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HWY 92 and HWY 101 Separeation of Left Bridge
GIST. COUNTY ROUTE POST MILES -TOTAL PROJECT NO row sown 04 LW 92, /o/ 7/1 91772,; // 9 /53 499 kr 440 65kO i8/R=/0,000 11% �' Lv7r 4/841198193 "S 0.0 ' B,3 L "L /re rn M3 4/79°30`25"6 Q kr /0, 060 „EF' L%he £xi,5/. Di' 35.27 G�J /5 '.Ccp 4.79 (AC) cm CT - 6 2.5: 01' I/ 250 249,477.0 Beni 20L N79190/2.5"E 25/,'/9.0 Zr— 4 C's', R 25/#90. o /2 // 9.0 b , 7 2521'750 /0 O o 4 NJ 4 4.0 25Q 2L✓/ ,� `2 253#55.0 n%a ¢ `mo`•o e• 900 N h 'I- c 0.0 I' 254,435.0 s9. t tS" as - 2s @ 83"Line\ 6 ,@ 9500'14j\ 0 7.0 250 c9,2)‘3E4' Inc„ 514.9t ‘52735-252.2 rib ("GC) 4" 1 4'94°2/,93"E 250 3. AC) O / G 2 a \I 52 20 B M5 R AC es LAM `;4/./G t"F3 (44/ ) Sot 29 /0 Foand Lead 8na' TAc, /:7 S sideivai,t on exi5//i^9 do/o'9e Ho. 35-27 30' Lef! '',95" 250* /0 (AC; 2,4 icn � O rn w C's ti i.n Cb 13 1$3 252 Ex/5f ,etc 92 ED Ramp eieonlours Eley, ire lop hinge 4) lot curb 0.00 es. 254 For a/thernerl //es at-lc/do/4 AC pike (Ac) 0 see eo- AC 2.51*02.0 11 56 2 2 t3/43 eN SC, 256 -2.0 ice 01 rel :•41k71: %:\i(r\r: 25 Medign DESIGN ENGINEER REGISTERED CIVIL ENGINEER NUMBER Oc,tober /98/ IZN 250 2.0 257493. 0 259 771 PRELIMINARY INVESTIGATION SECTION SCALE ALIGNMENT TIES DATUM PHOTOGRAMMETRY AS OF 7 DESIGN SURVEYED TRACED FIELD CI-IKD COE CHECKED ROR /-80 DETAILS QUANTITIES Checked CALIFORNIA DEPARTMENT OF TRANSPORTATION DIVISION OF STRUCTURES DESIGN SECTION BRIDGE NO ROUTE 92/101 SEPARATION- LEFT BRIDGE PROJECT ENGINEER POST MILE FOUNDATION PLAN 3 0 0145 ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 2 CU 01270 Disreiiard prints bearing earlier revision dates REVISION OATES (PRELIMINARY STAGE ONLY) SHEET 4 259 3HY AC P.gr419 ti ti AG g J //7 \ L P494 259f8!.00 260,4 82.0 -Ng" Line 1 \ i LM six -.92/-R IE/e v . ‘,;.20 FO'- steal C',4/C brass Ask, s/ n x cpl X-92/ /P 4 Fe Lick 95' eel Bj " 277 /5 2- 0 )v I FCC 5/06 SCALE ALIGNMENT TIES DS 0149 75, .Boo, 4 PRELIMINARY INVESTIGATION SECTION DATUM MSL A4" /Pn PHOTOGRAMMETRY AS OF: SURVEYED By FIELD CHKD 13' ROR /0.79 -- 4 4 DRAWN v �p G TRACED By CHECKED IBy mope 262*2¢0� 4 263 4 e'cor,/Ours For a/ir/emen"f /ies and data see ';4/temen/ Layau/ "and 'A/inerrienf Layoul Do/a "shce/5 0.00 /2-79 /-Sl /nd -g/cs bo/fon: o/ //j e/cv. DESIGN DETAILS QUANTITIES ,4 1/454,410 tie., a. Sty Checked Cheeke P0DA /2/.C..,' ra< tetra, 9 ORIGINAL SCALE IN INCHES FOR REDUCED PLANS U yin _019 t -Al pp I J / ,W k Pct ,e � h N 26=0 s5'/ 264 263t66,0 264 446.00 R= 4, 400 LIZ 12=3,000 Pi rrt t 1 State of CALIFORNIA DEPARTMENT OF TRANSPORTATION Mir 1 2 3 Cu 8l2/f? wo /N94G ,5'/ A M9 Asa m. DIVISION OF STRUCTURES DESIGN SECTION PROJECT ENGINEER KY. Gt\,SZD 265+26.00 BRIDGE NO. 35- 252 L POST MILE R//.5 266*06.00 26G COUNTY 04 B. POST NILES—TOTAL PROJECT T//. 9/772. _ /1,9 TOTAL Innis /54499 '7/, DNNIRM CNOIN EER QFG ISTE REC CIVIL ENGINEER NUMB ,,,E APrent October 26, /_9(_:-.3/ 266,'84,45 267 N N. N 269 -4 -6 "- ' \\\ MTe`lo/ 5/Drag ° \\\ �_� �-�—, -�_1__ 3 L L /i e Pk- 35252-/D ROUTE 92/101 SEPARATION— LEFT BRIDGE Disregard prints bearing earlier revision dates --ow FOUNDATION PLAN 4 REVISION DATES (PRELIMINARY STAGE ONLY) h tentY v II SHEET T OF to C3 + -8.0' -70' 26 4 `6 - /3.0 B3 Lime 2687'25.00 269 + 541 "X-52/- R E/er G. 20 Ed- s/d CNC brass o'is4 s//rmoed X -82/k" �i7 Fe Line 95/e/ 273 "277 /5, WS E/cv. -4 Dec 72 -4 -2 4 4 2 0 -70' 270 2697,6'500 To 1-/e 0,7 -70, ,\ 27/#0540 -6 -4 -6 4-9.5' 4-6.3A ‘c°27/#95.00 272# 7„1", 00 a 4 4 2 2 4 4 0 ' -4; 6 / e V Q ski -5.0' F 1\273055,00 \ C sat N ? 5,V 4 4 -7.0 v Nt- cko h 4 —4 • 9 +4.8 • 4 O Marine/4 Lagoon ,orescn//y being fi//cd ay/side ,iy4/ of way • 273 II N No/c + Deno/es spa/ See • 2 con/en/Es For a/temen/ ties and data see "A/inemenr Layout "and 4/»7efl7en/ Loyau/ Data' Shee/' Deno/es piles /no'ica/es ba//om of F/9 e/er PRELIMINARY INVESTIGATION SECTION SCALE /= 10, DATUM ,W _ PHOTOGRAMMETRY AS OF 8-10-7;' DRAWN H 4i5 '2-79 By DESIGN Chcrkc�� SURVEYED 13y TRACED H 965 /- gs ALIGNMENT TIES DS 0145 7 S. eaa4 FIELD CHKD Lay ,eok' /0-79 CHECKED 13 R -12/e -r80 DETAILS QUANTITIES By 4. SAn/o By K /t'. `% Chet: a Q-8/ pe: E 9-1/ ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 9-8/ 9-8f State of CALIFORNIA DEPARTMENT OF TRANSPORTATION DIVISION OF STRUCTURES DESIGN SECTION BRIDGE NO. 35-252 L O N 'N. O O PGC Coa/, P Coot 0 N O O N N DIST. COUNTY ROUTE POST MILES -TOTAL PROJECT mom + TOTAL NO /551499 04 1 SM 92,/0/ TI/, 9/772,9,//9 (1\1.6. e1erx 2zo DIMON ENDINIER NEBISTCREO CIVIL CNBIN „TEA.. .,. . f Ober es, /98/ 276 0 o 4 O To Na/f Moon Bay ~'20 22- /Q = 9,500 IAI Tv 44?Y/.v19eC C 6 UMBER 6 g- /0 -'/2 /2 /0 X-32 /-R OR - x52.52 - /E ROUTE 92/10( SEPARATION - LEFT BRIDGE PROJECT ENGINEER CU 012/0 WO /J46a/ C. 1 \, St - POST MILE R //. R Disre,iard prints hearing on.rl' 'r n•NISIon date. ---y. Pic FOUNDATION PLAN 5 REVISION DATES (PRELIMINARY STAGE ONLY) SHEET 0 7/ %r 'A3 t4* n Edge of Deco R= 9430,251? L See 'Approach S/4b - (.4.0 Pavemer /)" shee/ =— "_ rr;ciicafGS ve.rllcar pile. 4-- Irra'/'ccr/e.s ha/le-red pa•% 1:3 20' O" Tioic©/ L sL 48fof 7 r- 6 _ r2 6'-o" 4 I Q18enax belch einel of c3huf se..creolv A -A r Edge of Deck 1e: 948_150' r„83•-L/iye ,2-9500 L AN a9 4- */Ix2S`-p" tot.2� 4 9 u ' Inside.- Dace , g ere ou7'5i 4C. Puce Nr�IC IN✓ALL LLLVAT/QN sccrioN a-6 /-4/ ¢ r,-IserI, -See 'Conceit Barrier Type Z7 (Alodifi°d) 'shed 57 ets P U) R DESIGN CCesiartait,e---, re( DETAILS R 2--S1 q„ c rl - oh Checked —tie/5 Abut rein f Girder rein{ • '5 e7% Abu/ 1 e 9 GVn9nvi// reini' ._#5 2 CORNER DETAIL DIST. COUNTY ROUTE POST MILES —TOTAL PROJECT SNn T TOTAL 0 4 3,0 'a, lot 77/.9/r/21,//19 /56 499 DESIGN ENGINEER DATE APPROVED Edge o f Ceck G/5 B2ou REGISTERED CIVIL ENGINEER NUMBER Oc. fiber 2<0, /98/ • 9-5/ 9-8/ QUANTITIES DS D' S �, �• -P; 9-t/ ORIGINAL SCALE IN INCHES FOR REDUCED PLANS State of CALIFORNIA STRUCTURES - DESIGN 2 DEPARTMENT OF TRANSPORTATION - \\ CkA,- a._ e, c tk, 5Z-0 PROJECT ENGINEER REGISTERED CIVIL ENGINEER NO. 2 1 Cu 04Z/0 3 I wo r3465r BRIDGE MO. 35-252:4_ ROUTE 92/101 SEPARATION —LEFT BRIDGE POST MILE R/fez 1 ABUTMENT 45 L Disregard prints bearing earlier revision dates --i REVISION DATES (PRELIMINARY STAGE ONLY) I SHEET IS OF °C3 tdde of Oeck L I et Co/. '"// can / 37!0# /0 O " ' Cot I I I 1 I I t I I I I I I __I L- /2 Ali [U] 6&.9 i Typ l ---1- /0 /0 /2 I /2 /2 1 /0 /2 1 r — — r I I I I //con/. Z Co/ /2 /4 /4 /? /2 831 Line ti I I IL /4 /0 /4 /? /oo /2 /2 Edge of Deck I Ben/ 0 Z ---- i r -- I I C- I I TOP REINFORCEMENT --I r I I I I ,,5-f Co/ /4 /2 /e /3 /5 /5 -1— /4 /4 /4 /2 /3 /3 /2 /3 /5 /5 z -f Be/ween Co/ BOTTOM REINFORCEMENT siege / construct/on your` PLAN Siege 7 J / •30- /4Z A / /2 - `-- r - ----t-- -I I I y I den/ No%: 1 41/ reinforce/nen/ 1// un/ess o/herwisc no/ea' Nun,6ers srf ends of lines that/cafes "Ws/ea/we in fed from t Column for tog reinforcing and f <ivern Column /or 6o //om rc,i Bc/ ,C Bandied bars shown/ /his •0I —1334 C/i7e ;`5 e 9 i ryp.)- LLJJ 5T/i-uo 9mrix Spec/n9 d x 4 ¢P7 S /Iota;. arias --P 8n6 it'3" 413" /9 f,5 s/ope Finished grade A � tf9 me,r ELEVA T/ON frq/Ix /20" 16 Ben/5L-i/[/o/36 Ben/6L-t9L/of 30 Lap ,5p/ices no/ a//owed 4 C/t' a f 'I DESIGN DETAILS QUANTITIES OS 91:9 By B Sanjo A 4-13" 4=3 g /2 /ngX *GU /20.5 '/4 Cs 3 6aM ways. Hook around /op and bo/loin ma/s. C' 9/nax 0500 Spr4 / e I" plot e /sent 5 oily Run off on bar as shown 17/0/24 _-- d 7 tof 20 t9 IS 22 '1/0 /o/ 22 Notes No /c : For Fooling fl/on see Oo//i/g fi/an -Bcn / 5 L, 6L, 7L E /O [ " shy'. Den/ SL foo//rig shown. for Ben/ 6L foo/ino see "Foo/thg /c/en - Ben/ 5L, 6L, 7L S' /OL "shi. 4►/z" Direction of weld SPIRAL SPLICE DETAILS WELDED OPTION I. Butt weld to be made first. 2. Butt weld to be in flat or horizontal position. 3. Lap bar centered on -splice. 4. Flare weld to be made in direction shown. 5. Lap bar equal in size to spiral bar. Limit` of Br. Oc/ DIST. 04 COUNTY j41/ ✓/ ROUTE 92, /O/ POST MILES —TOTAL PROJECT Tir_ 2/r,e. 9, /I 9 $VT TOT* "O. SIIUTI /5T 494 ()ft .6 O , .>a DESIGN ENGINEER DATE APPROVED '15 for 7 520o REGISTERED CIVIL ENGINEER NUMBER l O 7 if=br 2‘;). /28/ dis/ri6a//on rein/. 3 51-1" 2.74" 94 /a Beni • O--• •v• 1r• •-' • • •� con//o/ l S/i»ru,os • • •l. • • Ih lfr OM/11. U5' '-'V SECT/ON A -A /0!Ow mar end var/es C/earoncc /2 /711 C40revizf. i„/,o" Checked rJvti C-8/ Kam, #. S��; 9d/ 6 eked Ecked !irk . edt eri VIA ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 State o CALIFORNIA DEPARTMENT OF TRANSPORTATION 1 1 1 3 STRUCTURES - DESIGN BRIDGE NO 25-262 L C t\,17,7-0 PROJECT ENGINEER REGISTERED CIVIL ENGINEER NO cu Ode/0 wo /3,,,/&;/ PAST MILE zit g i ROUTE 92/101 SEPARATION -LEFT BRIDGE Disregard prints bearing earlier revision dates --1 RENTS 5L AND 6L REVISION DATES (PRELIMINARY STAGE ONLY) SHEET F 1� ! a3 • - 9:c to D —o• I G` DIET. COUNTY ROUTE POST MILES -TOTAL PROJECT •..•T No. TOTAL / .(T. 04 ,S ' 92, / ,/ r//, 9/-/2.9, //7 /58.499 Cdae of dee& (- 0 9 /nax `6 S6!O" B3 L Line at ca/. -Z, "// gun/ z COT -7 1 1 1 L-- ---J 1 I l 1 I I L --------__I L. _ . ... 1 1 1 1 --1 I-- I I --- --J I I L I I J I T— I I I L ----_J L------- I I -1 i I 1-------__ I 1 J I 1 L...._ � I I -- - - J I-- 1 1 4 / \ 1.5 /5 �_ /4 / T' /5 / — — /4 ' /4 --" (____4--‘/.,__,__._I_.__4_____ — 11 / — 6 /6 /5 / / / /4 _ .---.� _ _ _ I I I I I I 11 . I i 1 I I I I I I I i I acttuo spacing d xc c pt as fct¢ y v naJ b Co/. TOP REINFORCEMENT rs ' Between ea/ I y f Co/ /4 /3 /5 Ben/ 4 /3 /5 // Con/ BOTTOM REINFORCEMENT PLAN /-0" s/I I Cons/, join/ /1/e/c : soziiew B t ,Z Edge of deei € tern 41/ reinforeemen/ 4// an/ess o/herw/sc noted. Menn6ers of ends of Airs Indicate d/s/encc in feel from f Column for /op re/nforcemenf grid ,�' Between Co/amn for 6o//oen re/nf. Bundled burrs she w/7 /he/5.- as— L/ne -t 4-3 2206 1, 01/2 3" *4 4-3 max /1(16 I I: I slope F/nished 9radc thr (p9 mar. 16'6 EL E VA T/ON P4" 1,0/i = 'i5CD 6 at 4-13 /e max *GIE /o/ 36 4op splices not a//owed J /7_5 9 max. 'ham ways. Hook oroand tap and 6o/%m mats. No% For Foof/i79 PAM and Co/u/nn 6-come/rte.'s see "Footing Pion- 5/, 6L, 7L 8 /0L "sh/ Run off on bar as shown n5-00 s/ara/ gq"Pto,t 41/2" I Z/nit of Br i»t dis/ri6u/ion reinf 3" 75% pen min 4 5" lap bar Direction of weld SPIRAL SPLICE DETAILS Notes WELDED OPTION I . Butt weld to be made first. 'j. 2. Butt weld to be in flat or horizontal position. 3. Lap bar centered on splice. 4. Flare weld to be made in direction shown. 5. Lap bar equal in size to spiral bar. 7 to,' 21 d7 /o/ 20 '9 tot 22 --*/0 /al 22 • DESIGN DETAILS B Checked \\ O\ es.-.- dy +.t-2. w BY 4 Santo a- 9/ BY ti sue`; 9- e/ r; via/ .; QUANTITIES DS. o1 ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 CALIFORNIA DEPARTMENT OF TRANSPORTATION 1 State o STRUCTURES - DESIGN "..w PROJECT ENGINEER REGISTERED CIVIL ENGINEER NO. CU 047/0 wo /3465/ BRIDGE NO 35.25' POST MILE TV//L /al 36 15 C D C), • 0 lir. a 6' "L DESIGN ENGINEER DATE APPROVED . c/ohe 8zoo REGISTERED CIVIL ENGINEER NUMBER .� CO I - Ben/ 415toi9; s,3 2.17 u 2-'77 a a - • • 41 a a . • • r Y R M'rr 1 M UP M -; -4-1-4-7-41 i TY . .—'-� 44// fo/ t Pk, ,r// /o/ 4---.&2"--Ar eratoe - � 0--0011--II 417 61 • • �. • a fa �1. i Omit wooer `4.-_/ bars SECTION A -A /2 . /,o,/ /8 6 /0 C'/cara/zee to mail; cap re/if I 3, a • a a • N SECTION B -B // Y •• e t /"fa /O ' 0 " ma,r and vorrics t t for de/a//5 no/ shown see lee/ion 3=0" 5-'0 SECT/ON C -C yP"/'0' 616 " Co//sr iBen! 9 /'.r /4-O "to/ 21 *:=9 L 1. °/°/ cJ s,0„ 3 0' 3/ 4 '0„ XV� SECTION D -O f den/ 415soira/ de L I ROUTE 92/101 SEPAkAT 101\J- LEFT BRIDGE BENT 7L Disregard prints bearing earlier revision dates —i REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF zo ; t d.v • Edge of deco ----t PEP tCo/umn 1 d - I I 11 I I I 1 I I I L __1 L --___-_-J L_ /2=0 L _ _J 1_ /6 #// cont J L 1 II I I 1 -_ --__J L- ¢` Co/umn 41 Be L Lire I I I I I I I I I I I I - L ---J I // 3 /4 / G // /6O /3 7/ �r /4 /0 3 /, i------� r ------- r--- -----1 I I I I I I I _L_ I 1, L I L Outside face exterior girder soffit 'rte LEJ 1 c' 9(tty/o) 20„ 0 mss 9 (typ) /4 ti Co/amn1, 4 /!o PLAN- TOP RE/A/FORCEME/V T t Between columns /0 . Column r I I // /, ,/ 3 Bj L L /ne /5 N 14/ 3 ,# 7 -tot. 20 is -0* ?_.4 1 i�- Edge of deck (11 Bent /¢'Bent PLAN- BOTTOM RE/IVFORCEMENT. I Column %4 „: / ,0„ #9 x /4'-O 9 per __Stage l _ Stdge 5 C side, total /8 rr es .# V @/ 5 6 /kV) \ti 8e 1----E Column • Outside flee exterior girder @ soffit esB3L Line 5'0" Level 5'0" Construction joint @ 9max. 87-/ /.•/ , r/age q//4r0Nrld - Finished �+ grade ✓� • .. . I . • • • r-- Lci mats. *9- tot. 22 r- h,i of � Lid r—� C.1 22- s/0 Mote.' A // reinforcement #// unless otherwise noted. Numbers at ends of ,bars indicate distance in feet from column for top reini and g4 between columns for bottom rent' Bundled bars shown Thus- #¢ f @ 3', both ways hook around top t bottom ELEVATION m 4'.3"' 1/-3" fyt /2 rbax *G'[ Varies --I W/, /7@5 H- @ 9 max _ Run off on bar as shown Y4'1 / =p" Notes 5" lap bar 4112" �' f ent DATE APPROVED 5'- 3" DIST. COUNTY ROUTE POST MILES -TOTAL MIMEO ISIS? SR OMITS 04 S M 22, /0/ 7/1.9/r/2 9, /19 /59 495 8Zoo DESIGN ENGINEER REGISTERED CIVIL ENGINEER NUMBER ac/o4er 8tS /961/ 2'-77e 1 2'-7%" Limit of distribution reinf. .# // •tot. /G, See "Plan- Top Feinforcement. #6 a1 Stirrup spcir/y e xcc/ct is rota #// con/ tot 4 #6 L U-- #7 tot 6- SEC T/ON C -C 5rat19 tek m� 0/77/14 upper 'It 4L -J 3" • _te r 'T— 3'. # G @ If dosed stn -#p t/dr&ho/70,77 of da,t fa/Iat wne /fi co/rmo arch, #//• tot /0, See "P/art - 1 Bottom Varies #5 6, Top 6' of co/umn #B L #5QD Spirals Bent? #9X/4'0' 9 per side, total /8 75% pen rein Direction of weld SPIRAL SPLICE DETAILS WELDED OPTION I. Butt weld to be made first. 2. Butt weld to be in flat or horizontal 3. Lap bar centered on•splice. 4. Flare weld to be made in direction 5. Lap bar equal in size to spiral bar. • position. shown. SECT/ON A -A s,0„ '/#2 .I : 11-0" _spec/umn Ii L /0 0" 5"c 0 Bent? #5(3D Spirals @ 34" pitch • t”z11-0" Co/umn -2 (o'- 0" #Ii L - tor. 30 3:8„ 3,3„ 61-6" aims SECT/ON 5-B /,o„ /Pelnfo oeL /o/a/ B czs V DESIGN YO\ Checked . '. )^ e2 DETAILS ✓. Dent -ay `ft'/ Checked A. V. Lee.. QUANTITIES OS 0!79 'KJ/ D.sal?. 9-9/ Checked lirC ORIGINAL SCALE IN INCHES FOR REDUCED PLANS' 1 CALIFORNIA DEPARTMENT OF TRANSPORTATION 0 State of 1 2 T 3 STRUCTURES - DESIGN BRIDGE NO 35-2570 ROUTE 92/101 SEPARATION- LEFT BRIDGE C \\)S2-0 PROJECT ENGINEER REGISTERED CIVIL ENGINEER NO CU 042/0 wo /3465/ POST MILE R /L,8 ad prints hearing earlier revi.Aion dates BENT IOL REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF ZI q3 DIST. 04 COUNTY s/14 ROUTE 92. /0/ POST MILES —TOTAL PROJECT r//. 9/r/2. 9 // 9 SN." NN. 16014 ---,yr 7-c ten/ 4'C/r /yam e /of /7 bo/4 /rays 't9 4/1/5 ho/% ways l r.�i^J vGl iQ C (t 3'max. ba/h ways, Nook around /oo and ho/%rn ens/. ELEVATION BENT 6L No% : For de/Ails no/ shown sec £/evstion 'ten/ 7Z sh/ +) 4 413 /-6 (t) I r) a 'O • .5(S4 -'O /2,0 7=6" I 7/6" /s,O" FOOTING PLAN BENT 6L % J/1041 4 J I / i ) <4 0 I- • 4 spaces O 4-'3 /0= 0" 7.,O„ /010' 20 0" FOOTING PLAN BENT 5L,7L,IOL „ /. 0 1, 'Ben/ • • `•^.1 ei2L - DESIGN ENGINEER DATE APPROVED Bzoo REGISTERED CIVIL ENGINEER NUMBER Oc /Set' et 121, 7.7* Cot � N ,S• O N •I Zevc/ ion COLUMN GEOMETPICS k' ,:0„ DESIGN B DETAILS v 'tZ�a 4. Santo 6-8/ Checked ). Ncymo.9u4ahI Checked ..). Hoa.rna±v,cht 327A tuis /A.YLos A.4. Let QUANTITIES OS D1:9 BYK. ORIGINAL SCALE IN INCHES FOR REDUCED PLANS State of CALIFORNIA DEPARTMENT OF TRANSPORTATION 1 T I STRUCTURES - DESIGN BRIDGE NO. P5 -252L ROUTE .92/101 SEPARATION — LEFT BRIDGE NR. C i PR„I;E FOOTING PLAN- BENT 5L, 6L,7L 8. IOL --� n,.... :h,.� ��,Szv ROJECT ENGINEER REGISTERED CIV L ENGINEER NO. Cu 042/0 WO /3465/ Disregard prints bearing cartier revision dates --i REVISION DATES (PRELIMINARY STAGE ONLY) %1/g/0 J SHEET L (_ OF eN 2L c7 BUT. COUNTY SORTIE POST MILES -7..r,.: PROJECT Edge of Jeri Edge of deck ✓�\ `-- // 1 0 Co/um 2 "Sw"L/ne 0 Co/umn -2„, Cont, 1 r-11 I I t1 -------__J L__ ¢' Co/umnze, #// /5 1 1I I/JL L /5 I I II _J_ L e i Oj L „Line L_ — e /5 /7 /5 /5 e -----� �— I , 1 &ent 6 shown, fen/ 1/ similar Outside face exterior girder #7/ -1 1-------- ,--------i �r 1 1 ' I + -1 1I I -I — rt fi r Ir Construction join t 8Th *PLAN- TOP RE/IVFORCEMENT @ BENTS: CL //L J-4 fyp. #// root q'Co/umn #7/ . 3/ire„ =/ Lo" eo/u m n _-Construction ;01 t7 A Column ?Bent Edge of deck r __J t / • #// 'PLAN- BOTTOM REINFORCEMENT @ BENTS' 5 //L 3/16`/0" --' pC'o/um I SW "Lthe sfiCont Co/urnrl -7 #11 Construction joint I 1 I I ----- ---_J L— I I rI I I I I I I I - J L_ J J L_--_ —J L- --_J L -----J l—_^ /6 /3 /6 /6 e CO/umn I I I 7f'gent --Outside face ex/et/it girder I. Line -I I Z ---1 r---- —t r I 1 1 I 11 1 -1 Column /4 /6 e /3 /6 ' /4 /6 /6 CC 1 I I I I --, r — — II I —1 I— I I I I r------1 r I I I t I PLAN - TOP RE/IVFORCEM. EMT @ BENT 9L 3//6- /,o„ 1/ Co/urnn *// sCOnS!roc/ /On Joint ¢' CO/alp/7 --- #// r • Ou/s/de face of exterior girder -� ?10" *5 \::Ler P fyie La, and 1 #// Cent 6U1tot 4 @ each enoe 4'5 -gCo/umn 4'3" ft -See "Detail A PLAN- BOTTOM REINFORCEMENT @ BENT ..9L 3/1611 7 PO 7 7e 7&/2 C 24 3e8 561e in 3&i @ /B @ 84 Column #G7 ft —M(1/2 - e 4`5' 4=5" 66 /O i 406406 3@/2 3412 4081 6€/C @8 M./ t4 @ 24 @ 24 34a EL EVA 7/0/V Cons/. It ?Column ry,o/ca/@ Columns 4&/2 /0@8 I4&/ y.8 40/5 M8 ",93L "Line #6 4=3" 4f3" l % in ,Bent Edge of deck Outside face of exterior girder Sent • tot /1 overt exterior co/umn— Th ', totr ¢ over- i inter/// o - 04 sM 9C 9/r/2 9 //9 ‘/ DESIGN ENGINEER REG19t -RED CIVIL ENGINEER NUMBER DATE APPROVED e Co/umn #5 tot-// • 3" TIP ac /elez 26 /98/ Limit old/sir/but/on re/nf., transverse deck rei of ' (Bo- e colurnrnn `* Construct/on Joint I r# // N\ ��/--nt tr#914„so//ce stager U taye S Cons/. Coast, DETAIL #/1 2 @ Dent 9 w6'r s A #B -tot 4- #5@/8-- ac/n txCept AS /rotad Co/urn /7 1 4-- 4'6 @ /2,e% dstr/epic' t/rte '.1.z.7">on; ofdack F///a t,rr/hen as/q#717 ars?. -# // See „ Plan- Bottom /Fein/re BentsBl//" view, 44k41 Omit upper #4 L -I 2.7/" 2'772" 5 3" DENTS 5Lf//c SECT/ON A -A Z `/=O° '44,h .,C/earance to /12a it? cap fielaf: i/I, tot /3 //, See "P/an- 5ottom /feint: @ Dent 9" view, %,:pt en Note; for details not noted t ( see "Section 4-4" @ BENT 9 L -EXTERIOR COLLJMA! S ECTI Ok B -B Xe"r /'o" P(o/umn • a - • J Note: For' details rot noted see "Section 3-,e3" I * I/ - tot. 7 e BENT. 9L - MITER/OR COLUMN SECT/ON c -c 7e"-- l -o" Note: Number at end of bar indicates distance /n feet from ?Column for Top Reinforcement DESIGN DETAILS QUANTITIES OS 01:8 vi ave. 7-9r Checked +lalrta.t�h I P. `l, l.e.e. Checked 3. 1�a.. ado rah C.Wksed of' iie-rit,ilre.ffrett/ Y. Lee_ ORIGINAL SCALE IN INCHES FOR REDUCED PLANS State of CALIFORNIA QEPARTMENT OF TRANSPORTATION 4 0 BRIDGE NO.. STRUCTURES - DESIGN 35-252L �L. << . ),Irr-,.0 C.t1SLU PROJECT ENGINEER REGISTERED CIV L ENGINEER NO. CU 04 2/0 wo /3465/ POST MILE e /18 ROUTE 92/101 SEPARATION -- LEFT BRIDGE -...,ar.l IIFIIIH hearing earlier revision l:(es --ir BENTS 8L t 9L & AIL REVISION OATES (PRELIMINARY STAGE ONLY) i SHEET OF 3 Z ; V 1.7 la Silage I sfapc 5 `•� 0 Ca/umn -� Construction OI Joint ,t/ote: dent 5L shown, dents 9L and //L similar , "Expansion 1l fillet //e,K8' o„x 26" Depressed key ¢I Column= ,rey III, 6„i /,6/, -121 Level? Finished Grade -% /e " Expans/on joint filler 0 Exterior Column 7- 0 Footing Dowel, /o/,I2 • 1-1-- l'6 " 3 spaces _rot.' 9'5" Typ' /2=0" Type IL6' TYPICAL @ 8L ¢'/IL,EXTER/OAP FIGS. AND 9L , ALL. FOOTINGS /5 0 5'-O" /2'0" Parabolic T YP I_CA L ELEVATION 0 Interior Column: it Footing z-- ly"x2,6„x 2,6,• Depressed key y "Fxpans/on jt filler geent 5" 5 ¢'Column= */0% Dowel, Tot 9 6'-0„ TYPICAL @ 5L f //L INTERIOR FOOTINGS FOOTING PLA lV 74 '= /#0„ DESIGN DETAILS QUANTITIES DS D139 us By. 'as 9 slet lbws. YA<RC, .544v 9- et/ b ,< Run off on bar as shown #9 x/41-0" 9 per side, total /8 #/O %DI L See "Fooling Plan -\---- �'-- #7 tot /3 #7 tot/3 C /A•, srls #5 Varies —#9L-Total 30 min wart *7, Tot /3 Both ways Top mat TYPICAL g 5L, 9L 1Q Slope all around 010 3' Both ways, Hook around top and bottom mats, W is tot. /3 fi/O, foil/5 -.7 C Exterior Column= Footing gooTING ,2EiNFGieCCMENT 41/f A �75% pen min 45' 5" lap bar #/0, Tot /3 Both ways Bottom mat Direction of weld Notes SPIRAL SPLICE DETAILS WELDED OPTION fhecked .J , {}prn ocy,, .4N + hecked . 14arnao�uch: , fi •`j. L. ee h coed ✓ DEPARTMENT OF TRANSPORTATION A •I Lee. ORIGINAL SCALE IN INCHES FOR REDUCED PLANS sk ' 0 State of CALIFORNIA 1 1 2 3 01ST. COUNTY ROUTE POST PILES --TOTAL PROJECT inill /62 rna 49' 04 SM' 92,70/ Tii9/772,9 /Z9 Sze° DESIGN ENGINEER REGISTERED CIVIL ENGINEER NUMBER � OcJo6 er 24 /9B/ DATE APPROVED Varies SLJ06, Top 6' of Column 41$(0) Spirals-, SECTION A -A SECT/ON 5-B 5 "CIr #5 CD Spirals 3/6"-z/1-40" 3/8,r:/,o. I-- Co/umn SECT/ON C -C 6'-6" 9 Bottom portion of column (varies /n height) I. Butt weld to be made first. 2. Butt weld to be in flat or horizontal position. 3. Lap bar centered on splice. 4. Flare weld to be made in direction shown. 5. Lap bar equal in size to spiral bar. STRUCTURES - DESIGN C %NJS2-O PROJECT ENGINEER HEGrSTEAED CIVIL ENG:NEEI1 NO CU 042/0 WO !3465/ ir'tdn'brc'�1`m " �""-'.y`4�'i`ay.JM•C�4:�:.�.n.,��.TY�t`:-��+w+Ctik' POST MILE 2 //.8 3/B"= t=0" ROUTE 92/101 SEPARATION LEFT BRIDGE COLUMNS & FOOTINGS @ BENTS 8L)9L & ilL isregard pru,l, b.'aring earlier revision dates -------i REVISION OATES (PRELIMINARY STAGE ONLY) SHEET OF T 2.4 iu.un :.rte - x_. DIST. COUNTY ROUTE POST MILES —TOTAL PROJECT SxnT No. TOTAL inns 04 S /Y>, 92 T//.9�T/2 2, //. 9 /6 3 49,4' '�► • a. &"14,u,_ v,,a szoo DESIGN ENGINEER REGISTERED CIVIL ENGINEER NUMISER i6en/ c'on? I I •1 L J /5 -tom I I I I L I I I I I I I I J L CC I #6 U & 7 ea, end `5 e .9max. ea. end cc cc con, 1 I I I I I I I I I I CC - ac 7 Bo//am /Pe/nlorcernenf r - I Too /Pe/nforcernen/ PLAN OF CAP /RNs /,0" 6'-3" -6'i Stirrup Sparing J11 111•- /)i s4 Grade ray o% FGoky EL E VA T/ON //4" /, 0" /Voles A// rem/. #1/ ,Gars IMES 5 shown oIhecpwse, xceinf, sy/n/n oboe,/ E ca/e, ,Bond/e bars shown %On: OD for Co/a nfi 1 Foofiry thfvi/s see "ABenfs /2L /hr/ /61 ,Defar4 d " sheef. DATE APPROVED L,f//d' lac f I _ Omif iitc truss Oars - _ L/,7fl/ oft). I dish -Abe bibn 4/rs disfriba/ion bars -�? a 3" 61-0" 4 "c/r. N « a Ora —n • M n a 24 -/ - 3='/7 ea, side • • s • • • --� • a 4'o /of 4 • ki44 m v k Omit Upper 014L_/,44,-.5 1-01/ • SECT/ON A -A //2// c/,D„ • Clearance /o main ea,o reinforcement Oc /aver 26, /98/ Noles: For .co/urnfi, /oohn9 end oie4or Orfai/s no/ shown, see "deals /2Z Thr# /6/ Dethws 2 ‘3 -sheer$ . By DESIGN DETA ILS QUANTITIES OS D"2 IS, /I/Po �f= eQi /Z/,1a 4,K) 6,..7.4-y,; Checked Wei 9 -1/ Checks ' s/e l ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 2 State of CALIFORNIA DEPARTMENT OF TRANSPORTATION --R'\ ov—_A— c `-s2-° STRUCTURES - DESIGN 2 BRIDGE NO 352521 ROUTE 92/101 SEPARATION- LEFT BRIDGE � i I PROJECT ENGINEER REGISTERED CIVIL ENGINEER NO. 1 ICU042/O 3 Iwo /3445/ POST MILE R//S BENTS I2L THRU I8L DETAILS I Disregard prints bearing r'arlier revision dates -- ► REVISION// DATES (PRELIMINARY STAGE ONLY) SHEET OF /I�Iy/�]//�t ' /; y�(Lf�R[�� �� / i ati Yk a 2 5 03 25 DIST. COUNTY ROUTE POST MILES —TOTAL PROJECT $"`t? MQ. �aT°Tl'T�t 01 541 92, /O/ T//. 9/Tim . // 9 /a Z9 O .011 '19x22 -0;/S - per side, Am' 30 varies *15 Cj #I / L , fa/ 50 # Beef /2 L , /o% .16 4 gent /3 L, /a/ so e Ben/ /4 •/7 /I// L, /aid & 7 B /.'/ s/ape a// arourna'-- varies # 9 \,/0730 Beau ✓dries $`5 b c' ')//(0,0 6' al co/arim------- 4"min,, 1 B 7 A i kb M q b 8 Finish Grade ELEVATION - BENTS /2, /3„/4, /6 & /7 //4., _ //-o„ te.5 ; _) spina/s 7(g /5,9" SECT/ON A - A ti I SECT/ON C -C #.5 CO) soir4/s leemt `8 L Iola/ /P genii' /4 /5, /4, /6y /7 6 dorebo//orn L' Beret #5 CD S///Z,VS- SECT/ON B -B 4'-/5.`2" rt 110-41 8=3" Co/urnr7 1i7t' 3/8"=/tpsi Co/uma -7► 41-4 72" 81-9" SECT/ON F - F Run off on bar as shown 3/4 5" lap bar 4►/2" 9\- E Best varies 4.5 5 esP6" /o,o 6'-O" of co/amn # 9 x 22--0" per side, tot 30 i \-b E f A <75% pen min 450 Direction of weld SPIRAL SPLICE DETAILS WELDED OPTION 3v DESIGN r Taca,2 s DETAILS QUANTITIES DS 0129 8'6F8 13 ace /41Che /2/so Checked_) L'A44 ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 S/6/ D ,,c,� ✓orxes /o/52e4eaf/3 /of, BZ & Bern /8 /: / s/a,oe a// groand Th £ 6" mio.--i Varies 405QDspi»A/s SECT/ON D -D ELEVATION - BENTS /5 & /8 • fi-msh Grade E F T,,o o1°7°04rxl ¢� Co/e nn /3 "9" 38 de0c7, ,. Notes I. Butt weld to be made first. 2. Butt weld to be in flat or horizontal position. 3. Lap bar centered on.splice. 4. Flare weld to be made in direction shown. 5. Lap bar equal in size to spiral bar. /My a.aC9 DESIGN ENGINEER REGISTERED CIVIL ENGINEER NUMBER C c {crier 24 /98/ DATE APPROVED sr W5 0. L,G'1rq/ fB L /o/o/ /2 Ben/s /5 f/8 qc `5 OD b e/'o/url�r/ SECT/QN E -� 52.00 T NO/Cs for Arno'toNing de/ails no/ ,shag,, see "Be -.7f3 /2L ThrQ /BL De/4th d "sleef, For ,w»/ tap a'fa�ls see ''Bents /21 mm/ /SL Defies I'shoe, State of CALIFORNIA DEPARTMENT OF TRANSPORTATION 2 3 STRUCTURES - DESIGN -Rr, C l",S2.o ROJEGT ENGINEER CU O¢2/0 REGISTERED CIVIL ENGINEER NO. ©RIDGE NO 352S2L ROUTE 92/101 SEPARATION -LEFT BRIDGE POST MILE. ,P//8 i BENTS I2L THRU I8L DETAILS 2. J prints bearing earlier revision date: --i REVISION DATES (PRELIMINARY STAGE ONLY) SHEET NbrSk G S3 2 1 DIST. COUNTY ROUTE POST MILES --TOTAL PROJECT SHUT NO. TOTAL swuT5 04 sM 94/0/ 77/.9/772,,?//9 /65499 Oct dram ,oi,,oe, see 'Drainage Defogs --r 0 Q 4 -'Y// tqo r e/n>. - ~// top min f. •••t.pol -f— re• •r ..-.2,.._:-=-4._ • r —• -- —I J ELEVATION - BENTS /2, /3, /6 - II fop ra1/If 41`4fO3'bo/h iI ways, I/oat around 4,0 4 ✓of/o/n ,'nth (typica/) •5/i6 /'-O /1/o1es.t For column de/ai/s gore s4ovir> see ",9en/s /2/ Tiro /8L ,Oe/`o//S d °sixef for bear' Coo de/cgs see "Ben/s /2/ Thru /11 ,Deta/4 I " sheer' 36 /•'i/es - ,E3erlf � lo//o/ Atiri/f 32-401 C'o/umn -� + ♦ ♦ 7-----a +*--i j 4 1 + ' I ' l l ' j l- - rtt 41 Ct I I h 4 'I 071.087 err; '— .5 spaces 3=6'' /O' 3"" J. /c73" 20r-6" FOOTING PL A N BENTS /2, /3, a /6 -346"=/1-O" A ELEVATION -BENT /5 42 P/es � IBerJf � S� -.1// ed%'n, M✓r7 ' /- 6 nal t J ` + Ir 7 '4/ r r`4 f es' 3'bot'h 0 h c&S. Hock (nal foie bottom .1/7o S r ` Q/ 1//Io, atriS .' 6 spaces /2' O" ��. /21-0H 241t0" FOOTING PL A N BENT /5 8 /G 3//6": /=0" r 20- */O top .nivrT f /8 - mill top rei»e ELEVATION - BENT /7 3//‘ "CFO" FOOTING PLAN BENT /7 /,3" 0 !_ 4SiD 3'both k1/4s) ,wvyr .gook arr ad top 14,ottom invt$ d N qtri,a. °React DESIGN ENGINEER DATE APPROVED • $zoo REGISTERED CIVIL ENGINEER NUMBER O c /al er 2 ', /28/ '' - -'`r 32 Pies 40-"/4 Bottom Reto ) ELEVATION- BENT /4 f//6 "A //-0/1 rt Column 4:14 way - Hock ar-Und. top tottoin me'. , , 1 TT 1 I t O O � h ` 'Z. C r■■■■■ . ■■■■� 36-"// cf3ottoni Sspace4 crr77 e 44-0« a JL 6Y 231-0" FOOTING PLAN BENT /4 3//6"_/=0„ DESIGN T ware, SEA, Chocked DETAILS 645 /2j20 Chec ,Z .Chan s/a✓ QUANTITIES D. D I, aJ� N :. 9-1/ A / Chckeed later ?Si ORIGINAL SCALE IN INCHES FOR REDUCED PLANS State of CALIFORNIA DEPARTMENT OF TRANSPORTATION 1 2 1 3 STRUCTURES - DESIGN BRIDGE NO .552.3-2/ ROUTE 92/101 SEPARATION— LEFT BRIDGE C t!, 32.0 PROJECT ENGINEER cu 042/0 wo /3465/ REGISTERED CIVIL ENGINEER NO POST MILE R//.6 Disregard prints hearing earlier r ivion dalo� BENTS I2L THRU I8L DETAILS 3 REVISION OATES (PRELIMINARY STAGE ONLY) SHEET OF 1/4 Zi Cs J zb Edge of deck /2 /2 //2 2 e _51(0/umn /; / '/ / /, // /, / - -- / --J (- /0 " /0 /0 /0 /0 or, I a / /0 /0 Note: A// reinf #// unless otherwise noted Numbers at ends of bars indicate distance io feet from ?column for Top Fe/nf, and from between co/umns for Bottom feint' Bundled bars shown thus: C / / *1/ Cant / $ /nter/or column? eeinf symmetrical about t /nt. coo/ g4 Structure Between columns // — J #// Cont / N 6-0 i'o/umn ,183 L II L inc, /0 / /3 /0 /0 /0 , /2 To,0 /Rein Forcem en t Bottom ,Reinforcement r--- ¢' Co/umn PLANe5ENT /.9L "- /c0" /Fe /or s gm metr,oa/ about g interior Column 9 /0 I Level /ins 5c01 1 5=0" /2'.0" Parabolic (i o /1\ 31o"\ 0 Footing: Co/umn / I4, I I —1 / I + l • I — I /-4'N Y ± ?; 30=0" tji @ /2 max. 4-'3" _L 4'3" Typ. 'j` Ty/9 Outside Face exterior girder at soffit r ¢t /gent GATE APPROVED DIST. COUNTY ROUTE POST MILES —TOTAL TMOJUCY wi gum 04 SM 92/ /o/ 77/9/7728 /79 /66 499 `'r• s. Szoo DESIGN EoGIIIEER REGISTERED CIVIL ENGINEER NUMBER Oc a`o4er 26 /28/ k- 0 Bent @ /0 M 5 Typ i #// tot/0 trams _Limit of ' and distribution rein( 3 Construction joint - option/ #5 fo t ,2 See { 4@/0 Z@ /8 i @ 24 Z@ /8 4 to 4eG 416t ]' & /2 aye/0 max # 6r L. stirrup 1 >' spQc/lag solo' 2Z- 9 y 4"c/r Typ r-' Column rein! See Columns f' Footings @ Dents 20Z t' 2/L 22 st7 •y B, tot. 22 EL E VAT/ON 4110 3' both ways. Hook around top ona bottom mats #l/, tot ft Top P# 7 tot. 22 mat L .5, tat, 22 r0 Bent /5=0" /4„ c / / / \ '4' t / `; / I' / 0Footing: I Column FOOT/A/G PLAN //4H /10' Lclad fcs/.e% Center- f o//iy. on/y #// tot 22) #9, tot, 222 mat Sottom 8 2 I' Li el\ e + . • 2 a Faai ing = 0 Column • ,, ,",, / • fl{- 4 spaces 3'0„s /2=0" I /- • r s �. .__t_ a • / .#// -tot. 4 ��/,#6 [Ili • itl/ tot /0 • *eel Omit upper #5"1 2= 6' 2=6` 4 SECTIOkv C -C # Clearonce to ma/n cap rernf, Ye /'o' ¢' Bent /1- tot • Note: For de/ads not shown see "Section C - C" s(CTIOAJ D -D 72 HI P• o� /Vote.' For J'ection A -A grid Sec t/era 5 -e see "Cotamr/s are Foofir795 .1t,5B/9t49 ?a/ e 2/L "J/eets A �75% pen min Run off on bar as shown Notes 4',? 5" lap bar Direction of weld SPIRAL SPLICE DETAILS WELDED OPTION I. Butt weld to be made first. 2. Butt weld to be in flat or horizontal position. 3. Lap bar centered on splice. 4. Flare weld to be made in direction shown. 5. Lap bar equal in size to spiral bar. DESIGN DETAILS QUANTITIES DS 0129 H' H+� ii*-00.0c__ 5 81 S. tor., b -t O H' K, t'. / d . Ca E.,., 7--1/ Chee yp Atz- Otsvrn2itE/ e `e��Jd�y� Ch eked ORIGINAL SCALE IN INCHES FOR REDUCED PLANS State of CALIFORNIA STRUCTURES - DESIGN DEPARTMENT OF TRANSPORTATION R \'. /!/ - c u►, S2.0 PROJECT ENGINEER REGISTERED CIVIL ENGINEER NO 1 1 I 1 1 Cu 0 4 2/0 0 I 2 3 WO /34105/ BRIDGE NO 35- 252 h POST MILE 8,13 IROUTE 92/101 SEPARATION —LEFT BRIDGE Disre!'arIi prints bearing earlier revision dales ---► BENT 19L DETAILS BENT I9 L DETAILS REVISION DATES (PRELIMINARY STAGE ONLY) SHEET 41 2 - Z'- NJKd+an 1.1T - Cr to Edge of deck /0 �� ?C'o/um t /nterior column - #// Cant, Reint symmetrical about it interior eo/umn 0 Between columns ? Column —_ -# // Cant 1183 L Line / / , 1 / JL _-_____J /2 , / T 7 7 9 /0 /0 /0 9 7' / / / / / / -------- 7 /- ' / / // // / • Column r Top Re/nforcement 1 t -- bottom /Pe/nforcement PLAN e BENT 20L 1/4". /-0" Re/nf symmetr/ca/ interior Co% �' ft /nterior CO/un7n about #6 [-�-� _Q/8max @8 8/irrup spacing #6. C /2 mat - / Edge of deck /2 u /z /1 / (70/1//72/7 ---"1 / / L / / J 4-3" alp, 3gp9r @/8 �a24rn42#a /84'n t 6 e -�i}�a _Olt/2 t # // Cant 251-0" T P• 7j 7 _9 Column EZEV,4T/Oi\/ & BENT 20L a / / / / k P4";/'°' i'inf symmetrical about between co/umns d Cant 6- ? Column / J 6 // /3 9 // a /2 // /3 /3 7 / ./ / / / / / 9' l'o /um n —I - / / / / / I / / Top Reinforcement / // // // T Bottom Reinforcement PLAN & BENT 8/L %a/,, /to„ /feint.' symmetrical about between columns —i ('o/umn 1183 L" Line Outside face erfer/or girder g soffit 1 @/2 Stirrup Spacing /Z max 5e444a6 6na8 @24 max 4'3„ 45 321-6° EL E VA T/ O/V e BENT 2/L 1/4" - Bent Outside face exterior girder soffit /lBent t ?Sent #56/0 DIST. COUNTY ROUTE POST MILES -TOTAL PROJECT ,p s sow, 04 SM 92, /0/ 7719/T/2.9 /19 /47 499 r}1. $. (31 6200 DESIGN ENGINEER REGISTERED CIVIL ENGINEER NUMBER DATE APPROVED Oc fo6er 24/98/ 'Limit of and TVA, r \1\4 # / / - tot B distribution rein/ • - • It Construction joint -optional -*5 foi 2 ?Bent i- a- • #11- tot 4 #6 #7/ -tot /0 !Omit upper #5 t i I 2=G"I I. ki SECTION A -A 0 Bent -z,e /z "= /'o° Note: For'`/eta/%s not shown SEC T/ON 8-5 see "Sect 14-A" YF/ e =/,o„ a I— :• rs .-`a �I • 4 y #1/- tot. /4 0/! to / 4 J //- tot /2 /Vote: for detai/s not shown see "Section A -A " • • SECTION C -C Ale reg 4/I reinf. #// unless otherwise noted /Numbers at end of bars indicate distance /n feet from ?co/umn for top reii/f' and from 0between columns for bottom rein/ Bundled bars shown Thus -f>�---O'- -/Clearance to main cap reinf, DESIGN Ch:�c��k d /roe/Ca s" eir tier- cn r� Bauble/slew 4/ C cked DETAILS QUANTITIES DS D1:9 °Y 1 G. 0Sa ray ORIGINAL SCALE IN INCHES FOR REDUCED PLANS State o CALIFORNIA DEPARTMENT OF TRANSPORTATION I 2 3 STRUCTURES - DESIGN BRIDGE NO 35-2521 POST MILE PFI).)ECT ENGINEER REGISTERED CIV. L ENGINEER CU 0 4 2/0 WO /3405/ D IROUTE 92 /101 SEPARATION - LEFT BRIDGE BENTS 20 L & IL DETAILS. BENTS 20 L & 2I L DETAILS Disregard prints bearing enplier revision dates --- f REVISION DATES (PRELIMINARY STAGE ONLY) yiscsksai SHEET I OF 29 Zq x 3'I p Cc/u,r; n S/_0„ 5'0" Level ) 31� "rc 1. / s/ope �- Firu3hcd grade Li L Li ? Ftg = ? Column t` +1 T + / .I I /-6 Varies #5 L, @ 6 Top &' of 00/11/77/7 #5GDSpirals 0 Dent ? #//L See SECTIONS 8-8, C -C O \I -- ?Column #8 L to /a'/ 8 0,-0„ #7 -tot l9 �•-¢� Co/umn I //h 17-710t/5 4"C/r�`9 7` 7L e /5 - ��- {Tyi_ tcnt zk r'-I r-n r-� i,-0„ • f #41 @ 3' both ways, Hook around top and / bottom mats, #9 tot, /9 ELEVATION e BENT ZOL Top S 47 -tot 19 mat (#/_tot /5 'Bent '/4„ : /,o" #9-tot,l9 2 Bottom #9-tot,,/5J mat ` Ftg,_ tCo/umn FOOTING PLAIT/ @ BENT ZOL 7/4"=•/'0" # 9 /2 per side tot 24 TYPICAL @ BENTS /96 POI, e/L SECTION A -A /'--O" TYPICAL @ BENTS /9L.f/L SECTION 8-5 3/B"- /,o" DESIGN DETAILS QUANTITIES OS 0129 13' ,(e, 8. ter-, Co/umn L. footing = ?Column 1' + 1• 4.; eTh I. 4. / • 6'-O" 6'D" /2'0" kit Co lum, n #5©Spirals @ 3' pitch *ill_ tot, 20 TYPICAL @ BENT ZOL ©SECTION c -c vent /tote it Co/umn • DIST. COUNTY ROUTE POST MILES —TOTAL PROJECT T woo 04 S M 92 /ol 77/ 9/172 9 // 9 /68 499 migaas 8200 DESIGN ENGINEER DATE APPROVED 0 Colulmn REGISTERED CIVIL ENGINEER NUMBER 0e/060- 26 /98/ +*S fo# 22 Typical -both ways .c-PBint ti „C. *11 � , • orJ� -r� •r �! �•• —� r^- r -, r-. - -I #8- tot ZZ ?Top mat *7- tot Z.? J tot 34 4 -a7 tot 22 'i// *of 22 #9 tot 22 Li Li DELEVAT/ON@ SENT 2/L • ii\ (+; 1 • t) t+I i� +; 4. / \ i1 e /4„ PC" r ¢` Dent #l/ - tot 22) Bottom 9 - tot, 22 re tv Ftq - ? Column mat 0,-- 0 Footing = 0 Column I t% .- I +- ♦a ‚ 4- +T • t ti / 1 +1 e- 1 'a. 0"s /2L0" /,6 7, 6" On- /5L0 FOOTING PLAN @ DENT 2/ L Notes: • For details not poled see "Elevation @ Bent ZOL" © For Sprra/ Jp/ice Pe/a//,r see "„escnt /9/ Pet..,//5" sheet 5-8' 9-r"/ cn•• d to oil &cnns/ Sic,- t/$/ Chet ed /6c/ Sau"ne seer- 424 2/ "2 i&prairt, 0, I DEPARTMENT OF TRANSPORTATION State of CALIFORNIA ORIGINAL. SCALE IN INCHES FOR REDUCED PLANS 0 1 2 i STRUCTURES - DESIGN C 11 ,S 2-0 PROJECT ENGINEER REGISTERED CIVIL ENGINEER NO Cu 042/0 1 WO /34.65/ BRIDGE NO 35-t52L POST MILE ROUTE 92/101 SEPARATION— LEFT BRIDGE ,e/J9 COLUMNS & FOOTINGS AT BENTS 20L 8, 2IL I prints bearing earlier revision dale. • REVISION DATES (PRELIMINARY STAGE ONLY) Thq ISHEET OF 30 193 1981}0 ] EDO - 0$V Do 50:0" 5-'/%z„ I I I f I I 2 i i I I I I I II II II II L. —i.1_ —J L_________ _J L—,_— ______ J L J L _1 L i l -4- - `I - 1 4- \\ I j ----I r --------I r -------t r i II II II I Co/uran rC Column -- PLAN /o'o" /4=p Ho/e.' A// reinl t'/4 bar *6- -S6 r`ot5 2'o" 115\ G9 — Con,' __ Sym obend rG be/w Co/ TOP CAP PEI NF 11-0" Syryi c boa / Ceduryi btfiv co/ 6,6" — —I4 — —I I II I A« Bit. Line BOTTOM CAP PE/NF //0" /0- Co/umn --., — I— — -I I I I I 5-0" 5'-0 Level 494 S/irrup Spacing 4@/2 Co%'ar varie6 4 4' 1 • 1 6tz1@/2 maxi se .49 672 qtr r wal (f— -p /,'/ Slope finish rode G_9„ _ 6=9„ 4.0000 Canc Pi/es Jr9' ELEVATION /¢11.-/,o> *r9 6 • {. • r . i . Ce Varie 5 46 15.97 inert Run off on bar as shown Notes 5„ 4'5 @ /ran5 v dece 5:0„ * . r • • • 4 0/1514/766171/017 bare To moor, cap rem/ 4#5 612 4V2" • Onri upper Jb 4 ---� CAP SECT/ON A 5" lap bar 75% pen min Direction of weld SPIRAL SPLICE DETAILS WELDED OPTION I. Butt weld to be made first. 2. Butt weld to be in flat or horizontal position. 3. Lap bar centered on splice. 4. Flare weld to be made in direction shown. 5. Lap bar equal in size to spiral bor. Jy 9 ho/ md/ Column 1 f —I ±-1 i t, S - t I� _4'6 fop 1 5' r :Nut 1 !=G *0 too /7740-743SpacesC3=6" /3'-6" FOOTING SECT/ON //41#=/-1-0" R-16/' Typ Y4 Exp Jr' mat'/ KEY DETAIL DIST. COUNTY ROUTE POSt MILES PROJECT NO ' TOTAL O f• -TOTAL 0 4 S M C4 24 1 O I T//. 9/r/2 9 /19 /69 499 ' .a c DESIGN ENGINEER DATE APPROVED 5Zoo REGISTERED CIVIL ENGINEER NUMBER Oc /o6er- ee /9.9/ /O -O max 4r Vorie0 �+g i Co%mn 5 SECT/ON A -A 6.4" Co//or Co/umn. SECT/ON B -B Ben/ 4%5 CD 419 /4 .0r' to / 22 DESIGN tiskcIt Checked Checked DETAILS QUANTITIES DS 0129 B d. ia�i' T frf/ J f Z7012ei 44-1 {, - ORIGINAL SCALE IN INCHES FOR REDUCED PLANS State of ' BRIDGE NO CALIFORNIA STRUCTURES -DESIGN s5 -252L ROUTE 92/101 SEPARATION -LEFT BRIDGE POST MILE DEPARTMENT OF TRANSPORTATION ANN- a^ ----;A --- c\\,s 1-‘? ' Rm. g BENTS 22L THRU 29L DETAILS PROJECT ENGINEER PEG '!STEFED CI JIL ENGINEER NO. 2 CU 042►O 3 _I WO %341a5I Dlsregard prints hearing earlier revision dates --•• REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF 31 S3 33 Outside face exf _girder saff/i I Col /eeirf, Symme/r/cA/ 'eau/ I Column 3/6" S/16" "r5 -e Bc/rveen CO/ I A/ -- I L 1 L J , •// Con/ ,/ ft Ia r // in far / z Nofe • /1/unn4ers S ena's of bars nndregfe disfance /n feel Iron? £ 6efireen c'o uoms far B'//am rein/.` O// twine 1// an/css a/Ac,rntyse Holed. jib [iI]f9to/ 3— rrr. 2-10" 5c_09, ryee. _ I 11 I I Bo//arn £e/nfarcemenf Too Rem. force/nen/ PLAN 4 BENT 30L Symme/rice/ aiau/ f' Co/amn. r --- I 1 1,2 .d// con/ —1 r -- I I I 4 — — -, ) I I * Co 3/iirap spacing Run off on bar as shown tolY P/2maa "6 t'do/2 max _l /206 /../ slope — Finish ride �J 5" lap bar 4►/2" ifsd Wi 1171-V LCI Li Li Li A <75% pen rnin 450 Direction of weld SPIRAL SPLICE DETAILS WELDED OPTION co/2max /24'6 %2 exp,ii. filler /k „4'e/vrnsed key — 0'6 irt 9/2422% Li Li Li EL E VA T /o/'v/ ,y41, z /_p// Notes I. Butt weld to be made first. 2. Butt weld to be in flat or horizontal position. 3. Lap bar centered on.splice. 4. Flare weld to be made in direction shown. 5. Lap bar equal in size to spiral bar. t- 1 • D�6 .Dane/s - 5ee "fart/ir, p ,d/qo - Ben/ Sal/hru Bent,34j1/4 4"eir -7yp rtl* 1. 1.9 /al 21 -"`// la/ 40 Leo 4o/ices no/ "Waived.. t r - For StlrruF5 see Ft5. Plan. 31'' Pitch (t S tri 1. 'w// tot 9 7Y/- "` 9 tot 9 Tv. I �9 total /7 P Mile : Far Fooling. !tan sod A',//e /Avow/ See "Foul/n, "'torn - Beni 30C thry Gen/ 141 " slice/. P-8 tot. /7 7'. D DESIGN Chocked 9/1r / State of DETAILS QUANTITIES os o1:9 By A. 5a/7/0 4-8/ Checked...— ' / 4iSibacc:r ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 CALIFORNIA DEPARTMENT OF TRANSPORTATION I 2 STRUCTURES - DESIGN c\ ,sw PROJECT ENGINEER I I Cu 040/0 3 WO /34p REGISTERED CIVIL ENGINEER NO • .9" 4-#2/ "c;/o/ I JAI 5 CD Spiral f' 64' pitch (D yr?) Varies St5CD@6.7o 6' oleo/en-7m DIST. COUNTY ROUTE POST MILES PROJECT No T TOT" -TOTAL 04 Sie 9Z/ /0/ T//, 9/7/2.9 //Y 170 4.99 DESIGN ENGINEER DATE APPROVED 4=6" REGISTERED CIVIL ENGINEER NUMBER Qc1o6er 26 /99/ js F Bent Limn/ of /fans. deck wnd v'is/ri6u//or?• rein/, 3" •1 t con/ fa/ 6 6 t- . "// /o/ /o ` Omi/ upper `..5,—, 6prs SECT/ON_A-A %Z"•/,o- vi Ca/ /©' D "max (and yarns SECT/ON C - C * Oleo/wee to na/r, Cac re/nfaretki SECT/ON B -B 19 (x /4--'0"/o/24 • BRIDGE NQ POT MI ROUTE 92/101 SEPARATION- LEFT BRIDGE Disregard prints bearing earlier revision dates, —sr BENT 30L REVISION DATES (PRELIMINARY STAGE ONLY) it *etiAt't1/4 I GF 32_ q3 SHEET 31 DIST. COUNTY ROUTE POST MILES PROJECT OH T•"` Ruin -TOTAL 04 SM 92, /D/ r// 9/r/2 9 //7 /7/ 4t99 edge of deck - T- I I _-J L -- 24-'0" 2410" Co/2 I / J/ L 2 /nle'rrrr Co/ — I i -.J L J L_ I J L I L 1 L. bee cx/cr%or girder soffit. -- �6 LW 9(Typ) \ C 2-'0" 4,5 4)9— (79/0) # 6 S/%rrup soacir� I 4 T f 12 /2 /0 /2 .9 / 1 1 /2 9 _ 9 0 /,tl I— - I - -I I I I I I I I I I 2 I I con/ ee/WCcn Co/ a Top £eirzforcame/7/ I /race/or C'D/ Be%seen Co/ r 9 9 9 9 9 - Edge o/ cCci den/ Ou/s/dc fc'ce trier/or .9/?'der soffit, r' Ben/ 9 9 co n/ nt ,K9 /4'or tot ?4 ce- Bo//o/n /fewtrotcc/r7en/ PLAN .DENT 3/L H5CD Spiral cc 4' pitch e6max. /2 max 4&6 I I I 4/-3" -'.5-CD °//x //7-'O"/o/ /8 #// lo/ 20 No /A,O s/o/lees ,o//awed %2 qxp. J.{ fi//er -----,_ 4- LLL1 .4N •QI kc Nit 1L11 9'`6{1'4'/t max 1 4-3. 4'-.3" ,1 c 0 3„ C Co//ar Aries ---r 4 T Nofc : A//re/27f *// ants a/hier/visc no/ed. Nam6ers a/ ends of Awes /ridic'a/c o C /Ar/ce /r7 fee/ from ,E' Co/ for Toro 'E'e/hf. and from 16e%Teen Co/ for BO//6m £et,hf Run off on bar as shown DESIGN ENGINEER DATE APPROVED L/ini/ of frenv. deck ,end disfr/du1`/bn rc/nf. sca 0c/0k, e /937 t nen/ 11.502/2 �2:o REGISTERED CIVIL ENGINEER NUMBER 3 N r • • • • 7 • • • F • r a • '`// /01 /2 4- 4/1/ e6 EV ] A <75% pen min 45° 5" lap bar 411/2" SPIRAL SPLICE DETAILS WELDED OPTION Notes 1 I. Butt weld to be made first. Direction of weld 106 �► /2 /nee Ca. I naive/..s. - sec "Coo/.n., P/ar. - tent ?o z /`hru Beef 34 L" /:/S:afc Finish grade /4 „depressed key DESIGN (L : y'tt ' f% diLNaIto Can' `llio C V 4"c/r _ Typ far ,stirrups I see Ftq. p/°M V t it&iz/re i 4=3" 4-3N • r — -=. 06 -max e?7 ~ am/f u/oper d0-‘__/ bars Mt - /o / 7 C/earence to rr/a/i» en/2 eem. forth -2g, SECTION A - A /-0 /o/4 2. Butt weld to be in flat or horizontal 3. Lap bar centered oWsplice. 4. Flare weld to be made in direction 5. Lap bar equal in size to spiral bar. �-tT lea iGJ 1// /O/ ao aO e6.Top G ' of co/umn /✓o/e. For too/thy P/an, fi/e tar,/ are GfrrEa Layawt, Ma 'Foor?ny P/4/7- eun flmni .3914,5/74.47. For ''4;€ ...5//prop p/Ocemcrr/ Sec Foaling 1%n - den/ 3OL then Berl/34L" %/ /o/ 9 Typ. /9 /of 9 T'/7'• - r '/9 /o/ /7 /yo %// tot' /7 Typ. position shown. \: SECT/ON 8-8 4'/'O~ /0 O ""ex to vorJcs SfCo/ SECT/ON C- C e`// /oil -20 Leo/ 3 if -to" 6-'6-".col/or a SECT/ON D -D 4- I// For de/a//5 no/ Shown see Seel/On A - A '0'//x /8'o" /o/ /8 PBen/ A /4--'o "/o/ 24 Ben/ •21Bf0/a/B „-'/5 SPirn/ le 3%7 p, tc - DETAILS QUANTITIES DS DI29 4.5444/0 137,4 4-11 9-I/ Checked 7-)Attlegalt Ch - cked ORIGINAL SCALE IN INCHES FOR REDUCED PLANS State of CALIFORNIA DEPARTMENT OF TRANSPORTATION 3 STRUCTURES - DESIGN BRIDGE MO 35-252 L ROUTE 92/101 SEPARATION - LEFT BRIDGE ?z `rte C \\,SZJ PROJECT ENGINEER Cu 042/0 wo /.3465/ REGISTERED CI V L ENGINEER NO. POST MILE K=//.6 Disregard priatic hearing earlier revision dat .. -- �► BENT 3 I L REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF 33 S3 Chalk) i.)S — ZI 3 Z.. 30' O" /8fa" k. (... L„ t co/. I 1 I I I i I L_ _ .; _ _I I_ ._ . .. I I I 1 I _--- J '-_ 4 I ----I I 1 1 I I-------J/eL----- I I L -----1 /I I i �� I J 1-----__J . I L_- ---__J I L----- —1 I — 1 --I---1 i8 i4 /2 i6 le /6 i 1 i iI I I I I I I I I 2-- i I I /4 At /8 , _ I /4 /2 /6 - I I - i / /6 — I '2' r -- , _ -_ _- - -I r - - _ - - -I I I I I I I-- - - --- 1 I -1 I r- -- -- -- - - , I , .y 1 1 _L #7 Wi to / 2f0" 5 Lee 9 #(7 stirrup spacing 4/8 max 6 #/8 con/ Top Cap Re//:'forcernen / FLAN BENT 32 L 47si4fo"tot 24 L Co/. - T 01 I 4-3" I .I 4=3" 7f 9je Ile7 IC'/24x1L29 Lai [jai 03- CJ 3 6 /// /Of 32 No /op s,,o/ices n//owed. /2 exp. ff 6' / 4 "depressed key O f I D t — 1 C /4 /'r //0 H5 Cti; Spra! 6'4' pitch -4plcal) fi U � g/2 mar. I 6a9 LLI v 4 "c/r Tyo--ii a1 I *i/ 101,3/ -- -ryv. F Co/ -� it Ben/ Wok : 4// reinforce/nen/ #28 un/ess otherwise noted. Numbers a/ ends of bars /i/dieSe 1/stance /7 feel from S Co/umn. 413" 11"7 ftce/2max /5(S 64 f [taw f u.1.1a "`// iota/ 48 — !32nd/e as shown -r-nt2 /I loth/ /7 fyp // 1a fa/ /6 fyfu r 33 -- ELEVATION Notc?: 4- r—� A s for Stirrup layout See Pty. P/an pop- rooting /CLar/ , Pia Layow! and Z'xva/ hr!, sad 'www7/r/9 ?Lail -cant 5c 0//'!I 5'L "Sht 7 DESIGN By Zefisatt gnu, 46,7 Checked /- 22t4. , e r_ DETAILS QUANTITIES OS 0159 B 4. Santo 4-8/ tee.) di Set fit Checked Checked 'C) / X hl etista-e PA Vert 0 ORIGINAL SCALE IN INCHES FOR REDUCED PLANS D Run off on bar as shown 41/2" Limi/ of &V/s'. deck and d/s/ri4u/ion rein/. DIST. COUNTY ROUTE POST MILES —TOTAL PROJECT No TOTAL 04 SA/1 92, /0/ T// 9/r; //:9 /72 499 r9' DESIGN ENGINEER DATE APPROVED r-i J3en/ SR/2 82.0o REGISTERED CIVIL ENGINEER NUMBER Cc 7`,.-2,4 _r. i5/ elf- /5/aaFs tv be tied to tap o'ect /c 't*drli/ rein( N A 5" lop bar N �•`•• •• <75% pen mill \ 1 d7 CO or f. .34+4 - Direction of weld SPIRAL SPLICE DETAILS Notes WELDED OPTION I. Butt weld to be made first. 2. Butt weld to be in flat or horizontal position. 3. Lap bar centered on splice. 4. Flare weld to be made in direction shown. 5. Lap bar equal in size to spiral bar. Gimi// of Bridge Qefei/ .S=// and dis/ribu/Son re/nf. /o -c ' max, hints SEC T/ON E -E <o -6'� co//a/- SECT/ON FF — 3/d../1 -o" i • 71 • 7 • • SECT/ON A -A Pit '- o' P 4,B fofa/ 8 6f-6# coffer 50 /2 5=9 • t•• •, /9- -°1/25 /:/ 6- i°// con/ a- tr//Co/;/ * C/e,ranee fo ma:t2 PAP reinforcemen/ 6 "/8 SECT/ON 8-8 SECT/ON C - C /.Oro /d G / Go/. SECT/ON D -D 1/ a II '/I for de/soils no/ shown sec Section A -A . J State of CALIFORNIA DEPARTMENT OF TRANSPORTATION 1 3 BRIDGE NO STRUCTURES - DESIGN C ‘35-2.0 PROJECT ENGINEER REGISTERED CIVIL ENGINEER NO_ CU!!ICI(% WO /316 POST MILE lP //. 8 i ROUTE 92/101 SEPARATION -LEFT BRIDGE Disregard prints bearing earlier revision dates --� BENT 32L REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF 3 q3 Iom -'ID ax, 4`rUiA 3C; f Column l I 1 II II II I ► t I1 1 t II I II II II I i i 17 - -I p — — -1 I-- — —1 f----- — 1 r -- — --I r-- — L_4J_J L_ -_J L_-_i I___J L__J L__ I I r-1-i - in - - in - - --I I— - - -1 �- - r- - - -� ,-- - -I r- -- -� 1 - - -I i— - --1 HH -- H-HI --H-- IH-HI ---I H- j i / i l HH �- I �- I I H -- I II II II II a II H !i I / a I II L --I--0--- i 83L 1,/,?76, ,22-'0" II ►i li it I I I L__ Symmetricw/ about Co/u/rlr7 PLAN Scale : % 1:0" Run off on bar as shown 41/2" 450 5" lap bar 6-4. Direction of weld SPIRAL SPLICE DETAILS WELDED OPTION ,7 Stirrup spacinq 8-6" 8'6 �fefenf33L 3" #5 /of /8 /0"On 0 o 0 0 Is- o Ira #/8fof4 447 Stirrups - Notes I. Butt weld to be made first. 2. Butt weld to be in flat or horizontal position. 3. Lap bar centered onesplice. 4. Flare weld to be made in direction shown. 5. Lap bar equal in size to spiral bar. DIST. COUNTY ROUTE POST MILES -TOTAL PROJECT 1119. TOTS MISTS Od 541 92, 0/ 77/.9/r/2.91/9 / 73 499 9»' DESIGN ENGINEER REGISTERED CIVIL ENGINEER NUMBER DATE APPROVED L /mils /ransv deck & d/r/rihu/ion rein( .5 ,, sr+ o --a o 7► o 0 0 or t /2 - Hooks to be 77'ed 70 tap deck /any/lading/ re/hl T Oc ialer ea, /98/ #// tot 6 ie Clearance /o math cap reinforce/no-71 Leve/ Cam'/2 max. 96'8 @/2 max, #74 hni // fo/ 3¢ vl� 7,9„ A Varies 4\ a - ct) �I 4"c/r Ta --, L, 14C 10 3' bath ways. Hook around /op and bo/%fi mats. ELEVATION a 1 "Tz #`/4 folio/ 13 Scale: '"-/=0" C W5 C% O Spiral ® 4"pitch *8 ice .t16 "O"/o/ /2 I-, Z12 I zz 6'-0" Omit upper #5s.., CAP SECTION Scale: �-- Co/umn "lie con/ fof, /O 24 2 22 2z u € Deo/ 22 741 Edge of'deck 22. zd z2 L zd�� i 22 Sono/fro' bars show /has: Numbers of ends o/' bars indicates 01/4 -lance in fee/ fron, € Cofamr/ (or Top Re/'27C TOP • 24 24� '// CO/2t. tot 6 € Bent Ga/sra`e lore of J exterior girder---'i_ 2#/4( see Secrior, C -C for so&C/cq . Note For toothy P/ar/, Pill- /gad en' j)o/vn/ trw7, szar frad" 1` irl -r Z,7t 3017»ru 591 "S tCX' 1 BOTTOM CAP REINFORCEMENT Scale: 1- %8'=/=0" Trarisv % _ /=0" I 3-"'/4 3„ k tot 5loii a/s a g p tot 4 /3=6" Co//or 13:0" '18 lo/a/ /8 € Bern' SECTION A -A oil list as -/ 'C©/urrmn /71-0" max. 4 Varies V A 5 /5enf 9 (x/4 'D'' /of 24/ f Column SECTION B - B COLUMN SECTIONS #5 Top 4'of co/ Sew/4: #/4 tot 3l -'/4 lo/a/ 5"5 (-gareks /e o" /2-0" SECTION C - C DESIGN DETAILS 2 tic A<s,ca raw gilt, I/I, Checked Checked 7' i 4Cha.4tccl4a. 14, QUANTITIES. OS 0129 'Le f(. Sfi✓X i 9 -se/ 'h ed k.[i)✓V d eb, � F' � ORIGINAL SCALE IN INCHES FOR REDUCED PLANS State of CALIFORNIA DEPARTMENT OF TRANSPORTATION - C \\,, S 2- 0 R 118 PROJECT ENGINEER REGISTERED CIVIL ENGINEER NO. T I ' I cu !�//) 0 1 2 BRIDGE NO. STRUCTURES - DESIGN 35-2521 POST MILE 3 WO /5165/ 3/i°c'I-Q" 3- *`/4 ROUTE 92/101 SEPARATION LEFT BRIDGE • Disregard prinIs bearing earlier revision daU_ ---f' BENT 33L 4r r— —rn►r REVISION OATES (PRELIMINARY STAGE ONLY) SHEET 35 q3 1541 1,100..«: 3N /.5:7)S" 2410" #//,r 2d=O"/of I I I I I I l i 11 1 1 I 11 J oil, 20:011/o1 4 /2 /2 14/1 con,. 7`0 .,/ /0 /0 /2 /2 izG I /2 /z e� 17 1 r I1 1 1 1 It /0 di5\ 09 1 /0 /Z /2 / A-- '5 3 L 147e 1 1 ' Co/u/nn 1 fl - f ,l r I H II II I II II II I I1 1 I i` Column TOP REINFORCEMENT Symmetrical about f between col. #// con/ /0f 6 4I/ x 2/-O"/O/ 3 • • 8twr/ Columns I— -j- -I I, Ben/ ..312, /0 /0 // // tot #9 R/4'9"/ot24_, BOTTOM REINFORCEMENT PLAN Sca/e: %q 1=0" _____115-00 ..SP/r9/ d4;o/fah (ty,c/c4/) "'C Stirrup 5X4'e,» ®12 max tft® IZ to icq / ,1.311 ¢_3„ll '"//7487`34 --� done /s a '// tot 9 - /264, L C /2 IW Wrres C .496 I] .• -. A • ryp For Stirrup layout see Ft1. Plan. J9/c/9 iyp. 't9 lei/a/ /7 /y/7 // tot /7 Tye ELEVATION /2@6 f f L' /: 0 s6�' /2 max 413- -- 4'-9N --,ice--� A ' l2 rna x Edge or o'eck Ou/side Face of exterior g/rder- Run off on bar as shown Notes : I. Butt weld to be made first. 2. Butt weld to be in flat or horizontal position. 3. Lap bar centered on splice. 4. Flare weld to be made in direction shown. 5. Lap bar equal in size to spiral bar. bin/Ys transv deck & disfr,,bu/ion yen/ #.5- fol 6 4l/f 3" 116 5//rrups • •T• r• •7 • • •i 5 LDIST. COUNTY ROUTE POST MILES —TOTAL PROJECT /T od sM 92, /a/ T//. 9/7-12,9, //. 9 ! n•,, 499 e Pp . ;� 5200 /At DESIGN ENGINEER REGISTERED CIVIL ENGINEER NUMBER DATE APPROVED Oc /ode.- * C/earance /o main cap reinforcemen/ I r-- -- � #// /0/ -1 6/ot4 5" lap bar � 2_//,zee 2141Omi/ u•per 05, , CAP SECTION Sca/e: %z'= /=0" 7596 pent Direction of weld SPIRAL SPLICE DETAILS WELDED OPTION Note : For foofiiMg /i/%n,'&/s Lay�rgn/ ,flkn/ layail", saa f-oo�'/,y Ism- fnsr,7 5'! Miry "FL's/flat, 'depressed depressed key • e Top 6' of co/urnn • /0:0" max. e, /caries SECTION A - A 6=148" Collor �- Co/u/12/7 SECT ION B - B COLUMN SECTIONS 5c a/e:: /=0" t�F.3er1/ w/4:D" 7'o/ 21 DESIGN ,Q £G.h/d,C,ASOA' y4> Chocked. /. 74QttyLc.l4l+S DETAILS /// Checked 74. QUANTITIES OS D1:9 Y/C t', : o'e-r. X 7-1/ // ORIGINAL SCALE IN INCHES FOR REDUCED PLANS State of CALIFORNIA DEPARTMENT OF TRANSPORTATION STRUCTURES - DESIGN \N. c_ \:i $20 PROJECT ENGINEER REGISTERED CIVIL ENGINEER NO cu 01Z/a 1 Wo /.514,15/ BRIDGE NO 35-2521 POST MILE R //8 ROUTE 92/101 SEPARATION - LEFT BRIDGE BENT 34L Disregard prints bearing earlier revision dates REVISION DATES (PRELIMINARY STAGE ONLY) 1 SHEET DIST. v4 COUNTY SM ROUTE 1 POST MILES —TOTAL PROJECT SHUT TOTAL NP SUITS 92, /z.V/ 7// 9/7729,/7 9 /75 499 Ben, Hi Col. Top ma/ reir,f i.1/4"----a--.- r o I • Bent 30, 3/ and 34 Bent 4 C sfirrup tot 41 STIRRUP LAYOUT No sro% Ben/ 90 /3'6" FOOTING PL A N "S , „ 4 I • ��co/ (oo ow/ rein/ i • aL • i P 1 . • Bcn/ 32 I ten/ — '/4 E sfirr ups (/22) sec Donee/ LA�ocif 20 pi/es N N tel exo. Jf filler 5 3.'6", /7-'6" :6 N 20=6" FOOTING PLAN 54 -cif 30, 2/ and 34 den/ 32 Leif C'o/uinn 411 cxp. 24pi/es r, 'Cal. 5 n• 3'6"= /74" 1-6 I ,. 20'6" FOOTING PL A N /¢'�_ /'O" Se/71 32 eight/ C'o/gym, is ' den/ 49 pi/es QESIGN ENGINEER DATE APPROVED REGISTERED CIVIL ENGINEER NUMBER Q e lied er Z4/949/ //o,L ,o/ /2 Key 212', 216"1 I: den/ Ben fs 3/ and ,34 •t Co/ F// L lo/ 20 - DOWEL LAYOUT 4/4/1, /-'0" Ben, 32 st/rruos Xcy2'6"A3 &x/4" #44);$ stirrups 0 S ( -3 +� (5 ® (✓� (JD }5 i etip 61) 6- spaces �+1 [7, 16" N FOOT/NG PLAN go" Ben/ 33 foa Hv DESIGN s0.1 4'142 DETAILS 1. SAnjo 55/ husk rd ga/sI�c�eed QUANTITIES OIa By q 9-P ORIGINAL SCALE IN INCHES FOR REDUCED PLANS State of CALIFORNIA DEPARTMENT OF TRANSPORTATION 2 3 STRUCTURES - DESIGN C.\\,SLo PROJECT ENGINEER REGISTERED CIVIL ENGINEER NO Cu oie/0 wo /3465/ BRIDGE NO 35-2524. POST MILE ROUTE 92/101 SEPARATION- LEFT BRIDGE Rae g FOOTING PLAN- BENT 30L THRU BENT 3� FOOTING PLAN- BENT 30L THRU 34L sregard prints bearing earlier revision date REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF 9 3—t q3 37 It'"72L1 c1ge cot cies 1 1 1 1 —4r 1, 1 --kP 1 1 L---' J1L-- _____--J' __----- -�IL- I �' \ I E r-- - — 11-- -- -- - — — --1; I-- --- -- — — r _ _ww I t l -„ 14J____ —1,--- 1 1 ► ---x--1+1 I i i I t° L A N 51. , rZll 61-6" 1 "L Col �N _1'.011 Confti Syrn about I. Poe -14A/ Co! 1 + 1 ---1!,_`---r---1 I I I. I o I -----/534. Cont. /0 U- /o /3\ 1 11 5 /, /3r 15 5 Tar /14./Nitc raOTTOM CAP !gait: 41,' re.inf *I! urn/9.4S cofhsryMrse nolect. Nurnhers at e.na'S of hairs indica/it diis/ance. in ?%e./ from L COI for Top Reiner- 4 , 3Etw Co/ fear•ebohLorn ge,rP, CSC !n c//ca tes hun d /ec? hors ] € G of 5� .21pN E 9 5t;rr 5,099 #O LW except ors noted S ie sy, e) a 64.-)u "bestirs/ Co/ C. Cccn C, ,-tg 4'3" f 4'-3' '/6 '[]' e/e Max eir r 16°G Z. 1-5.. VAT: O.N, r DESIGN �clyc. ail -- 7 soffit 3" #5 eta � c a lE C'ZS Q c t.)L transv C12cic !Clisrh5ution 6ars t —l_ • • •• s 0,11;1' u ppc.r I'4 or A'S • • • • a --r-•--L=T—Y #6 tot 4. e5f-of G -*6 stirrups • • • DIST. COUNTY ROUTE POST MILES —TOTAL PROJECT Slain No. Tom flans 04 Sh7 sz, lQi T//9/r/2.9,//.9 /76 499 Q. DESI AfeiAet- II ENGINEER REGISTERED CIVIL ENGINEER NU ii DATE APPROVED 4/1- 3 %2 clr Berens 55-1,3'L/37Z.,42L 43L e44L l ,� � ' r CIP.-Q/�a/7CG� �D lI7A/rl 7B c/r 5enf-0 384 594 40L 1F I/L - cap re/izf 64-CT/ON 4.4 W5 CD Spire/ e l"pitch cf t3ef/,S 31µL, 3941/1, 411 /441 c4' S�r� G�ure Contz SP/4e_ ^, 1.101' Lc,vcil tined -\ Soffit 5' - Column 5', 0" �% Oc f er 26 /98/ High (roc r©,v of 1'ly ti », s f COLUMN G&Dtv71 T• 1C.S NOTE: Seal course to be placed only when ordered by the Engineer. Estimated quantities involved are based on the seal thickness shown. The thickness to be used will be determined in the field by the Engineer. When seal is not used, the bottom of the reinforced footing shall remain at the elevation shown. STeue n1eE EXc.414T/on TYPE A 4WD SEAL CD/',QSe- C.:c.,Vcg7E A1z BENT 39 L ¢ 440 REP DETAILS QUANTITIES OS 01E3 r3vR H/C c' I. Jo -Kt grey' C hr..k��Lge , C h> d Checkedeid �/ State of 9-0/ CALIFORNIA t � I 4/?ri ORIGINAL SCALE IN INCHES FOR REDUCED PLANS DEPARTMENT OF TRANSPORTATION 2 STRUCTURES - DESIGN E3RIDGE No .5-z5zt. ROUTE 92/101 SEPARATION —LEFT BRIDGE C t‘,SZ.o PROJECT ENGINEER REGISTERED CIV L ENGINEER NO CU 042.RD 3 1 W0 /3465/ POST MILE ,,qt;.a I ' BENTS 35L T HRU 44L -DETAILS I �ro�ard prinl.s hearing earlier revision dales -i REVISION DATES (PRELIMINARY STAGE ONLY) 04 I- i SHEET OF 38 c3 2.4 ,O. 49 x -'41•o1 tof /2.-\ 41,5 CD e6 e-ct en ct top or co/. ram f 101.0" cncts. 4 var SL.CTICN 13-L3 N _1/-0" # 1/ tot 30s /Sees 4tim44L 45 :to. 50N 5 tr Cor, G, fbritts r i V :2 Exto Lf_tn. 5c e, 001.4/e r 5'-G., .JO' -G„ OP- .5CCnon/ G -c z rere? 4 Co/ 13'. G1, (=TC� coz_Ar l :1'-0" '4 /r � iv, rot /o #, tot/2 '9lot 23 09tct2a Place. 44. _ as shown GO way , tot /44. A 450 75% pen min 6° io $ s Direction of weld faun off on 5" lap bar ,3 C N 7-5 3 5.113%L137LA2L, 43L .d 44L bar as shown 41/2" SPIRAL SPLICE DETAILS Notes • WELDED OPTION I. Butt weld to be made first. 2. Butt weld to be in flat or horizontal position. 3. Lap bar centered on.splice. 4. Flare weld to be made in direction shown. 5. Lap bar equal in size to spiral bar. t'1oie: 5t✓c/ion <5-r,' S,'r,i/ar a/f lbcri s. W8 fo/ 8 duo Till /o/ 30 Q / cn/ 39L 9 1// to/. 34 2,/3e.nf 56L '4'9f-6131 cf 6eht 92Z -- • G �+ gbove Finished i ,7/s 3, <4/L E/ev.lGrade2.Sc Q6cents 39.1!¢4 t tb e r, 1 .ay.CTlgti.1 C•G 39L) Tr <<' •Q'I F TG .G..�U / Coto t 4 I as shown /, GC. yvoy , tof. 144 # f tot /2 eq. u/tly —s y tot SO c4. tray r"_!'•��„ 4 . cc r ( )) �t) to m 3 4.51-6's d (o'.4" 131-0" r G rot.. AN 4 "L11 -o" e N 73 35L,39L,4OL 1 41 /- La m • 8 7L07L 8— (Jean DIET. 04 COUNTY SM ROUTE 92, iot POST MILES —TOTAL PROJECT T// 9/T/?9, //,9 • /77 TOTAL WITS 499 DESIGN ENGINEER DATE APPROVED 5ym n.b0uf CO' REGISTERED CIVIL ENGINEER NUMREP 0e/ofr9r 24, /98/ '�! t to!. 50 e (3 2.n 1 41 L 5und/e as shown 9 55C trio C - C ( t (berg/s.&L,4olHit) , --Key 2I-G'' x51 -44 x 111 " I in -4t/' L_ tot. 20 ( 9 hued!cod hors oo14/fL L A yo6/T. (7) lr)G�:CGf2iR ve,rf/oat tof/G$ 35.25- L.I ROUTE 92/I01 SEPARATION -LEFT BRIDGE POST MILE OS P:9 DESIGN DETAILS QUANTITIES l Ot /-5/ II Y R/ 2• t R bed C h.•ckr_ 7� .• : r;'.. 9-6/ ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 9.8/ State of CALIFORNIA DEPARTMENT OF TRANSPORTATION STRUCTURES - DESIGN Cfl.SZCU PROJECT ENGINEER REGISTERED CIVIL ENGINEER NO. I CU CJ4210 3 ; WO /54 GS BRIDGE NO • 1 .5 BENTS 35L THRU 44L -DETAILS 2 Disregard prints hearing earlier n•t Dion dales REVISION DATES (PRELIMINARY STAGE ONLY) SHEET Or- psisi 39 e3 z.3 9(16 SW Line—, h9-/.37 varies I2' 0 " —4 S/ajc 1 cons/. tN $ htk � 2'6 yfyp -2 .9 • Tea. 6'74 T 2v 810: /6101' varies SW Li/7e 9 �3" /2-10" Stale 1 Yo lint? t? r -NW Linc 0.--233Z L 24 0" var/cs 5 O" /4" J 5/age 7 cons/. 30'--/re- /'6"closure pour (typ 2'6 "fyo• Profile grade NV- i 11 6.6 3PB-'0 = 24-10" 83L 234+23.5± TO 235#98.52` varies Cons/. Line ;/ /2'O" Iva/'cs 1 2410' \ #2911 EY) 8,72„ et -83Z Line /4. Sage 7 cons!. sot -/%2° Profile grade 02%/1 r AIN NI L.6-74 I 2tsB'0 =/6!0" 9'3" iezow varies B'0" 64# 3(k 8-'0 24 '0 " B3L 235+98.5! TO 2367473.5! yar/es S/age 1 cons/. NW Line. l� /2-0" v4r/cs B3L L/he i N 21-'0" - 1 S/age 5 cons/. 6'74 24'8=0=/6'0" Varies 1 Pro/i/c yrvde /2%F 8'0" 6'6" 3 $ B j° : 24 /O " B3L 236+73.5 ! TO 237+ 78.5'` OS 0139 C DESIGN DETAILS QUANTITIES B'74" /26" /2-'0" Linc vArics /210' 4'W Line varies S/ayc 1 cons!. -2% 24-'0" DATE APPROVED DESIGN ENGINEER POST MILES —TOTAL PROJECT T//.9/7/29,N Al2 1)zi U S ER REGi STEREO C'V'l ENGNEER c9 c /o der 86/ /9e/ CA3L 510" S/aye 5 cons, Profile grade t _2(079-10°, /1-10" /Vole Sec Genera/ Plans and Girder Lora/ skis for dimensions normal fo righ/ and /eye/ eaves of deck. For reinforctg c'efai/s see Par/ Tyoica/ Sec/ion on Typ/ca/ Sec/ion 27 sheet. For ex/erior Girder De/ail sec Typo/ca/ Sac!/an 7I sheet. 6 9=3" 11 I I 3(0i -toil= 24=O" 64" varies B3L 237/78.5{ TO 23855 /210" -'r Sage / cons, -2/ Zr*� efoll. /6-'O" 3 8--10 "= 24-10" Vexes 7'f3=0" 83L 238+85 f TO 239 652 Line var/CS Varies vnr/es toe o' B3L 23916652' TO 2401-75 24 24/0" Slate 5 cons!. Profile grade B7%" sB,3L Lime A. San/o /2x90 ;/K ,Lr• Ch keditz 0/ I DEPARTMENT OF TRANSPORTATION Checked _.liarna5{, ctriv. , A,Y. Lea Checks 3, osnaruc,v,M1 A;YI Lee State of CALIFORNIA ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 2 STRUCTURES - DESIGN BRIDGE NO 35-252.1 ROUTE 92/101 SEPARATION -LEFT BRIDGE PROJECT ENGINEER \\. CU 042/0 wo /3465/ c \A,SZu POST MILE € //. 8 Disregard prints bearing earlier revision dates —1.44 'YPICAL SECTION I REVISION DATES (PRELIMINARY STAGE ONLY) SHEET Zs OF 40 X13 DIST. COUNTY ROUTE POST MILES —TOTAL PROJECT SHUT /7,9f TOTAL 4i9 04 Sill 92, /0/ 7//9/7/29 /9I /4" B,9 L Line 4/1.5" 9f3" 1 rbSti- 24-'0" / -2q Profile grid* {eZ 9 "Tye. kf:oi5,7 4) 308-'0"=24'0" 3-17 " /O lB3L" 240+752' - TO 248 20' —seer 235Z Line 5333 Profile grade r 1 3:0" ..1718!0". 40=0" B3L/l 25/f 342' TO 258+652i "B L" 263+8/1' TO 266169.5' 23' LT B3 27/t20`. TO 2744/01 TYP/e2AL EXTEE/0R GIRDER f?„. ,,o„ 5'0„ t2 " /,6" 1=8" Sec "Cemcce/c Barrier T,y,oc 2i modified =, 15 « s//crop 44t tote -txtyrdar--- / - Top /ongiiudina / reinforcer,' en / ti /,,9p„I //34" 4 0 /4 TYPICAL CELL VARIABLE CELL 1..5 fop , boffom end fruss bars p/ace radio//y arid space /on/ £ bri/ge . ma - Bo/foie long/ re47/orcemer / 2 -4 79p. S -/O" DATE APPROVED '0F 5 /op ',sq./1h fo,a and Truss 6ars 5 /eo wi/A 60/4/0/77 bars fi /O be/wee/7 /ap bars PART TYPICAL SECT/ON tab /2'r/lo' ih is. (37144 -net DESIGN ENGINEER REGISTERED CIVIL ENGINEER NUMBER Oc %oler 2‘ /98/ 'we 1::12 r 4 tali si5 /o/ S Mod / CLOSURE GEL" 8200 DESIGN DETAILS QUANTITIES OS D'.9 A. Sanjo !2 -BD %f/ le Chg�ice� t 9-8/ q -ei ORIGINAL SCALE IN INCHES FOR. REDUCED PLANS State of CALIFORNIA DEPARTMENT OF TRANSPORTATION STRUCTURES - DESIGN BRIDGE NO 35-252L ROUTE 92/101 SEPARATION -LEFT BRIDGE c \‘,sz4) PROJECT ENGINEER REGISTERED CIVIL ENGINEER NO CU 04 t/0 3 l WO /3465/ POST MILE 2 //. Disregard prints bearing earlier revision dates TYPICAL SECTION II REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF tai 41 q3 4 DIST. COUNTY ROUTE POST NILES-TOTAL PROJECT TOTAL {MIFFS No/c • See 6'encra/ P/an Area' Giivet Lagoa/ sheets for diir ensions nOrma/ /o riyh/ seind /e/c/ edge of deck. /26" /'6`/ 9'3" / /, WS Lii7e ., /2! 0 "t varies B3 e Z/ne (0"a 5:01/" 'B3L" 248+2C! TO 25/7,-34-# * Dimensibn valid West of 531, ,2SDt4t only varies /2'0//*_ NN e ine .5 — sCo" C-/7441 .9 variable bays 45Z Line Pro/i/c grade B3L" 258+65 -IL TO 263 t8/ f * Dimension valid West of B3L .26/1-25 only 0' /vase grooVC • /o#16 '0� 1 3 / �4 drvo gra,orc TYPICAL EXTERIOR 6/R062 16-74 Sec "/Contreie Barrier Ty,oe 27 Masai/bed 2=2" 53=.3, .BgL Line West or'Bent .08L Prof//c grade B3L 266+69.5 TO 266+84.45 B3 267+00 TO 271+20 `5 /0,a, 6o/%om ,end /cuss bars ,o/Ace radix//y and space a/any .El tidy, . ti 69 Ss/0" t,5 cant ea. girder ,/` '4 /o/ 3 per 40a9-, '.510/6pee bay it5 cant Top /ono/ere/nf, j ♦ #5@ /B max PART TYP/CAL SECT/ON • 4".. //ON 412/ BsL 266 +69.5 TO 266+ 84.45 83 267+00 TO 271 + 20 ,v N See lop 9/r-dcr- 04 SM 92, /O/ I T/19/T/2 9 // 9 . 01 11-12.-n-4._ DESIGN ENGINEER DATE APPROVED /80 499 REGIST,...I, . IL `. .- r, Nur ()creole', 24198/ /o,o ihotiom ben ® See "c9/rder Layout - Spans /9L ?ZOL" and "CirderLayu/ -Spans 30L Thru 38L " sheef5 4- 'Sean tg/0naac j • • • { 0„ a" N 115 cont. p /3max /10" Typ 4/o/5 Typ ♦ #5@ !8 max DESIGN a ch�ey`, ed 99 fiat/tJavmeVs l'h c vr%C41 Lealer14,-eir Cfijrcked ,� . 54 (- DETAILS QUANTITIES OS 01.'9 I3 A. Sonja BY / 1� .7 YF , ,E'i ,� Va� a /2-80 9-1/ ORIGINAL SCALE IN INCHES FOR REDUCED PLANS State of / CALIFORNIA DEPARTMENT OF TRANSPORTATION 1 I 0 I 7 I 2 3 —�S shiruo I• igt5 cant Oa ea, girder PART TYPICAL SECT/ON B3L 248 +20 ± TO 25/ + 341 AL 858+65 t TO 263+8/± STRUCTURES - DESIGN PROJECT ENGINEER CS EP cu 04Z/0 Wo /3463/ fl/ BRIDGE NO 35-252 L POST MILE /211.8 ROUTE 92/101 SEPARATION - LEFT BRIDGE TYPIC SECTIOH I I I Disregard prints hearing -earlier revision dates REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF 42 40 Ben/ 9L Hinge 2g9 239 P L A N Edge of deck "SW "side See "Ty ica/ Sec 71/on "and " i-c&- Layot "sheets SW"Con/lecfor -o° Varies /' l' ,vve/8 Bent /o 'SW" Bottom edge ale/ter/or girder" 240 a---- Edge of deck "NW" side See " Tyoico/ Secithn "ate 'Girder Layout "shccfs I-6 /r of .4t4a24— &/0 /770% SECTION A -A /L6/, /2„ = 11-0„ DESIGN DETAILS 78/ KC. B, e • DIST. COUNTY ROUTE POST MILES —TOTAL PROJECT No TOTAL 4Nn 04 SM 92, lot 77/.9/772.9,//.9 /8/ 49.9 /3. 6? - 94?. IGN ENGINEER 32040 h//Q% REGISTERED CIVIL ENGINEER NUMBER ////�� DATE APPROVED VC hiee /9s,/ Checked Checked flop,Y QUANTITIES OS 01,9 B Clked ORIGINAL SCALE IN INCHES FOR REDUCED PLANS State of CALIFORNIA DEPARTMENT OF TRANSPORTATION 1 2 t STRUCTURES - DESIGN PROJECT ENGINEER REGISTERED CIVIL ENGINEER NO Cu 042.!0 WO 134 F 1 BRIDGE NO 35-252L RTE 92/101 SEPARATION - LEFT BRIDGE POST MILE RII.8 TOP SLAB DETAILS AT SPAN 9L GORE Disregard prints bearing earlier revision dates --I► REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF 43 °C3 ln'tR - SP WO Ds-a-tA Dof/om edge of er/crior girder N *41 235 2 5 24, 47 Lt .5iv n516.5. 4-2.80 ED 236 e soon tN A A • 2i^ U6 6' sfirruas 4'S & exfcrior T u or u /nfcrior yP [xis/ Hinge, Ben, or S Hinge A e (1040 Place I sirdcr par-q//e/ a'- canceer/c fo /elf edge of deck. 237 ei7 N- Edyc of deck i Seal fie/r 24 max 7( /2 (a Q\b a6 '� iota; /2a9 k t' /2s9I //Im e ��\ 0 24 mnx '�� /MS \e /?.91 /06/2141 021 max 19tt I 1 \0 �% /as/21��% \% /2 91'oeie� $, 0 24 mix I I \b /0472 /20 9 )' `Y /2P 91 gsvie @2 24 max 19Q I �!\) _&{11 /61 9 L_______ 144) \ti B ; '��I 71 el mar I \% 8t96 4! /00/8./2.9 - U %sift _g\� UJi- v. -+- r I rill— 0 24 inAx e) q 1G \O �\� 14\I j . t LONG/TUD/NAL SECT/0N 551 Line Jof/cm eo»e of exferthr girder. PLAN / . 2de LONG/TUDINAL SECT/ON ti Ben/ Edge of deck _ __t Place it sirdcr concentric /0 .831 Lir>c. ----1 441 qt. 1/44 0 ,sit brie 239 • -- 1. edge of deG- _ si s*' 2 9 6 DATE APPROVED DIST. COUNTY 0¢ ,SM ROUTE POST MILES —TOTAL PROJECT 9 42, /D/ T//, 9/T/2.9, N. SHOOT NO. /82 TOTALS INGOTS 199 $1. t3- D 8200 DESIGN ENGINEER / [[ REGISTERED CIVIL ENGINEER NUMBER �C /tiler 2€ /$&/ /Voce I sirdcr,cara//dr contjfr"c /o /e// cdyc of deek. 24o my (the 0 1 IIIIT -1/4i wl I i „=„41_/ndicafes sc/id',00r//O17 of tilergi2 G/ra'ers see /ndiealcs c/asarc poar /5 1 f or /t 0 "min MERG/NG GIRDER DETA/L 13 DESIGN `En Check ad J maL9uchL Checked J. Ha(no.00uc-hi %4. Y. Lea Cly.yked Osi�oacg A.Y. Lee. DETAILS QUANTITIES Os CI .9 A. Santo 2-91 F3v K,C,, Q, J 2-r ; I -el 'j/e t ORIGINAL SCALE IN INCHES FOR REDUCED PLANS State of CALIFORNIA DEPARTMENT OF TRANSPORTATION 1 2 3 STRUCTURES - DESIGN ` ... C 1\,,5za PROJECT ENGINEER Cu 042/0 wo /3 465/ REGISTERED CIVIL ENGINEER NO BRIDGE NO 35-252 POST MILE R//.8 i , ROUTE 92/101 SEPARATION -LEFT BRIDGE GIRDER LAYOUT - SPANS 4L THRU IOL ?isrer and trint„hearing earlier revision date, --or REVISION DATES (PRELIMINARY STAGE ONLY) SHEET I OF 44 1 RI 41 DIST. COUNTY ROUTE POST MILES —TOTAL PROJECT Ne TOTAL 04 SM .92,/0/ T// 9/x/2.9 //. 9 183 199 5pan A "5 S/inure S,olperixg S/irrap S,aacing Bien//52 Span e Ben/ /2 L Ben/ /3L t Beni f414 //inye Lc Ben/ /SL 0 % q ') e 24 O D o O O G 0 0 87/ S•3 Typical ,,riden//6L 0 5/0 See Span 505 5.10 ri.een//7L ml (/3/_i..\Typ, ,Beni /8' /-Y //aye 1 L II N 1' see Span /3 • fedi- /.30.5 115. See Span 5 -ID d 0 24- I S 5-/0. See "Detail A " • I yP Inside face hinge 9i. R - d" ,82-00 DESIGN ENGINEER /// j pin /REGISTERED CIVIL ENGINEER NUMBER DATE APPROVED t9/cfoR/Cam/ G 4 /98/ Hinge r DETAIL A tth' Girder Extend a/terra to top bars /nfo hinge diaphragm, 5/op remain/ng transverse rein( 3" from face of hinge No SCAL e Checked UCSIGN G6a 8/B/ DETAILS '36FB //iv Checked ‘.":44,11 eve/ QUANTITIES OS O':B Lt ,it, �• 11 A�-I 9-1/ ChkAked pp& ORIGINAL SCALE IN INCHES FOR REDUCED PLANS State of CALIFORNIA DEPARTMENT OF TRANSPORTATION STRUCTURES - DESIGN r. U c \\ sz� PROJECT ENGINEER REGISTERED CIVIL ENGINEER NO cu 042/0 Iwo /346-5/ :e. BRIDGE N1 35.252L ROUTE 92 /101 SEPARATION -LEFT BRIDGE POST MILE R// 8 Disregard prints hearing earlier revision dates GIRDER LAYOUT -SPANS I'ILTHRU I8L REVISION DATES (PRELIMINASY STAGE ONLY( I SHEET 4S OF 413 • A. -t DIST. COUNTY ROUTE =ST NILES—TOTAL PROJECT or srtg 04 SM 92 lot r//.9/rig, 9, i/ 9 /84 499 g2 co DESIGN ENGINEER REGISTERED CIVIL. €NOINEER NUMBER "WS„ Line, N6'1°82;9,9" B05� S = 9" P/ace pare//e/ 40-5 S= //" P/ace parallel to 5,, Hinge \,) rr83 L,r t to e gents Ind Space along /r/ght edge of deck a- Bent 191. iBottorn edge of exterior girder 0 \-a \”- Line 248 Cis ° c_ Bent 20L 77- Edge of. deck Bents and space along right edge of deck 22.75' Litt1/5 250+40 BC ED g Hinge g Sent21LTh a ° "\ S 24 0o cti 2,6" _--"B 3 L" Line /5'O" t N79°30'25"E t ,Bent /9G 4.311 — - 249 - — — 0 \ ° - 250 - • e 46.75' Lt. 53k 251 f 40.0. EC ED CD Us 251 Bottan edge of 6/tenor girder Cast in -place Prestressed Box Girder Span P L ,4 ,kI No SCALC Point of infection Symmetr/'ca/ about l4'3" Bent 20L Edge of deck Path is parabolic between points shown —s0 WS 250 *90.0 POT 24' Lt_ B3L 250-F-90.0 POT ¢'Bent eTt. c ?Hinge K r'. C@ /5 max, — 3=6Ir 3„ Typ. 120/2 2' ll344" O. G. Cab/e path Q 24 max, 41-0 3''-4&" z - Measured parallel to I1B3 L" Line 20=0" bottom slab flare /2e/2 4 @ 24 max. 0' 0 Bottom slab flare LONGITUDINAL SECT/ON NO SCALE GAZE APPROVED Oc /o let e‘, /96/ PRESTRESSING NOTES P jack . /650 kips total at lacking ends) As = hack 75l' S Total number of girders = /1 Concrete: f•c = 3500 psi a 28 days: f c = ,3500 psi • time of stressing GENERAL 'I Design is based on u = 0.25 and k = 0.0002, and modified for horizontal curved alignment, if any flack specified at the jacking end(s) includes friction lasses and provision for 32.000 psi toss in stress. Point of theoretical no movement {)or one end stressing # 5 _ or_) Stirrup spacing C@ /5 max 2 Tendons to be jacked to 0.75 f'a and anchored at an equivalent anchor set = 5/8•' 3 Contractor to submit elongation and jacking calculations based on initial stress at ®_ .77 times lacking stress. 4. One end stressing shall be performed from the westerly end only. Decal tab (1/75) DESIGN Chic IC Sava Cis z{er -b Chegke /C. 86n,n,a/n1er j/ DETAILS QUANTITIES 13 a ((i:Lr:'/Cd/� OS 1)1:9 St .41;ik- ed - f� 1' State of CALIFORNIA DEPARTMENT OF TRANSPORTATION ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 STRUCTURES DESIGN c -RN\ A', 5zap PROJECT ENGINEER REGISTERED CIVIL ENGINEER NO. Cu 042/0 1 wo 134651 BRIDGE NO, 35--252 L POST MILE R 11.8 ROUTE 92/101 SEPARATION LEFT BRI D( E GIRDER LAYOUT -SPANS_I9L 8. 20L Disregard prints bearing earlier revision dates REVISION DATES ,PRELMIN AA STAGE ONi. 9 -11 SHEI 3 43 O N 05 5/irruo s,oacing .83L," Line N19°30 lr Edge of deck 1 �7/ 0 #24 14)/8 /05 44‘P/s cg/2 - Girder C Lent Sit ,Bof/orr/ edge of er/er/or gilder 9 40/8 /o 2/8 6,to9 `A11/5 909 - 44)/2 5�/2 Edge of deck C Bent UL GATE APPROVED DIST. COUNTY POST NILES—TOTAL PROJECT SUM TOTAL NO. $NRIn 04 SM L?2, /0/ 77/9/7/2.9 /79 /85 499 DESIGN ENGINEER REGISTERED CIVIL ENGINEER NUMBER c/o6erego, /98/ 0,2.E 0/6 l9/8 la/5 ¢e/5 G®/2 CoS9 J e' c b: ,-cil GIN' S' . 0 Girder tQ k5 &24 Gc)/z le18 3 &/5 (/5 l /� 62 e'9I el' 31)/5 4Ca/8 DESIGN "..SAC . Ar-4, . /a/N Checked DETAILS QUANTITIES OS D129 q..5.t 9-7/ Checked erectL C ked 4v8 4c96 dt'!5 /2 GS/2 6c 9 &hot edge or ex/erigr rots G /IJ 19 8 6/2 89 '99 8/2 GaA241 d`5 S/irru soacii7g ZIP 54/8 a/5 Scale: /"=ZO' ORIGINAL SCALE IN INCHES FOR REDUCED PLANS ez4 446 4eP/5 4,B/9 air 9 ; &24 // )91 S9 449/8 aea 4@/5 age /8 '213 L Line 41 79 •.30 '25'T State of CALIFORNIA EPARTMENT OF TRANSPORTATION 3 STRUCTURES - DESIGN C ‘‘,S2-0 PROJECT ENGINEER REGISTERED CIVIL ENGINEER NO. Cu odz/o WO /3165/ BRIDGE NO. 36.252L POST MILE R//8 GIRDER LAYOUT -SPANS 2IL THRU 29L ROUTE 92/101 SEPARATION LEFT BRIDGE Disregard prints hearing earlier revision dates --- --► REVISION DA ES (PRELIMINARY STAGE ONLY) 99/ J SHEET 4i 41. DIST. COUNTY 379,o. WA! 258 -0-53.99 BC C. Hinge) n�4 Line 'c. I- 2--"B3L" Line a "o S - /OP P/ace radially and space a/onq rig/a/ edge of deck Beet 3OL r —259 1 Girder Bit 25874 22.62 BC Ben/30L /01/" 40!5" $ e .44 ika cr 0) /0-7 = //" P/ace rgP'ia!/ ht 5-// and space a/an9 9 edge of deck Bent- -- -26O — rf gem /3/L /0=/" 40!.5" R=5000' Bo//om edge of exterior girder Cast -in -Place _ Prestres,5ec/ Box Girder G/RDER LAYOUT Poin/ of /%core//ta/ /2o movemei7f- ear// 32 L /4-'2" 561-/a" Pafh /„s,0ara6o//G' befweC/7 poiri/s .shown. /4•'2 •f' lack = /7, 530 PRESTRESSING NOTES kips total at jacking end(s) As = Pjack 17 1's Total number of girders = /2 Concrete: he 3600 psi rs 28 days, f' = 3500 psi F time of stressing GENERAL: 'I Design is based on u = 0.25 and k = 0.0002. and modified for horizontal curved alignment, if any Plack specified at the jacking end(s) includes friction losses and provision for 32,000 psi loss in stress, sigen/332 /4-'2_ 2 Tendons to be jacked to 0.75 f's and anchored at an equivalent anchor set = 5/8". 3 Contractor to submit elongation and lacking calculations based on initial stress at • = 0.77 times jacking stress, 56=/O" • fie/244Z /4-'Z" a/2max Typ. a 24 mar 6t/8 /0s/2 Leo=onre 4924 max A a) Y O 40/8 /OI.i2 /a /_ 2 }8 /88 max 0) 24 LONG/TUD/NAL SECT/ON Ho sea/e DESIGN DETA ILS QUANTITIES OS GIN Bfe/Si /50/2 ioP/a /20)/8 \-- Soffi/ •24/flax - 4 eve m /0474 P/2/77 .2 aX anresamin I - ROUTE LOST MILES --TOTAL PROJECT SMUT Tenn Nw uniTs 04 5M 92 !01 7/19/rig, 9 /79 18$ 499 DESIGN ENGINEER DATE APPROVED N1 N 6-'74" Hi»gc ze.5 U /n/erio/- 8 7 /i 0 REGISTERED CIVIL ENGINEER NUMBER Oc Ioler e i9a/ s/irroo soacthg (T9pica/ ) Checked Checked ked T anw, q/p, State of �.22.4.0 0 7/1/ CALIFORNIA ORIGINAL SCALE IN INCHES FOR REDUCED PLANS DEPARTMENT OF TRANSPORTATION 0 1 STRUCTURES - DESIGN PROJECT ENGINEER G It/ Sz0 REGISTERED CIVIL ENGINEER NO. cu 04210 wo 234651 BRIDGE NO. 35-2522 POST MILE P11.8 ROUTE 92/101 SEPARATION LEFT BRIDGE GIRDER LAYOUT -SPANS 30L THRU 33L IN :If r Un d '11 _ IMINARY STAGE ONLY) r` q3 DIST 04 COUNTY SM ROUTE I POST MILES —TOTAL PROJECT SNOT n, l a ! rr� 9/772. .9, �i. 9 /87 TOT. 459 0 • k H1'ng¢. r ec/ge, of d2ek t C3ehf 35 L 3 -- a 0 0 \ry �n # 5 \S,_ $ 5firr ``,'t ap c_' Edge �f deck C 24 of deck O Dotfom edge o/ e terror ,girder 0 / zdger of deck 3" toent 36 L. 0 0 0 0 of for? edge of — exterior yrder 0 0 "'LAN P /us/01 pcB t? 24 F-. / 4 e/ 2 i 15 B/2 t s can * 4 2 L. -P3otforr/ edge of 7,, aterrot- girder 0 0 0 N G t TUl".,/NAL 5LCT/ON f" ./Q' . 3c.nf 43 L 0 0 -S 24 3" / Iz-I /0€40 07-/ O 0 0 Dotton? edge of exterior girder 0 lcL.a.N 1"•!O' II 22s/= X24 L/3enf 37L 9n a (7 szoo DESIGN ENGINEER REGISTERED CIVIL ENGINEER NUMBER DATE APPROVED 0 0 0 0 Dc /Ober- 26, /,98/ tinge - 0 e\4 3N /5e/2.1 3„ 0 e24 /_ 2 il4 a 51_ e 24 /bent 441. 0 4 4e12 t A/Du f 45 • 0 0 0 ie# cam'/2 _� 2/ ae /2 LONG/ TUO/NAL-. SECT/ON /' _ /h' G 24 3 1 3' G 11:ick...vici tk eos /2 '_p,\'1 I e 24 7 DESIGN H 'KZ C1 .4 Acv ._ 1-®I Ch“kei��.��% l Check+¢7q-7v'" Cyked 9-e, DETAILS QUANTITIES OS 0!"9 A J 7-8/ 9- f, 3%, ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 1 State of CALIFORNIA STRUCTURES - DESIGN DEPARTMENT OF TRANSPORTATION �h MTh- e "iStO PROJECT ENGINEER REGISTERED CIVIL ENGINEER NO 1 1 1 ' I Cu 04 2.40 O 1 2 3 I wo /3465/ BRIDGE NO. 35-25ZL ROUTE 92/101 SEPARATION —LEFT BRIDGE POST MILE t /1.8 GIRDER LAYOUT- SPANS 34L 37L 8,4IL - 44 L bearing earlier revision dates -� REVISION DATES (PRELIMINARY STAGE ONLY) SHEET or -49 ; �3 46 DIST. COUNTY ROUTE POST MILES —TOTAL PROJECT I sxuO.r N Toru exar Tf 04 3M fl, lot ri/.9/riz. /i9 Ij /88 499 LH/nge, (.'den? 38 L �SJrrt ahrau . iz r• y'c/Cg es r &dye oP deck 12'•G" .!bent 39L O 0 !°LAN I9ottorr7 eate of etteriar "-Sr =l0' 70t-0" 12'•611 t4J. f 5/' 7" DE5I ON ENGINEE DATE APPROVED Zo o REGISTERED CIVIL ENGINEER NUMDEA Oc/o .her 26, /98/ enf 40 L. O Pain/ of Mt-evict/lot/ no rar'cm4 7/. t4'•0" 3' I �ro3", 4 I -I t --dl- *5 0 ., e/z S f'rr $/0 cy �r�Qnf 40L N 0 s. edge, olc de -CA $yrn a bou / Ibr•/dC9. 4., 4 1\1 14' • Q" — —I T /2d-2/2 f (509 + /O� t...ONaiTUOINAL. SECTION .8- hioriz : 1" = 10' Vert . 1" L 5' L 1•'ent ¥J L Hinge- `� eottom edge of exlerror girder -?0'-0" fa/A rs paraha/rc re/ni or he,lw po/n/5 shown i'n{lection - 14'•0" O' ,I 10499 1 G /2 k eta Lc V C ! roc:NAL SL`-CTION Noriz = 1" r 1Cr Vert : 1" t5' .3" tors/2 /6'•O" Rare, 'VP -111. 3N N. e/2 € 18 • • ad/2 F /o;2 9 PRESTRESSING NOTES • F tack - ($,SoQ kips total at jacking ends) A s = Pjack Total number Of girders 75 f's • Concrete f' 35D0 psi :, 28 days, f' •39e0 u psi .. time of stressing Design is based on u = 0 25 and k = 0.0002 and modified for horizontal curved alignment if any. Flack specified at the tacking ends) includes friction tosses and pryvlsion for 32 000 psi toss in stress. I enrtons to be lacked to 0.75 is and anchored at an equivalent anchor set = 5'8' GENERAL. '! 3 Contractor to submit elongation and lacking calculations based on initial stress al it rases times jacking stress. 13y DESIGN Checked DETAILS QUANTITIES OS 91:9 i3 ' Checked Oinked ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 'tie/ State o 9.8n CALIFORNIA /;, DEPARTMENT OF TRANSPORTATION 3 STRUCTURES - DESIGN BRIDGE NO 35-2521 ROUTE 92/101 SEPARATION -LEFT BRIDGE C. \\157-0 PROJECT ENGINEER REGISTEREDCIVIL ENGINEER NO. 1 CU 04 2 IQ wo t5465t POST MILE r<1i.8 I GIRDER LAYOUT - SPANS 38L THRU 4,;L, nisregard print- lie;,ring earlier revisicm dales REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF 5o a3 11 DIST. COUNTY ROUTE POST MILES —TOTAL PROJECT s LIT 0 TOTAL SHUTS 13'14 R )(.5 ,911 (Z,%e, ,;)F. cledG% • eta/nit 5L I Otani 6 L 32 /4 32 /5 }f 1 4 4 } 4 I 32 32 73 14- 34 !4 57 to/3 10 3" —10 t /6 34 20 20 32 /2 22 9 16 16 12 /2 22 32 /2 10 24 84 1012 46 37 t 20 24 37 34 1 12 1412 -- 0 e I z --20 2 20 /.ice_ t I 33 4 33 32 24 I 34 } 22 ! /6 /2 16 12 4 22 32 1C) 12 10. /0 10 57 t6 ;6 4 1 to -14 /2 37 20 /4 12 32 —_1t 20 33 t 4 33 t _cant 4 t tc/ge, o f c/'¢.c/s 04 32 32 32 12 22 22 /5 /3 /4 1 /4 13 32 2 32 32. 32. 22 l6 /2 /G '2 I 22. 22. at 15 14 12 9 9 24 DESIGN DETAILS QUANTITIES OS n ° iv V� 10 10 10 t0 to 1 !0 10 1 to 10 37 1316 37 14 - 37 t 6 15 /6 I Ca /4• .37 t 24 2 t 3 .34 34 C 20 /4 /4 ,2I 1 /2 /2 37 34 -20 37 37 37 fi 7 t 3-7 37 1 8 4 20 33 t 33 1. .3 to 20 9 33 34 O 53 14 12 1412 20 34 9 S 34 , a 0 1412 14a 14 1Z !4 /4 2.0 4 20 33 4 20 20 35 t 34 ` 33 e4 *4 Tor' te.1NFOfZc , e..NT /got -o" • Girddrzr R S h? 92,1ot In a, z9 DESIGN ENGINEER REGISTERED CIVIL ENGINEER NUMBER 7749/7/2.9, //9 /89 499 DATE APPROVED 1520 Oc /o4er 26, /91/ Note.: All rc.,'rmf '49 ttnle-ss o7'/,erwlsc1 noileset Wurn&e.rs cif P.nels of hors encrrGctfe, e//stcince, 1'n fte., frOrr) t 15ernf . . 9-f'/ Checked etom— co—e e ., `tai -fit- t. ORIGINAL SCALE IN INCHES FOR REDUCED PLANS --I CALIFORNIA DEPARTMENT OF TRANSPORTATION 0 State o 2 STRUCTURES - DESIGN PCB � '4) 1/4 41.. C t2-0 OJECT ENGINEER REGISTERED CIVIL ENGINEER NO. BRIDGE NO 35-ZSZ L ROUTE 92/101 SEPARATION - LEFT BRIDGE PDSTMII, g.hi. <9 TOP GIRDER REINF -BENTS 5L 8, 6L Cu v4 2 1 wo ; 34651 Disregard prints bearing earlier revision dates REVISION DATES (PRELIMINARY STAGE ONLY) iI afri/�, SHEET 51 OF DIST. COUNTY ROUTE POST MILES —TOTAL PROJECT =" "'o. M Rs S"UTot"` 04, 5M 92, /4J tT11.9/T12,9,1/.9 /90 499 \, 1 f 1 4 1 1 4 I 1 1 5 6 .36 9 3G L#4 J 2.! 21 21 21 14 —.rte I�t 201 2' . 21 font 7L 1 1 33 10 33 1r !1 2/ 151_ 1� cic. c,A. 3 It¢ 4 tibeln4 L.' 33 1r 23 rQic .2L..1Nis0R.C.5.11; 4"J Tr 13 1 14 G f t n+ 38 36 12 33 3A 4 3- 9conf 24 i2 24 24 I1 Il t2 6 Z 8 8 J 12 I3 13 12 I rs r3 12 13 I2 12 13 12 1 /3 I2 /2 /3 /2 31 J 12 8 tei Q. X DESIGN ENGINEER DATE APPROVED Ct c 0 U) h REGISTERED CIVIL ENGINEER NUMBER 0c'0 6 er 86, /96/ Wofe.: All resin f #9 unie-5s cn /- erw,5Co nofe.C.1 ,Vurn&,rs a>` ends of heirs in th.C.Clfe ch.57IcrnCee. tin fGeif from E to Corr, OS S'':9 13y DESIGN T- Checked DETAILS QUANTITIES 13 IC., if Si. Jr 9-1/ ec a...✓'rihi;att.. 0 ORIGINAL SCALE IN INCHES FOR REDUCED PLANS State o CALIFORNIA DEPARTMENT OF TRANSPORTATION 0 2 T I 3 STRUCTURES - DESIGN C. IA, S2-0 PROJECT ENGINEER REGISTERED CIVIL ENGINEER NO. CU C4 2 /C wo 134G5t BRIDGE NO 35-2521- ROUTE 92/101 SEPARATION —LEFT BRIDGE POST MILE r� 11'.'5 TOP GIRDER REINF - BENTS 7L,BL8.9L Disregard prints bearing earlier revisionklates REVISION DATES (PRELIMINARY STAGE ONLY) SHEET DIST. COUNTY ROUTE POST MILES —TOTAL PROJECT T//.9/` 72.s '/ N TOTAL 0 4 54 92. tot /9/ 4-99 t G/ro rs L r A 4 1 37 4 3 37 37 d, b2,nf In 2.6 /5 J -�- I +....t e,r)} t1 a. fri 8 10 13 q �2 6 / 5 !q -4 . 3 — 3^ _� f �, tom— .�— to �-- � - - -T___--- _ t5 13___- 24 • 10 13 22 _t.„ --- t 3 13 . 4 -? i3 22 16 16 0 24 1 0 24 /5 22 /0 /6 151412 24 10 13 — 3/ A 3 3a 3 26 2C. / t0 ti' 10 12 10 r_- to 12 0 /0 �g 5---12 r r� i. z 10 37 37 � 3g 26 2 10--- 10 I �7 37 37 /0 10 1G 14 10 1 3-, 37 37 36 26 t0 to 37 3c4 26 12 10 10 10 , 24 1 -442 /6 /0 /6 /2 v / /3 22 24 37 10 Ica 7 13A 13 22 38 26 10-- 8 1rr- 2C. 12"" t0 37 10 12; --/0= t0 } 2 4 /n 37 10 ,4 /0 A 37 /6 13 I0'—_— 22 37 2b 10 Ic 10.- 4 37 37 24 10 22 /0 13 n '37 37 } 38 2cs 10 15 12 14 *4 —1 `city of cle.Glc • 44 L9 con -t. /? /4/41 lc 0 C CV/ N T DESIGN By DETA ILS /Nt Ioto" 1 z 0 • 820o DESIGN ENGINEER REGISTERED CIVIL ENGINEER NUMBER DATE APPROVED • Cc /ol er 2 i /931/ look': 46,11 re.1nf 411413 unless o/f2crwresee 7‘C, Nurnhc,rs at tends of locrrs inc/f oaf€. c(i#5;1?t c,?. Lrl fe.P.7f from ' /'JeeJ'1 f Checked A. Y. Cale. Checked A. Y. 1 - Checked ;/ 'we` lam QUANTITIES os o1:9 Hy 9, 7 ORIGINAL SCALE IN INCHES FOR REDUCED PLANS State of CALIFORNIA DEPARTMENT OF TRANSPORTATION 1 1 2 3 STRUCTURES - DESIGN C. X\, PROJECT ENGINEER REGISTERED CIVIL ENGINEER NCI. 1 r CU 04 21 C.? w0134CoG BRIDGE NO, 35-252.L ROUTE 92/101 SEPARATION —LEFT BRIDGE POST MILE TOP GIRDER REINF -BENTS IOL 8, (IL Disregard print bearing earlier revision dates —s—ts. REVISION DATES (PRELIMINARY STAGE ONLY( SHEET OF 5 P go ¢',6ent // H/rge #4g/8 # 9 coot ,Peiof fop, @ Dents /3L, /64 /7L, /8L A5ent /2L Edge of deck 4@/8 / 32 /2 22 /4 /2 32 /6 32 /6 32__ 22 /6 /2 /2 /2 /4 22 /4 /4 /2 /2 /6 22 32 32 32 /2 32 22-- /4 /2 32 /6 /6 32 22 /6 /2 /4 22 /4 /4 /2 /2 /6 22 -- 32 32 r 32 /2 22 /4 — /2 Is /6 /2 22 32__ /6 /2 /4 22 /4 /4 /2 /6 22 32 ¢ Sent /ILL, #9 con! DIST. COUNTY ROUTE POST NILES—TOTAL PROJECT A11lt wnn 04 SM 92, /0/ ri/. 9/rig, 9 /19 /9.2199 Hu/9e 32 /6 22 72 32 — /2 /2 /4/2 a /2 /4 /2 /2 /6 —�— 32- 32 `} /6 /8 /2 fit. �• 0"/ DESIGN ENGINEER DATE APPROVED AZ on REGISTERED CIVIL ENGINEER NUMBER A /oiler 26. /98/ ine/8 t - I 32 /4 /4 /2 /2 /2 /2 /2 /2 /6 /2 /2 32 4 6/8 gge/,t /5L Edge etn deck #46/8 32 /6 22 - /2 /2 / 22— /4 /2 /2 /4 /4 /2 4 2? 22 32 /2 32 32 /6 2/4 32 tc 32 32 /6 /2 2 32— 32 — 22 /4 /2 _ /2 It /6 a /2 /6 22 /2 /2 /6 2 32 32 3? /6 32 - ZZ — 22 2? /2 /2 /7 /4 l /412 /2 /6 /2 /6 22 22 22 32 /6 — /2 /4 32 32 /6 22 /2 /2 22 / /2 32 /4 /2 /2 /2 /6 /2 Hinge \ Bent /9L Girder \ \ #9 cant TOP REINFORCEME/V T A/0 SCAI E kt o z /fe/nforcernent Keinforcernenf CQ ii L I No/e s : A// bars #9 unless otherwise noted Numbers at ends of bars indicate distance in feet from f Bent DESIGN DETAILS QUANTITIES OS 01:9 T 7ZFrsLt tYr,e./ Q Wit: icy 9-1/ Checked - 709, C4sn es/. Checked eie• Chan Iced 8/a/ B! ORIGINAL SCALE IN INCHES FOR REDUCED PLANS State of CALIFORNIA DEPARTMENT OF TRANSPORTATION I STRUCTURES - DESIGN C„1\,52.0 PROJECT ENGINEER REGISTERED CIVIL ENGINEER NO cu o4e/D 3 WO /3465/ 49 Cont. fit Reinforcement reinforcement r e Structure 1' Girder BRIDGE N 3,5- 2.522 E ' ROUTE 92/101 SEPARATION- LEFT BRIDGE. POST MILE R //.8 TOP GIRDER REINF.-BENTS 12L THRU I8L REVISION OATES (PRELIMINARY STAGE ONLY). Disregard prints bearing earlier revision dates —► t DIST. COUNTT ROUTE POST MILLS —TOTAL PROJECT TOTAL **4g/8max TOP L ON6/ TUUIiI/AL RE//VFORCEMENT nio Scale 04 SM 92, /0/ T//. 9/r12. 91 /.9 /93 6200 199 DESIGN ENGINEER REGISTERED CIVIL ENGINEER NUMBER DATE APPROVED Bent ,214 • dc /od er e / Pe/ i DESIGN DETAILS QUANTITIES OS LI`."9 B B c $- 4d/ 3. Nor, `n stsi bcn.<ki" Checked %�� J1 ! rL 4 J C?! h�eJgd/��� eb a l ✓ ,tom/ v�L.'��• ORIGINAL SCALE IN INCHES FOR REDUCED PLANS State of CALIFORNIA DEPARTMENT OF TRANSPORTATION T I I J 1 2 3 STRUCTURES - DESIGN BRIDGE NO. 35-2524 -kY\. �Jt C.\'esto PROJECT ENGINEER REGISTERED CIVIL ENGINEER NO. CU 042/0 I WO /3465/ POST MILE I ROUTE 92/101 SEPARATION LEFT BRIDGE TOP GIRDER REINF - BENTS I9L - 2 IL 9kn•aard prints hearing earlier revision dates ----i REVISION DATES (PRELIMINARY STAGE ONLY) II SHEET OF 5 5 t; 16J4 9) ]; i - 5-P. / DIST. COUNTY ROUTE POST MILES —TOTAL PROJECT SMUT Hie . 01 541 92,10/ 77/.9/772.9,1A9 /94 495 sisis DESIGN ENGINEER REGISTER 0 CIVIL ENGINEER NUMBER `�� A, t` k1,4 JEd9e of deck 4 1- Al Nt tki DATEAPPROVED de /elder26 /Pe/ ; •I ki % . 8 25 1/ i5 /0 _ /L_ 1d /3 /8 I ki i3 g — /3 /0 /3 y — 9 /2 —/7 /2 11 /Z 20 20 /5 9_ -- i2 /2 /2 ii l3 /$ T /3— 8 's /O /3 /9— 1¢ /0 /5 25 11 q .0 \ �- 14 2/ + // d ZS l7 /,/ 19 /5 /8 13 8 , zb Zz24 26 zz 8 15 /� 8 5 20 /$ /6 — /9 /2 /0 e —20 - ---- /6 /7 /9 — e /2 8 /o /6 /3 22 /5 /9 /3 8 26 22 z5 / 1/ /8 _ /7 2/ 26 a 24 2d N r" N kb i-#9 coat 25 9 /d / /2 /3 /8 72 '2 /2 /9_ Id 20 b 7 /I Edge o(deck 22 /3 21 /1 /3 /g 20 7 1/ 25 9 /d /1 /2 /3 20 �' 27 zd /3 8 22 /8 9 9 /5 22 9 9 — 2� /5 /3 Z/ 28 27 1/ 28 8 22 /2 25 /4 /3 20 2d CN a1 '4 27 /3 25 24 12 /2 /2 /3 27 26 12 27 /2 13 23 28 /1 /2 27 /1 28 k Edge of deck #9 con/ • • L' Z7 30 C zr /6 /5 22 /1 / /3 / 74 29 ;D 27 /6 /5 22 /G /1 21 29 29 22 25 25 30_ 27 /3 /3 2d 29 /6 /5 21 29 22 • 3027 25 /6 /5 8 /8 // 13 22 24-29 25 // /3 27 27 5027 /5 241 .25 22 5027 25 /G /8 /8 25 30 27 /5 22 /1 /5 21 29 27 /1 /3 27 /5 2d 29 22 K 4) 6/?der birder NOTE: ALL REINFORCEMENT #9 UNLESS OTHERWISE NOTED NUMBERS AT ENDS OF BARS INDICATE DISTANCE IN FEET FROM g BENT FOR TOP REINFORCEMENT SCALE: LONGIT 3/32" = 1'-0" TRANS 4" = DESIGN DETAILS L -A4 /c ._. i /2/ea G-/ Checked Checked QUANTITIE OS 0109 13v 9 -1/ h£ ked ORIGINAL SCALE IN INCHES FOR REDUCED PLANS / 0. State of CALIFORNIA STRUCTURES - DESIGN DEPARTMENT OF TRANSPORTATION . )6-, c )x,51=' 1 1 T 2 PROJECT ENGINEER REGISTERED CIVIL ENGINEER cu D12/D wo /54/4,5/ BRIDGE NO. 35.252L POST MILE R 4 O ROUTE 92/101 SEPARATION LEFT BRIDGE TOP GIRDER REINF —BENTS 22L THRU 29L :1 1 -re and prints bearing earlier revisIOR dates — REVISION OAT S (PRELIMINARY STAGE ONLY) SHEET OF SG( q3 16)41-az 140T - (-se D1ST. COUNTY ROUTE POST MILES —TOTAL PROJECT No. Iota eelun 04 SA/ 92, /o/ 77/9/772. g//9 /95 199 •&. yllazet hen? ?e Typics/ fxferior boy reiaf. Typice/ /rier'or --- bay rerf £ 6irdcr� ' $5 /op wile TOP REINFORCEMENT DESIGN ENGINEER DATE APPROVED REGISTERED CIVIL ENGINEER NUMBER OCTokr 26,4;8/ J Beni _NZ € f/thge Twin./ $xfcrior• bay TCiin' Typico/ /interior bay reinf. 6ii'der Checked DESIGN DETAILS By 4. Sgnja By. ,, g• v!i .4-8/ Checked QUANTITIES DS 0129 -T 2 4 9/ii SCALE IN INCHES • J4G&asu..�.caa� ORIGINAL ORIGI FOR REDUCED PLANS 0 9/e/ State of CALIFORNIA DEPARTMENT OF TRANSPORTATION I ' I 3 STRUCTURES - DESIGN c‘1,sau PROJECT ENGINEER REGISTERED CIVIL ENGINEER NO cu 04?/0 wo /3465/ BRIDGE NO. :25-252 L POST MILE ROUTE 92/101 SEPARATION -LEFT BRIDGE TOP GIRDER REINF.-BENTS 30L THRU 34L Disregard prints bearing earlier recision dates REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF SZ c33 s 31em - sn ate re -0439 8200 DIET. COUNTY ROUTE POST MILES —TOTAL PROJECT SHUT NO. SMIUTOT IL t 04 $M 92, to! T//9/r/2.9, /.9 /96 499 Fr X 'a.) c'C x 43 `Edge. of c1¢.ck tbenl 35 L t3¢,n+ 364. £ tbe.n # 374._ • Can DESIGN ENGINEER /cher DATE APPROVED OC f er e€,/.98/ 2/ Ifi /U /0 _10 /8 2/ /t, 4 2/ 18 to 2/ 18 2/ /8 to ' 10 10 2/ /B /5 /8 /0 I S 10 18 to 2/ /8 IU /8 10 15 10 2/ 21 10 18 7/ 2/ I0 2/ f /8 /0 2/ 2/ 10 Ig 2/ to /6 'O 2/ 2/ /5 —21 Z/ 10 IS 2/ 2/ 10 2/ /8 18 !0 2/ /6 /0 l8 10 /8 10 1 2/ 2/ —10 /8 2/ IC /8 r le.F-lrna2 te. /0 2/ 2/ 2/ 44. 2/ 2/ to /8 2/ 2/ lB 2/ 2l16 10 10 2/ IC 2/ Ifs 2/ /0 2/ I 8 10 2/ I' ClitSpOfl CL',(ben?‘ 35 L rex/ voce. ex7i gir*r Span rota P/ firar{Ceme.,Nr en-) f 36L 4 al'..'. Sp on t, fbenf 371 - Con,' -� Span CAf�ri7Gcd /4 /'3 28 33 3 0 ro /7 1 26 I 30 30 /7 /7 8 /9 4 t5 C L 0 »- 0 C -,- Ui M 23 /¢ I I /9 231 /9 2.9 30 240 /7 /7 2E5 33 4 20 30 30 /7 /7 30 24 20 /7 269 kJ 30 24 /7 /7 3 33 33 20 21 3 T- /9 II :3 23 IT 4 II ti /9 33 2e 33 6 26 7 2y /I - 30 30 /7 3c --__rt6 /7 20 30 20 7 7 24 30 } 20, \3o 7 /7 33 —428 23 _ 2B 2a 331 /9 --r-- +23 ,1 46 0 t? 15077-0M ea 1V�'C 1 CEMLN T 46 REGISTERED CIVIL ENGINEER UMB NOTE r' All reinforcement #9 unless otherwise noted. Numbers at ends of bars indicate distance in feet from 2 span or reference line for bottom reinforcement and g bent for top reinforcement. H DESIGN DETAILS QUANTITIE us 9':9 L3, K., Q. s 94/ 9, 6/ State of �hecke 9^41., CALIFORNIA DEPARTMENT OF TRANSPORTATION ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 2 r STRUCTURES - DESIGN PROJECT ENGINEER REGISTERED CIVIL ENGINEER NO 1 cu 04210 3 1 WO 134651 BRIDGE NO. 35-252L ROUTE 92/101 SEPARATION- LEFT BRIDGE POST MILE mit a I •TOPB,BOT.GIRDER REINF -SPANS 34L- 37L Disregard prints heart rut earlier recision dates -► REVISION DATES (PRELIMINARY STAGE ONLY) SHEET 5$ S3 GIST. COUNTY ROUTE POST MILES —TOTAL PROJECT Lrtar MO. Tour 1114111111 0 4 5 M 92 , /0 I T//.9/r/2.9, //. 9 /9 7 499 T'ot° r del NFnIRCZ.Ad r 15 Or; t $2 L- 2/ 2/ /0 — /e3 2/ 2/ L H:nge' LSpan U tV ei uj t v Q 4 �I 0 N M i ext face, ext"'rder 27 27 27 27 7 /b /6 24 29 29 24 29 24 24 29 50 34 30 Genf 42.1- 30 3 3 .Span ?� leenil 1.3 t&cnf 93 L t Span Cont t "bent 441 - ±,(bent 44L t..5/can 26 - 30 30 26 1 l5 /7 24: /7 /7 30 /5 20 2ce /7 /7 /7 7 /7 24, /7 7 20 20' 5 50 7 30 7 '30 /7 2!0 20 2l� 2$ 30 30 5a 24, /7 7 /7 /7 /7 • 2Co 30 30 30 /5 /5 // // 94.13. 5-: DESIGN ENGINEER DATE APPROVED Szoo REGISTERED CIVIL ENGINEER NUMBER �c�od er z6, 798/ L Abut 451. 'I Abut 45.L_ // 25� tie *& ccDnt rQL.tNPQ&CL 1'E.N #6 NOTE: All reinforcement #9 unless otherwise noted. Numbers at ends of bars indicate distance in feet from gspan or reference line for bottom reinforcement and bent for top reinforcement. Rleust,44.4 f-81 Checked DESIGN 9-8/ Checke DETAILS 9-e/ QUANTITIES OS 9'S9 H K, ,c! di Sty 9-1/ C12.0cked 01 ORIGINAL SCALE IN INCHES FOR REDUCED PLANS State of CALIFORNIA STRUCTURES - DESIGN DEPARTMENT OF TRANSPORTATION PROJECT ENGINEER Cu n42/O wo /34651 C. \1!520 REGISTERED CIVIL ENGINEER NO. BRIDGE NO. 3502,52, J ROUTE 92 101 SEPARATION —LEFT BRIDGE POST MILE mites 1 TOP&BOT, GIRDER REINE - SPAN `h i I L _ 44L 7i -regard prints bearing earlier revision dates ---f REVISION DATES (PRELIMINARY STAGE ONLY) SHEET O 59 93 4 DIST COUNTY ROUTE POST MILES -TOTAL PROJECT him no, TOs11 1Munf E x /15 71 f >,cjo -l3ol o eJge of exterior girder Spon tbe.r) it St e itn f 6 t_. x . es 1;6 7 cei 1 24 30 33 20 20- 21 33 2t 25 56 3cD J9 36 5 2.4 30 con+ 34 35 34 30 24 30 15 t3 56 30 19- 36 25 25 36 .30 24 50 6 36 36 136 II C 6 /3 24 .30 79 9 24 30 at 3C) P 30 2 J o!tsarr edge of exterior girder 30 2 30 33 Zt 34 30 30 20 30 33 33 30 4 30 $ 33 33 35 30 30 30 20 2 20 20 2.1 30 2! 54 3 34. 30 t 31 • L✓ 9D 33 31 23 3! 35 33 2. I307 -TOM lz I.r PO C5..M .NT 31 23 34 i 3! /7 #6 *6 con, 17 17 Span 17 30 ----IC-- -C 51 53 4 35 t9 3t 19 3t A 3t 4 • r DATE APPROVED 198 5M 101 .B, d7n7a Ti/ 9/172.9, // 9 8200 499 DESIGN ENGINEER REGISTERED CIVIL ENGINEER NUMB Oc/o6er 26 /98/ Edge of bottom 5/oh. feet/Typical 5eefron I "sheet • No>{e.: 411 re,int' t unless oyhe-rw,SG no/cecl. NumloCtS o / fan cis of heirs Inclioco c c/,sfc4need in fE.e.f fro t,, Span . DS DI_9 DESIGN Checked DETAILS QUANTITIES iZi 3 B K. t a5:2x� f'O / Cked iced // ,,..�-(i��.U�.✓�:�C�(i 1r /J/vim/ ORIGINAL SCALE IN INCHES FOR REDUCED PLANS State of CALIFORNIA DEPARTMENT OF TRANSPORTATION STRUCTURES - DESIGN PROJECT ENGINEER REGISTERED CIVIL ENGINEER NO CU C74'2(C) WO ?34651 BRIDGE NO 35-252L ROUTE 92/101 SEPARATION —LEFT BRIDGE POST MILE !La I SOT. GIRDER REINFF - SPANS 4L THRU � L Disregard prints bearing earlier revision daft; R REVISION DATES (PRELIMINARY STAGE ONLY) SHEET SS DIST. COUNTY ROUTE POST MILES —TOTAL PROJECT SHUT NO. TOTAL SHOTS 04 5/4 9z, /0r iii.9/ri2.�,/.9 /994'99 I beortr 3 3 3' 3 /� 20 3 3 4 aq2 p{, )O#' °'rr J der' �,c{erlo 23 _3 3�.-- 33 33 — - —23 33 4 Sloan 33 t ^ g 3 I 22 2.0 33 20 33 3 i �.� 33 33 T 33 20 33 20 20 20 Cla rju� 34 te is" 34 tj 21 94 0 2' 34 21 34 z1 21 34 34 33 31 r7 !? 33 23 23 31 30 22 2.4 2.3 74 27 31 31 33 23 7 23 31 17 33 30 Z3 _24 2 27 --zC 24 32. 33 31 31 33 17 17 23 23 23 33 17 23 31 1 j 31 33 33 .33 2.c 2 34 1? 33 1 Edge of bf/om s/oh See "7 j ,ca/ Sec//a/71.11._+ shed) 33 33,O 20 20 34 I 21 34 2.1 34 C 0 0 L., 2.422 22 47 4 21 _ b4 2 i 2-2 2.4 22 24- 47 33 T 33 31 1.7 17-23 33 2 33 34 f 47 20 30 22. 21 3! 34- 2,4 32 .33 17 17 23 31 a3 33 30 22 24 D2 f %p 20 2l 34 1 33 ! 47 33 17 /? 3 33 33 20 7 J 47 .______t3 34 isemser !3 -46 to/lion--) exist, . of ex/erior- girz�'e'- 4e6 Gan71 re0TTOM tR6.1NFCJ/2C, A4E.A.IT 47 6 k cs Q. ts 4. • • 'he.ihe.oliad7,6t DESIGN ENGINEER DATE APPROVED B2 o0 REGISTERED CIVIL ENGINEER NU Oc /of e, 24 /99/ Wo/e.: All rejnf i, unlC5i cShtirwise, noi'ed, Numherb O71 tan&S or hart indiaa;/e. c/iS/ante, !n feet !crater) t Spot) • B 13 DESIGN Sc. UR Checked DETAILS 13y It" Lied 4r4ra QUANTITIES OS X1;9 ked . 1 _ - v ORIGINAL SCALE IN INCHES FOR REDUCED PLANS g/ State of CALIFORNIA DEPARTMENT OF TRANSPORTATION O i ' I 1 2 STRUCTURES - DESIGN --"c••\\. 1-n�.../�..�, C. I!, S 2.O PROJECT ENGINEER REGISTERED CIVIL ENGINEER NO. CU 04210 WO : 3465! BRIDGE NO .55.251:. ROUTE 92/101 SEPARATION —LEFT BRIDGE POST MILE Cod BOT. GIRDER REINE-SPANS 7L8. 8L Disregard print- bearing; earlier revision dates REVISION DATES (PRELIMINARY STAGE ONLY) 7 SHEET G 1 Of O' 3 -- 5' MST. COUNTY ROUT[ POST MILES —TOTAL PROJECT ,Ng TOTAL O 4- 5 M 92, 10! T//.9/T/2,9, //.9 200 499 Edge of toffom s/ob. See "Ty,o/ca/ Sec/ion I" shee/ span 26 2E, 2 f.aaet' Of ex ferior 7 irder 24 24 22 :Jr— 30 30 33 54 4 b 33 4 _- 2? _ 5/2- 2.0 — 2a 2 .315 — f _- 24 2 3 24 24 24 24-- 2q I-Acp 26 /4 I- Ica 24 2 r3 24 50 --- 2 4 rt.4 Z2 5 32 2 Z 2n H- ±: .> c1 en C.6 ZG z �34 25 4 Con+ 5�— 3'• 4 24 6 33 34 — 30 32 3 20 22 34 3' 2 30 Z2 33 32. 2G 2G :3 4 34 2C) 3 22 34 24- so r3 24 2G 3? 50 34 23 24 50 34 /4 2g Zo 26 --2 3 25 37 4 /G 37 5 `t )O{torn edge of e.,xter/or girder 6 J Sal" T ^M /PR E/NFOR,C.t:/4LNT DESIGN DETAILS • *6 conf—' f nrf cs -ti h v.. 0 t5 L 0 1/45 NA. C. ,0 0 40 h (141 13. eXalla DESIGN ENGINEER REGISTERED CIVIL ENGINEER NUMBER DATE APPROVED Dc71o4er 24 /98/ tic/t.. Alt re..inr 419 un/e53 eneherw/sc racy/e,ci. Nurr /oe.r5 a, ends of oar, ind/ca 74e. c%'s/ance, �n flef from , Span , BZ 0 0 Checked AY, Lee. °Yg k/,c4'r 3-3/ °ie Q tseit Checked A.Y. Lee. Cbeeked QUANTITIES DS D''.:9 9-1/ ORIGINAL SCALE IN INCHES FOR REDUCED PLANS State of CALIFORNIA STRUCTURES - DESIGN DEPARTMENT OF TRANSPORTATION -w-)N- c"0-51-0 2 PROJECT ENGINEER REGISTERED CIVIL ENGINEER NO. 1 l CU 042tc) WO 15465! BRIDGE NO. 35.252 L ROUTE 92/101 SEPARATION —LEFT BRIDGE POST MILE BOT GIRDER REINF -SPANS 91_ a 1O L disregard prints bearing earlier revision dates --► REVISION DATES (PRELIMINARY STAGE ONLY) aill SHEET Cow OF ck3 -I S -I DIST. COUNTY ROUTE POST MILES —TOTAL PROJECT No. TOTAL SOWS 04 SM 92, /0/ T//. 2/r/2.9, //.9 2a/ 19,'9 tdent //L� Structur7 1 c ?Bent /IL 0 Girder ¢' Span /1 #9Cent, Edge of deck t8ent /SL Span /2, ,€e/i7f, typical @ Spans /3, ii; i6, f`/7 0 lent /3 L DESIGN ENGINEER DATE APPROVED 25 22 25 32 25 25 32 35 I' 32 32 25 22 25 38 25 25 32 35 820.0 REGISTERED CIVIL ENGINEER NUMBER Dc to er 24 /96/ 25 22 25 32 r 22 22 35 32 35 35 25 22 — 25 32 22 35 22 22 22 22 25 25 35 35 35 32 82 32 22 22 35 25 - 25 35 32 hx 25 t 22 22 25 32 32 — 25 -- 25 82 22 32 h i 22 22 25 25 32 32 22 2? 25 2.5 32 /8 rva.r.2� ¢� Hinge G Edge of arecL it Span /4 #8 Cant t Pent /5L #6 e /8 max.\\ *9 Coat 24 /4 to 33 30 24- Zo - 33 f t / t Ben/ /8L / Edge of deck e Span /8 \_#/sent/9L 138 25 c 22 92 25 24 27 20 33 /4 /0 23 3D eL 27 23 30 24 20 30 35 32 25 22 85- 2? 1 ,\ 32 22 25 �\ 24 27 20 33 23 30 27 23 24 20 30 33 *9 Cent re Cont Notes; Name e rs @ ends of .bars /ndica/e dis t once from ? oft' s,oarz 411 bars #9 unless otherwise noted. ,Peinf, symmetrica/ about ? structure, except a/ S,oan /6. #9 Cont. 32- 25 c - ( #66 /L9max, Girder 22 22 7 ?Structure 22 , 22 25\ 32 — 25 #8 Cont. 36 32 25 22 2? 35 22 35 22 32_ 25 BOTTOM RE!AJFORCEMEN T 3P 25 32 22 25 A/c 'SCALE d'6 ea Mitt Edge of deck. DESIGN T 7rxra-a r /z, o Checked DETAILS v. -Jai /?/fl Checked Char 8' Wei QUANTITIES OS D129 By d, Si. 9-1/ CgeC ked Ce,,J J' -e z, 0/ ORIGINAL SCALE IN INCHES FOR REDUCED PLANS State of CALIFORNIA STRUCTURES - DESIGN DEPARTMENT OF TRANSPORTATION "\ c %\, sai PROJECT ENGINEER REGISTERED CIVIL ENGINEER NO, 1 1 1 1 CU 040/0 1 2 3 I WO /.i4 65/ BRIDGE NO 35- 258 L POST MILE ROUTE 92/101 SEPARATION — LEFT BRIDGE R//•e BOT. GIRDER REINF.-SPANS ILL THRU ISL SOT GIRDER REINF.-SPANS THRU I8L Disregard prints hearing earlier revision dates REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF GS ,q3 5e DIST. 0�1 COUNTY 5119 ROUTE POST PILES —TOTAL PROJECT TOTAL ONSET, 94 /0/ T//, 9/T/2.g //9 20 9,9 tb 44 ql c�- 6 L /9 £' Ben/ 22L '19 con / ,8oftom edge of exterior girder Vl V kM tN G. S f3J?cc DESIGN ENGINEER REGISTERED CIVIL ENGINEER NUMBER RASE APPROVED /2 /2 /9 2/ /9 2/ /9 /9 /7 /G 29 2/ 20 33 24 27 24 29 2/ /7 20 27 /6 3.3 29 24 /5 29 9 26 Dc/oler 26, /94Z__ Typ. ex ferior hay re/nf.' Typ ih ferior boy rein( 6/? -der •c CI Cs 3. �' 146 NI % ' G ,7 � #9 cord cy2 /Bottom edge of N% e 6 k ktzI ac C3. L H KID 1 cg kt k ' 2J 2/ /9 i 29 1 /9 29 2/ /9 2/ /9 29 24 29 26 ' 23 /9 22 /5 3/ /5 /9 /5 /7 32 26 20- 26 29 t 29 24 29 32 / 7 /8 /9 /5 /9 3/ /, I 22 73 29 26 29 24 1/4 if Bern / 28L 49 con/ Bottom edge of ex ferior girder co NOTE: ALL REINFORCEMENT #9 UNLESS OTHERWISE NOTED NUMBERS AT, ENDS OF BARS INDICATE DISTANCE TN FEET FROM g SPAN FOR BOTTOM REINFORCEMENT SCALE: LONGIT 3/32" = 1'-0" TRANS I4" = 1'-0" ---Typ exterior boy rein(. Typ interior` bay rein f.' tr 6/)-4'er 4`9 Con/ co 20 20 30 30 20 20 30 30 28 28 Typ. exterior hay rein( 3 25 /9 35 341 3o 23 28 31 35 25 /9 30 /5 -28 92 22 23 23 /1 /7 /6 30 23 30 /9 28 51 25 /5 23 31 32 /7 r /9 28 90 22 /5 231 -Typ inferior boy re/i21, 6/rder Ear DESIGN A Ss< f/ Chccke_ (r'��� 4f6�— Checked,. ., _ V C k DETAILS QUANTITIES as o1:S 6y,C4) lr. 9-f/ ORIGINAL SCALE IN INCHES FOR REDUCED PLANS State of CALIFORNIA DEPARTMENT OF TRANSPORTATION STRUCTURES - DESIGN -�N I\JSSZO PROJECT ENGINEER REGISTERED CIVIL ENGINEER NO cu Cd7/D 3i wo /3dd5/ BRIDGE NO, 35-252L POST MILE ROUTE 92/101 SEPARATION LEFT BRIDGE BOT. GIRDER REINF- SPANS 2IL THRU 29L Disregard print:: bearing earlier revision date: -------- REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF .16/41-610 - my 5cl Eris+inc3 Bent o il, so I o0 26\ 7-0.2-0 Access opening (Deck ) G' Cored Holes - 12elocate aTS rep»r'ed to clear exist. elual. bolts, a0 CO to I i PLAN (td.. Ed9e of Beck L - r L — ' i'Gt 11-0N Hincle Restrainer Units . Fordetails See "Hlnje laestralner complete Con St -Type CI " Sheet. - C1o5u re pour G" 4 Formed Holes f Edge of' Deck Approxlocation of existing prestressed girder anchorages Hin e ccoll 5L Line 30'-l'/21 " S+acie III. Coristruction r LD C7irder Nc ti PLAN &Girder,New Cont. New key -Sec Detail "A" SECTION Stage I Construction �?I [Construction Joint -4 , New hinge cl aphragrn construction only r� I Existing raised key AT C HINGE Drill grout wa total 4. Pace deep holes — Con'f /-1\9 c 6" in il`$ xo' C" Drill egrout *6,106.1: to+cal 8, Place in 1"cis x '" deep holes DETAIL llA U SECTION D -D Hin total a cE ExI 4Lt. 2,- 6" *4- f *4 @ L4- Gr;Hags DIST. COUNTY ROUTE POST MILES —TOTAL PROJECT 40. • •T°l 04 5M C)2,101 Tit 9/772.9 11.9 203199 8zoo DESIGN ENGINEER DATE APPROVED „)c/oie/ 26. /2s/ REGISTERED CIVIL ENGINEER NUMBER 100x 1 w" x eitein Etat+omeric erg. Pad, +o+. to New key H See Detail 'S.' Drill grout 4'G @ Gt total 3 Plac 1"$x G" deep holes rox. location of istinq prestressed order anchorages CeN Drill I grout *(1 661' total 6, Place ,n l"'ex C' cleep holes .Girder, Hew Const PLAN DETAIL "B em' H 1'nrie SECTION E - E 5' -0" �-- H inge 21-9H --Join'I Scol MR=E" 1 � � "+ Hole 1 I I° between key:, SECTION THRU HINGE I "21) = 11— 0 �- Reinforcement shown i5 assumed to be in price. For reinforcement in new construction see "Box eirder 24" Hinge - Elasfomeric " sheet, By DESIGN By DETAILS QUANTITIES DS 0122 Checked Checked T BY/ 4 , Q. J'e,<,r 7-1/ ORIGINAL SCALE IN INCHES FOR REDUCED PLANS State of CALIFORNIA DEPARTMENT OF TRANSPORTATION 4 STRUCTURES - DESIGN BRIDGE NO. 35- 252 L ROUTE 92 101 SEPARATION -LEFT BRIDGE • (11 h,S2-0 PROJECT ENGINEER REGISTERED CIVIL ENGINEER NO CU 0 LL 210 WO 154-651 POST MILE Ft 11.8 Disregard prints bearing earlier revision dates ---i HINGE DETAILS- SPAN 4L REVISION DATES (PRELIMINARY STAGE ONLY) I SHEET j OF O3 )k251 - sr am Ib4� N See 'Joint Seal Assembl "sheet _ Y„ Heys- See Detail 'K" -- '16 B -o" a 8 Main Girder reinf /2" 2"9" �--- .g Hinge Closure pour For join f seal assembly S-0" 6=9" #6 to/o/ 2 -Extend lc edge of deck 14 `—' tjp fo hold "6 L--, - 8,0„ 2 -9 c each girder -) *6 ` , total 4 5uag_ Extend bottom /ong rein( TT- - 11 ► -'1 I� LL::zr:r II Prestressed air -der H /NIN;Conne for / N '0'6 9 /6 max No/ required within f-3" fron7 ¢` girder) Il • L'. Top long, r-einf '6 Iota/ 2 H Extend to edge of deck — Ityp,toho/d *r6 #6 ' total 5 - #6 118 6 c_ I a/6 hori3.1 Dowe/s " see "Concrete gamer Terminal iecfions " d/?ee/ �6 Iota/ 3 ' Extend Io edge of deck *7 _ ( i r x6 IZ 642g _1� �8 (Note 3) I 2,5 r--1 8 - -t *4I I talc/ 9 / Iota/ /0 4#71 a4max 'r5 L� �8 1-6"- 5 � @8 *6 Iota/ 4- Extend to edge of deck ,e9 B a g Ex/end ho/Join long /eint Grillage '€¢ e 4 boil? ways see 1'47 [a8 Hinge - — +-�---- �4 �— Iola/ /2 —m t "6• 'to/a/8 °5 LJ @ 8 7 a8'(No/e 3) r-- '16 r Jlsp8 max. SECTIONS THRU HINGE NEAR BENT I I L By DESIGN Cons? ,Join/ 'NW" L iuc It 83L 30 "-/ /,' " Stage I Cons/ is - 4 ELEVATION Stage Y Cons/. DIST. COUNTY ROUTE POST MILES —TOTAL PROJECT Tali eo41499 TOTAL 04 SM 92,101 Tit 9/712.9, 11.3 %T. E . DESIGN ENGINEER DATE APPROVED 8260 REGISTERED CIVIL ENGINEER NUMBER Gc /Oder 24 /28/ No/es : 7//A Ind/co/es cast -in -place concre/e to be placed .after prestressed girders are stressed (N`/ -Connector), Supporting side of' hinge i5 lc be constructed first and bearing pads properly positioned, Concrete to be same strength grade as cast -/n -p/ace prestresscc! concrete, Fo%rework to remafr in p/ace unti/ concrete has attained a strength of at/east 3000 /bs per sq in. For Note 3 ', Detail 'r'<sand additions/ hinge details 1 notes see "Prey/ressed Box Girder. 2¢"Hin9e - E/ostomeric " sheet For ///hge Restrainer type and numher of See 'Aimee Rcsfrainers Layout' /' sheet. Checked DETAILS B y/y,C.B. a8/ Checked QUANTITIES DS O 39 By /, ., d, st>_1: 91/ h ed ORIGINAL SCALE IN INCHES FOR REDUCED PLANS State of CALIFORNIA DEPARTMENT OF TRANSPORTATION 1 3 STRUCTURES - DESIGN 2 PROJECT ENGINEER REGISTERED CIVIL ENGINEER NO. cu 04210 wo 134e51 BRIDGE NO 35-252L POST MILE RTE 92/101 SEPARATION - LEFT BRIDGE R II.B Disregard prints bearing earlier revision dates HINGE DETAILS NEAR BENT II HINGE DETAILS NEAR BENT II L REVISION DATES (PRELIMINARY STAGE ONLY) SNEFT OF 6G °13 1611-W Sr SA1139 N I� L Ct Hinge ti #6 [ 89 L J PLAN r r { 4/ 7 1._ L. = J /9 Key " /" H/NGE NORMAL TO GIRDER -Joint if skew > 20° Girders — £ Hinge -ti L_ 31- 011 #6 C e"9 (Also at Sloping Exterior Face) PLAN HINGE SKEWED TO GIRDER r L 6 6 3 1 0" 3'-0 4 '1 Above 8 be/ow hin9e seat 3' /' min. /"min., 3"max. Clearance to r1 or (1 bars • SLOPING' EXTERIOR FACE if utility openings are required, locate between bearing pads. b VERTICAL EXTERIOR FACE 4-6 at a// utility openings SECT/ON AT C HINGE tab S co 4- 6 - Chamfer acute corners of key with triangular strips of expanded polystyrene. I J Key. See Bridge Plans ( -for number and location Stirrup spacing 1/2" Expanded polystyrene at sides of key Expanded ,polystyrene See Detail Plans r ' Hinge '5 k„ tot. 6 SECT/ON B —B 6 max Typical reinforcing placing details. PLAN KEY DETAIL 2 ""4 ho/e 8" wide recess at bolt One nut and one jam rut each end - Note.. Nuts, bolts and plate washers shall be painted Expanded polystyrene washer. Thickness = Round bar threaded both ends. /k2" 0 A -449 or /411'0 prestressing steel optional Bolt parallel to £ structure at center , of each bay. Note 4 This concrete shall be placed after the glower hin' : seat. E34 x 6 x 01-6". If hinge is skewed, recess concrete so plate will bear on surface normal to £ bolt. If "X "measured parallel to £ structure exceeds 3�O"the right end of the bolt assembly may be cast in the concrete o min. length of 3 L EQUALIZING BOLT DETAIL This detail not required on structures with only one hinge. /" Expanded polystyrene Face of ext girder at soffit Face of ext. girder at bearing seat Face of ext. girder at overhang 6" 1 L4 SECT/ON C -C Barrier not shown 3 =0"/ 6- @4* Above 8 be/ow hinge seat. IL Outside face of exterior girder. 3,, € Exterior girder PLAN Expanded polystyrene Some thickness as bearing pad 3 " Level Joint Seal Assembly Hinge near Bt. l4L ; MR=3" Hinge near Bt. 9L; MR=4" Hinge near Bt26L ; MR=3 Main Girder reinforcement. #6 II`11@9 (Note 6) EXTERIOR FACE 0 Vertico/ 9" Sloping l'-3" DIST. COUNTY ROUTE POST E No. Tons SHEETS MILES —TOTAL PROJECT 04 3 M 92, 101 77/9/7/2.9. //.9 205 09 /1 Ti. if'l. i -ea-- DESIGN ENGINEER DATE APPROVED REGISTERED CIVIL ENSIMEES NUMBER OcfnAPr 26; /,98/ Place bearing pads at each girder and between each girder. Elastomeric bearing pad. See plans for size. 3" SECT/ON A —A TYPICAL BEARING DETA/L 2i-9" _ f e. Hinge #7`\ 9 (Note 3) - " N #6 total 3 (Note 8) 41-9-} @ 9 max. 4®/8max. #5� 9 #61L=J @9 1 • • �. # 2- 9 °L"@ ea. girder (Note 6)-1 #4 - tot. /6 (Note 9) #5 go 9 #6 - tot. /O N /2" # 6C1]@ 9 max. • • • • sat • • • • • • • • 3" 3" # 1- o 11 5c--@9 D ZJ C Hinge I" Expanded polystyrene #6 tot. 5 Extend to edge of deck. -116 tot. 5 `—/ #9[ ca 9(Note8) #5 C c 29 (Note 9) • • • • • Bottom long. rein f. 3/4" Drip groove , place on low side of hinge SLOPING EXTERIOR FACE ;: See Note /0 NOTES: I. See Bridge Details /3-/) 8 2. To provide for free movement of the the joint by sealing o// openings . 3. Bars may be p/aced with hooks horizontal if required for clearance. 4. When the key interferes with the p/orement of the equalizing bolt, p/ace two bolts at 3 foot centers in either adjacent ce//. 5. Adjust angle of bars at key to clear. 6. "Lax 8'-O"when skew < 20° 101-0" when skew >20°. 7. Reinforcement shall be spaced along t of hinge and placed parallel to £ structure. 8. #7 %� , 9 when structure depth is less than 6'-O'.' 9. #5 4© 9 when structure depth is equal to or greater than 61-0". 10. When girder depth is less than 510"±, reduce dimension as required to provide 4 "min fillet • • • • A • comp/eted hinge, concrete is to be excluded from • j' 2-#9 I @ each girder (Note 6) • • • — 9 max (Note 3 8( 5) 10 #4 @ 18 max. #6 `—' total 3 r Main Girder reinforcement. #6 II�4) 9 (Note 6) SECT/ON THRU HINGE DES/GN LOA D/NG DATA Girder Depth Max. Factored Hinge Seat Load (k/ ft ) Key Size and Max. Transverse Load Vertical Longitudinal Depth Load /Key 3' 25 5.2(Proroted) 6" /90 k 4' 32 6.3 5" 37 7.4 6' 43 8.7 7' 50 10.1 8'8 over 58 /1.7 STANDARD DRAWING FILE No. XS•12-62 DRAWING DATE M -0S D In 6/81 DESIGN DETAILS By at sta_cit, I Checked. Checked a'`„ BYDDL ancaster SUBMITTED BY `,\\•` Appgwal RecernInn ded By R{GI DNB 7989 VIL EN{INFER NUMREM_ ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 State of CALIFORNIA DEPARTMENT OF TRANSPORTATION T I I T 2 3 STRUCTURES -DESIGN SRUDGE No. 55-252 ti ROUTE 92/101 SEPARATION —LEFT BRIDGE PROJECT C A') S 2.C) ENGINEER CU O42 1 b WO 134coS I POST MILE R//, 8 BOX GIRDER 24" HINGE - ELASTOMERIC Disregard prints bearing earlier revision dates --► REVISION DATES (PRELIMINARY STA•E ONLY) I SHEET OF C3 � H i n g e - L - - I L - J � H i n 3 = 0 "