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HomeMy Public PortalAboutHWY 92 and HWY 101 Separeation of Left BridgeGIST. 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 � Hinge - L --I L-  J � Hin 3=0" C es PLAN Also at Sloping Exterior Face) I I I J L-- -�� r- r- r-r i r L --J L J L J L__J L ti -L PLAN I = = =__ = =6= = /9 Key HINGE NORMAL TO GIRDER -Joint if skew > 200 Girders 3'-0" 6 i l Qa 4 131-o" Above 8 below hinge seat /"min., 3""max. Clearance to Li or C, bars HINGE SKEWED TO GIRDER If utility openings are required, locate betweenbearing pads. VERTICAL EXTERIOR FACE 4-6 at all utility openings SECT/ON AT HINGE a co J L_ _ Expanded polystyrene washer. Thickness = Round bar threaded both ends. /Gj 0 4.449 a" w /Ib"0 prestressing steel\ 2''0 hole 8" wide recess at bolt One nut and one jam nut each end  Note; Nuts, bolts and plate washers styli be pointed Chamfer acute corners of key with triangular strips of expanded polystyrene. T I J L - Bolt parallel to C structure at center of each boy. Note 4 t 3/4 X 6 x01-6 w. /f hinge is skewed, recess concrete so /ate will bear on surface normal to bolt. EQUALIZING BOLT DETAIL Outside face of exterior girder Place bearing pods at each girder PLAN 1t Exterior girder This detail not required on structures with only one hinge. Expanded polystyrene . /"Expanded Some thickness as polystyrene bearing pad. 6" Face of ext girder at soffit Face of ext. girder at bearing seat Edge of deck SLOPING EXTERIOR FACE Key. See Bridge P/ons for number and location 4-6 Stirrup spacing i 1/2" Expanded polystyrene of sides of key Expanded ,polystyrene See Detail Plans LE= h--�� Hinge '5 1 tot 6 tzto 3-0" s�� 06 max SECT/ON B -B Typical reinforcing placing details. C girder PLAN KEY DETAIL B 3=0+ 5L 4609t96ma SECT/ON C -C Barrier not shown #6 r-, i /6 horiz. /2" 6'6 /940 Above 8 below hinge seat SLOP/NG EXTERIOR FACE NOTES: /. See Bridge Details 8 i Hinge near Bts.2IL a 4/L ; MR=3" Hinge near Bts. I9L,30L,34 L 8r 38L ; MR= 4" co DETA IL K p. 8 equal spaces EXTERIOR FACE D Vertical 9" Sloping II -3" DISY.. COUNTY ROUTE POST NILES TOTAL PROJECT emir maw 04 SM 92,/o/ T//.9/T'Q9,//9206499 DESIGN ENGINEER an ansMM and between . each girder. 5200 mMUTMM ova pinta eeaen Oc obPr 26. /98/ Elastomeric bearing pod See plans for size. /"Expanded  ___" �� _ .., polystyrene SECT/ON A -A TYPICAL BEARING DETAIL ./or/t Hinge Jed Assemby-___,,N Main i *6 tot. 5 girder * 7@ 8 re,nf *5 II @B B=0 416 D @ '4\_.tot, /6 -#6 tot. 5- h #5' e8 `Bottom * 4@/B max. longit re/nf #7208/ (Note 3) 2. To provide for free movement of the completed hinge, concrete is to be excluded from the joint by sealing a// openings . 3. Bars may be placed with hooks horizontal if required for clearance. 4. When the key interferes with the placement of the equalizing bolt, p/ace two bolts at 3 foot centers in either adjacent cell. 5. Adjust angle of bars of key to clear. 6. "L ""= 8'-0* when skew <20�, 10'-0" when skew >20�. 7. Reinforcement shall be spaced along C of hinge and placed parallel to g structure. 8. 7 8 when structure depth is less than 6'--O".. 9. #5 8 when structure depth is equal to or greater than 610'1 1- 0" >7?@8 (Note .5) SECT/ON THRU HINGE 6 Prestressed girder /'- 6" #4 #6 tot 6 Top longitudinal nine--; #- 4 L_,, trip, to hold ro #41 ea Ki- t -#9 o" ea, girder #6.i tot,Z gee @ /G horizontal ,f'eys - See 'Detai/ K" #4L @ 4 both ways #6\__, tot. J 3/4" Groove #6 Li @5 #5 ' @6 #9�� B Extend bottom longitudinal remf, /ndegfes the Supoort/ny s/d� of the Cost -ill -Mare concrstz to be p/aced Afttcr prestress/r/g , Concrete to be some stranyth gr9Q'a as Ccf-14 - P/qee /9-,e sire Its Concrrc f"e, DESIGN LOAD/NG DATA Girder Depth Max. Factored Hinge Seat Load. (k/ft) Key Size and Max. Transverse Load Vertical Longitudinal Depth Load /Ke,__ 4' .58 7.7 6" /90 k , 5' 47 9.5 6' 57 11.4 7' 69 /3.8 8'8 over 83 /6.6 STANDARD DRAWING FILE No. XS" 12-60 DRAWING DATE (/ 81 N-OS'D It) DESIGN DETAILS Sr Q t R"DDLoncas/er CheckedOtiA:artAs.), ��p{ AA ��, Checkd ,��1 " I en L, SUBMITTED BT V I y.F !����/ ������ steit[uM. CIVIL CNStMelS NYNMIL ORIGINAL SCALE IN INCHES FOR RWOUCED PLANS Statr of CALIFORNIA DEPARTMENT OF TRANSPORTATION I 1 o E I 3 STRUCTURES -DESIGN BRIDGE No. 35-052 L RTE. 92/101 SEPARATION - LEFT BRIDGE PROJECT  it ENGINEER W�� . d C1\Asap CU 042/0 WO /3465/ HOST NICE Rita PRESTRESSED BOX GIRDER 24"HINGE-ELASTOMERIC Dlraprd prints bearing earlier revision data  to REVISION DATES (PIELININARY STASE ONLY/ F I D1ST. COUNTY ROUTE POST MILES —TOTAL PROJECT t"" twA�t M 77/9/772.9,//.9, 207 499 04 SM 92, to/ /4"x /2': 41' e/astomer/c 0e•,rir/5 Pods .. jota/ 4 Rest/ea/or Um/ Tyipe 2A TOM/0 - to cob/es eA. "SW" Line "NW "Line -, , /4; /9 x4' t/astomerie eieeriny Pads . Tata/ 8 HINGE NEAR SENT 9L /G'x /?"x 2re' E/ostomerrc 8earmy ads . Totes/ 4 "ea— "NW"Line r Construct/on it, •3/ /2C/01,(2'41 E/astant er/c ,9egr/n9 Pads . Tota/ Q 1) 11 1 • • -N- Sesta/pier are Tyke 2A 7't4/ & - 5Coh/es Construction it HINGE NEAR 8E -NT //L /v'. /O"X 2Y 5/astomernc Dann., Pads .7.07:i/ a K\:.1 ,ee.rtraincr Uaif 7yfra 2.4 Tot/ 0 - 5c'?4/es e9 - a 4. L"G /ire --2 --Veri/co/ get/treble/J.- Iota/ /2 _ 53LLine,, Vert/e4/ .t>estrwner Tote,/ 8 '2531.” Line 20 1 1 • 7 I HINGE NEAR BENT /4L — I/ert/c4/ gertraarrer Totq/0 • • .6. o ut DESIGN ENGINEER GATE APPROVED Notes: B2aa REGISTERED CIVIL ENGINEER NUMBER OcToder 26 . /98/ 41 indicates existing structure Indicates near side Indicates far side Scale: 3/ia" _ /-0„ Y DESIGN 24 ale' Checked F3', DETAILS ✓ 40' . Checked QUANTITIES os o1:9 Xe d, 9-i/ Checked State of CALIFORNIA DEPARTMENT OF TRANSPORTATION ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 2 3 STRUCTURES - DESIGN C \\;s Lo PROJECT ENGINEER REGISTERED CIVIL ENGINEER NO CU 042/0 WO /34 G 5/ BRIDGE NO 35.2524 POST MILE H. ROUTE 92/101 SEPARATION LEFT BRIDGE Ih=rtgard prints hearing earlier revision dntr.- HINGE RESTRAINERS LAYOUT 1 REVISION DATES (PRELIMINARY STAGE ONLY) SHEET I OF GS c‘3 10Arrni 1.`Y - ����=����estre,ner Lint Type ZA Totes/ /G - 5c4t/eS s Line I _J L /2 x /011x 3 E/qf tomeric 5eeriny Pads. Tof9/ II J HINGE NEAR BENT /9L - Cesfrvner emit Too 2A Total /G -5 cob/es ea. -- - '2'' e,"; 2��/e" E/&rtomeric te4r, P41S . Mk/ // L J H/A/GE NEAR BENT Z/L /2'x /O'x 3' E/4Sfomer/c beemy /ids, To*/ S I J ,I Bit" Line \ ti `�� Venice/ testre,#er Tote/ /0 "B3L"'Lir7e - Vertix/ Pestrmiier 7b744/ /0 53i, title -�� f geStrainer unit Type 2A 7ota/ 7-6cab/es ea. ----- Line /2"x /2"t Ykz E/4stt-here pScgraii 7c4/ 4 t I I 4 , I vent/c4/ 2e3r inrr Tote/ /4 - r I I J L - Vert/c4/ 1 astr4//7er Tctq/ 7 HINGE NEAR BENT 26L /2 ",</2'x 3re" e/astomer/c 5e arryy flds. tot4/ 7 1 HINGE NEAR BENT JOG '53L"Lire 7/1 estraner Unit Type 2A To/e/ /� -5c4b/es ea. Os 01 9 DESIGN AY TZ t7rs-w- stet) Checked  4 DETAILS ihstets Checked QUANTITIES !3y ies de r 9-1/ Checked P:�� ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 1 CALIFORNIA DEPARTMENT OF TRANSPORTATION I I /O'/0" 3" E/4stomer/c Res/rainier L/ro Type 2A Totq/ e - 5eebter rA --- " DIST. COUNTY ROUTE POST MILES --TOTAL PROJECT IN TOTAL tee/ S M 92, /o/ Ti/ 9/r/2. $ /19 208 499 (9-9 8200 DESIGN ENGINEER - REGISTERED CIVIL ENGINEER NUMBER CITE APPROVED Cic /o4er !G. V9c9/ "B3 b "Line ----�� H/NGE NEAR BENT 34L, Vertical Restrainer Tot'/ 8 /O x /0 s 3" E/4 ston7eric i e4r/ny Pads. To1S�%/ /2 Reetresrner Um/ Type 24 Torn/ (5- 5 c:ft/es' eq. ---- - B3L ��,ey I I I II I I I L,  J H/NGE NEAR DENT 38L /O /0"x 3'5/astamenc Pearin9 Pods. rdtq//2 Restrs7/ner Unit Type 24 Tot9/ e - 5 cab/ef eq. Notes/ Vert/CQ/ Pestrg/11er 7et4/ B3L" Lime - H/A GE NEAR DENT 4/L Indicates rear side Indicates far side Sca/e : 5//6" = /' 0" !%r/ice/ eestr4irler Tot -a/8 0 State of I I, 1 2 BRIDGE NO STRUCTURES - DESIGN 3s-2.524 ROUTE 92/101 SEPARATION LEFT BRIDGE POST MILE u, R//,B " HINGE RESTRAINERS LAYOUT 2 PROJECT ENGINEER REGISTERED CIVIL ENGINEER NO. 1 ( Cu a42/o WO /3465/ Disregard print, hearing earlier revision dives -----f REVISION DATES (PRELIMINARY STAGE ONLY) SHEET 'T O OF ��3 " DIST. COUNTY ROUTE POST MILES —TOTAL PROJECT Coble Unif — c7" 6"° hole - Cable drum unit VIEW A -A 3en+ 4L Deck closure., q@-* See detail Nir- 9c 2 'max Jr 2 'max deck opening Corea role Note: Restrainer units to be p/aced normal to hinge except os shown. Hole, Coble, drum uni+ G'- %211 f -- Pay l i m i f j Hof G"+ Cored Kole SECTION THRU HINGE No scale Hinge SECT/ON C - C 7 2 cf, Cable unit '0 0 oo/ i Co" Formed hole End anchorage Optional corner / "min. 9/46"4 hole for 2- //2"° bolts anchored into concrete — FJ VIEW B -B Seal weld not required against back p/ate inside of drum. 3"radius opening in top TOP V/EW FRONT V/EW CABLE DRUM UNIT 1/4" fL (curved) t U' Scale: 3" _ /2O" END V/EW Note: Galvanize cable drum unit after fabrication. Fill unit with concrete before installation . Place cable drum unit on side of hinge nearest bent. / 0A, Sari $e,/4' Contrite C/osare DETAIL A /r2'- /'-o" Note',e¢F/9ea dock /-airtf, each diva ct/cc. 7%mv//4,¢na trator7 /2 /4 x5x /,4„ F� //11219/!4„ T//. /72.9 //9 04 S41 `h6- !l DESIGN ENGINEER DATE APPROVED 92, /0/ Itt SHEET TOTAL No. SHEETS 209 ., 199 REGISTERED CIVIL ENGINEER NUMBER Ocfo be 2 1,28 / trc, /"° XOI/O"stud threaded entire length. Washer, nut' 8 jam nut each end Swaged fitting 8 stud �-- Bearing /t 21/0X0-/0" 4-x_J /%8"4 holes for /"0 studs. Total 7 END V/EW 3/8" 1 1 1 1 1 1 NN //5461 N f -11.- 506" ID s I c73/4"0 cable -shown required c-6"° hole Face of bolster — Place shims between bearing plate and hinge face. Torque nuts to 20 ft, lbs . Tighten jam nuts, and remove shims, Shim thickness to be determined by the Engineer. SECT/ON X -X CABLE END ANCHORAGE Scale: 311= 1-0" Note: Cable, swaged fitting, stud, nuts,washer and bearing p/ate to be galvanized. 0 SPEC/AL DE TA/L S STANDARD DRAWING FILE No. XS -I2-57 DESIGN DRAWING DATE P5V/SED DETAILS By By Ei SLIMS?. • Checked Checked SUBMITTED BY n.2,57 Approval Recommended By DESIGN SUPS VISOR REGISTERED CIVIL ENGINEER NUMBER 9$9 O-Ad/•dpar 4•;osh/.id rrizid.s. DH -OS D 147 ORIGINAL SCALE IN INCHES FOR REDUCED PLANS State of CALIFORNIA DEPARTMENT OF TRANSPORTATION STRUCTURES -DESIGN BRIDGE No. 35-252 L ROUTE 92/101 SEPAATION- LEFT BRIDGE PROJECT --VeN ENGINEER POST MILE Ril HINGE RESTRAINER COMPLETED CONSTRUCTION - TYPE C I 0 2 3 cu 042/0 WO /34651 Disregard prints bearing earlier revision dates --> REVISION DATES (PRELIMINARY STAGE ONLY) SHEET 1 OF 00 11.7150 Q 05R DIST. COUNTY ROUTE POST MILES —TOTAL PROJECT SHEET NO. TOTAL SHEETS 04 SA1 92, /0/ L = See table O Bent C Hinge cc cg Cable units See other sheets for number. Grillage -I— Torque nut to 45 ft lbs. then back off at one end of unit a distance equal to the maximum additional amount that the hinge joint is expected to open. Washer, nut and jam._ nut each end. x OL/O'stud (threaded entire length) « Hinge — K 3"c/. 3 1 O"min tails may be used in place of loop . CABLE UNIT ELEVATION 3!0 "min. // x2!0"# 'I TYPE A —Bind with meta/ straps or wire 1K/hardboard /" expanded polystyrene 3/4" # cable Vertical restrainer H L Recess as required FC� f L= � Bent Cable units Hinge 4"f Vertical restrainer LONGITUDINAL HINGE RESTRAINER A = �/4" elastomeric bearing pad SECT/ON VERTICAL RESTRAINER STANDARD DRAWING FILE No. XS -I2-53 DATE DRAWING 12_/80 H-OSDI47(RE'r 12.73) DESIGN DETAILS By --#^ IrBy celexhibler SUBMITTED BY Checked Checked Approval Recommended By �l N REGISTERED CIVIL ENGINEER NUMBER-__. 7 989 SKEWED PART PLAN SECT/ON C -C Grillage: #4x 11-6"@ 4 horizontal @ 4 vertical tot. 4 Jj Q3 tb CO to . N N 14" .' TYPE B j NcV DETAIL - PLATE B State of CALIFORNIA DEPARTMENT OF TRANSPORTATION r 4 Hinge ,- Hinge T//.9/T/29, /15 4 (1r!. IL DESIGN ENGINEER DATE APPROVED 2/0 ;r 199 REGISTERED CIVIL ENGINEER NUMBER Cc/o her 2G. /9a] -Hinge restrainer concrete to be constructed fu// height of girder. ]0 /2 Girder stirrups i,o,E #6 /"c/ #6 ] tot. 6 SECT/ON A -A #5x /4'0" ea cable unit TT 4" 4" chamfer �6I tot 6 #5 r , @ 6 #5[]]7 012— G O 0 0/ #6] @ /2 /J,c/ f 5-O 4")) ;i 1/,0„ 4" chamfer SECT/ON A -A (ALTERNATIVE ) Notes: See other sheets for location and number of longitudinal and vertical hinge restrainers. A/l steel parts shall be galvanized. Rest. Location Length& B3L Line Rest. Location Length& B3L Line Near Bt. 9L 20L41/2"± Near Bt. 26L 20'. -3"_L - Near Bt. llL 22L/ %2"± Near Bt. 30L 20'--0"-± Near Bt. l4 L 20'-9"2-1- Near Bt. 34L 201-4 't Near Bt. /9L 20'- 9 "-± Near Bt. 38L 201-0" Near Bt. 2I L 20'-93/4"-± Near Bt. 4/ L 20'-O"' STRUCTURES -DESIGN BRIDGE No. 35-252 L I ROUTE 92/101 SEPARATION - LEFT BRIDGE Girder Girder PROJECT C\1 _cat, �� POST MILE R//.8 RESTRAINER UNIT - TYPE 2 ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 z 3 CU 042/0 WO /3465/ . Disregard prints bearing earlier revision dates REVISION DATES IP.a J.IMINARY STAGE ONLY) SHEET OF G3 EST IOMI. 19STS f00 II 79 TO 0 OS, b 2 Face of Barrier 4% r, & 6"max ctrs Stagger 0 Top of Deck O r Face of Barrier open ho/es & /8" P/ace anchor bolts for Cover 2 on approaching traffic end PLAN BOLT B PLATE L A YOU T -0-Cp Bar 4X%4 46 Gap L 4x3x%2 Stop on high side of deck HIGH SIDE BARR/ER DETAIL *Yip"" 8 "E /0" 2 -1 H -- I it I r i 2 Cover 2 '%5" x /311 wide sheet neoprene o VIEW B -B Seh÷ Cover • See"Plan Boll a P/ate Layout" R= 3/4"E 6" O I " iI /'T //// Face of Barrier SKEW 20° "r =r IIu� I I''I I I\' IRI 1W 1 5/9"0 A-325 bolts, /34" reach. Torque to 150 ft /bs Bar 4 x3/4' �/} I L 4X3x22 ' /8 Chamfer 22 "" g Max Temp Norma/ to joint %8 x /2 anchor studs& 9"± N x9"anchor studs @ 9"f'. /ear Bend to c/ear paving (Typ) notch or when required 1 at closure pour. Paving Notch or Closure Pour Limits SKEW - 20° �C1-► Match slope of Barrier or Curb face — Bar 4 X 3/4 Cover 2 — IV Gap -Bar 4X22 Ti/,t Fit 346 " If /3" wide sheet neoprene LOW S/DE BARR/ER DETAIL (See Note "B") /6 Gap? Cj Bar 2x; x5 Note ';4" Cover 23/8 x13%2 x /8 Bend to match face of Barrier SECT/ON D -D 1-E7 "" 8 2" 2" See "Plan Bolt SIDEWALK DETA/L 2, initial Pour Limits (See Note "B") /0" E. ///////l� VIEW C - C Cover /P is X /3"wide sheet neoprene 24"" Bevel - 4 " /%2" Exact width to be determined by the Engineer. DIST. 0� COUNTY ROUTE POST MILES —TOTAL PROJECT INS" NO. 7719/77e 9 //9 S/L1 .92, /0/ Tont 2// 199 DESIGN ENGINEER REGISTERED CIVIL ENGINEER NUMBER /3/4' Recessed hole-Typ. DATEAPPROVED Oc/ober 2', /98/ 3/4"93 Hole in Bar cTop of Deck Use installation bolts extended t/2"min and coat with bond breaker. After concrete has cured, remove installation bolts, instal/ A-325 bolts and sheet neoprene. Mx 12" anchor studs e 9".t Closure Pour Limits Tack weld nut to angle at 2 locations. 7/e'X 8"anchor studs 9" * (5" long in overhang) 3/t8"x /3" wide sheet neoprene. Match existing joint width for closure pour SECT/ON A -A ANCHOR STUD Cover -Bar 6x3/8 X/8 SECT/ON E - E Notes • Note Stagger anchor studs 0 41/211-1- on centers thus: Joint Information "a" Dimensions Location Mve ent Ra y (M. R.) Skew Winter Summer Spring a Fall 9L 4" 0 3%4"" '/e/ 2 "" llL 3 "" 0 11/4" 7/8" / %8" 14L,26L 3" 0 /%s" 2" 2%4" /9L 4" /5° 2%z" l%4"" 2"" 21 L 3" 450 2a 1" l %2" 30L,38L 4" 0 2 22" l %4"" 2" 34L 4"" 0 2V 13/8/, 2" 4/L 3"" 0 2" I" l%fi Full penetration butt welds may be substituted for the fillet welds on all anchor studs . Alternate types of anchor studs may be permitted subject to the approval by the Engineer. Joint seal assembly to be used in conjunction with closure pour. (See other sheets for limits). Closure pour shall not be placed until final deck surface is within the tolerance specified. Joint seal assembly to be fabricated in /4' max lengths. Use joint at crown of roadway, at any change in transverse slope in deck, and at changes in horizontal direction. Place other joints at or near lane lines. All metal ports to be galvanized after fabrication. Sheet neoprene shall be fabricated in one continuous piece or joints shall be vulcanized. Neoprene shall be fabricated to bend around corners. / ho/es in neoprene sheets shall be drilled or punched so that the neoprene is not distorted at the time of installation. Note ',14" Insert assembly or expansion anchorage for /8"X /3/4" A-325 bolt. Note B Use the Sidewalk Detail at all sidewalk joints. Use the Barrier Detail at both sides if the roadway is crowned or if the difference in elevation between the ends of the sea/ is 05' or less. STANDARD DRAWING FILE No. XS -12-59 DATE DRAWING 7/80 DS D197 DESIGN DETAILS By LL By K.C. B/echinger Checked ((pp Checked SUBMITTED BY Approv Recommended Glr/io DCSIGN SUPC N i OR 9 REGISTERED CIVIL ENGINEER NUMMER 79 I ( 1 ORIGINAL SCALE IN INCHES FOR REDUCED PLANS State of CALIFORNIA DEPARTMENT OF TRANSPORTATION 0 ! 3 BRIDGE No. STRUCTURES -DESIGN PROJECT \j ^, ENGINEER � '� cu ®42/O Wo /3465/ 35 252E ROUTE 92/101 SEPARATION -LEFT BRIDGE JOINT SEAL ASSEMBLY (MAXIMUM MOVEMENT RATING = 411) POST MILE R //. O Disregard prints bearing earlier revision dates > REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF �3 " 354 r��I I.I /431 " L /NE I ap" " 244 , 245 B/4L L.� hOnge Hin9�� 861 1' , V ( 1J I I ' 237 _ t1 of 'eT t Ef, !I 1, Ifl 4%1 238 SW" LINE 210 i it 239 ' ��- 240 sit 89L �f/inye 8/OL BIIL PLAN (BENT 4 LT TO BENT 14 LT.) Hinge 3 .04 I��e42 249 248 so "B 249 aL " LINE 25/ 246 2 ��j B/5L----------- 5/14== __ " " " .m"  F.jll7l =��-- _- " " m" " " -8/8G E3/94. B2DL 8UL DATE APPROVED  ---- - = 5/3L. B2/L B22L 2f3 5231. 4324 L PLAN (BENT 14 LT TO BENT 21 LT) 854 255 1 �% T 8851 824 L PLAN 8291 g Hinge B30/. 5271 (BENT 21 LT. TO BENT 30 LT.) 528L N " 0 t Hinge E 1 . 859 DIST. COUNTY ROUTE POST MILES PROJECT TOTRL -TOTAL 04 SM 92, 101 i/i.9/r/?9,ii- 9 2/2 499 DESIGN ENGINEER REGi SEERED C" ViL ENGINEER ND`AHF Oc Vo f er 24/98/ B/4L /Vo re : See "Drainage Layout' II "" Sheet for Legend " This shee/ acre/role for oqe de/a//5 on/y. s 0S 0139 DESIGN ?ice Check qit\ DETAILS QUANTITIES By lei 780 9-g/ Checked Kt qty\ Checked ORIGINAL SCALE IN INCHES FOR REDUCED PLANS State of CALIFORNIA STRUCTURES - DESIGN yien DEPARTMENT OF TRANSPORTATION ENGINEER 7- :,h.4. c%%A o T - 1 1 1 cu 042(0 0 1 2 3 wo 134651 BRIDGE NO, 35-252L 1 RTE 92/101 SEPARATION - LEFT BRIDGE POST MILE 11.8 " gard prints bearing earlier revision dates DRAINAGE LAYOUT 1 REVISION DATES (PRELIMINARY STAGE ONLY) SHEET 14 I OF 'UY/4/ L INE Hinge ¢ hi 471e 'B3Z L /NE 9 t 259 830 4. BBL .1, 260 83/4 67 ;EE„ ` 8391 267 268 26/ 27/ 269 0 0 DESIGN 270 c33\15 t ff.) If1 262 26 62 533L. PLAN 8341 264 (BENT 30 LT TO BENT 38 LT) k) PLAN It (BENT 38 LT TO ABUT 45 LT) Hinge • • = I 265 _ - - _ _—_ _ _ B35L B36L g37L ¢ Hinge I , I DIST. 04 COUNTY SM ROUTE 1 POST MILES —TOTAL PROJECT 92. tot I T//.9/ri .2, //, 9 {MIST TOTAL se. /with 2/3 499 DESIGN ENGINEER /� J1 r J/j/`- REEC;II,ISSTE.RRREC . . L ;:,' . NtItR Nu'•. i! DATE APPROVED 0C.� • oje, (P 4 / fS, di I; t — l =_____= _—..=__=�__ __}--- • — B43 41 1942L 545L 54__ 273 LINE 272 Abed 451 274 L EGEND \0 Bat P L /NE III- Type Di Drain (Modified t , I iTh gBL 2� "53" LINE Type ' D -I Drain (Modified) with vcrbco/ drain ouf/e/ Co/urnn receiving drain pipe Drain pipe Direc/ion of drain out/et No le : This sheet accurate for drainage defai/s an/f • 7t90 Checked DETAILS QUANTITIES OS Oi'9 RYACCB. 7 Checked F 0. B Ace - 9 -1/ Checked 4.!. ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 9-f State o CALIFORNIA DEPARTMENT OF TRANSPORTATION 1 2 3 STRUCTURES - DESIGN BRIDGE NO 35-252 L RTE 92/101 SEPARATION - LEFT BRIDGE PROJECT ENGINEER `��— C\t,Sao Cu 04210 wo 134651 POST MILE 11.8 Disregard prints hearing earlier revision dates DRAINAGE LAYOUT II ¢� REVISION DATES (PRELIMINARY STAGE ONLY) SHEET J 0 9 "►S a O3 Cal DIST. COUNTY ROUTE POST MILES —TOTAL PROJECT NII�rT Ne. TOTAL 04 5M 92 /101 T/i q/nc.1,i,: 2 2/4 499 A "L 6"O/35" Stec/ drain pipe PLAN Pioe supports a/0 'max L r - i I /r j Slope lo drain I Yertica/ pipe in column to be on H same side as out/e/ La Beat I -- SECTION A -A DECK DRAINS AT BENTS 5L,6L,7L, I5L, I6L, 22L, 26L, 27L,28L,34L & 44L ----Wise-ye rod and threaded inserts e /0=0" ma,r, hat -a. �P :r ¢'Strip with rho/t r, PIPE SUPPORT DETAIL no .sca/e -Slope to drain SECTION B -B 6"'x 0. /35" glee/ drain pipe PLAN P,oe su,00ar/s C /0'max DECK DRAINS AT BENTS 8L, I0 L, 13L I7L,23L,24L,25L,29L,31L,35L 8: 42L 6"x O./35- Stec/ drain p';oe wpm • Vert, a/ pipe in co/umo to he on same side as avt/et. �I I L 1 Ii II 1-r II H /I e.o DES GN ENGINEER REGISTERED CIVIL ENGINEER NUM SCR DATE APPROVED P Bent PLAN SECTION C - C 8200 Oc/oler 26 /96/ !Y_ 6" x 0. /35' Steel drain pipe DECK DRAINS AT BENTS I2L & 37L Note : Sec "Drainage Layout "sheet for /oca/ion of drains r-e/ative to bents and out/e/ locations. See 'Deck Crain -Type D-/ (Modified)" sheet for drain assernb/y de/ai/S and addition/ notes Column bars may be moved to c/ear- drain pine DESIGN By . C. U 48/ Checked B DETAILS A<CB, 4.87 Checked QUANTITIES 05 0129 B 9-(/ Checked A •: ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 State of CALIFORNIA DEPARTMENT OF TRANSPORTATION STRUCTURES - DESIGN 2 C 11,52_0 PROJECT ENGINEER REGISTERED CIVIL ENGINEER NO cu 04210 wo 1346,51 BRIDGE NO 35-252L RTE 92/101 SEPARATION - LEFT BRIDGE POST MILE R11.8 Disregard prints bearing earlier revision dates -► DRAINAGE DETAILS I REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF 1G h3 16221 -SRO DIST. COUNTY ROUTE POST MILES —TOTAL PROJECT No. 2/51 n 04 I S M 92, 10I 77/9/r/2. ?A it. .6.7916,m_ 8200 U� -6" x 0.135" Steel drain pipe — _ L I —> \ ; / ` _ i D t _' 0 Bent /9L PLAN Slope to drain -23 Pipe support SECTION D - D DECK DRAIN AT BENT I9L 2 \ , _\ \\ \ \ \ \\ ) \\ 6" Je 0./35" Steel drain pipe \\ E t PLAN /1 / Slope to drain --T r .) -f , L I 1 I I i I I • Pipe supports & /G 'irak J SECTION E - E DECK DRAINS AT BENT 2I L % IJ DESIGN ENGINEER ////////J/ ry/j REGISTERED// /CIVIIL ENGINEER� NUMBER DATE APPROVED `� " /0 er Z'✓/ / e e/ Bent ell. DESIGN B yX0B 48/ Checked Rr� DETAILS ByX C0 B By 40, 467 Checked QUANTITIES as oia 9-47 Checked _ 4 , I 9s ORIGINAL SCALE IN INCHES I FOR REDUCED PLANS 0 State of CALIFORNIA DEPARTMENT OF TRANSPORTATION V STRUCTURES - DESIGN 2 `,. C. \1,5 to PROJECT ENGINEER REGISTERED CIVIL ENGINEER NO. Cu 04210 wo 134651 BRIDGE NO. 35-252 L POST MILE R11.8 RTE 92/101 SEPARATION - LEFT BRIDGE Disregard prints bearing earlier revision dates -I♦ DRAINAGE DETAILS II REVISION DATES (PRELIMINARY STAGE ONLY) isHEET OF -f '1 " 3 _93:tto0A-D-OS INST. COUNTY ROUTE POST MILES —TOTAL PROJECT e TOTAL 04 5M 92, IQI Tii.9/r;2.. /79 2/6 499 Sept 32L. PLAN ------ Slope fo drain II 1 .1 N' ---------- l7 1 / Pipe supports O /0'max SECTION F - F DECK DRAINS AT BENT 32L Fared or sleeve connec/,on PLAN DESIGN ENGINEER {�/ REGISTERED CIVIL ENGINEER NUMBER DATE APPROVED OC7O(/e//.. 2 /96/ 6"x0/95" Steel drai n pi,oe SECTION G - G DECK DRAINS NEAR BENTS 39L,40L 8E 41L • DESIGN By t c. e By Ca. By 48i Checked DETAILS ¢8/ Checked -RhQ QUANTITIES DS D129 q - r hecked -J ORIGINAL SCALE IN INCHES FOR REDUCED PLANS State of CALIFORNIA DEPARTMENT OF TRANSPORTATION l 1 2 STRUCTURES - DESIGN BRIDGE NO. 35-252L • RTE 92/101 SEPARATION - LEFT BRIDGE f`. C 1 J S 2- O PROJECT ENGINEER REGISTERED CIVIL ENGINEER NO 1 I cu 04a10 3 Iwo 134651 POST MILE RI1.8 ,Disregard prints bearing earlier revision dates DRAINAGE DETAILS I II REVISION DATES (PRELIMINARY STAGE ONLY) SHEET F !/ y�i I � FF - 510 BOD DS -D-139 DIST. COUNTY ROUTE POST MILES —TOTAL PROJECT Parallel to rail or curb Drain 6"0 x 2'-O" Steel pipe. Typical location except as shown in SECTION A' -A' PLAN- DECK DRAIN A SSEMBL Y 7 -Slope to drain 9" /" 44'4 SECT/ON A -A Blank bolt //2'4, /2' tot. 6 (typ.) . Fu// penetration butt weld FRAME Detail B 0.135" sheet metal SECTION A' - A' (At drains near Bents 39L, 40L & 4/L) rI /-E O Top of deck A /144" SECT/ON B -B TYPE D-/ DETAIL 7-7 Bar ?Aix j2x/'4//2' Detail A /-O (Details typical except os noted) L 27/2x 2x /4 x /-4 ' " Bar 4x 1/4 x /-6 Bar 2X//4x/24" GRATE Bar 1%2X3/8 x73/4" /" O.D. spring 4/3 W8 M gage stainless steel, 2"free length. Spring constant of 24 lbs. /in. Spring to have flat ground ends. Bushing 3/4" 00. //2" ID ' ///8" Bar /%2X%4 xp"//2�" 3//6 X typ. with / s" 4 ho/ //8V Bar 3/4 X 3/6 X / 13 " " See Lock Bar "detail This sheet supersedes Sheet No. B7-6, page 107 of the Standard Plans dated January, 1981 for this bridge only. Details revised, removed & rearranged. Sheet title revised. bolts # 8" ctrs. field drilled Bolt or weld at contractors option DETAIL B Vertical pipe same side as drain outlet. See Drainage Layout " sheet. 6"0x 2'-O" Steel pipe. Typical location except as shown in SECTION A' - Seal by caulking Slope to drain -2% min. 6" 3'8 bent threaded rod with / hex nut /%4 O.D. washer. Tackweld nut to rod. Bar 21/4x %2 x /=4%2' Bar 2 "/4 X /=4'' 5/B' /%2 "typ. 2%8" DETAIL A Lockbar %2x//2x/" R /" fin /Min /8 "-//4" R LOCK BAR Bar /%2X T8 x 1f33/4" N Blank belt //2'4 x /2" L 2%2'2'//4X/"4" t 04 SM �I . I, , 1». DESIGN ENGINEER DATE APPROVED 3"cl to frame DECK DRAIN LOCATIONS DRAIN PIPE ALIGNMENT Finish Grade -Th Apply adhesive sealant on pipe periphery to seal joint. Secure each end of sleeve to pipe with 3-470-24x %2" self tapping hex head screws. 6" i///,;\. iii.411.)Ml�` -- E Column 2 2 DRAIN OUTLET 6" 92,101 T// 9/T/2.9/ //. 9 • SMUT TOTAL No SHEETS 2/A499 499 REGISTERED CIVIL ENGINEER NUMBER Ocfober 2ti 198/ See "Drainage Layout" for direction. ,NOTES All pipes to be 6 "st x 0.135" welded steel pipe except as noted 8 go/v if not encased in concrete. Fittings 8 bends shall have a min. wall thickness of 4". A// joints or connections to be butt welded or connected by a steel pipe sleeve 8 to be smooth throughout inside of pipe except as noted. A// bends to be on o /""6"min. rod. measured along € pipe. All bends to be smooth. Pipes not encased in conc. to be supported by suitable ga/v hangers #/O!O"max. spacing throughout. Galvanize deck drain assembly after .fabrication. Sleeve inside diameter no greater than pipe outside diameter * 1/ . SLEEVE CONNECT/ON SPECIAL DETAILS FILE No. XS -20-22 DRAWING DATE DESIGN DETAILS STANDARD DRAWING By C fP By SUBMITTED BY Checked c,_ awn, Apprpval Recommended By DESIGN SPERVISOR REGISTERED CIVIL ENGINEER NUMBER_. 191719,51 State of CALIFORNIA DEPARTMENT OF TRANSPORTATION DH -OS D147 ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 1 STRUCTURES-DESIGN2 BRIDGE No. 35-252L RTE 92/101 SEPARATION - LEFT BRIDGE PROJECT ENGINEER�N\ C 11, c Zo POST MILE R I I.8 DECK DRAIN -TYPE D -I (MODIFIED) 0 2 3 CU 04210 WO 134651 Disregard prints bearing earlier revision dates REVISION DATES (PRELIMINARY STAGE ONLY) S1-1 EE OF 1 LET 4041 E.f,E soon 55 Ea IO OE. \ Base P/afy 0\ v N M Ns: kn NN m� 94°551 D/rec//on of c . Tr affi c 90o raj L L/oe t Bose P/ate B3 6 Sfa. 060 t 8e SIGN C LAYOUT Sign /oca/ed on 92 /0/ Separa//on Br/%e SioriS P05/ Tempe S Ad P/an Sheet 8 33 -/l /1/-S C S3 -1/ /11-S I.0 S2-// !IC E 117-5 53 -// Sign Pane/ De pith = /00" Typical Span NI I E pas/ 4 overan q S/CA/S B, C/ E S/6A/ D For /oca //on see projec / sign pfon s . sheet' DS -¢ POST TYPE TABLE OVERHEAD SIGNS TRUSS Mo/chi face of Concre/e Sorrier Type 27 (Mod) 8o /o m of hose R/o/e Z elevoSign Fianion see _ DS -el __*S G /B #4 ties ii to/ 4' 0/ sign ox/S 'es r e /S odd/Zono/ to Cone Barr/sr rein( ti •I • • 'I m5 e/.2 I! Top of barrier-" /18" Po s t Typ e 0"'Anchor Moich /op of concre/e barrier • 0 ,I 68 tot. 4 5 I to/ 8 `' Top of deco Axis of sign y #(o —\ / or Iota/ 2 Edge of deck to 1. 4 SECTION A -A 2 - t Base P/a/e __- 9/4„-/, 0" 311 Base It 241'"X 2"X 3-Z 2'4"bon holes /Axis of sign 6"I hole Cassel /it 12"x l° %'p. s� /S ` a5' SPECIAL BASE PLATE SIGN D ONLY /q_ // c„ S A #4 ties n tot. 4 1 DIST. COUNTY ROUTE POST MILES PROJECT No. exTor"L «n —TOTAL 04 SM 92,101 r//,9/T/2.9, //9 2/8 499 kic arrilLr- DESIGN ENGINEER REGISTERED CIVIL ENGINEER NUMBER DATE APPROVED 7 -q -'B/ 7 54, f- Oc/offer 26, /98/ Edge of deck / Ler H"' Post = Bose P/ra/e • • 32, Ti i L. T •I N tot / T'B. 0 PLAN SIGN PEDESTAL 3/4"=/-0 /Vole 1. For defo;/s no/ shown see s/ondard Plans. 2 Concrete Barrier re/nforcin9 not shown. Concre /e Sorrier re/hforcin9 and deck re/nf con/int/0os thru sign /wndobon. 3• No expans/on Join/ //7 Concrete Barrier G -O" on el/her s/des of Axis of sign. 4. Coy°c// of Signs 13, D and E no/ shown. P/ace ie Bose P/a/e porn//e/ /o edge of deck. For anchor 6o//s /oyoc,/ see S'/an dor0/ P/on s. SIGNS B, C, D AND E 0— Standard P/an Sheet No. Detail No. OS 0139 DESIGN DETAILS QUANTITIES /' big/ By Checked 5. /n e ✓ Checked Checked a. 7/k✓ ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 7/81 ir State of CALIFORNIA DEPARTMENT OF TRANSPORTATION 7e/ 0 1 I 2 1 3 STRUCTURES - DESIGN 4 BRIDGE NO enAt ,, 9204 PROJECT ENGINEER REGISTERED CIVIL ENGINEER NO Cu oQejo WO /3465/ 3S-asa POST MILE OH TRUSS SIGN RTE 92/101 SEP LEFT BRIDGE Disregard prints bearing earlier revision dates SIGN FOUNDATION DETAILS REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF 2><>4 NeArcisk ao Q\3 248#00 Face of Sorrier Edge or deck Face of Barr%er 0 f/inge ---'\ -Exp .kkin/ Face of Sorrier Poi //irtif for Concrete Barrier Type 27 Mad, red) /` r/are See "Backup Unlit details - tb k 221 /D 4'J /07 Flare ti <::=3 Trail/6." .W5" LINE _ a. P. N A00 Cetai mint' \ I Pent 19L PLAN AT BENT I9L *50 a, fyp. Vehicle Crash Cushion Sand Fi%/ed ,r-e.p, Gn::3 Tra fi'c Hinge 258450 Pay h%nrf far Concrete Type 27 . (Modified) Berri yr- A Edge of Deck Lace of earlier- L÷A See "8r _ . _, . / -1-•) 6' - de fails /8 9 " - /O / F/are Exp joint IA PLAN AT BENT 30L +--- _Rent BOL C "NN" L/NE Traffic "r�gxHTyp 1/eh//e Crash Cushion Sand F/7/ca' , -e•p V,4„ : II -0" Traffic 259;400 cushion C_¢ Crash Cushions r • �5 SECTION A -A DIST. 04 COUNTY 5M ROUTE 92, Io I POST MILES —TOTAL PROJECT T//.J%T/2..., /i.9 $ Tour 21,9 199 'AL e. goo DESIGN ENGINEER REGISTERED CIVIL ENGINEER NUMBER DATE APPROVED Cc /O er 24, /28/ Ye" 11-0" Notes: DESIGN ByAte Checked DETAILS QUANTITIES 9S 91:9 BLfC.a Sai BY et s �s-,1 G ye _ Checked Checked ORIGINAL SCALE IN INCHES I FOR REDUCED PLANS 0 State of CALIFORNIA DEPARTMENT OF TRANSPORTATION STRUCTURES - DESIGN 2 C \\,C zu PROJECT ENGINEER REGISTERED CIVIL ENGINEER NO. CU 04210 3 WO I-44-651 BRIDGE NO. 35 -252! POST MILE R,i.s I RTE 92/101 SEPARATION - LEFT BRIDGE ..Ind/cafes mode/e /oca flan and weigh/ of sand /h each ,'nodri/e . Point Sand TM wevt71 numbers on deck cinder Sand Moda/e. See "Crash Cushion ✓e/ai/s II "ghee/ for Bocku,c Om/ de 7`a// Disregard prints bearing earlier revision dates CRASH CUSHION DETAILS I CRASH CUSHION DETAILS I REVISION OATES (PRELIMINARY STAGE ONLY) SHEET OF i. a WS/ - 9A 9A 04 -D -LA G`4 " Recess for fu/urc `es/rating cob/e anchorage Exp Joint c Hinge join/ near gent 50 L " Extend barrier reinf of Bent /91. on/y - - o" 3;0 PLAN Recess 2"t P/�e 5/ecre B ��I M B�� 2-"4 2"? Pipe Sleeve ELEVATION Provide blocking, epoxied /o deck surface for a// sand ri odu/es on a// strut tires . 2 a/fernafives, shown, Other de/ails recommended by Me manufacturer and approved by the Engineer- will be accepted n Crash Cushion ig Crcish Cushion ---.1 r' C " n Eor ointBen@3o��Joinf i 5 l  J:' & /2f I *6 L to ta/ ,e (To be in p/ace before p/acemen/ of' deck concrete) SECTION D -D D VIEW B - B I P. 0. BACKUP UNIT Direc/ion of dawt;ward s/5pe 3i l"x /" x 0'-/" Conc. blocks /olio/ 3 ALTERNATIVE 1 ALTERNATIVE 2 Surface -, thick P/ywood ho/f circle PLAN Sand Modu/e cDownward 5/ope 5% rnaX P/ywood blocking shown ELEVATION SAND MODULE BLOCK DETAILS No Scale 16 9" 94' SECTION C -C 3/4" . e 005-\_6: Gam'/2 max, (To be in p/ace a before p/acement, or deck Caricrete ) " I DIST. COUNTY ROUTE POST NILES TOTAL PROJECT / No. TOTAL SnITS 04 S M 92, tot THL 9/772.9, // ./ 220 499 d p1./. DESIGN ENGINEER DATE APPROVED 8.200 REGISTERED CIVIL ENGINEER NUMBER Dc��oG<'r 2"6, /79/ DESIGN By KC5 S8/ Checked DETA ILS QUANTITIES S o l:9 587 Checked G Checked ORIGINAL SCALE IN INCHES FOR REDUCED PLANS State of CALIFORNIA DEPARTMENT OF TRANSPORTATION 1 2 1 3 STRUCTURES - DESIGN 2 t\ C \\,SZ c) PROJECT ENGINEER CU O4 -L(0 WO 15465! REGISTERED CIVIL ENGINEER NO. BRIDGE NO. 35-252'_ POST MILE RII.R RTE 92/101 SEPARATION - LEFT BRIDGE CRASH CUSHION DETAILS II Disregard prints bearing earlier revision dates --�% REVISION DATES (PRELIMINARY STAGE ONLY) IS"... ,nc I 1 'Jr a2 q3 G5 -HMO DIST. COUNTY ROUTE POST MILES -TOTAL PROJECT TOTAL Sn..,. ;'3714/ /sae Ben/ /0 "SW" Traffic A* J I, Edge of deck Traff/.6 gent /oL2. PLAN Y4' = I'- O" ELEVATION 44i, :Lori • Q/5 ,o/ace before deck cafCPe/e SECTION A -A NEAR BENT IOLT. & 10"SW" 1/2'1z Ben/ I/Li — ¢ Hinge B iraf fic PLAN �/ II = 1, OII 4 Line NW" Line Edge of deck == Traffic 1 • 0 , 11,/./29e - #4( totof 5 3" '5X/6,_0„ 04 SM 92, 101 77/, 9%T/? 9, /79 22/ 499 40`5 J a/5 /6 be in p/ace before bin%c cancrele DESIGN ENGINEER DATE APPROVED Eton REGISTERED CIVIL ENGINEER NUMB Dc/gib er 26; 799/ Chamfer - _45x6 fofa/ 3 �5f$/5 -37X/"2" @ /5 h ELEVATION '/4"=11-o" SECTION B -B AT SPAN 11 LT HINGE • +/2" = II -O° DESIGN KCB 26/ Checked DETAILS By k'CB. 78/ Checked B QUANTITIES Ds o1:9 -f1 1 Checked State of CALIFORNIA DEPARTMENT OF TRANSPORTATION STRUCTURES - DESIGN BRIDGE NO. 35-252L RTE 92/101 SEPARATION - LEFT BRIDGE J ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 1 ' 3 PROJECT ENGINEER REGISTERED CIVIL ENGINEER NO. Cu 04210 wo 134CosI POST MILE R 11,g CONCRETE BARRIER TERMINAL SECTIONS Disregard prints bearing earlier revision dates ---i 7 REVISION DATES (PRELIMINARY STAGE ONLY) SHEET 83 OF et 3 IM1t9 - AC St M-0,19 iTemp. i€a///779 Type K I 23/ 83/ ti+ 233 4 — 236 236 232 233 234 236 23 STAGE I TRAFF/d Temp. A,a)//i»y Type K -1-v-A 2 234 235 S TA G E JI , if TRAFF/C Temp. ,eqi/ii y Type K 234 ri- 235 237 235 236 5TA6E I TRAFF/C Teinp. e_4i/ihy Ty/ac K • 1'8 • 23/ 234 235 Terzp Roiling Type A' Z 8 237 238 239 r r 2 9 239 Temp. Rai/iny Type, K a z8 a STAGE JZl TRAFF/C 239 239 r _4238 (.Bs 1,ne Southbound /0/ fo Wes/bound 92 -Bit Line 240 .5euihbound /0/ to Wes/bound .92 r 24/ 240 r5y //ne Nar/hbound /0/ lo Wes/bound .92 Sou/hbot no' /0/ /o Wes/hound 92 it/onlhboand /0/ Ia -- Wes/6oand .92 Wes/hound Sc . B3LG/ne r 111 24Z No 24o 24/ Nofc Om/! Eas/bound /reffic for Sfoge FT 55 //he 242 S/age / Cons/ 2 N DIST. COUNTY ROUTE POST MILES —TOTAL PROJECT 04 SM 9e , /0/ T// 9/772 9, . S. £.xLn4 DESIGN ENGINEER DATE APPROVED Temp. ruin, Type K • For comp/etc S/age l'ons/rueleon P/ans see Rood P/ens l{ SECTION A•A /t/o scale • dt rp 82nd REGISTERED CIVIL ENGINEER NUMBER Oc/oIer 2' X9e/ Tina/ is/accmcn/ of Tcinporary ,Ai/i7ys fo 6c defeyn fined by /he Eizithecr. Temporary t.//,ro Type U ~ Li Li i i SECT/ON 5-3 /✓o sca/e DESIGN DETAILS By ,4. San o 7-8/ By 4. SenJo 7-5/ Checked N F, Checked hT\ B QUANTITIES 9-i/ Checked 711Z),..& ORIGINAL SCALE IN INCHES FOR REDUCED PLANS State of CALIFORNIA DEPARTMENT OF TRANSPORTATION 1 1 3 BRIDGE NO STRUCTURES - DESIGN C",s2-0 PROJECT ENGINEER REGISTERED CIVIL ENGINEER NO. Cu 042/0 wo POST MILE ROUTE 92/101 SEPARATION - LEFT BRIDGE TEMPORARY RAILING PLACEMENT Disregard prints bearing earlier revision dais: —isis REVISION DATES (PRELIMINARY STAGE ONLY) SHEET 8-`-‘ OF 03 16257 tO 09.0419 Slope /;/ \' I t"'`-- Elec/ro//er - Sec Note ® e-'5 /----; 0T X4'-6" fofo/ 4 \`+ 9" 1,9N_ t�--� Omit chamfer of e%froter AT ELECTROLIER ti PLAN Electro/ier anchor bolts- See Note 0 [—*D 4 -1 Exrsf/1-79 Bowe/5 may remain in p/ace — - �D e 6 fo/ 6 Existing dowels- See Note ® F_ 310" min IdI I I k 3 E AT ELECTROLI ER ELEVATION total 2 no 2- #5 / • + r 4'6" kith/ \mf x4:6" total 3 I L. - -.,J I l I I K- Pull box -7 See /Vote 0ri!/ e grout 41 &/6 '' /ote See Section E E groat4e6-1)/c9,. � _/o/ P } /'6" Pc 4 Cont to/a/ 6 3-#5 @a, Stagger splices 30 Drill �` grout *6 x /=2" a.3Dmax Place rn tie X 61 5n deep hole Comm unica/ion condo/f See Note ® 3 "rr/in. SECTION D -D Exis/Mg railing 10 be removed —Ex/.:51/i79 dowels Drill 1 grout *`6 1 a e /5 \P/ace /n1" #x C-6" deep hole E/ectro%er anchor bo//a See /Vote f • 2- *5 r r -O9 E/ec/r olier r' ice Note lO x4=6'/oto/ 3 6 - Slope /:/ e grout *G g /2 * torn/ 2, Place /n /"P/ X 0'—/D "deep hole 3 "a7i' H SECTION E -E X4,6„talc/ Existing radii?? to be removed Existing dowels N See No te0 -Drill fgrout stele /Ot total 2, Place /a deep hale I" - II -o., e DIST. COUNTY ROUTE POST MILES —TOTAL PROJECT SNOT 2231499 TOT•L 04 S M 92, to I T//. 9/r/t 2. /19 DESIGN ENGINEER REGISTERED CIVIL ENGINE S20c DATE APPROVED 9c/oI er 24/2 -/ Existing eecfro/iers are to be sa/voged and rerhs/a/led /n same /oca/ion , See Project P/ins New a/7cbor bait layout' to match exist/»g e/ec/ro/ier base, R NUMBER Existing dowels are /o regain in Q/ace of e%tro/iers and ben/ as required to (it new barrier shape For pull box /occA/on and type see Project Plans Communiea//on conduit/ lo be rep/aced where Soon' /27 existing railing, See Project Plans. For addition/ notes and de/ails not shown see !Concrete Barrier Type 27 (Modified) "sheet for /oca/ron of railing removal see "Uenera/ Phi; J" sheet — Indicates exis/inq struck/re [DESIGN QUANTITIES By e�j /'1 • C. B a V Checked DETAILS xcB By B Checked OS D1:9 hecked ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 State of CALIFORNIA DEPARTMENT OF TRANSPORTATION I I 3 STRUCTURES - DESIGN BRIDGE NO 35-252L RTE 92/101 SEPARATION - LEFT BRIDGE Y\ C \ JS L.o PROJECT ENGINEER REGISTERED CIVIL ENGINEER NO cu 04210 wo f34G5t POST MILE RI!,B • RAILING REPLACEMENT DETAILS Disregard prints bearing earlier revision darks --. OG 5 /e REVISION DATES (PRELIMINARY STAGE ONLY) JSHE ..T OF c fee - vo aoo D84.-; v TYPE 27 2-'"4( Mk/ See Metal Beam Guard Roil Connection J 3 2`509 6, Stagger Sp/ices 41.5\___, /5 max (to be in place before deck conc.) Concrete : 2.7 cu. ft per lineal foot Reinforcing : /2.4 /bs per lineal foot Open joint /)/2" minimum or match actual joint width 4= tot 2 END DETA/L 61-0„ Transition) 14"96pipe sleeve --� cc--* N „ „ Traffic f/ow PLAN ,5 x /,-2„ e 30 max. 4 cont TYPE 27A 44 cons -tot 6 451)P 30 5 \ x 2' 2'a 30 5 C/5 r-Const jt optional Modify Backwo// 8 Rein! Conform as indicated. at wall joint Concrete 2. 7 cu. ft per lineal foot Reinforcing: /4.4 lbs. per lineal foot Pay limit Concrete Barrier Type 27 or 27A 7-Ploce two additional stirrups (and dowels each side of joints. /"Expanded polystyrene 216„ 2 -*5 Type 27A *6X3!9?/5 or Type 27 .5\_t /5 max} u DECK OR WALL JOINT 6 AT CONNECT/ON TO STRUCTURE See Note B min. *8x3ObO.tot 2 at connection to structure TYPE 278 *4RR/8 #4 Const jt. optiono/ 'I Concrete ; 5.7 cu. ft per lineal foot Reinforcing: /0.6 lbs. per lineal foot Pay limit Concrete Barrier Type 27B /r 4 � tot. 2 .04" go/v. sheet meta/ over /4" neoprene strip. Coot top of strip with grease. 2-415 1 2, 6„ 6 *5 Rot tot 8 (Dowels not shown) ELEVATION r —#4 ) tot 2 \at Wa// rein? /"Expanded polystyrene *8 x30'0' tot 2 ELEVATION Place around b o/t ho/es. 8" Shou/derma_ --Beve/ Meta/ Bar Spacer (See Note E) SECTION C -C METAL BEAM GUARD RA/L CONNECT/ON STANDARD DRAWING FILE No. XS -9-1I3 N DATEWING 12 /78 SO 147 I By By Ed 5vicez. SUBMITTED .v( 7 . r� f✓R�s DESIGN DETAILS IChecked Checked £ E/ectro/ier Electra/ier anchor bolts / 2-'"5 x 4'-6" tot 3 6 -**5 Slope 1:1 Edge of deck E/ectro/ier Slope l / 6" r ► 4 ( 4, tst DIST. COUNTY ROUTE POST MILES —TOTAL PROJECT F..l N 04 SM 92, 101 /1y, DESION� GI�I EER 'd4.141'/V11" - MCI APPROVER T// 9/T/2.9, //, 9 224 aRRRTR 199 MEIEYERER CIVIL EININEER NYR•Q Cr /n h a_ - 26, /98/ 5 + ` x 4'-6" tot 4 SECTION H -H /=O" 6" FOL.- 4101 .I �. :or —#5 "' "-3" • x 4'-6" tot 4 9" 9" Omit chamfer at e/ectro/ier PLAN Electra/ier anchor bolts e tot. 6 'm/n. �H AT EL ECTROL/ER Pull box x 4 f 6"tot. 4 See Project Plans for electrolier locations & pull box type. Standard Plan sheet No. Detail No. • x 4L6" tot 3 NOTES; A. Clearance to reinforcing steel in roiling to be In. Longitudinal reinforcement to stop at expansion joints, and be continuous at construction joints. Hairpin stirrups to be rotated to meet clearance. B. Rail joints shall be located at deck and principal wall joints. C. Dimension will vary with cross slope. D. When glare screen is required, see "Concrete Barrier Type 50". E. For Meta/ Beam Guard Rai/ details not shown see Std Plans A77 -C, A77 -D, A79 -A, A79 -B, A79 -C and A79-0. Quantities Rev. ORIGINAL SCALE IN INCHES FOR REDUCED PLANS State of CALIFORNIA DEPARTMENT OF TRANSPORTATION I 1 1 o : r 3 STRUCTURES -DESIGN 2 BRIDGE No. 35-252L I RTE 92/101 SEPARATION - LEFT BRIDGE PROJECT �n C\ �� ENGINEER , \ CU 04 210 WO 134651 POST MILE R 11.8 CONCRETE BARRIER TYPE 27 (MODIFIED) Disregard prints bearing earlier revision dates REVISION DATES (PRELIMINARY STAGE ONLY) En M. —nSOD 11.71- «e DIST. COUNTY ROUTE POST MILES -TOTAL PROJECT SHEET No. From / lace of barrier To be parallel to face of paving notch for s/fews up to /0° - A C Pa vetnent Eno' of wrn7vva// E.02010,14/0294/a1/ /.jrid9e deck — A Face oa /oa✓in? noecb NORMAL Pay /units tor AC Pavement A C Pavement /)y/ "c " bar required when skew is over /0° #5 Para//e/ ¢o pavinq notch PLAN \\;:zt bars "b "bars ft /// /ow c "bars AC Poa vemen / d -For approach slab over ,36' wide, see "A,oprocich S/ab - Lea/ed Joint Mar, MR=2" M aX.//!R =//2" "a "bar /— �itd S ta99er e tai/ '' id 5 / /G "@ /2 /O LO SKEW Pay /,mil is for Struc heron/ Concrete Approach Slab /0-0 ;min. ? varies "a "bars • a R 2 0„ "a " bars SECTION B -B "b" bars SECTION A -A Retaining wall f See /Detail "Q" 4 Shoulder • Abutlinen/ bacfrvva// Construction Joint ABUTMENT WITH BACKWALL Approach S/cab " Bar Rein/'orcemen t "a"bars Ib "bars is " bars #6 x/0=6"e6 #4@/2 .'°tti@ /2 S/`ructuraI Conc. Approach S/cab a" bears SECTION C -C "b" bars continuous FILE No. XS 22-14 STANDARD DRAWING DRAWING 9 / 79 DATE DO D 147 DESIGN DETAILS By aRY '' SUBMITTED BY Checked / y 9 u $4 Checked Approv Recommen4/471 y G`J'/ DESIGN ENGINQR A REGI CIVIL ENGINEER NUMIER 799"9 a ""bar r Sec " 7e Oconee,/ ( • Sea/ea i0/i0/1/274/n 04 S'M DATE APPROVED 92, /0/ 7//9 7/2 9 //9 225 TOTAL SMUTS 199 .October 26, /.98/ Sea/ed Joint Max, , C = ///2" 'a "bar .3u//c/n79 paper /2. "24 Abutment hack face --------"e 9" PAVING NOTCH DETAIL "G" Bar 2% x7 xO2%¢" with /"ohole Po/ys/yrene around anchor arsscmb/y 34" qc7/v. rod @ ends, Rod to he PVC conduit 2 " Ott, /o'in y ,ocrroer 12" PAVING NOTCH S'eq/¢d Joint, ,9ee Note / and 86 2 8"c/ecer, o/her dev/hs must be a proved by theeny veer, c/ear with nut I threaded encased in / "¢X 2' 4" (-End o/ Approach Slab. .0 N N /0=0" TIE DETAIL c5" oohs` '31/" size -ea/ coup/in? nut P/ctce Parallel To A Roadway APPROACH SLAB -END STAGGER DETAIL NOTES: 1. Sealed joint MR (Movement Rating) as shown on other detail sheets. Adjust bar reinforcement to clear sawcut for sealed joint, when required. 2. When W is greater than 36', the end of approach slab shall be staggered. The stagger widths shall be in multiples of 24' with one 36' width permited. ORIGINAL SCALE IN INCHES FOR REDUCED PLANS State of CALIFORNIA DEPARTMENT OF TRANSPORTATION 1 I 2 3 STRUCTURES- DESIGN BRIDGE No. 35- 252 L ROUTE 92/101 SEPARATION -LEFT SRIDGE PROJECT J ENGINEER �� cu 042/0 WO /3465/ POST MILE R// APPROACH SLAB (A C PAVEMENT ) Disregard prints bearing earlier revision dates -->► 44,1 REV SION DATES (PRELIMINARY STAGE ONLY) SHEET OF cA3 E{T. 4041. -13 500 I1 -,E 50 o OEP N) Ua co .I N N) Bottom portion DOWEL SPLICE op portion A- b N 7-W3.5 or 5 g wire #/O x 5j6" dowels toto/ 4 P/S Steel SECT/ON A -A Form to retain epoxy mortar N) W3.5 or 5 go. wire P/S Steel 2" Ho/es to be cost with spiro/ ridges SECT/ON B -B DOWEL SPLICE /. Bottom pile section to be firmly seated in ground before splicing may proceed. 2. Place form on bottom portion of pile so that excess epoxy mortar at splice will be retained and completely cover the joint. 3. Fi// 2" holes three -fourths fu// and coat the joining surface of the bottom portion of the pile with epoxy mortar. 4. Insert top portion dowels into ho/es in bottom portion of pile immediate/y. 5. Driving to be resumed only after epoxy mortar has cured. Heat may be used to cure. FILE No. XS -I0-32 DRAWING DATE DH -OS -D 147 STANDARD DRAWING 3/ "Chamfer Top portion Bottom portion SLEEVE SPL/CE ASSEMBLY SEC770N D -D Fu// pen. Bar 2x3/x5"o L /x/x%4 /8" Gap prior to torquing of pL /4 bolts. Bar / x %2 x V Bar 2x3/BxS=O"_ l%8„ DIR. COUNTY ROUTE POST MILES --TOTAL PROJECT 04 SM DESIGN ENGINEER MVI An - 92, /0/ • T//. 9/T/29, //. 9 OMIT MS. 226 7•TAI. Mans 499 U CIVIL ENMgEEM MUNRO Oc/o6Pr 2G, /-98/ 5/eTU H.S. bo/t, /9 spaces 0 3 DE. TAIL „D„ L / x / x %4 0// around. Miter corners PL %4 WELDED SLEEVE SECT/ON C -C * Dimension to match pile SLEEVE SPLICES SLEEVE SPLICES /. Bottom pile section to be firmly seated in ground before splicing may proceed. 2. Epoxy adhesive to be pressure injected into welded sleeve splice with sealing material used to retain fluid epoxy. Epoxy adhesive to be applied to contact surfaces of the pile and bolted sleeves immediately prior to ossemb/y. 3. Driving to be resumed after epoxy adhesive hos been cured. Heat may be used to cure. 4. Sleeve may be factory bonded to the lower pile section. BOLTED SLEEVE SECT/ON C - C GENERAL NOTES /. Design Loading (Ultimate) : Tensile Force Compressive Force = Shearing Force Design Moment //5* 5OOk 70k 75 kawith zero axial load 2. Other methods of splicing may be used provided: (o) The above design load capacity is satisfied. (b) The cross-sectional area through the splice does not exceed the cross-sectional area of the pile by more than 25%. (c) Durability is equivalent to designs shown. 5/76 DESIGN DETAILS SUBMITTED BY By E, Ler By er /OhS Checked 5, P LAc! 1 /0/7S iSYCB/echiny Checked (, .ti ¢ .,._,A, fJ �fiT,) 5/76 Approval mmeaded By ono N ENSI IR RIM Ivu ENOINIER NUMSEN V / / ✓ ORIGINAL SCALE IN INCHES FOR REDUCED PLANS State of CALIFORNIA DEPARTMENT OF TRANSPORTATION 0 2 I I 3 STRUCTURES -DESIGN PROJECT (, ENGINEER \• \\- Cu 042/0 WO /3465/ c „, C 1\ISZp BRIDGE No. 35-252L POST MILE R //. 8 ROUTE 92/101 SEPARATION- LEFT BRIDGE PRESTRESSED CONCRETE PILE SPLICE DETAIL Disregard prints bearing earlier revision dates --.t. REVISION DATES (PRELIMINARY STAGE ONLY) CAil 11 I 1 1 I 1 I SHEET a IjlN Q U 0 tV V s aP 6. V , V V L .0 I - CD N EL7 0 L7 1 o ,1' o3 z .'p II ` - 0 a N p a uo1y070Jir O -5 "- o -1 m r ll >• O ° W Z c c W CJ ° 0. 5 b o c t, ° o7 Z c E O a P -f ° o c- 0 c 2 c n N > V $ J N N 3'O 2 2 a _ g tp� ° Y U c os 7U,u g E - E N V a u Yn E E 4cE o8 �'0E S O.V LE ofl F ` .b�2 C7 zr� tip; 15 ' Z O #a, CD 5,1 s ail Clays '4pwd ins! less than 50 Clean waveis Licit or no x n 0 i I- Y H w0 O cc Ltit" J `s.... S. Is and Clays nt.t veate' than 50, r.ne Wi.nea soils G,arels w,tn tines Apptec, able amour,' of M1nes ba Yels OS 0146 Clean sands -Little Of no t. nes- CC 11.1 t- 0 [Al a 7 0 . N • Nr O tan t So.Is Sands min lines ,Aootec.aDle !'mount al tines BENCH MARK BM - 1 Pt.3 fd. LETS sidewalk Br. No: 3S-27' 3dL t. '83" Line Sta.250*t0! Elev. 29./0 TO RTC 92 200 /00 235- 235- G B-70968) 1s 14 16 to 8 69 PO 4.9 sr 300/02 7-18.68 B-10(1968) .T` P P P P P P P 2 2 2 34 2e 29 35 32 32 4 4 33 2 34 us 116 50 107 138 /47 19 7- IS- 68 Gkt5 E/. 39 7-/ -68 Si/0)(1y compact brown SILTY GRAVEL (Fill) Very soft blue ray CLAYEY 5/1.7 with some organic matter Soft blue gray SILTY CLAY Slightly compact gray preen CLAYEY To clean SANA. 5/igh/ly compact 4 stiff lane gray CLAYEY SAND ' CLAYEY SILT grading to compact SILT. Dense to compact brown SILTY 'GRAVEL. Compact to slightly compac pro desiccated SILT e CLAY Slightly compact gray f brawn SILTY SAND. Compact brown 5/LTY GRAVEL. Soft to very soft blot gray.. SILTY CLAY with organic molter grading to Slightly compact blue gray green SILTY SAND Very dense brown CLAYEY GRAVELLY 5ANA Stiff blue gray desiccated SILTY CLAY Compae/ brown d gray SILTY SAND 4 SANDY SILT tense 4' hard brown CLAYEY 35 - SAND d SANDY CLAY ENGINEERING GEOLOGY AND TECHNICAL SERVICES BRANCH — TRANSPORTATION LABORATORY DRAWN ev ED KING 2,/81 ENGINEERING GEOLOGIST C EA) NO C HAPC, UNIT ORIGINAL SCALE IN INCHES FOR REDUCED PLANS CHECKED RY 2 38- 25 B-17(1968) zo B-17 40°' B-52 6 10 7 P p P n P n 5 3. 4 4 35 34 31 *2 56 S5 3-3-81 State of CALIFORNIA DEPARTMENT OF TRANSPORTATION B-20 U968 240- 0 P P w P P P P P P P 6 25 2 9 3 29 37 38 27 3a 30. 2 66 e1 00 STRUCTURES - DESIGN C \\,SZO L'1nCJECT ENGINEER FEGI<TERED CIVIL ENGINE -17177 cu 04210 wo 134651 REVISION DATES (PRELIMINARY STAGE ONLY) 240 00 BRIDGE NO. 35-252 L POST MILE COUNTY 3,1 Stiff to very stiff, brown CLAY fc) S1NO 404 GRAVEL Sti ff, 5rgy CLAY Very .raft, yrgy CLAY Soft, gear& yrgy CLAW S/&Shtly compact, orgy, Iron Staines/ CLAYEY SANG Cornpcict, 9rgy, iron 5/aincc( C/LTY SINo stirr, Eyrgy colt POST MILES --TOTAL PROJECT OenSe,brown,Recleu 7 to cogrse, .54N0 voce GfiMVEL Very stiff, brown e&'wauy CLAY Sniff, brown Ss1NOY CLAY Dense, 9rgy SILT to CLAYEY s/L7 (,Nry sott, c/grt< Qray CLAY Compgct, 5rgy S/1NDY SILT OcnSc, brown ,OI NO gncl Of4M V EL Qrn6e, brown SANDY S7LT Den Sc , tor-owrn , fine SILTY Very stiff, 9rgy S'INDy coy atiff, a/vc gray CLAY Very stifl, yrgy CLAY ftgrq, ,brown GRAVELLY SANDY CLAY 2 -25 -el PROFILE ante, No I O U TE 92/101 SEPARATION — LEFT BRIDGE LOG OF TEST BORINGS 10 F 5 Disregard prints bearinii earlier reVI --►r SHEET OPERATIONS z 0 m LEGEND OF 0 c 4#i g V 2 _ '0 0 O N 0 U g z 0 0 m u o O Q W T ▪ o • W gc ,. E m» ^o yeN, p • 2' O O C `y O o c a z o EE o �o 0 y C P V O N O C OCY c G V N - O J a it,' ao N 2 o = wyiaol y• g ^ N r a 0 C u O C O L) •o u FfrtF -t' C c' n n us pp V c Y O S E Eat E u as _ e' v 6- • Y N C o W 4 6 E u i Q V 0 L E 1i. . n N s S,- Wr4Vck3TRosg u to p pp t N a Cr G 0 ' , 0. O i 7 _ tt -o 3 c i o z W a 0 2 0 m s- )- ' 6 I r_ L _J JET BORING rt W cc 1., U W W a W 7 0 u `.q • 1GER BORiNG (DRY SAMPLER BORING (ORS) ills EARTH MATERIALS LEGEND OF w - ct ct J EG EI di -J W > Z Cr ftlif, FILL MATERIAL J 0 0 0 CC 0 O W z tD >- 0 > U K = 4 a z o 1.41 • NC 5 0 6- Y yU a -O N Q K 0 0 as a-� J N J z U N y > w > Z Q Z Q J c J nU CON CONSISTENCY According to the Standard Penetration Test a, v 0 0 w o O N r N -c > 0 , t >- r tu v 3 N a v o ,,Ep ) a, 2 p U n v- T 0 T E (1) > >• J rnoD> U) �30UD0 O uJ00M C r N -c c C C 0 t 0 0 E L 0 0 C 0 N 0 V w 0 Cl -o 2 0 a, 0 CO N 0 C O 0 a a t a, e `a Peat and ome mon s$ Ian J 0 U d S.I S e'Y: riay5 Lpmo 'RR lees ban 50 5, Is anti Cis,s Loma ben team ten:.. 5G. F, e panda soils so Y r &3 45- emi e law "i f s 2 Gt ' G 0 a C et; NIynly Ortaroc Sods 2 a N U U -fO 20 -30 - 40 -50 -6U - 70 441 -�30 1 I O 0 JS D14 Clean paws 'Little hoes. Gravers N,tn lakes -Applec,aele S' oun! of lines. ' Clean sands Ladle a no I ales tAls with tines App,eciatae amount of lines. (ease!, 242- f 1242- SC 243- (f) B-55 ,244- /'vE B-36 83L LINE 245 BENCH MARA" BM -1 Pt. 3 Fa'. LET5. sidewalk Br. N0. 35-27= 30'Lt "83"Line. sta. 2so +/o t ELev. 29. /o 243- 24 2- 2q2- B-24(?$ (1968) 9 n B24 243- 243- GWS 4 El. 25 ', Compact, brown es red SILTY 7-26- 68 call_ r °_ SANDY GRAVEL - FIL L - 30 / 351, Very soft black to gray CLAYEY SILT with ORGAN/C molter 0 244 - EE LINE 245- 2 46- I. r B-35 J h B-34 6-33 WS L /NE DIST COUNTY ROUTE I POST MLLES- TOTAL PROJECT 04 SM 92, 101 !T%73/T-2.9, //,9 CAFE APPR 249- C 7 2- 244- 44- B Soft, black SANDY CLAY e Dense, brown e dark gray SAND e GRAVEL Slightly compact gray green 5/L T E SANDY 5/1.7 Compact gray brown 5/LTY SAND e GRAVELLY SILTY 5/1ND Slightly compact gray pre e7L 1/4 y CLAYEY 3/17 E SANDY ants/sal Dense to compact brown 5/LTY 5HND e 68,9VLSL Stiff pray SILTY CLAY with some ORGAN/C material d some hard SANDY CLAY layers P P P P P P P P 4 4 4 9 3- S 7 7 6 23 25 35 91 39 39 37 25 2E3 30 3L 26 35 72 55 37 363 43 sv 5, sa 60 st 92 73 73 78 Compact, dense, d very dense brown e gray 5/LTY SAND partly cemented SAND, 6 5/L77 5AA/D 6 GRAVEL t s' 7- 23- 68 7 1 l 5.5 L /NE 6€ /4121 LT 2/Y+86 245- 24 5- 'S -4 8-36 1/0 t' 221/4 3-9-81 I/SI N N N N N N N N f-: r‘4,11 v -; .17 12.512/I/•4\ 1371 ,Y ,3 I e I 1121 e 11.11 Compact gray t' brown 5/LT e SANDY S/L%'. I3afig 100 200 -300:' 12'501 11 `, 3„ Slightly compact to compact, brown,SILTY to CLAYEY 5AND some GRAVEL 246- 246- 68 Very soft, gray CL Ay 12512/ 2-2y-8/ Stiff, gray, iron stained CLAY and slightly compact, fine SAND S/ijht/y compact, brown, SILT)' coarse 5,9ND Dense, brown, weathered SILTY SAND and GRAVEL Very stiff, gray, SANDY CLAY Dense, brown, very 5/L Ty 5AND and GRAVEL Very stiff red brown, SANDY CLAY /QV:2.2J Hard, red brown SANDY CLAY with scattered GRAVEL Compact, brown, SAND E GRAVEL Slightly compact, brown, CLAYEY SILT Soft, pray CLAY -some ORGANIC materials Soft, blue pray CLAY Very stiff, yreen gray, SANDY CL Ay Very dense, brown, SAND and GRAVEL u 3 3 2 2 2 3 5 23 5 5 7 7 7 10 10 11 12 13 1s n 21 24 33 33 38 40 33 40 7 53 50 7, S70/0 97 s 2 7 IB 23 -137 f25 no 8-35 C 0 247- 248- 3 lees. Inn 22.6 9 sgy #165 October 2/0, /9e/ B-62 247- 247- 2 2 3 248- n N 248 72 2•/9-43) /00 20o S S 7 6 7 7 7 9 10 2 16 3/ 30 2o 2 23 6 0 45 00 /05 b0 40 37 60 0 67 70 77 67 %5 25 12.3 20 /.9 /9 i•4 130126 ,.97 2.5122 1. • a /00 1.51 is 1.1 f 12.0115 2-20-81 Compact gray CL AVEY SILT Very stiff, blue yray CLAY 242+00 243401 1'44 00 20 140 /-f •' 2.3127114 13.319211-y '\ I-� I/.s1/s1 /.4/ Stiff to very stiff, gray CLAY 13.613:414 1/151"31 /-11 I 44 I�o1/y 1* 249- 8-33 Loose to slightly compact, brown, SILT, SAND and GRAVEL (Fill) Medium 5AND 249- 7j /29'Lt St . 213 *56 V rO elJ /7 TCH L /NE 2_1)4 AN I -30 GW %E/. 21 3-3/- e Very soft to soft, gray CLAY with H25 odor Compact, blue SAND Compact, gray, fine SANDY SILT Stiff, brown, GAPVELL y CLAY • Compact, SAND and GRAVEL Very stiff, brown SILTY CLAY Compact, brown SAND Very stiff, brown CLAY Stiff, gray CLAY 5t1ft, gray SANDY CLAY Compact-, gray. SAND)' S/LT Dense, SAND and GRAVEL Hard, brown, SANDY SILTY CLAY Very stiff, blue, pray SILTY CLAY Hard, gray SILTY CLAY 305/og 10 O 6 2 6 3 1 3 9 3 s i 3 9 5 5 5 6 7 5 5 8 '9 '7 11 20 13 16 z4 3e 65 73 3C fl 50 53 6e u3 167 7i 55 55 59 5z 51 51 55 65 67 75 ea 120 160 2:0 .Fri s r\/ 3-01-e/ ZOO 500 19515411.9 witt 245+00 ENGINEERING GEOLOGY AND TECHNICAL SERVICES BRANCH - TRANSPORTATION LABORATORY DRLW'N [IV Lai FONG- j�O*uc?'e3I8I Coa, se G arnea Soils CHE:,NEC- BY vld y cam- i Enc,lCF Gl OG'S' C.E a NO. apo'o.al Ileco,a et -T ..1.- ...., 27 ENGINEERING GEOLOGIST C.E_C NO T EXPEND. AUTHOR 246+00 247+00 DESIGN p ORIGINAL SCALE IN INCHES FOR REDUCED PLANS State of CALIFORNIA DEPARTMENT OF TRANSPORTATION 0 1 2 3 STRUCTURES DESIGN C t,S2u PROJECT ENGINEER REGISTERED CIVIL ENGINEER NO. cu 04210 wo 134651 2-26 81 L 248+On Dense, gray, fine SANDY SILT Hard, brown, SANDY SILTY CLAY Very dense, brown, SANDY SILT Very dense, brown SAND with GRAVEL Dense, brown, SANDY SILT Hard, brown, SANDY SILTY CLAY BRIDGE NO. I 35-252 L POST MILE 249+00 f- C -7LE It or, : I"= 30' Ver : i"=l0' 80 90 ROUTE 92 /101 SEPARATION -LEFT BRIDGE LOG OF TEST BORINGS2CF5 Disregard prints bearing earlier revi-inn i ,r REVISION DATES (PRELIMINARY STAGE ONLY) SHEET o OF DIST COUNTY ROUTE POST MILES ----TOTAL PROJECT J La 8 i 0 0 N uoN0701 • -• 8', g co 0 5 031 �0 0 m u e• o' t ° y ° ozes " L-° c scL o. ° 7. V a ei N z °.ola- a N V Z s - O fa' Q, s e- 0S V Eg4'b Gr ti 1.1.1 iy,� ° E Q -. ..yy! V 4 N O (-)..‘ z o z NCO Vu' Y o Z La -4, /may. > m Q g V 024 • r e 0 g S o� 0 C t`-_ u- L Y g, 9$ i e O L F-. a- Z C o t E. e t- N V M _ o w u na11 222 " AT. ` P c v c ° u o z 0 0 z u 0 O I- a E9 CC a 1w O W Z a 0 V �, c A V N C 8 W . 9 3p 3 *E 11,9 E N Sj LU 0 ......._‘7-- a3 0 ' t _ la -T o 0 ? 4,:r\- I- .3 iac\ c4,- JOIy0701a..•' o "'el� J W ' z ck p sSo ., _ E,,, o a 0 - n cr • ▪ o1. ° '0 V (25• 42-0 a' dET BORING CORE BORINs. W 3 n -- n 0 0 0 Z r 0 0 CD o i r W f' xa 1 i Il^ W a - W C, X w z a W 2 0 18. • BOQINC (DRY) CC W n N azls LEGEND OF EARTH MATERIALS a a a ✓ ✓ O 0 0 NQ f0 41 Sr a V \ a J - ° u>. °Z • > 40 n- v ao FILL MATERIAL V C in 0 z 0 J > z >- C C a J J 0 in Li U CLASSIFICATION CONSISTENCY In -J O V) 0 U- According to the Standard Penetration Test i a -c an O ' T 0 T lb' fn o> > 0 e V us ae a o a, E O. e 8 O ` 0 �. >" c U) C IL K cs0 y c c 0 a, a) u7 sN0 �n0 c 0 in 00 in N- • 0 O 004 0 0 O N 0 U w 0 Peal and alit *rho oiNmc soil U ° S,1 s ana CInes -LiouIE ivd Ins han SO S• IS and Gays !Limn(' Time/ g,eaIe• Than So N ghly mean,( S0,.ls Fin gu'. nee, Sms a Y i - n b ; u F U u w >- 0 a U w N an an CS W a $nlr Sands sNMytll N WS L/NE 25C - B -63 20- 3" B-44 53L L/NE 3-67 3" t \ c 3" 04 SM 92. 101 Tai: 9/772. 9/ //. 9 44,4 (toa_grus/ #765 Toni NO SNIPS 229,¢99 Dc tober 2), /95/ 251- 252- 253- 254- 255- 50- 250 - BENCH A BM-?Pt.3 fd. LETS sidewalk Br. No. 35-27r30'Lt "Bsa' Line S#�r. 2S0.IO' E/ev. 29.10 0 5 Asphalt &rciwn , a/LT, SAND 9174 GRAVEL 0- - 20 - 30 -40 - 50 - 60 - 70 -80 - 90 -100 -H0 Very .sot, . r cly CLAY S N Com/agct, yray, 57LT to 1 25 1 1.9- ,; fii7e SILTY SAND - Dort, yray, 57L7Y CLAY Soft, brown CLAY Cornpoor, brown, SILTY ;; SI ND one/ GFMVEL )2o 1 t.4 Compact, yray, iron stgineel CLAYEY to SANIOY 57LT ) 2S ['4 ., Corp, yray, iron stq,-nc ' CLAY 1/,31 3 lb., 1 6 I1.¢/ Sbft, orgy CCAY 51- cfr B-63 '72 v N 2 U) 52 - 53- B- 25 3" 8-44 /4 1 /•y /4 /.44 252- 253- /3 it 35'11 514 253'S5 1 54- EE LINE 256- 257 a \ B-25 1/6 I/4 3N Slightly compact, brown SAND and GRAVEL (Pill) C ar a B3 L INE 55- 255- 3gg Slightly compact, brown, SILTY GRAVELLY SAND (fill) i4 a. 1/6 / / P I/1 / 251 /•4". °I.'? CL stiff; "-CY Otte" 1 6 re/ e' LC/15e7 bivwn,S/iNOgrici6RAVEL. Ngi 9 , La -own gong yrciy 1 4/ 1/4 / motek:-cl CLAY / Stiff, brown, CtAY(QC/ = 2;2/ g$r-going to. ergo 1 '5 lb* \ Cca'v (9u - /• 2) Srirf, blue yrq y CLAY I i6] /51/4 •. 1/.2I /2 1/4 I"Hs►i4 tIgrc , brown grief 5roly, / m)ott/eci SANDY CLAW- %d GRAVEL qt el- 07• f. f /.y /6 /3 /4 list/Y 1461 /y 1261111 51 1/3 1/-4 Very soft, gray CLAY Compact, fine SANDY SII7 with iron stains - Loose,brown CLAYEY 5/LT Loose , SANDY SILT Slightly compact, fine CLAYEY SILT Very Stiff CLAYEY SILT with PEBBLES Dense, CLAYEY SILT with iron stains and LIME Compact, brown CLAYEY SANDY 3/LT 4 /rbn stair s Stiff, SILTY CLAY with black stains - Stiff green gray CLAY Stif( b/ut tp darer blue SILTY CLAY Dense to compact, brown, 5/LTY GRAVELLY 5AND with iron stains Compact, brown to gray, fine SANDY CLAYEY SiLT Stift, yray blue CLAY Lida Dense, gray and blue GRAVELLY SANDY 5/LT 3 -10 -al /0 11.4 re 1/7 In 1/4\ 0.916 11.4 \ I L 1451/•y • /B 250400 2.514-00 252+00 253+00 1, / 72 - 21 I /•4 S/iqha tfy compact, brown, 511TYGRAVELLY SA1VV fn C1dMEY 5tk ffif/1 Stiff, brown SANDY CLAY Very soft gray CLAY Stiff, black to yray green CLAY Stiff, iron stained SANDY CLAY fQU= I.6) Compact, gray, iron stained SILTY SAND Compact, brown, SAND and GRAVEL Stiff, dark gray CLAY to SANDY CLAY Slightly compact, gray CLAYEY SILT IS9Irt/ Compact, brown CLAYEY to .SILTY SAND -Some GRAVEL Stiff; hive gray, iron stained CLAY Soft, pray CLAY Dense, brown GRAVEL in fine SILT} SAND. rnafr/x f s2 t i, 4 s% Dense,brown, SILTY SAND with � small 6IMVEL - SILTY SAND /7 l ir4 " Try terbOgs Stiff, brown SILTY CLAY 20 I nt Stiff, gray CLAY to slightly compact CLAYEY SAND Soft, green gray CLAY -2o-8/ Soft gray CLAY Hard, brown, interbedded CLAY and dens.e_LLAYEY SAND and Gravel. 25]/4 7 12(1.4/ 8-67 gi 56- 2 56- 57- 2 57- 0 0 r DI N ti Compgct ,brown to purplish 6/WELLY SAND GWS„ B/. /r 9--9-e/ 5s Ci J Q 126 I' 4 0 try aofl, rtly CLAY et -y stiff, orgy CLAYEY SIND Ti; orgy SILTY.CLi9Y '' /0 1 ,.y2' N N N 09 Wry stiff, , my, CLAYEY SILT with LIME Slightly ooinpgct, yray CLAYEY SAND with iron stg/ n s Stiff; erect-!, SILTY CLAY with iron stca ns Soft, yray CLAY Dense, brown, .9/LTY SAND gine/ scgtt f-ec/ PEBBLES Loose to slightly compact CLAYEY &IND Y SILT with iron stain Ccnpgct, sr -9y CLAYEY SILT .5't, rf; err/ y CLf1)C Compact,'ye CIAtEY \ SILT withpcitchcs lizlifarof LIMY. SII40 4-10-1.9 / /.3 7 fig / 258 PLAN ao/ 8-6 3° Compact, /iyht brown SANDY S/L T (TI /1) Very soft, gray CLAY [i0 114 12/1/45" / 17.3.77217T/ / I i- o /'4 0122 AL/<. /4 3.3 254+00 255+00 256+0n Soft to stiff, gray SANDY CLAY Very stiff, gray CLAY fQu 2:01 to SILTY CLAY 10a I.2/ Slightly compact, ray interbedded CLAYEY SANL) and stiff CLAY Soft, gray CLAY 5f/f* gray, iron stained CLAY Soft, gray CLAY YP,rti�sliff hlue ray SMVDY CLAY - Cornpac f, light brown, SILTY fine to medium SAND Stitt, light brown SANDY -CLAY Stitt, blue yray CLAY Stiff, blue yray CLAY Very stiff, blue gray limey CLAY (6RAVELIY ( AY in it p) Very stiff, gray and ton mottled 5ANOY CLAY N 13114 1 -2o -B/ 257100 Dense ton weathereu CLAYEY to iLTY SAND PROFILE Nor: I"= 30' Ver ; i"- 10' 10 20 - 30 50 60 70 - 80 Imo) 110 H Clean /laves Graven aim fines -Lytle on no App,ec able m ount fines of f. nes Clean Banns Sands nith bees 1.11115 or 010 APIPecisble amount hats' of lines ENGINEERING GEOLOGY AND TECHNICAL SERVICES BRANCH - TRANSPORTATION LABORATORY P DS 0146 Gta els Sands JHAWN 2Y Coat se vaned Soils CHECKED BY <a ,"3 /S i ."na ECI GEOLOGIST ; 7eC. CI G. N0. •grovel Ssconnea6•4 Ea ENGINEERING GEOLOGIST C C.G NO" CHARGE UNIT EXPEND AUTHOR SPEC DESIGN ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 State of CALIFORNIA STRUCTURES - DESIGN DEPARTMENT OF TRANSPORTATION �l1n� /u c E 2,0 PROJECT ENGINEER RE“ISTERED CIVIL ENGINEER NO T T 2 1 1 (cu 04210 3 wo 134651 I BRIDGE NO 35-252L F OUTS 92/101 CEPAPA T I( N- LEFT POST MILE Di -r e_•f rd pints bearing earlier revs -lam q anti. -► LOG OF TEST BORINGS3OF REVISION DATES (PRELIMINARY STAGE ONLY) RIDGE SHEET 91 OF 1b1 U OPERATIONS 26 a I o oz o - 0 c o O L- 4 01 U z O O S' e N V 0/ 41 z a.o« 20_ n\ col 210 o m 0 0 N •0 r o c Y J N e oa :Jt“ O E c _ € a O .0 0 yy o - 4-- c." 00121,3 z m.�.o x:Q0 0- i 11 z voasol� .-21=.21 ✓ti« g o m 0 ~ 3c nr 0 •t 6 `o$;ap.' FF O 5 a-0 0 p_ P. z r $ -g ` ^ lIJ � • E:o _ o '1;w to 0 1.61 J ^ u o g, 00 V O 46 c W� o �E o 0 v, ° 6 LU 1 =_ 0 o 0 m_ -. ,-.:11,,-e; , 07"c•.4, -.,-,..t I- 2, oNi. s a Co =2'— $ aims 11 4-45 a C, z co m z u o o< gcr co z W a R o 42 15 6 onto = py oF' 0 V C O O O u 15B E 0! • s E E Lu E a *E r s N 0 a I- 4.1 L 0 2 a 0 a) I - W RnTARY BORING (WET) Y a t- I- s 0 a ti W a a w 0 0 `a N BORING (DRY) a w J 0. 4 a N EARTH MATERIALS O z w CD W J aI- -1 N J ay - a W a 1/./ 0 � 210 - SOT® J w a G z )- a 4 J J U) U) U J 6 - U Lu W r 4 4 4 In z W 30 OLJ 0 0 0 44 Q J N 0 0 0 ›- < -J CR J Hu a 0 Q 0 0 '0 CONSISTENCY CLASSIFICATION It 0 According to the Standard Penetration Test aJ 0) L 0 U O - O H'0 L r 0 ' ` n t rn (.7) Z N 0 c Q U 2E h p t d yyC O O n 2 o T J se -1 61 ` o,1635 E-) o u - x � I- N c3: c 9 CL) al in 3 c9# Lrfri 12 O u700r'r llOTE Classificction of earth material as field inspection ateys or n„n oit•sh<tty 0 0 3 A 0 a O Sd y lad 0ay1 Loma ,nn less nan 50 S Is aro Clays -Lewd !IMO Bleats. Cu, 50. Nr Eltly Orean.e Soils FMgunned sons r F H -s - a S 6e u 7 pus 0 0 r 0 u u 0 u - 30 - 40 50 - 60 70 -80 -90 -100 -1 10 -120 B-5 25g_ 258 0 25g_ a B-54 259 - BENCH MARK BM- -Ft. 3 Fq. L - T S. sigew4 /K Br. No. 35-27 t 30'&. 403" Line Sfq. 250 r 10 t Et Z . 10 WA/ C /NE 3R 260- B-32 B-7 261- 260- I O , 58- 59- 258-h 2� .0 J cbn B-5 *60/0 14 3 p P A P P p p P P a 7 6 5 5 5 5 5 6 6 7 n5 25 31 37 32 52 37 47 f3 44 5, 33 31- 52 67 40 56 6l 65 7/ 7u 75 74 76 e3 74 73 65 60 5599 S$44 70 70 66 or 93 Cc - 04 07 112 15, 137 161 g 10 S 5 9 2 2 2 33 3 3 3 5 5 5 5 6 5 5 5 6 G 4 3i 53 37 22 33 31 '9 13 16 I6 /9 21 25 33 60 42 42 U 46 f5 5500 56 52. 55 64 74 67 56 58 6r Im 70 0 2 240 235 220 131 147 105 220 2140 260- rB-32 • / / / / / / / / E /• f 16 /• 4 I IGII.4 / 13617.4 • • 2311, 26 4 1311.4x.4, • 1 P.+ 47 S 2-27- el IS -I1- E0 700 Zoo 100 z0 /.4 i 26 1/• 4 43 I.4 n 20 /•4 ‘♦ Jzilze/ / 47 2e 258+00 259+00 N I'3/4.1 /.4 �r _tiqrq, brown , SSVOY SILTY CL/WY with 6R-1VEL and iron Chains 3R Brow^I , S/I,40 qn cl GRAVEL 60- 83L LINE 261- -I 261- o` 2 €4 C J 61 Y B-7 Very soft, \yrczy CLAY CrgyCL/1Ywith 5,,W0 qnq GRAVEL tear , SAND qnq GRAVEL Dense, brown fine S1NO Loose,brown Sc Sliynty oompgct, gray SN`/0Y SILT to stiff -orgy CLAY Hgrg,ggrk orgy ,CLAYEY SILT Cbiryogct, Iiyt7t grey SILT Very stiff,, orgy SANO't SILTY cLJ1y Co/npoct, fine to rneq r urn SAN0 Stiff, y/-qy SILTY CLIP SY/yhtty compq ct, Nyrgy SILT with iron Strun s Soft, orgy CLAY to S/LTY CLAY .ttyy Sit ft,b/ve SANDY S/L7Y coy Very stiff, brown , SANDY SILTY ['LAY with PEBBLES gr7c1 iron Stgr/7 s Densc, qnq GRAVEL with iron StginS /2-12-60 /c 3 4 5 5 5 5 5 3 5 6 6 l4 20 z2 22 90 Z6 35 35 30 61 47 50 37 70 61 lay (22 oto 14 07 112 129 130 130 140 1W 110 100 7u 75 9l 91 Y36 500 169 )00 10 116 195 250 140 61- EE LINE 83 LINE "A2- 62- 262 - B -59 Et 49m) 263- U C B- 59 Z2 I I4 4 1/•4 7 / / / / / Sa- 114 L4 ♦ 161.11.1.11 18 thef 100 Cornpgct, garklalc/c, fine SILT Zoo —4 300 f 2 1/-4 311.4 r4 Stiff, ggrK k'/ge CLgy Very stiff to harg, gain ka/ge Coy Horst, orgy SANDY CLAY 27 214 N / 3r1 Cbmilog c t, SAND Pr -KY 264- B-31 264- S1q.26f*Ot i 0 U J Very soft, 9rgy CLHY Cbmpgc very stiff, compgct 1eiy PEBBLES SANDY t, SANOY SILT gnq/ stiff sucry CtAY• sm./ CLAY to s/iSht/y SANDY SILT stiff, SANDY CLAY with to compact SILT Cbnipgc Loose, Stiff, with Stiff, t, brown SANDY SILT 5r-gy Sii%/OYSICT orgy &INDY OAT iron steins orgy CLAY to slightly compgct SANDY SILT it iron ♦StginS Co�7pgct, grgy CLAYEY SILT with PE/3BLES to very stiff SANDY CLAY with iron .Stains Dense., brown, SILTY 6RIVELLI SAND Very stiff, brown, iron stgincct SANDY CL<1Y Very stiff, brt,wn CLAY with iron Stcn n S f0 5 P p p P P A7 P R P P P P P 4- 1- 1- 7 5 5 6 10 r3 10 215 26 /9 936 3/ 52 I5 65 43 7t. 62 65 65 70 64 67 76 75 es if/ 124 116 122 121 142 1,, 173 163 145 110 D15T. COUNTY ROUTE POST MILES ---TOTAL PROJECT in" ' ,or. 04 S M 92 101 77/.9/T/29//923049/.9/T/29,//9 2 B»31 6WS*El• 32 5-10-61 October 4-iG % r CAiL 265 - B-27 W r J B-27 I 100 \s1 200 300 10 3 1e 1 h P P p P P p ID 2 2 3 2 2 3 4 4 5 7 6 !6 20 34 3P, 36 26 2, 22 9 26 27 55 33 39 57 72 72 !' 1 115 100 100 120 125 127 112. 100 Ito 126 AI 60 e4 110 147 20 I 110SO 1/0 315 650 x 266 - PLAN /". 5o' { I0 40 50 70 2'00 3 -10 -el /-27-0/ Shirr; orgy et -1Y with Iron sign; n S Stiff PT, light to gore< yrcy CL1Y Stiff, cfgrS y1 -9y to brown CNY 16 I' -4_r_ 5-0-01 3-5-e/ 260+00 262+00 263+00 264+00 265+00 PROF/LE for: !'s,01 Ver. /R-101 -80 90 100 H- I 0 r a i Clean 4neels Gravels .42 Inn -la o, re -Apy,e-able amount Ones. OsbMs Clean sands Sams with lines Little er no - ADPrea,aele vivant Linea' of lines Gravels Sands 05 0146 Coa•se -tined Sods ENGINEERING GEOLOGY AND TECHNICAL SERVICES BRANCH — TRANSPORTATION LABORATORY DRAWN EY I :. CKED AY N:D FONG 7 /81 7._i, / PROJECT GEOLOGIS) 1dG'Grt li, CEG NO 1oVeeel Reeeeee Nee e, ‚< . ' , =1+�je' 27/ ENGINEERING GEOLOGIST C E.G NO CH/U., EXPE n;:! A. T H OF CC l; C ORIGINAL SCALE IN INCHES FOR REDUCED PLANS D State of CALIFORNIA DEPARTMENT OF TRANSPORTATION T 1 2 T • I BRIDGE NO. STRUCTURES — DESIGN 35-252 L POST MILE h Q4 L c tt,sao POJECT ENGINEER REGISTERED CIVIL ENGINEER NO cu 04210 wo 134651 POUTE 92/101 SEPARATION -LEFT BRIDGE Disregard priors bearing earlior revi,ion dale --; LOG OF TEST BORINGS4OF5 REVISION OATES (PRELIMINARY STAGE ONLY) SHEET 9z OF1 9 DIST COUNTY ROUTE POST MILES --TOTAL PROJECT Ton: O O OPERATIONS 6. p O > Y u.c g 2 -74k 2 to n E 0 • 0 u0,41:007 0 0 • I IX 0 alp �\O u o v b —.4--- o sI- Y Y C° Z o Iog w N N a u V C y a O O p2 c E - g V P C p- O N L, L- O N Li L a N . ', u - 1 O o.u-s,2o- n Z 0.0 N . - Y P O u .. g - p u O O r it a5;, -"o 47 s y'E o�a=o Euu E yob 1 M E a 6 E ON 1 p E c c oo 5 'oEu6 1 ' :J W .L , E - - 3y5 V* or.“ CD Z 41 N g "burl 0 y ec o z uo D50-1 • c N Y CC Y In, Y m a of -�� o %� o ml C d N a cc o - -0 c k v C a. E O N EE N O O _ C O O L gc o 0' g- o 0 b 0 gco �� Z g *6%2 g'EEEBI oa_ u 0 Ld u t e_2i.�D N vr, > w J t C JET BORING CORE BORING -a-is-1 ans LJ , Cl 0 in m ¢ 0 m O a C IXMCP 21,41 CONE PENETROMETER OF EARTH MATERIALS J CD Z W 0 CD J Cc W J ~ Q Y > U > J G m 2 a a. a N o H I- R U> 02 2 0 W > W F 4 0 I Y Q v e - Q Q L¢ J W Woo 1- U V,U Lug U. l7 Nix'i2 0 2 4 LT) -J -J Effi `oO o 0 4 4 J 2 U> Ny > W > 2 4 2 I - J LOU N S, CONSISTENCY CLASSIFICATION According to the Standard Penetration Test N N 0 U N ..- N V -C T 0 If) ;7)1 > > 4) 0 C O (.D 002 O 0 06 O M r C LO I- N t c 3 c 0 ai NOTE Classification of earth material as shown on this sheet field inspection and is not to be construed to amply methonical ct 266- 0 -I 0 - "n - 3C - 40 -50 -60 - 7C C> Peat and other h,ghly area O. 0 6 sots and Col s Lel um fait lest than S0 S. is and Ch -as Lqu'd n,n't Peale than SP. Hie y Oiea..v So.'s e /.a.ned 0•' I W z a U c N a J c I - a 8 a- 3 LI -100 1 r^ 120 -130 8-30 0 83L LINE 266- 0 B-30 if 2 2 2 2 2 2 2 2 2 2 2 3 5 9 3 5 s 4 5 5 5 7 6 6 7 7 a i I6 10 3D 99 53 92 27 37 30 69 41 51 53 71 70 67 96 Br „JR /33 120 b* b/ IMO 10 161 179 19S 197 ?a 226 200 1% BENCH MARK aM-1/t.5 fq, LeT.S. s/levvg1C dr. 35-27 t 30'Lh, less "Line Stq. 2501 /O2 Elev. 29.10 267-t8 1S71 t 8-29 g1 6 z@to , B-29 I '71b' 268- i311 SG9htty compgct, brown YEY to SILTY &IND cinci Eiea✓EL (ft lI) Very soft, blue orgy CLAY 269- 53 LINE 270 - tin 271- $ B-58 GU frit fl C B-58 1410 x 272 very soft, light /crown to Joel 2 1 / 4 - gork CLAY, oq'orous witty 12, some "'CAT o.2 } pi /•a / ozl 101144, 10.21P1'4/ IO.e 6 4 Soft, orgy bIL.tc, SANDY Ci A Y /•31%o /.4 oa a \\ 261 ,.4 Stiff, Orgy blue 7v brown, LSr1NCY CLr1Y Soft, brown SilNOY CLAY _-t Corn,ocict, Orgy ?CLAYEY to SILTY ,SAND fl ' Sniq// GR4VEL 5 x 3 4 f stiff; ray CLAY .0 1e 12.51/5 1/4 1-28- 61 100 I 6 25 ,.4 7 1.51241/4 I 1 .0 20 Stiff, blue 5r -q y CLAY Dense ,CLAY, SANO qnq GRAVEL leery stiff, 5r?NO I CLAY Wry stiff, brown CLAY / / o•t1 P 114Z e 1 201 1,4 \ 27 3.5, 2411.4 3. 42 273 - PLA/V_ Ia-30' Very soft, yrcen orgy , CLAY- ogorovs °nc, very..plgstic Very soft, Ii sat green grey CLAY with some PEAT Very soft, /loot- green Orgy CLAY- ocioroci Very soft, bent 5rec(-1 CLAY-ogbroys with PEAT Co/npg et, omen orgy, ((AYE)' mec/icrrri groin SAND Mott tech green twig/ yrccn grgy, CLAYEY SILT orgy, coor5e lCompgct, I/grit brownish 5recrt f megigLim grain S,1/.10 Comhg c t, light green, course 34N0 angj rounc/eq Gt7r1VEL tt?7t" 7 L Conipgc t, orgy, CL4YEy fine s-c7,n 5k'lO — Vcry Stiff, yr-gy CLAY with fine PEAT I-tgrc/, gr-gy green , fine yrerr l S1NIOY SILTY CLAY - p/qs tr c DenSe1 orgy green , CLAYEY coarse S4N0 goo/ gr1044/ar @f1AVEC Stiff, Igycrccl , 'brown , rTncc/luny 9rgin S1NOY CLAW gnc/ SILTY CLAY Stiff, Orgy green to brown, . mottfer4 SILTY CLAY Stiff, ,gray green to brown, motticg SILTY CLAY /7 r.4 10 0 /2 ti IN\ Stiff, y/ -WY Jreen to lorowf, mot ttcc/ SILTY CLAY eI 101,4 7 Stiff, blue gray SILTY CLAY C 14,e la4 ,.4 2.5125 ,.4 a 22 r. 4 3 34/'4 • Very stiff, b/uc, SANDY CLAY 1/cr-y stiff, attic CRAY 5155 V+ 15,6 ,. Soft, blue orgy C'LA' 60 4 Irs116 /•4 Very stiff, grey CLAY Stiff brownish 5,-ccn to ,brown SILTY CLryy (tlgr q, list,/ orgy yrcen to r /(y s)7 browi7, mott/cq SILTY CLIY 11 [With trc7 ce- or fine 9'-/ n S4NO roense,I,slit arvw/7,CLr1YEYmecl;ut7 147 -girt Sit-i'O L'IKn 5C , /tern b 0wr7 , CL4 yCy coorr SIN0 qnq sub -gnsrr lnr 6fj'AVEL to 3/a DCttC ,Orly b/< -/e , mecfrvr 9r'cvr 9AN0 Dense, green orgy, CLAYEY fine jrq,n -15'rjNO with occgs,ong I re/gist, q ggfgr- root frcigmcnt Stiff, orgy gnq oreen rigy CLAY ,41 9 ra4 11,5 9 64 3,S 15 r, T// .9/772 y Os 9 /w eR NO 04 cv 92. 101 23/ g . A,Acey. 4/es DATE APPROVE^ 274 - TO HAYWARD 1=r October 26, /96/ O 9 Vcry loose, brown , 4 I is S4 Ado qn cf very soft CLAY Loose, brown, CA.TY Sr1NO grid GRAVEL (fill) B-3 499 131 275- 2 3-3 3" 6ws Et 643 ti`. 3-,o -e0 7 11.4 Stift, brown CLAY Very soft, b/LIe orgy, 0-1Y Very Soft-7b/Lie 9r9y• ORGr9NIC CLAY N \ Sort, orgy go —tor —cc," $I»7y CLAY S- 'oft, 77, gn=1 �gr-een yrgv CL,1Y /4 Stiff and ,9re'r,7 9rL7y CLAY wit some co rue S'1/J() gnry fne Gr?r1VEL Here/, I/yhr 5yrt7 yrer? to browe1 12.9 41 11.4 .' mottled ,,/LTY C oLAY with sor7Te ._.#%r7C grain S)'1NO 267+00 268+00 269 i n It 270400 2 7I+(Th 272400 PROF/Lc /tor: I" ` 30' t/cr' I,- 10' Sort, gciric orgy CLAY Soft, orgy, iron stgincel 34NOY CLAY 0 Conpgct, brown, SILTY GRAVEL qnq St/ft; btue 9rc7 y CL/iY Very stiff, grey, CLAY 2.7 Some LIME Very stiff, /iyht brown S/LTy CLAY Stiff, brown CLAY Snff, blue cyrgy gnc/ brown tally 11S 1.2 7 3 126/12 /4 ✓, v N soft, gray CLAY stiff; p/ue' orgy CLAY N, 70 \--- 80 1zzI/4 9 1 . 0.7 2 Very soft; gray srWOY cLI y 20 '4 /2i a4 0 I0 20 3C 40 50 3 101x4 6 101/.4 ..r: Wry stilt mtge. 9x9 y Intcr/aeq CLAY gnel slightly conlrgct,fine SILTY SAN0 251t4- 1/.4. Soft, blue Orgy CLAY 2/ 1/4- 7 n4 / 7 N Stiff to very stiff , dive yrgy / S,NCY CLAY i Very stiff, I-lve gr' y, Si nIDY CLOY 273+00 274-+00 129 /.4. 3-10-60 Clean j'ive'd" !Little a no fines. Gavels a.^ noes 'AW.eC,able amount 0' fines ..ale's C''e,n Sands Little dl no fines' Sands .,m taus Aopte:. ab'e amount OI tins, Sands ENGINEERING GEOLOGY AND TECHNICAL SERVICES BRANCH — TRANSPORTATION LABORATORY DRAWN PY ELI FYJNC 3/80 Cease. ia.ned Se:'s DS 0146 CHECKED RV KOaEC1 ,-EO_OG.51 aurora, sr 2?% ENGINEERING GEOLOGIST.. CE G NO CHARGE UNIT EXPEND. AUTHOR SPEC DESIGN ORIGINAL SCALE IN INCHES rOR REDUCED PLANS 0 State of CALIFORNIA DEPARTMENT OF TRANSPORTATION 1 T I 2 3 BRIDGE NO. STRUCTURES - DESIGN 35-252L I Rp U T E 92/101 S E PA 3 A T I 0 N- L E F- T E T I D G E I LOG OF TEST BORINGS50F5 \I ` �+V`.h4il��-'� C. Z\Us2-0 PROJECT ENGINEER REGISTERED CIVIL ENGINEER NO. cu 04210 wo 134651 POST MILE Di.reL•lvd prints I.$'nring earlier rev:-llm ti;rl ----i• /9l i i' REVISION DATES (PRE. i#INARY STAGE ON1 V) 1 r I I 7- 1 I I 1 _L fs--'z SHEET OF R3 DIST. COUNTY ROUTE POST MILES —TOTAL /ROJECT sow TOTAL IIIIITO 04 541 52Z/0/ 7719 77.47.1/19 /3949 APPROXIMATE QUANTITIES PR MESSiN' CA.SF- N-I'LkCE CONCRETE TEMPORARY RAILING (TYPE K) ACCESS OPENING, DECK REMOVE BRIDGE RAILING BRIDGE REMOVAL (PORTION), LOCATION D FURNIDRIVEESPILELING (CLASSLASS 7 70C) 0C) SEAL COURSE CONCRETE DRILL AND GROUT DOWEL CLOSE ACCESS, DECK CORE CONCRETE (6") JOINT SEAL (TYPE B -MR 1") JOINT SEAL (TYPE B -MR 2") JOINT SEAL ASSEMBLY (MR 2 -1/2" -MR 4") CONCRETE BARRIER (TYPE 27 MODIFIED) CRASH CUSHION, SAND FILLED BRIDGE REMOVAL, LOCATION F FINAL PAY QUANTITIES STRUCTURE EXCAVATION (BRIDGE) STRUCTURE EXCAVATION (TYPE A) STRUCTURE BACKFILL (BRIDGE) PERVIOUS BACKFILL MATERIAL STRUCTURAL CONCRETE, BRIDGE FOOTING STRUCTURAL CONCRETE, BRIDGE STRUCTURAL CONCRETE, APPROACH SLAB BAR REINFORCING STEEL (BRIDGE) MISCELLANEOUS METAL (BRIDGE) MISCELLANEOUS METAL (RESTRAINER) 5W Lille A 4.964' G>s /e09, "" L- /00.Oo' 7; 50,00' e /.5 O.2 ' LJ= /0n✓ 4:5" Lc 27.42/ 7 /4.1./5/ 83 Lire 9500' .dc- 37 °//'/2', L- 4/d5 76' 7 3795,67' N lt/ L ina des 4976' Lb- 3° 27'//" Lc 299.89' T-- /4959' k= /86 8 ' 4= 7° /2'.33" L= 235,22' T- //7.77' 85 L L/i/e kr 5000' 4 9°52'34" Ls 86/, 8.5' 7; 43200 ORF sl$4 3,600 LF 6 EA 664 LF LUMP SUM 98,035 LF 1,345 EA 110 CY 378 LF 6 EA 90. LF 36 LF 70 LF 650 LF 8,649 LF 2 EA LUMP SUM 5,925 CY 325 CY 3,110 CY 10 'CY 2,695 CY 17,715 CY 16 CY 4,980,000 LB 25,800 LB 28,300 LB Neasored a/ong B.3L "Gr/e E•r/5/ia9 Sir t,cAv e - 4souas &2 90=0' - 360/D" a.f 9471 E.�is/ //lye • HIEF. OFFICE OF STRUCTURES DESIGN REGISTERED CIVIL ENS1NEFR DATE APPROVED October -.06 /95/ o loge Pq"1 Senf3 L TLJ _hr ,8enf4L &n/6 L ,Beat 8 L nen/9L turf /O L 233 C/ass 70-C P//es For Tip E/eva/ions, iec "Inde,r fo P/arts 'shec/. Mato Exist SO/ B -L 2 4 2500 %C= 234 23' L1 13 2341500 ,0 C &move existing rai/ and rep/ace. See Rai/iri9 Replacement Details "sheet Exist/icy e/ec/robi rs 73 HQ/7 Noon Bay Exisf, ,Pte. 92 W,8 - evil A we N 89°37'0z/2- 493 2334 30. G6 .B C 2,35 - SW 25442100 Be - /2'L/ #$' 234t25,009C 6*234423700 X:_24'Z/ 451 2344,25,02,5€ (SW 235t25GYiFCC 24.477/ SW 235 65628CED 236 237 .Datum E/evalio? -200' ELEVA T/ON aotiou 22757t Sf'2364494 &CED Act e Rs 4964' rB + ?ad Line 234 235 is 4976 ' 1 ;1' A's 9.100' - 23f 2 1 , 1 "S ytl " Lie 2 "NW Line i NW 237124.89 PCC R=/500 237 238 2�$ 23 5/N 238t/2.42EC }'2 3 t}: 237 "B L om Line 't ,DOD . 0/%- tF0/77/0 -"rV, "1tne (R C, c;; /77Mber%To Be Ace/no ved ---s"� 23 7 Ex/5/ ,Pte J2 E, d 218 PLAN //= BOO" Subr.,u 8zor DESIGN DETAILS QUANTITIES 5-8/ %-8/ By fAV A.1 W4.b'/3I'/ t N/ (t Checked LOAD FACTOR DESIGN LIVE LOADING: HS20-44 AND ALTERNATIVE AND PERMIT DESIGN LOAD LAYOUT Checked SPECIFICATIONS 1d ,26E /S4; rn h /o "[ Pli"^. end Spec. Compared / ORIGINAL SCALE IN INCHES FOR REDUCED Pj State of CALIFORNIA DEPARTMENT OF TRANSPORTATION ( 2 ( STRUCTURES - DESIGN 2 1t,S2.0 PROJECT ENGINEER REGISTERED CIVIL ENGINEER cu 04 2/0 wo/46,1/ O. 1 BRIDGE NO. • 239 23,9 249 SW 240,-09E33 Be 76° 239 NW 239'6 of/EC tArt /1in9e 239 249 240 sri ,lc/ /ef v()wtr 7//%ice 6 20 as J ti 240 .5-2.521 POST MILE 17/ • Disregard print; hearing earlier rsv .ROUTE U2 /101 SEP/.J ATION LEFT BRIDGE lops GENERAL PLAN i REV DATES (PRELIMINARY STAGE ONLY) SHEET OF ok DIST. COUNTY ROUTE PROJECT Re) Tom POST MILES —TOTAL 04 S/N 92, /0/ 71/ 9//2.9, //9 /40 499 _.€::-.nf'_ct 1 re/ CHIEF, OFFICE OF STRUCTURES DESIGN REGISTERED CIVIL ENGINEER NUMBER /Y1edsate' 4/J//y "4/7i/»e E lS D 1-///294 4sprns @ 9.5-0 = 360'0'' e Hinge 5spans @ 98"0' 4.90'0', c.01 1 /1/9e ♦ DATE APPROVED October obe1 24 /93/ Y f „gem' 9 L &e////0L ,eehl//L Beni/2L b//7//3L S!N/2/fiee-- I , 'o /e4e'; 239 240 C/ass 70-C 1-'i/es for T/;o E/e va /ions, see "Index /o P/ar/s "1s iec/ SW 240t©9,83/B,C, N 7G°0�/3 Exis/ ,(Se 92 WS, 239 24/ 242 243 ELEVATION /"=30' • a/I I24• a t 4' NW 243r 07,92 Be, I - 240 0, 77 3¢ 07 E / Lire 242 N = 2¢ 4L 242 -t-86,85 240 / 24,' 4 /I E It E 5 EE 407,5201 9(' B3L"L//7e ,P= 5000' 4= 95234 L = axis' T- 432 00' 42 EE 42; /6.G 3 43 i 'NW "Lime ,e_: 40 7°/2x,53 "' Z. 235 22' T- //7.77' ew ‘0O' A. 35°26'46„ L: 37/ /..91 T = /9/ 75' 244 Dr dent /5L 244 —+- SC 48 0230.5 E,C' ,83 L 243 4- 30.49 PDT SC 48t 70, g.5' ODT� "EE" Lin 44- PLAN /'/a 30 244 CN 49 t 45. /6 e, ove 245 ,en//6L N 79° 30= "495 "L/1e a 246 di — 217 ,B L 246 r 08.29 POT /VW 246 x /3,26 POG NW 244* 7/4 Ere. ,P= 9500' --f- 24 247 [xis/ 0a. .92 E.S. CN 6740,70 EC, .S/ 'V"L4i7e 246 48 248 Not. Ex/s//r7y sfrac/ure s how/2 thus: 0 /4d/cafes /oc4//oz/ 'aka'/,r7 vex//&n/tatemec By DESIGN Checked • 3. (-kamaiutl• t A `1. Let Checked J.. 4a...a9..Ac.h.) A.Y. Lee. LOAD FACTOR DESIGN LIVE LOADING: HS20-44 AND ALTERNATIVE AND PERMIT DESIGN LOAD DETAILS QUANTITIES DS DIce By c /VPlie// 54° By ,L'. . 2 q. j 4'JLJ !4/ LAYOUT SPECIFICATIONS J r ,SCE /+4clp� '0/ef --�.�. I R iar<•tl I red /Jkj spey Comp ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 State of CALIFORNIA DEPARTMENT OF TRANSPORTATION 1 2 1 3 STRUCTURES - DESIGN 2 1\.SZC7 PROJECT ENGINEER REGISTERED CIV L ENGINEER NO. cu 04 2/0 wo /J46 5/ BRIDGE NO. 35- 252/- POST MILE Rt/8 ROUTE 92 /101 SEPARATION LEFT BRIDGE ♦ Disregard prints hearing earlier r''ISIon dates —P I GENERAL PLAN 2 REVISION DATES (PRELIMINARY STAGE ONLY] -33%XJ I` 5I=J 1157531 Ie SHEET Cu c3 h Measured a/onq 9,5' 10" L ' //rye e Hinge --, Ca -s71- /4-,D/cce itfresse ci Conti -Se /42 =0" 42=0' 7/-0 85=0„ /5!J11 tt' f/irige 5 siooms @ SO:0" ' 240 DIST. COUNTY ROUTS POST MILES --TOTAL flOJECT W[e A WunIT ToWi 04 5M 94/0/ 771,9/712 -1119 !41 499 HIEF. OFFICE OF STRUCTURES DESIGN REGISTERED CIVIL ENGINEER NUMBER -DATE APPROVED 87' O" 5-'0"d A %ge• Oc fober 26 /98/ .96=0" 4 Vt eeri//e3L ern//9L ,Bed 20 L 8errf2/L 44,/221 5';/e3 L hem/24L Ben/ 25L ,Ber/,/2oL ,Gen/ 272 &n/Z& 27 247 248 249 250 2S/ 252 253 Dafum E/e vof/or/ : - 20.0 ' Cress% Cush/on i) 44 /4//.1.:49e I, 2 c,t'is//in9 APoufe 92 E,6; i 48 248 l3. D 4 BIZ 248099,07 POT WS 236 +07.53 POC 49\ 4S, /144;72-2- \249 L/re /es 9500' N 299 6 7739/8,94 POC WS249• 59.98PoT lV LIN ELEVATION /''= 30'-0" WS 25"Of 3S. 08 POT EN 2651,6132 ICC 2275'Lf WS2504400XE0 7- 4/5 250+90,,0 POT 24 71- 8,3L 2.V1,5Y20 PDT kt //53, 3' Y5Z"Lure C 7730,9Z7 POC 3L 249077/0 Poi EN etotioo,0.973PC 50 ,0774#79,70 EC WS 234.92, 64 Sc EN 2497400.00POT. 47k'/. B3 249.30, 00 /°0C. 'WS" Line ,1,s 2275' ZI 4 ° //' 06 '' L= /66,/7' r- 8372' r, C3 „Lime ,e /2000' a = /'5/'28" L= 324. 24 7; /G2 /4' c�- Vrzaa 150 C.) EN249t7 8 P.D.tc vvJ'23¢r5 .6 ISO LOAD FACTOR / DESIGN 0 tt C- th J, 2s/ \ N 79°30'25"E —t-- #m9e 2,57 \ 2 S// $ L210e49.47POT EN 26.5'33.33 POC 96, 75'« ,Q,3% 25/+40.0 /Ca) �1 , NB4`2/'�^3aE PLAN /" = 30c2" o''T'Sign 8 -Se IS/ /7 'coundafion efoi/s " thee/ 252 cc, N 77 JD' 25"E I - • 254 25S 25.6 C/qss 70-C P//Cs For 742 Lye e.9//;,/ ice "Index /o P/arts " shcc/ 3 L 252'07/.82 POT SE 25-242182 POT • "NN -Like Acc /25%, 1 25,3 S3 2.5.3 • y e s "EN' 4/'7e �- 3025 21.3°0412Za L1142.23/ T- 8/. /4 ' 2f4 .54 -+- A/0,060'Lf 4./°44'/4" L= 305 02 ' Ts /52,12' ii1 Eris/, ,P/e. 92 PYB 1 SE 253 '59, 22 6C 'I4/N" Lime k= /2S' Lit S8°06'37" L= /26,76' Tr-- 6245' I_' 't I 254$, • +56 \\ N/V_56'-/6.20EC 6 441 C) NA/ 5G 16508 POT/ EE.56t25'OOicOT B L 256,425,8e) io0T- NN56#25a8froT No%s; EX/sfirhg ebteire e shown Chas: ® /rid/cafes bcatn of miii/Murry vet,"/ a/ ekor€vnce. 82e -o _SIGN E.C ' EFV DS Dice s. SrStERE. CIVIL ENO.NEER NUMBER DESIGN I3, sP,04 VItR. seer LIVE LOADING: HS20-44 AND ALTERNATIVE AND PERMIT DESIGN LOAD DETAILS C3v6, Bidive// 2-80 QUANTITIES t3, C., e a, Ca r.. .; v/1 3I/ LAYOUT C jrc �r:d �e..7A%'ft..t-v SPECIFICATIONS kC /C.ti2O�e0 CoPlam{7naared ! l and Spec (/ IAA <J 1 ORIGINAL SCALE IN INCHES FOR REDUCED PLANS State of CALIFORNIA DEPARTMENT OF TRANSPORTATION 1 1 2 a STRUCTURES - DESIGN 2 lti PROJECT ENGINEER 35- BRIDGE NO %5i ROUTE 92 /101 SEPARATION LEFT BRIDGE cu 04 2/0 Iwo/465/ w• -.6r SZ. LY REGISTERED CIVIL ENGINEER NO. , POST MILE if//.6 Disregard prints hearing caller revision firth s --� GENERAL PLAN 3 REVISI N DATES (PRELIMINARY STAGE ONLY) I SHEET NA/ -C h OF rTTITIl e -ors --t$ ,...ms ated Q/ani 41 L" Line 96'0' 95'-0 /0/' 0" Ca s/ - /n - //ace »es/resscc/ C'o, cre/e /0/=v s /4210'' /42 'I 3 spans ;ge DIST. COUNTY ROUTE POST MILES PROJECT TOTARe. WHIM —TOTAL 04 Sh1, 92/0/ T//. 9/772,9 i/9 /42 499 HIE OFFICE OF STRUCTURES DESIGN DATE APPROVED REGISTERED CIVIL ENGINEER NUMBER C er 26, /'3/ 78d 0" 240=0" t74,9e, / ,Beni 28G ,QO/29L nen/.30L %N 2"iqe 257 258 (Vass- 70-C Pi/cs For Ti o E/e ve/ions , sec "Inde.' /o Plans 'sheet', 2S7 N • `I ' 63 L lrne r' 2A-7 /y79 30 S 4/ 79° 30'?✓ E 7 ,e=,DDO' Ea 57,, 4/2/5e, r I' . i eiLge 56 8 'EE "Line 259 WN 258 ,I 259 -- 53, 99 aC I I �P 3000 ; I + 33"58,/4,50 E.0 S� N7517828"E ,fin/32L genre 33 L • ,3enf35'L /gen/36L 260 26/ 262 263 264 263 Da/urn //rya //on ELEVA T/ON /"- 30' Ow 0 Sign C - See "sq7 Foondth% w De/dm/5 ' .jhee/ 43L 262o/755 55 Pee Ed f ,Q;L 262 t30, 57 /HOC =- EE 62 ,.,31,32/1)0C 2f/ 29 60 83 L 25674 22.62 BC 260 £1601 7523 B.C./ 'EE" Lne M. 5'0' G= 23°S0' 27a L= 22886' T= //6.// 6/ 4,53/ 'Lir/e /e= 5000' 4 = _9'52'33" L = 86/85' T= 43/, 99' /e5 50 0 /es 950 II I II I 62 EP /rnf. 36'L/ agsZ262{67.49 'W/V" Line Rz 4964' 4= 3°07'd/" L = 27/.0/' T= /3551' PLAN / .30'-0 N 262 No_1/430.07AZ' - X83/ 263,04./0 PDC "A/0 " Line 24G19 ' d : 4048 l3" L -2O/.33' T= /00,72' Notes.' /f/O 8f 60.49 BC 7- -16, 75'L/ ,BsZ 263# /837 PCCEO 263 2 3 \\ �/- l�" \ i5f' Pit 92 /C - 4964' t ca i 41 II les 4953.25 264 266 Bi Line R= P500° 6 LE 63'02,.09 EC = NO .94.05:49 Eris/ing s/rao/ute s% 'n'n /t ® //d/ca/es /ocQfion ✓erfica/ thrower • DESIGN By �Y Ch. rkcd O 2.44 e44.0 LOAD FACTOR DESIGN LIVE LOADING: H520-44 AND ALTERNATIVE AND PERMIT DESIGN LOAD DETAILS 6 8'dwe// 4.80 72, am- '/e, LAYOUT IS, «T.,- QUANTITIES t3l ft -el 4,, 4, .5,„,,,J, 9-» LWL.46194., OS DL:B SPEC IFICAT IONS nvli 1L Check,. T / 224-404.eat... V4-1 tec ts42& Plan:: und. Sp..: OA/ Compared � ORIGINAL SCALE IN INCHES FOR REDUCED PLANS State of CALIFORNIA STRUCTURES - DESIGN 2 DEPARTMENT OF TRANSPORTATION rp- JE T-ENGI R ♦a REGISTERED CIVIL ENGIE R2. © 2 cu 042/0 wo /3465/ BRIDGE NO. 5-252L POST MILE IROUTE 92 /101 SEPARATION LEFT BRIDGE 265 266 267 it/ 266 'Ji.4rnyxrd bl,arinI rnrller ral IS WTI d:II.' --► GENERAL PLAN 4 GENERAL PLAN 4 REVISION DATES (PRELIMINARY STAGE ONLY) S SHEET or 4 q3 DIST. COUNTY ROUTE POST MILES —TOTAL PROJECT $No T°n' 04 .541 .94/0/ 77/2/772,2 //9 /43 499 -tat,/ 17/dge eynoe--I /5--d", 1-‘;\3/4;A/„&71 e 4 Measured /5'D �� %:79e a/on9 Cos/ /r2 • P/ace ,res/ressed Concrete /25"-O"' _ /40"-O" Cast -/I-Place ,res/ressed Concreie 3soans C /40"0" a 420'-0� 90'-O ' 2&8O -O" = /601-0" 55'0" to' .—e M ' ge '1 /5"O" , _r_, I-Anye 3e85" -o" =255- 0" ti I 11 �ert38L ,benl391e I -it Ben/ 39L k Seal 40 II &'J/ 41/ Lent 4 Max,N2gAWQ ✓./er E/e _ 0a5' 6e/7/ 4/A Beat 42L /3e27/42,E' Be �3L Seri 43R Ben/ 44L Ben/4'4R • Abed 45L Bent ¢5 R itevg HIEF, OFFICE OF STRUCTURES DESIGN REGISTERED CIVIL ENGINEER NU DATE APPROVED Gctober. 2/, /95/ Abu, 46R c--.L74fam E/evafion = -30.0 267 268 C/ass 70-c Pi/es For 7'» e/cv, //ons, see 'Index to F/ens ".Shce% N 8,L 2660- 24.45 EC End ge3 L 23' Z./ 43 267,-0000 45Z 'lime :5000 ) II 1' L. , 26 9 II. sit , --1- 267 267 , 268 210 27/ ELEVA T/ON /'> 312 -,0 272 273 • 274 27S O H S/fn E k Sec '15/ Fcxndat/on Data' /i "5/atr/ rTae OF Fill r + 7 --Tap of F// jam►--� Nir�ge s,+ 269 C) 270 27 Bs " /the 27Z /e 9500 o 273 I 'SE"Lii/e - ,es 9,x.0' e Hinge ,C 95713 R= /2 400' I �- - Approach Sob (AC, Povemen/) ES 5/a 271e/a00 / E/er /5.70 z�s 1 IT ,A --t f1/r7g6 Aft r 1; 276 276 REP EB 5ta 2744 75.00 To ,4 /wdTd —> E"/evl2.08 -Approach Slab (A.c.Pavernen/) /12AtNE 27#/7..55 EC Begin EP Ce/rve 2‘ 70- / 7 56 Sc: /2'/)/ SE267t/728/°Oi✓ C9,63' ye/ 83 268* 26, 962VA PCC EP Curve "SE 267099. 69 EC = 47'k/ 83 268* DD. 00 AOC PLAN / 30"J" NE -Line R=7 956n6/' /3 4s 0 5I9 r L- /6478' T= 5239, 9500' 4s 37°//"/2„ L= £/6.5.-78' Ts 3/9587 ' 5.9 'if/ 4 273t/4 .S2 Ed EP C4'rve L„Line /P 50670 AC 9°52'331' Ls 8G/, S3' Tx .13/991 „ SE ''Li»e ifs 9550' a = /2°4 A38 "0 3 L s 00. // ' r= /50.09' w I"EP NCurve I= 9378' = .0°39'/2" z- /09,22' �._ -rop of Fi// Toe of F/7/ EP" Curve ,Q= /2.400' At 2°/6'07'' L 490.98' Nate 0 Location for pain/74q bridge number and name, submitted mitt by ed b • CNE 1. !. o b NUMBER By DESIGN 51-81 LOAD FACTOR DESIGN LIVE LOADING: HSZD-44 AND ALTERNATIVE AND PERMIT DESIGN LOAD v Reran-, mended I; d 14 lia `: SUPT os 01 e -ER qc r.tN Nu�•ecn DETAILS QUANTITIES YG.ehd // 460 HYK , . • 4 S 9-6/ LAYOUT S PEC IFICAT IONS x ece #C4 a °0//88 14L4% State of ._' .. f-8/ CALIFORNIA DEPARTMENT OF TRANSPORTATION Plan:: and sr" ej CnmilJ(r(1 ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 I a STRUCTURES - DESIGN 2 PROJECT ENGINEER REGISTERED CIVIL ENGINEER NO cu 2/0 WO/%46, / BRIDGE NO. 35_052L. ROUTE 92 /101 SEPARATION LEFT BRIDGE POST MILE ,e// GENERAL PLAN 5 Disregard prints hearing earl air revision dates f REVISION DATES I PRELIMINARY STAGE ONLY) SHEET OF LA3 D1ST. COUNTY ROUTE POST MILES —TOTAL PROJECT No Awn o4 S M 92,/o/ 7// 9/7/2.91 I/. ? /44 499 CLASS 70C PILES LOCATION SPEC/F/ED TIP ELEVS. PROBABLE TIP ELEVS. BENTS 5L 8 6L - 65 -70 BENTS 7L THRU /9L -65 -73 BENTS 20L THRU 23L -70 -75 BENT 24L -75 -so BENTS 25L , 26L 8 30L THRU 37L -30 -35 BENTS 27L THRU 29L 8 38L - -85 -90 BENTS 39L Ti -/RU 44L -90 -95 ABUT 45L -95 -/00 SHEET NO. 1 GENERAL PLAN 1 2 GENERAL PLAN 2 3 GENERAL PLAN 3 4 GENERAL PLAN 4 5 GENERAL PLAN 5 6 INDEX TO PLANS 7 CAMBER DIAGRAM 8 PROFILE GRADE 9 DECK CONTOURS 1 10 DECK CONTOURS 2 11 DECK CONTOURS 3 12 DECK CONTOURS 4 13 FOUNDATION PLAN 1 14 FOUNDATION PLAN 2 15 FOUNDATION PLAN 3 16 FOUNDATION PLAN 4 17 FOUNDATION PLAN 5 18 ABUTMENT 45L 19 BENTS 5L AND 6L 20 BENT 7L 21 BENT 10L 22 FOOTING PLAN BENTS 5L, 6L, 7L AND 23 BENTS BL, 9L AND 11L 24 COLUMNS AND FOOTINGS AT BENTS 8L, 25 BENTS 12L THRU 18L DETAILS 1 26 BENTS 12L THRU 18L DETAILS 2 27 BENTS 12L THRU 18L DETAILS 3 28 BENT 19L DETAILS 29 BENTS 20L AND 21L DETAILS 30 COLUMNS AND FOOTINGS AT BENTS 20L AND 21L 31 RENTS 22L THRU 29L DETAILS 32 BENT 30L 33 BENT 31L 34 BENT 32L 35 BENT 33L 36 BENT 34L 37 FOOTING PLAN — BENT 30L THRU BENT 34L 38 BENTS 35L THRU 44L DETAILS 1 39 BENTS 35L THRU 44L DETAILS 2 40 TYPICAL SECTION I 41 TYPICAL SECTION II 42 TYPICAL SECTION III 43 TOP SLAB DETAILS AT SPAN 9L GORE 44 GIRDER LAYOUT SPANS 4L THRU 10L 45 GIRDER LAYOUT SPANS 11L THRU 18L 46 GIRDER LAYOUT SPANS 19L AND 20L /NDE/ TO PLANS TITLE 104, 9L AND 11L SHEET NO. 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 erticlayut DESIGN ENGINEER DATE APPROVED TITLE 820o REGISTERED CIVIL ENGINEER NUMBt G�fob r2l, /93/ GIRDER LAYOUT SPANS 21L THRU 29L GIRDER LAYOUT SPANS 30L THRU 33L GIRDER LAYOUT SPANS 34L -37L AND 41L -44L GIRDER LAYOUT SPANS 38L THRU 40L TOP GIRDER REINFORCEMENT — BENTS 5L AND 6L TOP GIRDER REINFORCEMENT — BENTS 7L, 8L AND 9L TOP GIRDER REINFORCEMENT — BENTS 10L AND 11L TOP GIRDER REINFORCEMENT — BENTS 12L THRU 18L TOP GIRDER REINFORCEMENT — BENTS 19L THRU 21L TOP GIRDER REINFORCEMENT — BENTS 22L THRU 29L TOP GIRDER REINFORCEMENT — BENTS 30L THRU 34L TOP AND BOTTOM GIRDER REINF. — SPANS 34L -37L TOP AND BOTTOM GIRDER REINF. — SPANS 41L -44L BOTTOM GIRDER REINFORCEMENT — SPANS 4L THRU 6L BOTTOM GIRDER REINFORCEMENT — SPANS 7L AND 8L BOTTOM GIRDER REINFORCEMENT — SPANS 9L AND 10L • BOTTOM GIRDER REINFORCEMENT — SPANS 11L THRU 18L BOTTOM GIRDER REINFORCEMENT — SPANS 21L THRU 291. HINGE DETAILS — SPAN 4L HINGE DETAILS NEAR BENT 11L BOX GIRDER 24" HINGE — ELASTOMERIC PRESTRESSED BOX GIRDER 24" HINGE — ELASTOMERIC HINGE RESTRAINER LAYOUT 1 HINGE RESTRAINER LAYOUT 2 HINGE RESTRAINER COMPLETED CONSTRUCTION — TYPE Cl RESTRAINER UNIT — TYPE 2 JOINT SEAL ASSEMBLY DRAINAGE LAYOUT 1 DRAINAGE LAYOUT 11 DRAINAGE DETAILS 1 DRAINAGE DETAILS 11 DRAINAGE DETAILS 111 DECK DRAIN — TYPE D1 (MODIFIED) SIGN FOUNDATION DETAILS CRASH CUSHION DETAILS 1 CRASH CUSHION DETAILS II CONCRETE BARRIER TERMINAL SECTIONS TEMPORARY RAILING PLACEMENT RAILING REPLACEMENT DETAILS CONCRETE BARRIER TYPE 27 (MODIFIED) APPROACH SLAB (AC PAVEMENT) PRESTRESSED CONCRETE PILE SPLICE DETAIL LOG OF TEST BORINGS 1 OF 5 LOG OF TEST BORINGS 2 OF 5 LOG OF TEST BORINGS 3 OF 5 LOG OF TEST BORINGS 4 OF 5 LOG OF TEST BORINGS 5 OF S STANDARD PLANS DATED JANUARY, 1981 A62 —B EXCAVATION AND BACKFILL (BRIDGE SURCHARGE AND WALL) A62 —C EXCAVATION AND BACKFILL (BRIDGE) 801,3,5, BRIDGE DETAILS B2-8 PILE DETAILS — CLASS 70C B2-9 LOAD TEST ANCHOR PILEDETAILS B6-21 JOINT SEALS B7-1 BOX GIRDER DETAILS B8-5 CAST —IN —PLACE PRESTRESSED GIRDER DETAILS B11-30 TEMPORARY RAILING (TYPE K) B, DESIGN Checked DETAILS Checked T N QUANTITIES By te,le; , 6!. i! r'» Checked ORIGINAL SCALE IN INCHES FOR REDUCED PLANS State of CALIFORNIA DEPARTMENT OF TRANSPORTATION ) 2 STRUCTURES - DESIGN BRIDGE NO, 35-252L POST MILE \\_ 01/4,‘N -S. C\\,520 R //. 8 PROJECT ENGINEER REGISTERED CIVIL ENGINEER NO. Cu 042/0 Wo /3465/ ROUTE 92/101 SEPARATION -LEFT BRIDGE Disregard prints hearing earlier revision date.: --► INDEX TO PLANS REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF 6 O3 10c -w 1.T(r . CAP " 19-o file Line \ww C L{ t1 i V C @ Q V G 2 cQ N N N d Prof//� Lirr� N O kb no cantor ` 0 ��. ` 1 Ca/776 r L/n� DIET. COUNTY. ROUTE PROJECT man POST MILES  TOTAL 04 &I1 92,/O r//.9��r/2.9//9 /45 499 `fir A . g ���� DESIGN ENGINEER REGISTERED CIVIL ENGINEER NUMBER GATE APPROVED October 2l . /9812,--D ,? 98/ etch L/Te it ee,nyhar' U v ��k may. e, g ��I �� ij�� Is ` 4 rV v d P1. h ��' N itl fi 1` y�� ���� ;ry ". C; 5 3 'a Ns - I c") Cambay Line - Camber Lin� i - /7e, C9itiaar cti d1 ti Line --- Pf'/t Line 4 %J k -J Camber Line --- CAMBER DIAGRAM Lbas , wt /nc/udd a//ongnc2 to fg1sgivorfr Batt/dment fie.) sca/a of c 4u Structural Concra tz , ,f -idy e Structural Concrdre , Bridy� Fcotiny Sea/ Coarse Concrete CONCRETE STRENGTH AND TYPE L IM/ TS /7o camber ( Bt. 39L fat. 49L /7v Sc4 /d - Mgtcl Line (44 blotch tch Line 3tructrra/ CO/IC/-174a , X-froly z (35Ct7/,,s/ e z5c*ys) Strr/ctara/ Cowwcra to ,13ridya. C. oo p,s/ S 2a o'ay,f) L/ DESIGN TAP Checked h DETAILS By K, Okne a/a,/ Checked QUANTITIES DS D129 B -R/ C ecked y / 4! ORIGINAL SCALE IN INCHES FOR REDUCED PLANS State of CALIFORNIA DEPARTMENT OF TRANSPORTATION 0 1 STRUCTURES - DESIGN c ti szo PROJECT ENGINEER REGISTERED Q ENGINEER NO. Cu 019/C 3 WO /3,1&'S/ BRIDGE NO 35-2'52/. ROUTE 92/101 SEPARATION LEFT BRIDGE POST MILE 2 Wes 2 -.regard prints hearing ear Iier revision CAMBER DIAGRAM REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF Vi IN41RA1,7 _.� DIST. COUNTY ROUTE POST MILES —TOTAL PROJECT /461499 TOT'S 04 SAl 92, /0/ T//9/772.9, // 9 -D.12 % BV(' 233#00 f/ev 26,20' I 232 I I /50' VC ,e/C:0. 24% I 3 4 400' VC /e/C- 004% ItO, 24°/a PCvC 234#5o E/ed, 26,29 5 .BVC 26 #81,6" 29.93 260 I I 6 I 7 f 0,39% 2 3 4 5 EVC 2367-10 0 Peg 2753" 9 I I 240 / I 2 4 7 5 9 270 / t 3 -046 I I 4 I 5 /000/ ve 79 i ,aer- sf4 I I 6 7 EVC 271t ley/5,93 I No Sea/e I + I 9 250 1 I ,Bye 253t00 E/« 33.22 I i 2 3 BVC 275'00 r/ev /g59 2 3 4 5 6 I DATE APPROVED 400' VC R/C f -0,2/70 I 4 600 0.39 % ever sfa A 7 I • I (H. a. C 8zoo DESIGN ENGINEER REGISTERED CIVIL ENGINEER NUMBER October a, /98/ EVC 257,00 E/ev, 53.06 I 6 7 EVC 2d/ 74.00 E/er6.57 oo4 1 9 2&0 / 2 I. I 260 / By DESIGN Checked DETAILS 6-80 Checked R ^ $$. QUANTITIES )p;9 3,. 9- y, Checked ORIGINAL SCALE IN INCHES FOR REDUCED PLANS State of CALIFORNIA STRUCTURES - DESIGN DEPARTMENT OF TRANSPORTATION --R ' - 0-- •- ',- 1 2 1 3 C PROJECT ENGINEER REGISTERED CIVIL ENGINEER NO Cu 012/0 WO /3465/ BRIDGE MO 352.52L ROUTE 92/101 SEPARATION LEFT BRIDGE POST MILE //. Disregard prints hearing earlier revision dates --••• PROFILE GRADE REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF 8 q D1ST. COUNTY ROUTE POST MILES -TOTAL PROJECT TOTAL 04 5,42 9' /0/ 7//.9/7729/1,9 /47 499 Nofe: a: /dices/es eve,/ 100/ con/ours X: /0' in/er veils e ee,o/ 4/ s/a/io', 234r2S /0 2,31,-,30 Con/ours do not »'c/ude camber, Scale , / 201-0' • Or & . o ', DESIGN ENGINEER DATE APPROVED REGISTERED CIVIL ENG'iNEER NUMB October 212, /981 /Y14/eh Lihe 240,40 DESIGN DETAILS QUANTITIES 0; 012'9 H Checke4 G-� 9-1/ 932cetraaki ORIGINAL SCALE IN INCHES FOR REDUCED PLANS State of CALIFORNIA DEPARTMENT OF TRANSPORTATION 1 z 1 STRUCTURES - DESIGN 2 PROJECT ENGINEER cu 042,0 wO /3445/ C 11/ 52_0 BRIDGE NO 3,5-252L ROUTE 92/101 SEPARATION LEFT BRIDGE POST MILE ,e/le Disregard prints bearing earlier revision dates —� DECK CONTOURS REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF 13 DIST. COUNTY ROUTE POST MILES —TOTAL PROJECT Mom No TOTAL 499 04 s 2,41 S /0/ 77/9/772.9,11.51 /48 �41afch G✓�e 2460,20 B. 110. DESIGN ENGINEER DATE AwROVED B .00 REGISTERED CtViL ENGINEER NUMBER Gc toter 2(. /98/ /l9afch L7r&2 2.52#/S Notes o //id/cafes even /OO/ Con/ow s X /4dico%s /D' /%I712/vo/s Contours do not i'c/ade comber" S ea/e /"s 201-0# Naieh Lime 257 f 70 Checked DESIGN DETAILS QUANTITIES GF�B By X. 1-00 ..)d-r..r • 9 1/ c 2 : (3 -rE State of CALIFORNIA DEPARTMENT OF TRANSPORTATION STRUCTURES - DESIGN 2 PROJECT ENGINEER C 11,520 BRIDGE NO 95-252-L ROUTE 92/101 SEPARATION LEFT BRIDGE POST MILE ,e//.0 DECK CONTOURS 2 DS 01'7 ORIGINAL SCALE IN INCHES j 1 FOR REDUCED PLANS 0 I 3 cu 042/& W 0 /341"/ Disregard prints bearing earlier revision dat.AM —i REVISION DATES (PRELIMINARY STAGE ONLY( SHEET 0 112 to 93 DIST. COUNTY SM ROUTE POST PILES -TOTAL PROJECT T/1,9/772911/9 Gnat No. TOTAL IO WT* 04 92. /O/ /49 499 Mafth //'ie 2571'70 Cr-e; 00 ;1.-- 'TIC X • Notes o = /l dica/es even - Loo/ cog/ours x = /0 ' mle va/s Cori/oars so /2071 inc'/u k camber Sca/e ; /"--r- 20 '-0 " q\A 6 , t ' pG.an DESIGN ENGINEER DATE APPROVED g 2.00 REG.STEREC CVIL ENG:NEER NUMBER October S&, /98/ DESIGN DETAILS QUANTITIES GFoB 6 -so 9-1/ 58/ State of CALIFORNIA DEPARTMENT OF TRANSPORTATION o. C129 ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 1 I 2 1 3 STRUCTURES - DESIGN 2 PROJECT C A ENGINEER 4�W�) cu 042/0 wO /3465/ c \\,5 ➢ 0 BRIDGE NO. 3$2S2Z ROUTE 92 /101 SEPARATION LEFT BRIDGE QPOST MILE DECK CONTOURS 3 Disregard prints bearing earlier revision dates —1 REVISION DATES (PRELIMINARY STAGE ONLY) SHEET t1 OF a3 " Ma/ch Lime,. 269, 690 -- 4 t *5% 0 PLAN l "= 20=0" #2% "<"91/2,1 S/iou/der I 2i 1 1 1 1 4 1 1 1 -4 Zoo -2% Trq 'e/ed Way 1 Lef/ Shou/der II 250 4 1 1 4 2'0 No% = //ldic44s eve'? - hoof con/ours X /n d/ co/es /0' /n/ern4/s Co,yfours Gb not include cofither SUPERELEI/AT/ON DIAGRAM No  ` c '/e 1 1 20 1 276 4 t DESIGN Checked DETAILS GFJB G-80 QUANTITIES By x c, d, d 7-7/ C eked ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 State of CALIFORNIA DEPARTMENT OF TRANSPORTATION i I I T I T 1 2 3 STRUCTURES - DESIGN 2 PROJECT ENGINEER ���� cu 042/0 w0/3465/ C ft 5 z o BRIDGE NO 35- 252L POST MILE DIST. COUNTY 04 5M ROUTE POST MILES  TOTAL PROJECT TOT,: 2, /O/ T1//,T/��,G /1. /50 9 499 q1,r,. (9m.A fiZot DESIG DATE APPROVED NGINEER REGISTERED C/V'IL ENGINEER NUMBER October 2to /98/ ROUTE 92/101 SEPARATION LEFT BRIDGE DECK CONTOURS 4 Disregard prints bearing earlier revision dates --1 REVISION DATES (PRELIMINARY STAGE ONLY) SHEET l=�� 12 S OF 13 NEW To ALP Moon/ DAY 0 • *21 Ex/sr. 8,eioGe 35-2521 PCC N8r5701"6 253 c \p L'Bs'235/30.065C 0 R=4964' [El -2.7.5 v N -2.75 .. r 37;0" 23.5 IDI R= 49 716 4 • ! R= 5000' X35 a /'''e= 9500 ' 254 255 C 23 . 235#08.5 Dirf * E/erore fop hinge a toe curb BM ,4NG PT 3 (d4-/- /) Found lead and Tuck on Cxis; iihy .5r-' 9e No B3" 250*/O 5/1v. 29. /0 in 5 srdewe// . 55-27 3D 'Lef/ • - 236 NI 0 •\ PCC Box N WITH d9ETAL (id R: /500 E I d-1010" -2.75 /8 PCP y /B"RCP FL= -re Temp. On- ,pomp 235#98.5 (fCCi Tiinber) Exid Bridge 35.252 R i PCC) No —0 .. • e p37 3810" O ti 237- ti ' - 0— ,. 236 #88.5 A/ /8"CMP FL: -0.7 AZ -2317 238 R:/.8611' DD � ��o2 B!0" MBGR I ` 237* 78.5 Al °06 239 2384-70.0 O kt tiZ . V A 36'6" /2.0" 240 4.7.5 2397'15.0 Diri over AC ° 0 39 4 AC 240 Exist Etc 92 We DIST. COUNTY ROUTE POST MILES —TOTAL PROJECT lig ti•0'"L 499 04 SM 92, /0/ 7W.9/772,9, //9 /5/ (11, 6 . C9 :iftem DESIGN ENOINEEII OM &P.R..a c'�G fober ,2(, /98 % Pro N41" Lrne • 24/ 24' 4C 24" CRP FL= -0.8 MNFL=-0.4 2' Gonto6'rs for a/inerne/7f fees and data dee 'A/,hc nenf L ayoa/ "and ';4/»7emerrf LayoLif Data "sheets 0.00 the/lea/es Bo/tom of foofin9 e/evo/ion. Y CL fence under sir I Perking Ares Under s/r. 0 S • —•0 P3 L " Zinc 'I" PCC a/r ,----ander sir Dir'> To rnyrvA,co PR -35252 - /4 82.oc Rt0IStENEG CIVIL ENOINEER NUY S (469 -. PRELIMINARY INVESTIGATION SECTION SCALE /"=30' ALIGNMENT TIES OS D145 DATUM 41St Adf /997 . Sock PHOTOGRAMMETRY AS OF: 5-/0-7/ SURVEYED FIELD CHKD By IC- 79 DRAWN TRACED CHECKED By 485 I3y 415 By ROR /8-79 /2-79 /2-79 DESIGN DETAILS QUANTITIES -R h 13y A. Icon, jo ray Checked .J - ec ck i Checked .,,,�, ttMw3Nt.n Cibackil l .1J1✓LIIitC.TG'i/ A.y. Lee - A. y. Lee. ORIGINAL SCALE IN INCHES FOR REDUCED PLANS State of CALIFORNIA DEPARTMENT OF TRANSPORTATION ' 1 I 3 DIVISION OF STRUCTURES DESIGN SECTION BRIDGE NO. 35ESEL ROUTE 92/101 SEPARATION— LEFT BRIDGE PROJECT ^4-y 4-1 •I ENGINEER 1.." WMa� JV.s�, C �i,$?.0 cu 012/0 wo /34G 5/ POST MILE Rite Disregard prints bearing earlier revision dates --�I► FOUNDATION PLAN I REV ION DATES (PRELIMINARY STAGE ONLY) it ( SHEET OF t3 l 0 DIET. COUNTY ROUTE POST MILES —TOTAL PROJECT NO TOTAL 01 SO 92,/0/ Tit 9/r'2.9 /79 /5249 lcl 4 N 77°.541 07"E VI24/ 2: 5, 000 241 Ta Halt 4/c an tab/ 53 11 Line at �F= 45'0' ru 83 L Line 21/#5.5.0 24 peC �u "p irt curb 42 242 74i -#4,4/VG P7 ,3 (N- /) Elev. 29./01 F©and Lead and Thc, in S. sidewalk an ex/s/ing Bridge Nei 15-87 30'Lef/ #47.;# 250#/0 WI' Inc 24 2 (Ac) N© 0 02 /V Dirf tf0.0 X24 Exits, Ric 92 WB R=9,500'(1 2f 3 — Line 2:300' i 2=300 ' Z. O NC.` OirLi 244 R= 600 244 /P=/2o' 1h'2 S/ N 6 No fe : . 21 comfo urs for a/inement ties and do/a see '.4/ineir et f L ayouf "and sAlinement Layout Oat "sheets 0.0 /ndieo/es do//ar!/ of ffy c/e/e/'n AC c a E/ec Box /4 N `!d /0 559 O0'00",c- s 246 N rN i N A/84 "22'33n 6 246*42.0 21 249 247 Z 7 46 '�7 L cod 7es/ 19/4. • rI► /o-- /8 241;44.0 �Zo 22 Exist. Br. 352522 (POC) 248'15 -24\ 16f a 30-0 24 6r0" f3 , 0 lidaYlAg. 0(115" EIIOIMECR R(OISTEREO CIVI SATS A►SR�Y October ;2�. /96/ C" R./0,000 B2 'o (ER MUMS 2 N 79'30255 C� To Hoywar'd CC C3 2 0 250 4 N !/i4' <2 N8 X 211.1.5 E 250 PR -35252 - /8 PRELIMINARY INVESTIGATION SECTION SCALE / ALIGNMENT TIES OS D145 DATUM ro ' /967 75. -gook PHOTOGRAMMETRY AS OF: 8- /0- 7/ FSc SURVEYED FIELD CHKD DRAWN By 463 fly /2-79 /2- 79 /2-79 DESIGN t cheL kid I - /PDA' /2 7/ TRACED CHECKED By: 455 RoR DETAILS SfB QUANTITIES t3 /1 eked � )a )d -PC* U 9-1/ ORIGINAL SCALE IN INCHES FOR REDUCED PLANS State o CALIFORNIA DEPARTMENT OF TRANSPORTATION I 2 3 DIVISION OF STRUCTURES DESIGN SECTION PROJECT f`} 5 4.0 ENGINEER Y�- rrv"t .� LtC/ cu 012/0 WO /.365/ BRIDGE NO 35-252 ROUTE 92/101 SEPARATION- LEFT BRIDGE 0 POST MILE Disregard prints bearing earlier revision dates FOUNDATION PLAN 2 REVISION DATES (PRELIMINARY STAGE ONLY) r � • 41 i SHEET i4a 93 It