02~Jy~r~o~;,0 :~t~~~~e~0 (gr) :_> . :: ~; ~~: ~ l l :! ~,~:: 26 .. _ :;~~;~:oii~<i~t SAND, very :;l!1~40~~3~0[IJ~j~J~~~~~QLLl[I[~--coarse SAND with trace of ~ 140 30 silt. medium dense. wet 11 ..n, JO 9 11 4 -1/, s1 I -1 2J 07'. St,ff, some coarse grain 1 1 ., ½ T1 1 _1 ...... (SP-SM) ~ ~ 07'. Brown silty CLAY with some fine sand, soft, wet 1 1 1 3 140 14 07'. Brown clayey fine to ~ ~ medium SAND, dense, rt 40 JO 9 12." Nt-c1--I 11 Arn ,n I 1:, 11 4 ~ ', I ., 16 saturated (SC), with some 1140 30 t 1 1-:, ~ u 11• ,. ,~ 013 5': Brown sandy CLAY, ~ _ oxidized stains------------------------------firm, saturated (Cl) _______________ r N 010': Brown silty CLAY with ,.4'"' "' 20 11 4 ,, _, 21 017': Very stiff __ , 3 •---i ., " •u1 ., 11401 a;n I '' I? • 'i'. "11 •I ,I trace of fine sand, soft, 1140 30 47 17 " 03 111120 ,~, 019': Brown fine sandy CLAY, ½ 012'. Brown clayey fine to f140I " .,., 12," ,,:: "& 1n",, 022': Brown clayey fine to 11401 a;n 13411.4 5_, 1--1161 medium SAND with trace medium SAND with trace (Cl) 012' Stoff 017 5': Very stiff 022': Hord saturated (CL) '/ very st,ff, saturated (CL) ~ __ of fine gravel (SC) ----------------------------of silt, medium dense, ~~~~~:::; 014-15 ': Loose, saturated __ I 3 Tl __ 1_ _ saturated (SC) -----------;:; I14;,,11;:;";:;n;:;, ,:::,;:;,,r;;,,-:,:=;•~~D~l2~Ir,.I::;:1:;:; 11 ;;;;:;-loi:2f.7f••:-i:Bliirooiworn,-;sirfilttiiy:-ilfiii:neeltiio-cccoxoirrssoet __ _ 015' Brown fine sandy CLAY, ,-, _, 21 " .... u 029'· With some grovel SAND, medium dense, saturated 27 firm, saturated (CL) 1140130 11 I I .4 ' ·, -~-· (SM), some grovels, trace cloy ., 018' Brown silty fine to l!40l.,O 2R ,-,_~ 91131 MONTEREY FORMATION-BEDROCK 1 __ 1 , 121 __ 1 __ 1 032': Silty sand with grovel (SM) medium SAND (SM) 0.32'· Dork gray-green silty 023.5-24.5'. Dense, saturated, --------------------,.;-;,~~~-=,;-.,.-,..-7 E CLAYSTONE, st,ff, sotu.r.,:at::e:::d==----------;:;:;;;;~1~-~-';;::3~~a~'-~''=·~l==-~•.;!l;2,_ MONTEREY FORMATION-BEDROCK with layers of clayey fine E::::I~;,;;;:;:;_;;,:;-;_;:--(CL), with nJst stains 033.5': Gray silty CLAYSTONE, ----- 1t .ao1"' 4..1,,a-n6 91131"~ 037' D rk lty CLAYSTONE f1.ulla;nI -.114 1s4I -1771 stiff, saturated (CL) sand and medium sand : a green s, • 037-38': Gray silty CLAYSTONE, 027'. Gray-green siltY. fine t= very stiff, saturated (CL) t= ( ) to coarse SAND, with grovel c:= 042.: Hard 1 . , , _1 .1 hard, saturated CH -fat ( ) 1140 , ..,, 1 4 -4 -1341 clay medium dense, saturated SM , 1 ..,,, 30 I>,," , • 1 •I -1 043': Dark green silty CLAYSTONE, with layers of clayey sand 1140 65 ·, • '' 9~ I '.J>< h d t t (C ) -MONTEREY FORMATION-BEDROCK -""' or , so ura ed L ______ _ _,' 042' Dork green-gray sllty 1401 ,n I '' 11 4 -12 ·I ""' CLAYSTONE. hard, saturated (CL}, micaceous with ox1d1zed stains tu " 47 ~ 1 4~ ., ·I ..14 E -052': Very stiff -20 ------------------[l~jI~oQ]Q4£ZJI:±f~b;::zr::::=1]&~ ---------------------------....!±::~~::::::!:~ ,~~~t------------------[ririniTI~§~~illITiTI ______________ _ ~ 114111 ,n I 43 , , • 05 I 93 I 30 I 10-9-90 140 30 71 ., ' 8 "'" I "' -(14111 _ Vl 49 It .4 '" ·I ,, E 1Anl u I 't71•J1C "4192130 ON 140 -30 -40 140 -50 Sl:4170N/NG (f AIACARlr/UR BL VO.) 1 4 10-11-90 GW COULD NOT BE MEASURED 0 155 PROFILE HORIZONTAL SCALE : 1" -50' VERTICAL SCALE : 1" -10' 11401"' 44 LI 1140130 64 1 "' -11401 ,n "'114 SI -·I ,, " E I140I.,Q 67 ...... c "11 9fil21 E 11401 30 .l9 I 1.4 58 ·132 • 10-8-90 GW COULD NOT BE MEASURED 062': Cork green silty CLAYSTONE, very stiff, saturated (CL) GW COULD NOT BE MEASURED 064': Hord -_ 067': Withs =-o-=-m=-e-m=e3'd,-u=m~to--=c::o-=o-=-rs::e------------------------=-------------- SAND AS BUILT -Q Changed a■ M1rk1c1 A•Bullt Date: 160 QCM RELEASE .IUN 03- , OR CONSTRUCT! JOB No. 192-244 40 30 20 10 0 -10 -20 -30 -40 -50 /_ I r:.j,./ &-;1Z 172 ,/4 DRAWN BY JOE MAGLIATO G E. HAMMOCK/M LEON ~nSICNOVERS1~-JOA'@ 94 .... -----+------------I -Fl=ELD--INVE_ST_CA_TO_R ____ _ TRANSPORTATION CORRIDOR AGENCES CENE FOSTER NO. 55-734 MACARTHUR BOULEVARD OVERCROSSING CHECKED BY S KROLL 10-11-90 DATE ________ _ ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 2 3 TCA CORRIDOR MANAGER cu 12.-33-Z. EA lo 25 4-0 POST MILE 23.82 LOG OF TEST BORINGS 4 DISREGARD PRINTS BEARING REVISION CATES PRELIMINARY STAGE ONLY SHEET EARLIER REVISION DATES ---41 --------------------------------------------------------------------------- F" 43 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I _J I - - - - - ----------------- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I • • i a: 0 m ~ GO Ill ~ w ... i ... .. • a 1 C l .!! !'l !I !! !I z-1-1 !! E l E'E • ;•-i; i =r =• •o • ct;;. 21.!' -• ! e • iii ii: • 3 -0 • :c ,! 013 ; -; e -e • .r: .,. • -i I • C • -a.. • I:' ... 0 • u -is • 0 ., "' u @@~ -1 ... 0 51 :i! s -;" I I I I ! 0 0 Ii! ..s! ... -a, "' : u • : C: • 1 .. j l j ~ -.. l ·;;; I~ t 8 > ~ > .. -~ ~ • i i 1 -i,,; t:, I!' C J. -!! i!i! -I!' MC -,11 .!I •-; "' . C g 1 ci I:' II .., E " • .r: 0 '-' :s -~ N ... ~I I t 0 .. a, ,.. u C: i " :: -.. I~ ill .. ~ ~ u ... e 15 i ID i ID • .... .... .,, D. Q ~ s u I ~ • • 0 > I "' ., "' S! ::! -I I I -... • ., ~ - ~ E :: i ,ii j C: ) > * < THE DATA INCLUDED ON THIS LOG OF TEST BORINGS HAVE BEEN EXTRACTED FROM THE GEOTECHNICAL/MATERIALS REPORT FOR TCA CONTRACT No 590-11 THIS REPORT WAS ISSUED BY LEIGHTON AND ASSOCIATES Inc, ON JANUARY 18, 1991 M&T ACRA, Inc , HAS UNDERTAKEN A REVIEW OF THE REFERENCE□ INFORMATION AND CONSIDERS IT APPROPRIATE FOR THE DESIGN OF BRIDGE Na.(s) 55-7J4-& 55-735 HOWEVER, M&T AGRA, Inc. DOES NOT GUARANTEE THE ACCURACY AND COMPLETENESS OF THE ORIGINAL BORING DATA. -------- DIST COUNTY 12 ORA ROUTE 73 POST MILES TOTAL PROJECT SHEET NO REGISTERED PROFESSIONAL ENGINEER ~~ER. PLANS APPROVAL DATE M&T AGRA, Inc. . CE 2140 r:,.p.J-J/-9. rrcH~,c Cl!!Otechnlcol and Environmental Servlces 1290 North Hancock Street Anaheim, Co NOTES· ELEVATION ANO LOCATION BASED ON SURVEY BY COAST SURVEYING Inc BORINGS LOGGED BY LEIGHTON & ASSOCIATES TOTAL SHEETS 1.) 2.) 3.) BENCHMARK· MSL ELEV. 200 173, TOP OF' CONCRETE POST, 0 2 MILE NORTHEAST ALONG THE BONITA CANYON ROAD FROM THE INTERSECTION OF' COYOTE CANYON ROAD, 75 F'EET SOUTHEAST OF THE CENTERLINE OF BONITA CANYON ROAD. PLAN RELEASED FOR CQNSTRUCTION SCALE : 1" = 50' J.5.l?.~4-1,)1191t PROJECT ENGINEER DATE '<y;zg@f £/ ELEVATION _, .'Y/.,:7,. ):,,'., , ;,,X;,, ,. ~ ELEVATION 70---------- 60 ---------- 50--------- ELEV. 44.0' +i... -0 IQ 1--ci:: ~ o (/) I{) / Cl'.'. =i :c I-Cl'.'. <( ~ I") ~ '° 0:: GROUND SURFACE ALONG =i ~i-½».S-"',' ~ *p~: PROPOSED MACARTHUR\ o::<C ~ t'-"" -~✓ ~"'..;,(' BOULEVARD OC (t ~ ... -:,_,~,~:4...«;.,_<::-1,?/f.:.i<f!j-•,'?(;,'' -------------~,-----,.,,..~--;=::::::-; ~ ~ -.:.::,-;:= __ ,/,_/•.;.;-:._,:,;._f;s.)'>5,;.:;;,.z:.,..~o,'~k'.--':,<'/..,·Y/ .:,·_.,.::;,;_-·:~_,='.-:¼--=.~::.._1/,_,, _· _________ ELEV. 49 ·0 '--ff' 'H)ARTIFICIAL FILL (At) H -1 1 4 7 .... ·.· ··.·. ··-· , . ~,-)<:.}>< N o -02': Ton silty SANO, dense, _ ~---:·,_-• • ~ I-1140UO (~11 "·"' 01 79 50 wet (SM), w,th some gravel + i... I") 0 ID -I-0:: H-11 52 ~ N (/) N H ARTIFICIAL FILL (At) ~;.-.:~.-);,✓,.'.:;::S,;-:7'::, . . .. (.':··.'',:: • •." ...J H 1 1 49 and roots lh..-r....-\rnc/'---' 02' Mottled light groy/oronge-";;i,?•/v·'.x~·-··~---·:·-· <. -1 ""'" 1 07': Medium brown silty SANO, 40 -______ ,!:l1:e:407=~=i12~5~~l '~=1.,;1~!:::1~---ton/dark brawn clayev SILT, ~-:;.",;,\;>;;:';';>· I-IXl --,--,-.,,,,:------------------___!1::::1-=~"-"==l=.ll::!:1:::: '·=1.•l :,11--1 ti dense domJ> (SM), with 11 ' ELEV 38. 0' -v, -lt-===::::::::=----1 stiff, damp (Ml), w,th roots ir , '\ organic debris, roots and ------m,,.----i ff' H JARTIFICIAL FILL (At) broken rocks L!.140=i-""O.L!.1><6..!..!.1.~4'-l=:r,;S=1;!.-,,.=-ic2';.--~ NIGUEL FORMATION-BEDROCK ]h,-:-T"-.!;"';';!"'f'-__, 02'· 1.Jght gray clayey SILT, 11~" "" I ,, 17 " , 191 I 3 ALLWIUM (Ool) GWS EL 32.cr 07': Light gray silty CLAYSTONE, n 4□1 3c•I 40 i1.4 S1I--16 hard, moist (ML), with root ¼ 012': Medium brown clayey very stiff, moist (CL), massive, holes 1Bi~,,~.,7~v;?,: fine to medium SANO, ~~~~~-with yellow-red iron sto,ns I BUI K 1 ALLUVIUM (Ool) _________ _1:11~ -iiT:ro!~0::!:::!1::::3:::!l,,;1=4"-tz S2 1-1 □ .,_, .. , medium dense, dry to damp .,. and trace of mica -------------11401 :m I J.> 17 .5 D1 l1 l .ll 11 ""' -07': Medium brown clayey ~ (SC), with roots and some -------------------------------- 012'. Light groy clayey SILTSTONE, SAND with some silt, loose grovel, porosity stiff, wet to saturated (ML). r.7;,.n;;.-,.,rr,-:;-l~r.;-;;rr:--=rn;-_,171 to medium dense, damp to 1--1 3 Tl --1--017': Damp to moist, high porosity massive, with yellow-red • GWS .. EL 24 er 11 -"30 1 1 r 11 4 1// S2 1-18 11•""" moist (SC), with root holes ~ l\'11',GWS __ : _~ z,.o· 027': Saturated iron stems and trace of 10_1~--90 114111 ,11115 17 c 021 -1 012': Medium brown silty CLAY ,-_., .. ~ mico -with some sand, very stiff, ~1 " 1 .,., 12 .5 ~, "• 1 o6 o ... ~ ~~=;:;~-022'· Very stiff, soturoted, with---------1140130125 '·"' 031 ·I ·I--wet (CL), with root holes ff4<• ",11411 4 -,, __ , NIGUEL FORMATION-BEDROCK block carbon specks I RUI K 2 -NIGUEL FORMATION-BEDROCK _ _ 029'· Light tan gray silty fine 20-----1!.:C"'--""'-'--'-"--'-'-'C!C 027'. Stoff ,-014': Light gray silty CLAYSTONE, 1 __ 1 3 -,L 1 __ 1 __ .,~ SANDSTONE medium dense, 114"' .lO 1 11 11.4 -S3 1 U4 .. ., firm, saturated (CL), with .--saturated (SM), some cloy 11 401 30 1 ., , , , c ,4 1 9:, I 29 I yellow-red stains, some • -_ and iron oxide, micoceous MONTEREY FORMATION-BEDROCK r.-::.r-s=-r,.,.,.,.,.-:rl-~f-,.-,-,--,-,., sand and troce of mica 11 40UC• 1 ll ,, _5 1 ~~ ,, MONTEREY FORMATION-BEDROCK 10 ------a-.,,.,...,,...:::;;:;;*.~::::!¢:;~~;;:~-032'. Dark green-gray solty ___________ I140I30I10 11 4 S4I--U4 -024': V~ry stiff 037': Light gray silty CLAYSTONE, ------------------------------- CLAYSTONE, very stiff, _ MONTEREY FORMATION-BEDROCK ~-t·tt t t d (CL) "th t t d (cl) ·1~ • _:::: 027': Light groy silty CLAYSTONE, s 1 • so uro e , WI so uro e , w, n m,co ( ) mica, iron oxide and some 11401301 26 12 5 _ D5 I 95I 29 "'" stiff, sotur"!ted CL , with 1140130 I 53 11.4 -S4 --571 silt layers 1 BAG 1 _ trace of m,co, and yellow-11401-"' I 86 ,., 'I -, ;,~ ..,, I"" I 042_43., Hord red stains • -042" Hord, mossive ,,.,-,,.,..,-.-,-rr-T1E=:h""'-T"i'n1 032• With bl k rb k Ir.1-..4rn.....,_,..-n,_111,, .. ,Ir,r,,.,,rl:.,,-:·. hn=,6-r=80..-r4.-'C4"'I 043'· Dork gray silty fine 0 -------========:,::3-',=:=::!:::!::=:~----------------------l'i 401 ''0 I 14 11 4 S5 I ·I 391 • 1 oc co on spec s • SANDSTONE, very dense, ----------------------------------L!..=,!!..:,..,~..!..:!..1.!--'4=1±"'-.=.=.L""-' -037': Dork brown-black silty - ::::_ CLAYSTONE, stiff, saturated :-_: 'r,,'l!"T-r,;,n saturated (SM), with some 11401 30 I •,.lu , 5 15 I 86135 (CL), with mica l'"l~40?ITJl""f,.n1TI I9m.,,,ITI'T",I1,_T4L·: ... ~, 1 __ 1 ., , 1 cloy, micoceous 044'. Grades to red brown, with iron oxide layers, fnoble -10----- 27 10-15-90 052'· Very stiff § 047'. Dork green-gray silty ----------------------l14•• ,,,11411112 ~ ,1 1411 1 -"1 __ CLAYSTONE, hard, soturoted (Cl), with mica and burrows, 11401301 :::i3 11.4 -S6 1--1 79 massive S'- -.,;rr,;crv,...,.,.-tl-·· -~'ITa'iT'fD7 rf.a..iH_jQl-1111"1 ~ -:-r ,, 1,.,.,, .l81 052': With same sand lenses l1.&n1 "~, 11.4 ~1--14!'11 and silty layers • 11 """ " TI!!Z•• 17 " -. ,Q§_ 1 a, 1 .l 11 - 11401 " 110, 12.5 8189128 ,,...,,,,,...~=.r::c-rl§::::J"""'""'...-, 057': lnterbedded with cloyey ll 401 ", 1"ffln"". ,-;;--,?L --~:=:k.N"'lkl.,..---r,;19-,1 -20----------------------------------------11401 .lQ I 1111,.12 5 D9 I 88 I 26 --sandstone ____ _:~--------'="'r,"EiAAG 1 11401 .lO, ~"•, 1.4 _ :,r 1 ·1241 059': Croy silty fine to coarse •• SANDSTONE, very dense, 1140130 I 64 11.4 :-::::]-,,, ::,,..-r11----.n,2.-:4n1 saturated (SM), friable, with mica PROFILE ·11 / I 10-15-90 .. -30-------------HORIZONTAL SCALE: 1'' -50' __________________________ ___.!::11===-··~"•1 VERTICAL SCALE 1" -1 O' 12 : ~1104111:1 I 10-12-90 STAllON/NC (f AIAC4RTHl/R Bl. VO.} 165 052': Some grovel 057': Gray white coarse ---------------------------------- SANDSTONE, very dense, saturated (SP-SM), very AS BUILT friable, micaceous 062': lnterbedded dork green gray silty CLAYSTONE, gray ________ _J.J■~~No~~!!!!! silty SANDSTONE, hard, very dense, saturated (CL-SM) Q Cllalglld a 77 with mica 072'. White gray silty medium Id Buln Dale: ta coarse SANDSTONE, very dense, saturated (SM), with I II mica, friable-------------------------------------- 170 QCM RELEASE JUN 039' 1--0R CO"ISTRUCTION. JOB No. 192-244 70 60 50 40 30 20 10 0 -10 -20 -30 I 'II~ ~ /4 DRAWN BY JOE MAGLIATO TE. COSSAIRT '• :-~ J2 qet...t----+--------F1ELD I••~GATOR ~ TRANSPORTA 170N COIIRDOR AGENCES CENE FOS!FR 55-734 MACARTHUR BOULEVARD OVERCROSSING TANIS SIGN OVERS ' DATE ~•~" CHECKED BY S KROLL 10-15-90 DATE ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 2 3 TCA CORRIDOR MANIIGER cu EA I 2.-~~2 102.540 POST MILE 23.82 LOG OF TEST BORINGS 5 DISREGARD PRINTS BEARING REVISION DATES PRELIMINARY STAGE ONLY SHE EARLIER REVISION OATES ---4-2 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L _________________________ _ ------------------------------------_ ___ J I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L_ I- (/) w I- lli I-w ~ Cl a: Cl ... ' -~ .. .. .., a. 0 w ! z 0 () < () ~ I!: Id Iii -• "' ~ E • iii 6: • I -• • ... 0G a, i --0 • E Ill -0 • ,: -l!i "' • • ~ i • • 0, • a.. ~ cb w .,. a • a. u 0 • w ► , 0 I-CD a: u i ... .. ©©43 a Ill "' a ~ • -, ~ .., ~ .,, a -• • • > -,: 0 I < u "' a: 'ii .., > ~ .., C <.:J .., I 1! • cl! 0 .. C Ill I ,X ~~ .. • • • • .. = ll .. .. C C " 9 .,, o,, = 9 0 2 C u ~. 0... .;; u ;; • • 0 .., -;g . 'S a "' • 8 2 r.j C 9 J: ... a. .... 0 ,: iii UH.:> U'H.:> Ill Ill Ill "' u ~ WJ 0 ~ ~1Hilil DD~ ~ • .. • 'ii > 9 E 0 ~~ g g -u u-!! " c-.:: C(.n1"-2'"- C a"' • o _u ~o ~ 0 ~ "'· ~ 0 da I: li • c50 iii .;; .... J J -~ % % • li' .:g ;g ::,· zjo a-~-a..-u ::, CJ ::, u u c., u r.:, ~~Iii~~ lllll1 fl:! ll:l ~ -~ .., ~ g :i;: 0 "' -~ N ... "' "' :il g ..__ I I I I -.. • ~ 0.., 0 0 > -., 0 ~ I I I I I -• " ON ... ., "' ~ .9 ID ID ~ • • • : C: j 5 D C ~ : .., w .. ., g E . .., ·;;; lj .... , .!: ! a '6 ~ • u '.I ,._ u -C: = "' ~ 0 : E -i • -. ., lj SLZ ~ ~ iii C: ~ 0 u > > t < 151 PLAN SCALE : 1" = 50' ELEVATION ~ (;:jJ a:: :::> J: I-~ -< THE DATA INCLUDED ON THIS LOG OF TEST BORINGS HAVE BEEN EXTRACTED FROM THE GEOTECHNICAL/MATERIALS REPORT FOR TCA CONTRACT No S90-11 THIS REPORT WAS ISSUED BY LEIGHTON ANO ASSOCIATES Inc , ON JANUARY 18, 1991 M&T AGRA, Inc, HAS UNDERTAKEN A REVIEW OF THE REFERENCED INFORMATION ANO CONSIDERS IT APPROPRIATE FOR THE DESIGN OF BRIDGE No (s) 55-734 & 55-735. HOWEVER, M&T AGRA, Inc. DOES NOT GUARANTEE THE ACCURACY ANO COMPLETENESS OF THE ORIGINAL BORING DATA. -------- RELEASED FOR CONSTRUCTION t5. R. »,..!!)~ PROJECT ENGINEER DATE DIST COUNTY ROUTE 12 ORA 73 POST MILES TOTAL PROJECT SHEET TOTAL NO. SHEETS ~E~;°' REGISTERED PROF'ESSIONAL ENGINEER &v~ /.i No CE 21-10, up.J-Jf-.9. PLANS APPROVAL DATE M & T AGRA, Inc. re:c11t1'c Ceotechni'col and Environmental Services 1290 North Hancock Stn1et Anaheim, Co NOTES: 1.) 2.) ELEVATION AND LOCATION BASED ON SURVEY BY COAST SURVEYING Inc. BORINGS LOGGED BY LEIGHTON &: ASSOCIATES 3 ) CONE PENETROMETER BY LEIGHTON &: ASSOCIATES 4.) BENCHMARK. MSL ELEV. 200. 173, TOP OF' CONCRETE POST, 0.2 MILE NORTHEAST ALONG THE BONITA CANYON ROAD FROM THE INTERSECTION OF' COYOTE CANYON ROAD, 75 F'EET SOUTHEAST OF' THE CENTERLINE OF' BONITA CANYON ROAD. 5 ) NSR. DENOTES NO SIWIPLE' REC.OVER'( ELEVATION 70 a:: ::::> -----------------~ I{) ::,; ------~~-'----------------------+ L... ------------------------------------70 :i: l-a:: < ~ 0 + co co ~ L... 0 I-~ o:,; 60-------------------------------------~u..----------------~- ;1; o ELEV. 56.0' vi ;j H-1161 _____ _ GROUND SURFACE ALONG PROPOSED MACARTHUR BOULEVARD OC (t 50 ------------------'<------ ~ 1-.J ~b ELEV 48 8 ,_C/l ~ a 4 0 C-1156 100 200 F'nct1on Ratio (,:) TTp Beonng (TSF) 03 90 16 140 300 10-9-90 ELEV. 59.0' w o co ~~ < . I-0 C/J N -iO----------------------------------~,o~--1~9~-~9=0 ___________________________________________ _ -20 PROFILE HORIZONTAL SCALE : 1" = 50' VERTICAL SCALE : 1" = 1 O' H-1164 072': Light gray medium to coorse SANDSTONE with some silt, very dense, 9eturated (SP-SM), highly micaceous, friable, unifomily graded 080': Loose 085': Medium dense a Chlngld a 1111 ad Al Bultt Date: OCM RELEASE -30 --------------------------------------------------------------------------------r.1-.40,..--,...--r..,..,.--r.-.r ,,-,...,.,..--,-.,..4• --089': Very dense ________________ ..,...U,,ill._..Q ... J._.W_,_ __ 10-9-90 ,:oR CONSTRUCTIOl\l STATIONING (f MACARTHUR BL VO) 165 170 JOB No. 192-244 • 60 50 40 30 20 10 0 • -10 -20 -30 T.E COSSAIRT ~ TRANSPORTATION CENEFOSTER 55-734 MACARTHUR BOULEVARD OVERCROSSING DATE -....:;........, CORRIDOR AGENCIES ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 2 3 TCA CORRIDOR W.W.CER POST MILE 23.82 LOG OF TEST BORINGS 6 cu 12.-~~z. DISREGARD PRINTS BEARING REVISION DATES PRELIMINARY STAGE ONLY EA 102.!5''40 EARLIER REVISION DATES ---- ------------------------------- - - - - - - - ---- ------ - - ---- - • I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I J