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HWY 92 and HWY 101 Separeation of Right Bridge
DIST. COUNTY ROUTE POST MILES -TOTAL PROJECT N. nun 04 SM 92, /el 77/9/7/2,3.//.9 379 'egg 90, o MAtch L'n¢ co Match Zinc 4 0 aj co Cr) &tXNVX Al F3ent 272 /YR ,etZ/7t r-Preiik% Line no camhar • PrUfii i L/r7¢ ti cfN K ts ti \\\ \\\\-\\\\\\ \\\\ \\\\\ ra fat59,e rl1 57922 et ¢O,2 et -f72 CONCRETE STRENGTH AND TYPE L /M/ TS r,>o JC4/a N - k QQI z Camber L/ie t Camber Lime h r''fi/¢ L//7Z 7-/70 Cao77bar A 0 4 cot 4 N. .r, cia 0 0 c - /70 CQmbar FEL etzlf Abrat 44 N 73.1 4. d CAMBER DIAGRAM Poes not //ic%ade Q//oivrfr/ot r r t a! T'Z Hark LJ'e,a7/zinan t /70 1Scak2 Structura/ Coo: r¢tO , 5r/dya 57nic'tura/ Concrete , ,9r/ayIz foot'nq 57ructurn/Car/unrn, A,':: 9¢ C3500p,/ -it 2e days! Sfnic'rQP i concrete, P..�ridy¢ (So ps/ qt 7B 419360 Se4/ Course Ca7Crele N 1. t Us Cornier L/:ne IT cIN DESIGN ENGINEER DATE APPROVED co Mgff7 Li/7Z REGISTERED CIVIL ENGINEER HUMMER Oc/o,6er P6, ISe/ c S fl d MA"`c'h Ufl2 DESIGN 2s /&eaaW 7/ ao Checked 'R\ti..ON DETAILS K Giro Checked QUANTITIES DS 0129 BY 444 f /i, Sa-teLer 9-// Chet ked Las s Fong /'a ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 State of CALIFORNIA DEPARTMENT OF TRANSPORTATION 1 STRUCTURES - DESIGN t\\ C 11,5 i ci PROJECT ENGINEER REGISTERED CIVIL ENGINEER NO 1 j cu 042/0 3 Iwo /31C0 57 35 NO 55021 ROUTE 92/101 SEPARATION RIGHT BRIDGE POST MILE 2//.5 1 CAMBER DIAGRAM Disregard prints bearing earlier revision dates --f REVISION DATES (PRELIMINARY STAGE ONLY) SHEET 9 OF 13 16141 )J 1.TC - -4F DIST. COUNTY ROUTE POST MILES —TOTAL PROJECT No 3301 TOT•L 499 04 LW 92,/0/ 77/9/772.9 //.9 M3 /4000 WS 'IL/ie 133L Line Nw \Si " Line \\\ \\ 4'?) /2= /0, 060 //B4 '22 ;3.3 250 Q'L N 79°30 25 "E Ne '2/ .9,3 "E (AC) O Vr x Us /B FRCP F 1 1 02 Ira \ n 0 BM '4NG PT 3 (11/-/) E/cv. 29 /D' 2 4 (n 251 Tc- kty sir 1.93 Are Ciae 2' contours *Els/ are lop hinste toe curb 0.0 /ndicates bottom of fly e/eg for a/thernent //es and data see 25142 0 ?Beni 2.5R ler 9001 k II 256 #540 t Bent 27R ut 25 AC tried/Rn "Bs. Line AC Gore 2571-50.0 CtBent r. DESIGN ENGINEER 25 Cl/T6C REGWEREEICIVILENEINEERNMOBER >‘TN 2581-45.0 Beal 29R 258 4 PR 35252 /6 2 pie- 35 252- /H PRELIMINARY INVESTIGATION SECTION SCALE IC JO DATUM S gook PHOTOGRAMMETRY AS OF: 8-10- / DRAWN By 465 By BY R.OR By DESIGN SURVEYED TRACED /21-79 ALIGNMENT TIES Ar S 0115 FIELD CHKD B, Roic /0-79 CHECKED DETAILS QUANTITIES By Dong By AES 5-1/ Checked Checked Lai Totnq 9-8/ ORIGINAL SCALE IN INCHES FOR REDUCED PLANS State of CALIFORNIA DEPARTMENT OF TRANSPORTATION DIVISION OF STRUCTURES DESIGN SECTION BRIDGE NO. 35-252 R ROUTE 92/101 SEPARATION - RIGHT BRIDGE PROJECT ENGINEER -r ik cu onto 2 3 WO 41465/ POST MILE Disregard prints bearing earlier revision dates FOUNDATION PLAN 1 REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF // 0 Lime Line „E2„ L /ne 25 4 FCC 5/ 6 ti63.0924/ AC Pgr' "9 25 - e' 496x1' 259 5 259+40.0 it Beni 30R 259 2 • 4/ 7.S'/B'28'`E -2 0 0 260 R=5000' 240 lL 60 ,/Bs Line 2 2601350 Ben/ 3/R SE " Line o ° 9 Arc • 19 /tai oh /ter a 40 0 -- R= 9,500' -2.0 1 N‘70 996HE we" Line BM 11X -32/-/E' E/ev, 6.20 Ed- s/d c#c brass o sc s/am,ocd kr-32/-/e 0 Fe L/irc 252/ "Bi " 277#/5 4 4 2G/ (rl GI K 261 15er v ci n oitio 4 DI 1E1 262,‘ /5 26/i30.0 I Ben/ 312 2L2 #Ben/ 322 /IC Sh/d Nafc.' 2'confaws 262 2.91/0,-1/ 2611.46.4e 242 -- ,0 / \\ It - Z62" -85 0 £ Ben, 342 4 2 4 For a/inemen/ ties E dafa see 'Q/inemen/ Lowe/liana/ 4/inemen/ Layozd Do/a "sheds In dice/es 6a//am of fig. e/ev. 4 2 n U Ulu 4 P 30'6 c.- P ®ox 4 30 q0 '3 W - n pp Ql N n 0 _2 -L- i) CG�u ° 4 55- .d9e ( Pc o / o 2 2 W �C��� - q, (Nil GO/75T/'UGI/O/� W)(6" 1 � y\ <! en (6�'gve/ v en O • ;� 266 OO 2L5 Siange 266150 O c''' h a \ .30'_ 4" 2,4#75.0 ba -29- / -2.0 2=4,40 2 D3 p0/ 0 r Z V VI 1 ••••••• Q 1 ti^ —F t. Si -S. La., 0 lT C - ° ° pcc 6v/'b AC Parkin; S 1' 5 2 : 7 !3 4 266 PRELIMINARY INVESTIGATION SECTION SCALE DATUM MSL ,40,5" /PCT PHOTOGRAMMETRY AS OF: 8-/Q - 7/ SURVEYED By DRAWN TRACED Y 465 /2-79 By 4E5 /-80 DESIGN DETAILS Y / JlSh0& ,—ft/ , r 3 c i 3/ Checked re_ 7,- Checked ALIGNMENT TIES 05 0145 75 Book FIELD CHKD R'OR /0.79 CHECKED QUANTITIES By ✓/ £ r )-e- Checked La 1 Foh9 g-8) ORIGINAL SCALE IN INCHES FOR REDUCED PLANS State o CALIFORNIA DEPARTMENT OF TRANSPORTATION DIVISION OF STRUCTURES DESIGN SECTION PROJECT �\ ENGINEER CU 04E2/0 BRIDGE NO. I ROUTE 92/101 SEPARATION- RIGHT BRIDGE 35-M2 R 266 te- 9:5a 264 • DIST. COUNTY ROUTE POST MILES —TOTAL PROJECT nan 011les ENGINEER fibiip Safe 26 38 clo" kLq ks AC 26 -6 POST MILE Disregard prints bearing earlier revision dates -ira FOUNDATION PLAN 2 REVISION DATES (PRELIMINARY STAGE ONLY) SHEET S OF DIST. COUNTY ROUTE ►OST MILES —TOTAL ►ROJECT ■G TOTAL 04 I SM 92,/0/ T//. 9/T/2.9, //. 9 332 499 R + 26 8 '\\n `�— � O ti 268480.0 co -4 -70'+ ro Ha/f Moon pay + -70' BM "X-,32/- R E/cr G.20 Fd- silo/ Ch'C brass disc stamped X -32/-,Q ,D Fe Line 951R/ "BJ M 2770 /5 WS E/cv, -42 Dec 72 -6 4 _70, 4 2 +6.Z ti a 4 6 27. 4 + 0.5' O' OI 273'-30.0 t/ 274 0 G 4. \ 6\ 4/ (o II 0 0 4/47/'incr9 Lagoon ptesenf/y be/ng fi%/cd oafs/de ry h/ of 4/4y, No/c: + Dcno/cs spot' c/c✓, 2' con/ours for a/Me/nen/ //es and da/a see 'A/inemen/ Layout' "Crud 'A//nernenf Layout' Data "sheets J o.00 1 /ndicafes 6effom of t'4 e/cvfion 0 PRELIMINARY INVESTIGATION SECTION SCALE /" 30' DATUM MSL '&J. /967 PHOTOGRAMMETRY AS OF: B -/Q- 7/ SURVEYED By DRAWN TRACED ALIGNMENT TIES TS. Doo,4 S D145 FIELD CHKD By RAC. /0-79 j13y By CHECKED By ABS MJ-S /2-79 /-110 DESIGN "-K Checked / Log /-80 DETAILS QUANTITIES By /1 San/.0 By 5-8/ Checked Checked 8.81 Lai Fong 9-81 ORIGINAL SCALE IN INCHES FOR REDUCED PLANS State of CALIFORNIA DEPARTMENT OF TRANSPORTATION 1 1 DIVISION OF STRUCTURES DESIGN SECTION N\ 1\)S1...) PROJECT ENGINEER v,^n Cu 042/0 wo /341667 BRIDGE NO. 9.5-252 RI POST MILE 0 0 0 0 0 N PCCoo/in roloosed /rang foiven ---- DESIEN ENGINEER DATE AMOCO 0 __-- 276 4 B3" Line U REGISTERED CIVIL EN INEER NUM DER Oc/oier 26, / 98 4 o 2. C e 0 "5 " Line 0 TO /-/A Yw.42 0 G 20 277 o /0 - /2 - /6 /6 - /4 /2 /0 X -32/-R PR- 352,2- /J ROUTE 92/101 SEPARATION -RIGHT BRIDGE Disregard prints bearing earlier revision dates — a FOUNDATION PLAN 3 REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF S4hu 7'83" " Line -, R t '500 N U A Edge of Deck --R= 95/6.50cb _J A MR: r 2' e" 71-3" Ii1-3" —fm 6'-0" #59 C le be iw gircie.rS See "Approach Sob - (AC Pavemen/) shee/—� tnc CCi/e 5 vE.rll"Ca! piled 4 /ncVcctfGS hGfierrcl pi/e, r:3 20'•01 t vp { � . .4A, I 1 L►� 0 0 1 3" c s - • • O —48 *of 7 _fit 61- e12 _ 61-o" 491 e18rn0x 2Ctch eine of czhu# '4 e18 5L.crioN A•4 Edge of Deck re. 95o9. 75' 11/1 x 25'• 0 '' 0 WrNC VYALL E L-fL /AT/OA/ 14" tot. 2 inside, lace. $ at 7 con7' #4 I !et cc3 4g era Qui5/ace fucel 21.0" 4FIC 0 rel Abut rein' See "Concre/e Barrier Type 27 (Mad Pied) "sheet 45'2 €/5 S&,GT/ON a -i3 „ t I • on `J DESIGN DETAILS QUANTITIES OS O!^_B HYA/" -a7 Checke�-y, /��,, (J Q �—�dF/) Ij U -�J Girder- rein( '2 Abut GV,fi9wa// rein DIET. COUNTY ROUTE POST MILES —TOTAL PROJECT SHIrTNo. SHINTote ! 04 5 92,'IQ1 T//.94/2..9, it 9 333 499 )l'1. L ' '',qtr -N.4 DESIGN ENGINEER DATE APPROVED )7, _1: 5 Edge of Deck is � g/5 CORNER DETAIL State of Check ISTRUCTURES-DESIGN 2 � - e/ CALIFORNIA Checked La l Fong q -81 DEPARTMENT OF ORIGINAL SCALE IN INCHES FOR REDUCED PLANS TRANSPORTAT ION �T�v ' C \`,szo PROJECT ENGINEER REGISTERED CIVIL ENGINEER NO 3 I Cu 04 2/0 2 0 wo /34651 -/'o" BRIDGE NO 35-252 POST MILE IROUTE 92/101 SEPARATION -RIGHT BRIDGE REGISTERED CIVIL ENGINEER NUMBER Ocfo.6Pr 26, /.98/ Disregard prints hearing earlier revision dates ABUTMENT 46R ABUTMENT 46R REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF -'3 i A/ -.q". Trace 7L Conrsrgvc rio/v /Deference line, ,oara//e/ 0 Column. 7 to /e/r/ edge o/' deck B3,.Linto COr/Struct/or7 Joint / TT ` ; 7 —7-7 / . / Edge of deck / % / // // / i / i J L J C J C L 3 /7 /7 r 1 '1 • /Uumhers a/ ends of bars ma/cafe distance in feel from reference /int. 8 3 Line ti Outside face ester/or girder C� soft/ t li / Column / /7 - r— — — / / /7 4-5 - d 5j�• /ntee-/Gv- co/urea /4 Cont, OrAGE 7t CoiSrAJC r/OA' Av. �' CO/umn / J / / / / / / / / __ -/ --- _ J L _J L. J / / Refehence line, patio/le/ to right edg ' of deck PLAN OF CAP — TOP RE/A/FORCEMENT/ 346 /'O,. 0 /ater/or (0/ e 9'C'o/umn -� 7-Th Le /Bent Edge of deck // Cont 2 2 a e --- ,t Rarerenee Line-Para//e/ to /ell edge of deck --� 6 111_ tot 4 C ea. end 0 2'0 " @ each end ? Co/umn -- Soffit Typ. eoB 9C4'4 Typ• S l/ / i COOSS,%uct Jo/o71-- PLAN OF CAP ,BOTTOM RE/A/FORCEMENT Coniftr/7c//on Jain t Leve/ Like Typ. n C B sC io @ 24 La7 IfrL LW 3:0 Typ, 3//6 "= / =0" /nTer/ar Co/umn co „ 5�d6 6 IL 11/2mari ELEVATION 54'x3 140/01 0 /L - LW Li 346 "=/<o 9 Sent Outside face erfer/or girder 0 soft/t. /Reference /the; ,oa/'a//e/ to right edge of deck 0 Bent cap a, 21-9" 21-9" -+-- @6 DIST. COUNTY ROUTE POST NILES—TOTAL PROJECT] Ti/. 9/T/29,// 9 Mr 334149 sum 04 S/Lf 29, ID/ cht, /3. 0' 82 -co DESIGN ENGINEER DATE APPROVED 3 Typ, L/mit of 414, See P/o/? of (a,o - Top ,Pe/nforcement" REGISTERED CIVIL ENGINEER NUMBER Qc71o1 er 2G /381 Bo O3 5•/i) and DislriPution and transverse deck reihf "// To; 4 0 Column *45 06 .43 de '1 gingti 9 0.5.r - L.5 -1 ----Oulside face exterior girder soffit line "`L Stirrup spacing /./ I, I -s • fir.. • N .. • • e A (re/a-1_7v r #�o I --1- Stirrups #6 -tot 6 \N1; Omit upper *5 LJ bars 1 )(Clearance to main cap reinf, TYPICAL SECT/ON 77 -/RU CAP /=o" �--- fP Bent cap -Typ • ai_k « • N N I • 1 • • • 2'0" #5. tot 6, typ. Column rei?i ' Note. For detai/s not noted see "&,o/ca/ Section ttru dap" *eSECT/OH 77 —/RU CAP W / TH DROPPED DECK /=o'I 'itUse as rep/red to provide adegua/e cover for hooks on coo/cairn reinf, P/oce main column tars to dear girder stem ducts and p/ace hooks in an outword/y di'rect/on as shown 06/rater 4 Co/umn Aft le 6"rder / HOOKS 0i/PLAN COG UMN RE/NF i1/0 S c4C E 13 DESIGN S ta,,..� Checks C�C� DETAILS Checked f ilk Checked La' Fong S-81 QUANTITIES OS O Li /4 ORIGINAL SCALE IN INCHES FOR REDUCED PLANS State of CALIFORNIA DEPARTMENT OF TRANSPORTATION r STRUCTURES - DESIGN IZV. PROJECT ENGINEER REGISTERED CIVIL ENGINEER NO 1 1 CU 042/0 2 3 LW() /,9465/ BRIDGE NO 35-2521 POST MILE R//.B ROUTE 92/101 SEPARATION- RIGHT BRIDGE Disregard prints hearing earlier revi.i,ion dates --1 BENT 22R REVISION DATES (PRELIMINARY STAGE ONLY) SHEET 4 OF Z No /, eeo/ace° exist/try /We dowels &mayed duriay ft9. NN torn/ Ori// a/tdyrcut '`6' x 5 "l''/rr 7ff A /'aiho% for ea !Pm/ damgyed F- r Remove exist /ng footing r- Ld EXist- piles) to remain in p/ace (see ncte tj PILE LAYOUT -LEFT FOOTING Exist- pi/es to remain Notes: Remove existing / 9'xl2xS"6"footing (—/N /—`• I+ ti) 1/41 40 /—\ + I • J .- 1=6" 4spaces @4'6"= /8O" 05 0129 Denotes existing ft9 t' pile Denotes existing pile /denotes ex/sling battered pile Denotes piles battered /0:1 Denotes new Class 7OC concrete pi/es 1'6 0 Fin//shed grade L,d LEI Li ELEVAT ION - BENT 2ZR 74° -/ton Fig, = ¢'Column #9 x /4=0", per side, rot. re '%4 [ bundled, tot 46 Top mat % #B tot 28 Z#B, tot 3/ • \ - t)-- +) / • —1-'1- •-+-• I—' / \ \ — t \I i +-r • I / -\ • t t +-- r + I ., c Denotes bundled bars /16, 1 spaces @ 4=6" : /8'O" 9'0" 9'-O" 21,tO" PILE LAYOUT -CENTER AND RIGHT FOOTING (Load Tes/ Righ/ {oo//nq err/y) Lal L.d #1/, tot 3/ 28, OH 2 ¢' Ftg. _ 5 Column 1 set /—\ . A^ t t j IC) • t +) • I 4- I I rar t) "r FOOTING REINFORCEMENT FOOTING PLAN y '`= e -o" 4 Varies i/ UD gptrra/ @ 6, s 4 pitch. Top 6' of column "`4 le 3'both f✓Qys Hook. ground top / bottom rnq ts. ftg, = t Bent #11 tot. ell tot, 28l Bottom mat 4/5(37)Spira /s 5entX #9 x /4'0" 9 per side, tot /8 • INST. COUNTY ROUTE POST MILES —TOTAL PROJECT Nom Re TOTAL • ATS 04 SM 29.10/ T//.9/r/x9,1/.9 335499 9Y1 e2lie,a_ DESIGN ENGINEER DATE APPROVED / a2oo REGISTERED CIVIL ENGINEER NUMBER October ,%,/98/ OColumn #14 SECTION A -A 3/8"r /J -o., l4 [ bundled, tot 16 #8 loth/ 8 - 'Bent7 dt.5C2Spirals @ 3» "pitch 5"Clr, .t Column 2"min c/r, SECTION 5-3 3/8"' /=o" Co/umn SECT/OJf:.M:-.. C -C Bottom portion of column (varies in height) Run off on bar as shown 3/g"./c0 4j/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 mode in direction shown. 5. Lap bar equal in size to spiral bor. A <75% pen min . 45° Direction of weld 5" lap bar [DESIGN 93 2S Checked Cc- 9/kI DETAILS Checked QUANTITIES 9y it/ )4,1 9-» Checked 1.• 6/� l 'o ORIGINAL SCALE IN INCHES FOR REDUCED PLANS State of CALIFORNIA STRUCTURES - DESIGN DEPARTMENT OF TRANSPORTATION I ". 1 1 2 r 1 �IJ-h C \v, St S PROJECT ENGINEER CU 04e/0 WO /3465/ REGISTERED CIVIL ENGINEER NO BRIDGE NO 35-252R POST MILE RI/8 ROUTE 92/101 SEPARATION RIGHT BRIDGE COLUMNS 8 FOOTINGS BENT 22 R Disregard prints bl aring; earlier rn•v;siun dates ---i NE VISION DATES (PRELIMINARY STAGE ONLY) I SHEET I5 OF 13 I 0 ma f Co/um n "B3"Line Ora/dare Pte, Drava z' fa✓4 I n„ n„ r_ I L /7 "C/ — /7 —v ._.—_ — /6'- O" /6'-O" 1� t II 1 . I -J ' AT II I I --J I I 1----- ----J 1 II I I V 1 1 11 1I j 11 • 1---------_ L------ --J 1 / / — 1-------- r-- I II I I I _ I I ----- `-1 II 11 r----.�---� I 1 I 1I I r I I ------ A I II i — —1 I I I I i/ote All bars #i4 unless otherwise noted bent 23/e shown, Bents 24R-922 similar C, 2=0" #5 C @ 9 2,o„ each end #6[[1] PLA N tot. 4 each end y4 ,feinf Symmetrical I5 about it column 1-71 Stirru spacing 6' /04' Level //ne Solid 6f/2 /2.Co" LU] -n ('-/072„ 6r 0„ t I[ ]IGIZmel Hitch Point /6'- 6" Parabolic 0.1 ELEVATION TYP/CA L C COLUMN ,v4' s /'-D ?Bent #7/ot 6 -#ll tot 4 E/3ent j,o„ 3,O„ Limit of 510 and distribution reinf " Type SECTION A -A #7tot6 �- #61 f- f :Clearance to main cap re/nf, s • GIST. COUNTY ROUTE. POST MILES —TOTAL PROJECT 69 T//9�T/29, //.9 3361499 f flan 04 SM 29.10/ 'rn. &. ®', is DESIGN ENGINEER DATE APPROVED REGISTERED CIVIL ENGINEER NUMBER DESIGN By iG• edrisivm e/t Checked) ? A DETAILS .?/1/ Checked/Flu_ .S him ,ter t r� QUANTITIES DS 0129 / checked Lai Wonq 9-81 ORIGINAL SCALE IN INCHES FOR REDUCED PLANS State of CALIFORNIA DEPARTMENT OF TRANSPORTATION STRUCTURES - DESIGN BRIDGE NO. 35-258R ROUTE 92 /101 SEPARATION - RIGHT BRIDGE Cl\Js2.0 PROJECT ENGINEER REGISTERED CIVIL ENGINEER NO CU 042/0 WO /3465/ POST MILE R//.e Disregard prints hearing earlier revision dole - BENTS 23R THRU32R- DETAILS 1 REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF tG t3 I2 MST. COUNTY ROUT[ POST MILES -TOTAL PROJECT 1. .n • TAM sini.; 04 VW 9 e,/D/ 7/19/77.2.9./49 3 3 7 49.9 .9,22'c;/i pep Oda, to?' 30 , -- - Vitt' Ls ',IL, tot 00 65-407/ E4R 130R :6A;29/43/A7 B / s! pe g'/ Qn-yria' � �..� 'flu . #' y N Try" co/wild -- 4.9 -.w , rnjrh &radc C. co 9 i ,r r OD Spiro/ K4- #4"giten top of footing EL EVAT/ON - BENTS 24R,25RR 26R 29R 30R83/R SECT/ON A - A w , '5CD Sfink '14 Co/umr9 SECT/ON C -C 3/o=/ON SECT/ON B -B eS- SECT/ON F -F 3,45c/cod Run off on bar as shown • 4W 9 ato ean71 �-f- ✓oria.,,r se5C Dom'&" teKYGeo' of co/urizn 5N lap bar fig M 't - per P'd27 tS ,1 fii C1/ 7596 pen min Direction of weld SPIRAL SPLICE DETAILS WELDED OPTION ,.tot&oe2,*fitS 2*271R,25 I3FR /0pi ii// around -- as m' ---- view - L L-�= • top of faa/li; • __ELF— AT/0w-PENTS 23&27R 28R832R 41"-/"--7" 11f5GDSp'rra/s SECT/ON D -D 3/51/. /-0„ Notes I. Butt weld to be made first. 2. Butt weld to be in flat or horizontal position. 3. Lap bor centered on splice. 4. Flare weld to be mode in direction shown. 5. Lap bar equal in size to spiral bar. ,L /o%4/ /2 "ei/r g ant - •5 GD cIro/s SECT/ON E -E s • o,gernc_ DESIGN ENGINEER DATE APPROVED 82oa REGISTERED CIVIL ENGINEER NUMBER Or/n6er WS COs ,ira/ e "pit t Co/i run, 381' /to" Os D1:9 e DESIGN lea gencomW z/4/ Check ,, .S6thr/rne-1 DETAILS % O,F//!o a/s/ Checke r� AleiriCketsap Checked QUANTITIES Ely/tidy., 9- s/ Lai vows- s- Q-$ ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 State o f CALIFORNIA DEPARTMENT OF TRANSPORTATION I I 1 STRUCTURES - DESIGN c t‘, Sz.o PROJECT ENGINEER REGISTERED CIVIL ENGINEER NO. 1 I CU 04'2/0 3 1 wo I34&5! BRIDGE NO, --F-g>52,e ROUTE 92/101 SEPARATION -RIGHT BRIDGE POST MILE k/lg BENTS 23R THRU 32R- DEITAILS 2 Disregard prints bearing earlier revision dates --i REVISION DATES (PRELIMINARY STAGE ONLY) r SHEET OF Ilia . 1 i 7 ' 3 1041.6.0 i.TD - OSP DIST. COUNTY ROUTE POST MILES -TOTAL PROJECT TornRe. 04 Sy', 92, 10! T//,9/772.9, //.9 338499 14 - Top mot 14 tot. l6 on; tot lO , - 1 r l+ -1 10. 1 t t Column. t < 12 each side, ;;, tot 24 I.\ I• 'I / �. 1M, O h I r, - ,9 cei /,6,• g, -O" 41-o,/ • _„ 9'-6" 9'-6" /9=0" 4//,toLL,/O # / / to/. /6 \ /-9" /YP) 2- *5 I El i total 24 PLAN Column ,`einf. k) a Top f #9, tot, IS 0Column -- mat # 9, tot• /7 ��`�� Ff9 .¢&ent Footing #11, tot. 2° Botlam mot *11, to t. 31 v \ A 1^ ' +} ,, L •t o1 (`� r^ v `9 t I — — i. 1 4'6" 11-6" i'C 4fr/' fl -tot 3' #9 -tot 31 /0'- 6" /0'-6" 2/ - O,/ r PL. A A/ Cal reint #9 -tot /7 #4 TO 36, both ways hook around top F bottom mat - 4" CI #9•tof.34 JP"-- • . r 4 � 0 *-1) 4 36 .hook around top4`bottorn7 /I'Gts EL E NATION 20=*// I'll tot. .3/ FOOTING @ BENT ?3R, 3ORz 32 R No Scott Load Tes/ Pi% 30- *9 EL EVAT/OAI FOOTING 0 BENT 241' 9 No Scale ! Z p eo/umn r platy #1/, tot. /9 2 Top mat *It tot i j 2'-O" tyI #5 r ( • J I+ 1H' t t � i+� •_ a • 0 5 spaces 3'& 6N 4 spaces @ 41-6:1= /611-0" • /=6 /0=6" 2F-0" PLAN 21.0" typ, ? Bottom mat # 9, rot /6 Top ma f L#// Tot /5 'f Co/Umn r ¢� Footing P'I rip ('j . e litl t.._ DESIGN ENGINEER r"I; STEREO CIVIL. ENGINEER NUMBER OAIE APPROVED 770Ler -P6, /98/ ■ 1 'Cr I �� Cl �_ "� a \ O ` 1 t I 1 I j t —t i -1 1 \ 1* I+I (/+, ( 'I - I 1 I'6" -D " 9'- 6" 410" 4,0„ 4t0" r0/3ent= ¢' Ftg. #/l tot Z9) /16 #9, tot 32J mat Bottom /9'-0" PLAN Co/Lunn reinf--- /6- #9-Th .#4±@ 36 each way, hook around top and bat tom mats Column rein( .- 'Column #5 r F - 1, //each side, tot, 22 -� ? Bent: Fig. #1/, tot 35) 0typ, #//, tot /5 4 "CI Typ, -1 r A A M • a L5 -J Ld I L,d Ld 32- * 9 % #//, tot. 29) • ELEVATION FOOTING 0 BENT 25R 3/ f all tot 14 4"C/ Typ. #/l, tot /9 T- • e-, e - r 1 r-1 r 0 a # ¢� @ 36, hock Ail tot 28 around top (bottom mats ELEVATION VIEW A -A #14 tot 35 0// tot �8 j Bottom mat FOOTING SENT 26R No Scale DESIGN a FArawav Llfl Checpy e/Z Uhl /r7-!641) DETAILS QUANTITIES OS 0109 6yr./e,) %1 , r. p/8/ 94/ Chet ed / Pe -.e ? tAhFiri/EL^Q Checked La 1 Fan 9 9-81 DEPARTMENT OF TRANSPORTATION 1 State of CALIFORNIA ORIGINAL SCALE IN INCHES FOR REDUCED PLANS A r I I ' STRUCTURES - DESIGN iz ` V[Agt �r C 11, S Lt) PROJECT ENGINEER REGISTERED CIV L ENGINEER NO CU 04210 WO /34(0'5/ BRIDGE NO 35-252 i?I ROUTE 92/101 SEPARATION —RIGHT BRIDGE POST MILE No Scale s /e//58 BENTS 23R-26R8.30R-32R FTG DETAILS 2kiegard prints hearing earlier revision dates —iv I REVISION DATES (PRELIMINARY STAGE ONLY) SHE FT r I8 73 DIST. COUNTY ROUTE POST MILES —TOTAL PROJECT N T O4 SM 92/U/T//9fT/2,9,/49 339499 Top f#11, tot 23 — -� rnat (*II, tot 2/) �- ?Column= 1 1 4-1 131 k t \ fr V9 I+1 +\ / t t/ —t-414 1+1 t + t 1 ' t +.) _ tit 1 1 O , 0 Bente Ftg. N 5 spaces 4=6' = 22'-C /2'9" —1 /2'9° 25'- 6" Mow 23- // #/l, tot 2/ -7 # 4 n @ PL A N fe—#Column #11, tot. 422 #5; tot 307Top Mat /0, tot, 30 1 0 Column= t Ftg. 1 ¢J / 5"fyp ' #6[- [1 #l, tot 46 J Bottom mat dolumn rein£, 4 c, I�— ty ;13/4 4 • -, both ways, hook around top and bottom mats' l r? i Cu C_J 46-# ELEVATION FOOTING & BEA/T 27R No scale %; tot 4Z t: /^ t+� I t/ —\ t +1 t+) i +j +; .. i+) t N.+, t.) • ( /' G ,5 spaces @ 4'-G" ,r 22'- 6" /2/- / 2 '- 9" 25= 6" /' 8" typ. PLA N Co /urn n rein #6r [1-/3tech side, total Z6 #8 -tot, 30 * IT @ 36 hook around top and bottom mats tCo/umn 5'- '1 Top (#8- tot, 24 mat l #//• tot, /6 #/1, tot, 372 Bottom ' -- #l4, tot 30f mat Typ' 4 "0/. I run #//, tot 37 re o 1 . • —4 .-11-..... ELEVATION 30- #14 FOOTING 0 8 Eit/T 28R No Scale 2'0' Typ. #5F r (n.6. c9';a,I.a... DESIGN ENGINEER DATE APPROVED column it fly, REGISTERED CIVIL ENGINEER NUMBER or 710 An- 26, /98/ 4 +1 { \ t , /t\ +/ h ?Bent: F'9. /=6 4 spaces 4'-G" = /8'-0" #// - tot 3/ /3ottom /-6_/l - tot 24 ) mat /0'- 6' /0'-6" 21'- 0" PLAN Column reinf 24- #8 #/l- tot /6 • f4 -#//-/ ¢'Column #41 @ 36 hook around top and bottom mat EL EVAT /ON 21-0- typ, #5 1, 9 each sick total /B, re/ Typ, # // -tot: 3/ FOOTING C? ,BEANT 29R No Scale • DESIGN 4S-4/rr ee t/sue Checked S (t/l1�w2t ,e c O DETA ILS QUANTITIES os o!:s 4!) ,Q..j. Checked Ty k it/rc-/E-IL1i 9-1/ Checked Lai i Fong 9-81 ORIGINAL SCALE IN INCHES FOR REDUCED PLANS DEPARTMENT OF TRANSPORTATION 1 1 1 3 State of CALIFORNIA STRUCTURES - DESIGN \( 11,sto PROJECT ENGINEER REGISTERED CIVIL ENGINEER NO, CU 042/0 WO /3165/ BRIDGE NO 35-- 25?, ROUTE 92/101 SEPARATION POST MILE R //.8 - RIGHT BRIDGE BENTS 27R THRU 29R FOOTING DETAILS Disregard prints bea 1nLr earlier recision date REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF r �3 37' - I, • 5 27 I- I I Con+. T.* - 7— fi ( I I i i .1I i Lwo L — -- — — —J L— __1 L- - --�-L i t3 r -m I I — _J L-- — J L- 10 I0 to tf1 Cor—*t-i+ N ``'—TAT 11 I L-_ _- I B3 Line 31'- c$I, 1 =I I 7 --^--1 i==----- --_-- - -I •` Cc)Iurnn -` Span r I I I N —1 1 Iv) L °i 1 l L___Lit,, i t Column a -NE Line, Top Cop Reinforcement 130++orn Cap Reinfc=rcern + @0) *GM] +c,1-. 4 311- G" l PLAN- BENT 32NE 411- 3m Colt.arnr-) I' - 3 3 -4 -- 1 -' r— — I I Top Cap Re.inforcemerl-i- t Ccl u rn ►-� /'�; # I I Cont- . 38'- 10'1 -•--� ct[. Spa eent 37 R kSent 38R --(L.. Col umn 'fit I Cont. I I I I I I I I _1 L------ - L— — I et — I I J 13o+torn Cap Reirift) rce,rnen+ P L A N - BENT 37R & 38R / 14 4 - t' -ON t ColL.lrnn I 1 I I I I I I 1 1 1 1 bent 32 LIE S. 4, 1 @,12 13@c t3er-i t 37 R C58 R @ 12 41- 3 R 4-3" 12 rrox 12@e I3@15 @ 24 @t2maxl -70 8 4.5@ 10_1_ @ 24• -t_ ,V14:14. 14 @ G 12@ 8 8@G L6ft@►2m xl ELEVATION I/4."= 11- oN 41-3" `h@12maxi @G....Le 12 Io@G 13en ir t5en4 r r L -.a p S pate i Inc) excefJt-cgs rioted • bent G" Limit- of Trone,verse deck re,inf: and die ribution reinf 5 5-Io/ *S@G 3"+gyp. DIST. COUNTY ROUTE POST MILES —TOTAL PROJECT ,y `CTRL 04— SM o2, tot T//.9/T/z9 /!9 34-01499 r DESIGN ENGINEER REGISTERED CIVIL ENGINEER NUMBER DATE APPROVED 4 cl. +o Top Ca I Reirnf. rot 4.8 +o+. 4 *5 +et. 4 a-.— • • -a Or -lobar 26,,98/ 33/8" cI, f 0 loot+orn Cap R2irlf. Urn upper. * 4 I CAP SECTION t/2r= ice 1�1o+e ben+ 32 1...1E Shown, Berl+gb 33R +kr'LJ 38 R girn\ lar, N4ote All reinforcerna n+ *11 Lanles.vc., no-I-ecf of-Iner v4 ted • t.1umbe;ra a+ eridt o batr , inclica+e; cfit+ante in f'ee+ from eL Cotiamn for Top Reinf'cor-Cemen♦ and from c. Spots for 13o+fom R.eir-vfcoroernen+. ;p ors trid ica+et bLaric Ied bcxr$. DESIGN DETAILS QUANTITIES 0S 0109 RYJL- 'i aY ,e4/.) A.._. Checked Checked /5mair n1.. Checked Wo 149 9-8) ORIGINAL SCALE IN INCHES FOR REDUCED PLANS State of CALIFORNIA DEPARTMENT OF TRANSPORTATION I PROJECT ENGINEER REGISTERED CIVIL ENGINEER NO 4, STRUCTURES - DESIGN CU O. 2 1O wo 134-G51 BRIDGE NO • 35-2528 ROUTE 92/101 SEPARATION RIGHT BRIDGE POST MILE 8.11.8 BENTS 32NE, 37 R & 38R DETAILS Disregard prints bearing earlier revision dates —i REVISION DATES (PRELIMINARY STAGE ONLY) SHEET ao 173 ,sF <4, 63 Line aSt B3 Line I 5e n t 35R Sent 36)R _est e3 Line r w p I _J --� Co1urnr1 12 14. 14 11 Corn I I __J L_______ Top Cap Rei nforcerrnen+ 34'- 8" I II I I —J L —J 1_— I Rair-nf. et rnrnt+ricct1 'osor" about• t Colurnrm 1 j J L____ r --� r -' i — Perot torn Cap PL A N - BENT 33R ti �I -I J------1 J t. -- j I j 144.11= '—A" I 1 --1 L Column ' 1t -� r Rei rnforce men+ J I Co -1+. 2`1 21 2t 1 \ 1 I DIST. COUNTY ROUTE POST MILES —TOTAL PROJECT N. ';or' I TOTAL U 4 S M `,2, lot /..94T/29,//9 T/ 341 1''1/Tf/f 9.9 'It.g. [9'r AJL4.. DESIGN ENGINEER DATE APPROVED air- 8" • CoS / L -t --J / / Reference Line 111 1 Con+, I L — a �!— / I 30L- 4" 291-6"ti *5 '4 µ- - tAl- 1 4 r----- 7 C 1 1 — / / t Colurnrl tl I1 Top Cap Rei nforce rnenf I I I L-4 29 - I" 2.4'- 7" Reference Line tr — J L x_13 I I / / —J L — R.eirnf: tyrnmefrical about Reference Line I i /l I -- — f /De Io 10. II PLAN -BENT 34R • I 1 Cont. / / I __J L — /R ! I'- cm 4 S pot r--) 01111----10 to i /r / / ' I ' C0ILA nnn t I I Cont. L_ I0) I0) 1I C3o+tom Cap Reinforcement 29' - I„ 24'-7" fr.,Rei nf. eyrnrnetrical about Refe-renca Line / Column e Span I / 7 L — I I J L IG \ 1 I I I / / 11 Cord-. re- -I 1 J '/ I 13 1 I I I I' / / / / / / —7 / I I 1 I / / B7 -o0 REGISTERED CIVIL ENGINEER NUMBER Cc¢o6 °r 21ti/ /.98 / eL td_ Bent' 1Ben+ 21 of OII •G [H] +of 4 SpacII--nc3 excep+ o► s noted To p Cap Rei r-if'orcemGn+ t Col L.irnn 13ottorn PLAN - BENT 35R & 36R '-o" (PC.'Coturnn Cap R2in orcernen+ Column ear -c+ 33 R bent 34R Ben+ 35R Genf 36R / 1 @ t2 14% ma roc, 't2 15ra6 012 42-5 41- 5• /I 2@12 7 80 0 13a81I 13@i8 1+8(ar0 ,9VIQ13o 121 ''eI2 I I (3(4)8 5re l8 1 1 e12mot% I 12 mow 11/4 1[11 @24 c' 24 -;-40 12 I't12{)1 024 808 ,1 t 8(8 }4 I 5m12 4.1"0G 41.3 4' 3 2cQG S 12rr1ak, 1 c2 12 mqx. / 1 loe8 � s12m�I5ial0l I`12mqn4,I 13@I81 I#6[]' ELEVATION 2m►2 13x101 { ca 24 @24 241- 3/1 G." a 1'- o" @2.4. 4012 I-3Q101 tom 8 44 (� 12 HMG 12/z8 1.3@ 18 1Qtt15 LIotc. . Ad( reinf'orcerren+ *11 unletee noted other-vs/lee. Uumbere at ande of bare indicate djcb+ance in fee+ from., R.eCerenee Line or <tC Column for Top Rein-Porcc, met -n+ gr+cI f'rorn € Spam for Bo++om R2iinfo rCemen-i-. tndica♦es bur-Nolled bare. For 'sect ton thru caps see Cap Section on 116ent.5 32NC131 R E 38R Details" sheet. DESIGN DETAILS QUANTITIESJBY /✓/L/�, f DS 0129 BY �)�1,1`__ ye, s/g/ BY Chocked Aktruort " 471° 9-8/ Checked Checked ORIGI FOR REDUCED PLANS State of CALIFORNIA Lai Fo n g 9 -8/ DEPARTMENT OF TRANSPORTATION l 1 NAL SCALE IN INCHES O 2 STRUCTURES - DESIGN 35_'252 R t ROUTE 92/101 SEPARATION -RIGHT BRIDGE C. 't1,.$ PROJECT ENGINEER REGISTERED CIVIL ENGINEER NO Cu 011-210 WO 1311-G51 POST MILE 81 Le Disregard prints bearing earlier revision dates —i BENTS 33R THRU 36R DETAILS REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF • „29_Sti OD/ Ise DIST. COUNTY ROUTE POST MILES —TOTAL PROJECT SHAT 114. TOTAL SWIM; 04. SM c)2,1cI 7119/772,9, /19 34Z 499 O'- G'I (a bent 321J E 33 R .3 T R 4 2'8 R O" @ 5ent 34 R) 35 R.4 3G R r 4 x 141- O" +of. it *10 °0 +o t. 8 \4 5 Spiral @ 31/2 5 *7 to+. 15 , * 7 4o+, 15 U." c l . :5 • 4 @ 3'- o" bo+H L1.lgya; hoof around top and bo+torn mclf5. . Ben+'; • t i O -fot. 5 .0) +1:,+. 1 E L EVATION Top mat 4 7 to±. 15 0 r• a) 4 "n I' - o" C.olL rnr1 191 GO 1 T 0 F.Sottom rnc+ * 0) +cot, 15 A ( J t *10 +at. 15 3@ 3' - G" = l O'- Co" GL 0)" G. iv. p)u 11 FOOTING PLAN 0 N 0 _1 # x 14'-O" +o+. 11 101 -toll Column 13ar5 SECTION A -A �€H 5. II._ I_ OM x 14'- o" +ea+. II CL E en+ #5 Spiral @ 3 �2 *5 CC @G -top c' of Column. Y 1 n1. B. creana DESIGN ENGINEER REGISTERED CIVIL ENGINEER NUMBER DATE APPROVED 9200 Oc,10bPr 2/se/ 51- of �.. COlurnn 5'- Om *9 +0+. 3 O @ E5cn+ 32. JE, 33R)37R 4 58R @ bent 34-R,35R 4 3GR SECTION B -B # ( o `0 +04- 8 i_____ :if, __ ctd., Colt-mn 2'- 2" x 2 = 2" x 54; Key 13en+ Exp. J+. Filler TYPICAL KEY DETAIL 3/8" a Run off on bar as shown Notes 3' -ow 3'- 5upere+rucfure Soffif 9 3'. 3N S- 3R 0 19 COLUMN GEOMETRICS 0 a 4V/2" No Scale A <75% pen min 45° 511 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 onesplice. 4. Flare weld to be made in direction shown. 5. Lap bar equal in size to spiral bar. DESIGN DETAILS QUANTITIES OS 0129 RY At 9_ 3111 I `/s N, Checked 6 Si 9-e/ Checked Checked Lai "D N G- 't 1 ORIGINAL SCALE IN INCHES FOR REDUCED PLANS State of CALIFORNIA DEPARTMENT OF TRANSPORTATION 1 1 I 3 STRUCTURES - DESIGN BRIDGE NO. 35-252R ROUTE 92/101 SEPARATION -RIGHT BRIDGE C \\S to PROJECT ENGINEER REGISTERED CIVI CU 042.10 wo 134C051 ENGINEER NO. POST MILE RI 1.8 BENTS 32NE,33R-38R COLUMN & FOOTING DETA LS Disregard prints bearing earlier revision dates REVISION DATES (PRELIMINARY STAGE ONLY) I SHEET OF as -13 I6257-Sa) err Isc . 3 2 ' L _ _ L _ _ J 1 L _ _ ! I I _ i , I i 1 1 J I / L ��1 / 4 - - - - I ' 5 3 " L i n e c / G # 6 5 7 1 0 - + T - 1 ' . I G G ' - 3 5 4 3 5 ' - 0 i , o i . " 1 / 2 N / 4 4 1 . , / . - o " C o r 1 t - , / 6 N S y r n c r . h o u 9 i . p j E . t W C o / t x c e p t 0 5 n o i t c i - - �� I r - - - - - - - i ! F i - - C o l C 1 7 n 1 \ 1 / / 7 ' G " r / / 0 / 1 7 = 6 " / / / / , ! J r o r C A r � / R t I m g A 1 / r e . , r - ) f / , ' u r i I / e , 5 5 . 0 7 1 / n e r v y / i n n c a t e . c a ' . A / u m b e . r s � ' e a n c / s o f h o r s I n c f r ' c a t e . C i / S / c e n G e o 1 7 - c - n i C o / f o r T o p M e i n ( i c e E ! J e d w C o l i : o / " 6 0 f c a . r , A e i n f . C C / r , c l i c a t e s h u n c h / e c l b a r s 6 : 4 n f 5 / 7 ' 6 . ' d 1 * 1 1 r 2 3 ' - n i l �� q # 1 I , 1 3 5 ' - o l I 4 3 O T T O M C A I " . ' 1 E I N s o { f ; s i b e , n d o r c u l t c o / b a r s / w h e r e , n e . c e - s c a r y t o c / G a r t r ��r c . S f r e 1 5 5 r n q t e " n c / c n s . S l r r r 5 p c g 6 1 6 1 0 L ) ( c � p ` a s n o r a d 3 t r C o n c , 5 r F t 9 t 4 1 - 5 " 4 / 3 t l ' r [ i g e / L m O - L 3 1 1 6 ' 4 : 6 e 5 r I ' 7 ' A \ - - p l c c e e . 1 - 4 _ a s s h o w n , - F i r c a w u t y , f r o / / 4 4 - M o m - 1 2 - 1 f t 9 t a w a y 2 3 - # 9 t e a w a y S y r n a h O u : J b e t 1 v y C o / f i n i s h e d y c r a d � F - . - L E . V A T 7 - e 0 j e . c e � o w e , ! L e x v o u t Q u p p e d - 1 5 1 t y p - # 5 e / 2 4 1 - / 0 1 , . - r L l r n i f t r a r i s v c % c , c / c 0 ' d i s t r r f j b a r s . . . T y r - 4 : i f t 2 2 - t i " . . . . . * ' c g t o ? ' . 4 - 4 5 t o t . 6 r 6 5 f i e n s p . 2 $ , 7 . , - - ' 3 s c i r t o / r 1 C 1 r c ' 7 ' c o p r e i n f S L C T i Q N A " A i t s C D f l , t o p o f o f c o / # 9 x t 6 ` " o " t o t / 2 c . a e . n d > - W 5 O D 5 p r a / s z I " P i t c h d o t j e . n l S E C T t Q N f b " r 3 Y _ l 1 - 0 . , 2 G I " o " S C C T / Q N C - C " - / ' " Q " i , S t c % o w e ' , L a y o u f L o a d T C 5 / P i l e �� I ` E x p f f f r / l e e r _ ( + ) 1 ( v } I " i ( N I 1 1 I N I I I l " 6 ��_ 3 6 _ r l 9 1 9 _ 3 . 6 / 3 1 - 6 " F r G l c L a N R u n o f f o n b a r a s s h o w n " t - �% t k D / ' 6 " " 4 D E S I G N D E T A I L S Q U A N T I T I E S D S o ' S 9 B 3 1 3 i R A $ k 1 B y A ' : / S i : / 1 , v . e - s , e k e d C h e c k e d L a i c o n s 9 - Q O R I G I N A L S C A L E I N I N C H E S F O R R E D U C E D P L A N S S t a t e o f C A L I F O R N I A D E P A R T M E N T O F T R A N S P O R T A T I O N 1 1 2 3 S T R U C T U R E S - D E S I G N D A T E D I S T . C O U N T Y R O U T E P O S T M I L E S T O T A L P R O J E C T M g r N o . 1 1 : 1 7 . 1 " , i 0 4 1 5 M 9 Z , t o ; T / / . 9 / r / ��. 9 . / / . 9 3 4 3 4 4 9 ( 1 N �% 4 . . ( 9 ' : f - . D E S I G N E N G I N E E R y R E G I S T E R E D C I V I L E N G I N E E R N U M B E R A P P R O V E D � c / n e t o S . 2 4 / 3 8 / 4 1 / 2 " B 2 - o n A < 7 5 % p e n m i n 4 5 � 5 " l a p b a r D i r e c t i o n o f w e l d S P I R A L S P L I C E D E T A I L S W E L D E D O P T I O N N o t e s I . B u t t w e l d t o b e m a d e f i r s t . 2 . B u t t w e l d t o b e i n f l a t o r h o r i z o n t a l p o s i t i o n . 3 . L a p b a r c e n t e r e d o n s p l i c e . 4 . F l a r e w e l d t o b e m a d e i n d i r e c t i o n s h o w n . 5 . L a p b a r e q u a l i n s i z e t o s p i r a l b a r . # 1 1 t o t 3 2 S E C R O M D - o 7 ? " - / - O r K e y 2 ' " 6 " x 2 ` " 6 " , c / t i e , e r �� s t 2 - 2 - 4 - 1 . - . - t 4 f i l l L / ' r f 2 0 ( 9 h u n c l r e . c j b a r s ) 1 D O v i / L - - L A Y O U T 4 0 r r ��c l r l G a f ��S v i z o r r f i s c a l p i l e ' s B R I D G E M O 3 5 - 2 : : - , R O U T E 9 2 / 1 0 1 S E P A R A T I O N - R I G H T B R I D G E C . \ \ , S 2 c ) F J E C T E N G I N E E R R E G I S T E R E D C I V I L E N G I N E E R N O c u 0 4 z r : �� w o ; 3 4 6 5 1 P O S T M I L E i . 5 1 B E N T 3 9 R D i s r e g a r d p r i n t = b e a r i n g e a r l i e r r e v i . . i o n d a t e s - f R E V I S I O N D A T E S ( P R E L I M I N A R Y S T A G E O N L Y ) S H E E T O F 2 3 1 3 1 b 83 -Line fclye, of C.1e✓CA. --" . 1 y 2 30 3" .5'-01, 'fh-T- I -T I i i I L___1_1_ __I l_ _ I /7 1 1 l -1-1 r-- - -1 r- --- --- - ---1 ! i- I t I I I I I I- I I 1 T — N 1 1 .a T i 4- L__ _ _ L -, 1 I 1 - - -- -- 1 i `— - - - — --1 I r-- — T 17 rr I I I v<- I-1 -1 -- 4 IJ GC.)/1 r ',4 _/,,Q„ ty,'n Ci CJct' a e4t vv C o l exeep* as notecl 4\ r 1 i I A 1 _J I— _ L_ i_ J 1H I! _0_1_1_1 J Lt.., I • L ben / —I n I —1 b'�II,c22'-O" 4"11 35'-0" &Co/ Cor: t , 12 / /74• t0 /5 r5 rs 15 f !2 to /7'6' I0 /0 O TOP CAP .RE,/NF ,.l t'Jo C..: All re-Int" *11 crn/e.SS o/hc.rwrse. note.c/. IN/urn/Dears e.nc/t o f 6 ct rs in cl i c ct / e. cl.'s /once, rn AA./ cram IE. Co / for Top lZe.in,re t. te'e/w Co/ {nr 13oftorn Re.inc. CC fnclrcct1e.5 bundled bars 6 I.0" L E3 5tin- S?cg_ L "`'t.]:exceptroad noted 37‘r COrI c, for F trJ. O v- �6 \\,-31 _1 .4e-5" ttco /2 max n Fp A !6C G C e9 c5orrn_M CAI.' &C./NE C 3yrrt abou t ce.tw Cot -rolcCGe. 44.] ct5 Shover, ea way tot. 144 12- 9 e.Cr wcty 23-49 ca wCy 4'AT1CaN Elev. as 1 � - ciyeof soffi t 13e,rnc/ or cu, Gal bars where. r)e.cc5Sary c/erir Tres/re.ssin9 ten clans. Se.e (Dawel tooy°tit SECT!0N ` -W5 C Spiralo 6.) 4 "" pikkir f .3" tYr .. } *5 e-rz 4'-10„ .. Linnht lrctnsv a'eck a/15trib bars t'i Z -1-=f #5 t,ra{ ,4 4(5 tot. 6 16 s /i rru ps a Omi{ upper *5\ $ crtc; --3 ?., c rr ro main c.a(ba r e.rr)f A • A 14" : 11 -0" *B /o/`a/ 8 II .7' -O.i 5,-0" SECT Soh/ C•C art to? 32 „ FTG t°4 -A1\1 '4"t -r1-0" DESIGN DETAILS QUANTITIES OS 019D A'.�4..t. By S/ Checked ,'✓,icree 8-8/ Checked �„ 7YI ' 0-40 -8/ Checked Lai Sanai 9 -el ORIGINAL SCALE IN INCHES FOR REDUCED PLANS State of CALIFORNIA DEPARTMENT OF TRANSPORTATION O 1 3 STRUCTURES - DESIGN a 'v - Run off on bar as shown V INST. COUNTY ROUTE POST MILES -TOTAL PROJECT 1174117 Ant 0 4 5,41 $2.1.101 7/19/r/2. 911,9 34 499 DESIGN ENGINEER DATE APPROVED 4Ve 8200 REGISTERED CIVIL ENGINEER NUMBER Or/oL°'- 2€ /98/ R 75% pen min 45° 5" lap bar 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. Bent SECT/ON o-cP for covve! Layout see. "Gent 3D""s:>e.er' ) tricireccife.s ve.rt,cc4/ p,"/e.s BRIDGE NO. 35- zSz t ROUTE 92/101 SEPARATION —RIGHT BRIDGE PROJECT ENGINEER REGISTERED CIVIL ENGINEER NO Cu 04240 WO 134651 Disregard prints bearing earlier revision dates ---► BENT 40 R REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OP ii 73 1627 - YL &t 1Z i 0 5/1 -On t• • T- 1 -='E3 "Line edge. of Co et -J L 591-Oi/ 3 01 -0 •A -J 41/4 1 L_ _ — -- J r --- —� L.__ L. L. L,13enf -- --� 1-1-11- - 7 1,1" s 11. 0" '4 Conf — 5yrn ahau f tX tw Cot except as no`e,e1 / Cont R �y /2 to 12 12 CI 12 1 1/5 10 /5 to ► C U 1/5 8#II » 25"-O" 7- Or CAI° RG/N\1F aorrOM CAP' ISE/NF Note: All re/nf #11 unle3S otherwr 5e: no`1e-c[ Nur hers C enc/S of hors 11ncl/coit ch'sfance; In rle6f from . Co! for rap 122�'nf' w �' ibefw Cal for &offom Re:inf cc Indicates 'Dunce /exil hors 6 S 0139 e6, tot.5— d5 2\., e 5 1°>e:n d or owl Got heirs where ne.Ge.SSar y to C CeOr prtStre.ss ' /onc%n3 5 f/srr spc,9 4t, LUJ esceptas noted Sir Con c, 13r F /9. et, C —' 41--3 4,-3" m ax V D 4"clr. -firi----7 t, e6 e, Syrr, a/aou6 eerw Col 5kv. 2.5 L.• D C �1''lu ce., *4 03 shown rtot wcty , tot /¢47 1° -r. 12. eciway 23 49 ecc wcy �LEVA!ION DESIGN Byr - , cia d5c, _ e -el BY 2 LMT' " "' By A•'•'1 /Y.f 7-1/ Se.e. Do we./ Layout( DETAILS QUANTITIES Checked cked C7/'! c: Gee 6- l Checked La pang g gerV ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 49 x 16'•O" tat, 12 ea end t n'1 are -W5 OD Spirals ti'' 4"pitch State of CALIFORNIA S 9.0 T lON C -C DEPARTMENT OF TRANSPORTATION 0 1 3" typ 415 ere 4,-10,, Linn;f transv c/e.c.k 0 disfr/6 rborS .. • . I. . e -r$$r14 $$U _ 'lea :107/ 4 #5 tO t. 6 •►-'�6 sfirrup.5 1,---4 4 .11 - Om rf upper 5\ / SECTION A •Q -37/6" 01r to mu in Gap rein"' 14" P • CD" SECTION tS-8 10'•O" max 4r varies ,dent /n L/"•p" 6-6" ''// tof 32 55C 70W D- Va'=1-0' For f/g clt,fa;/s . seat, "13c -n/ 39" shet,f STRUCTURES - DESIGN 6, fop G' or col Run off on bar as shown DIST. t, e6 e, Syrr, a/aou6 eerw Col 5kv. 2.5 L.• D C �1''lu ce., *4 03 shown rtot wcty , tot /¢47 1° -r. 12. eciway 23 49 ecc wcy �LEVA!ION DESIGN Byr - , cia d5c, _ e -el BY 2 LMT' " "' By A•'•'1 /Y.f 7-1/ Se.e. Do we./ Layout( DETAILS QUANTITIES Checked cked C7/'! c: Gee 6- l Checked La pang g gerV ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 49 x 16'•O" tat, 12 ea end t n'1 are -W5 OD Spirals ti'' 4"pitch State of CALIFORNIA S 9.0 T lON C -C DEPARTMENT OF TRANSPORTATION 0 1 3" typ 415 ere 4,-10,, Linn;f transv c/e.c.k 0 disfr/6 rborS .. • . I. . e -r$$r14 $$U _ 'lea :107/ 4 #5 tO t. 6 •►-'�6 sfirrup.5 1,---4 4 .11 - Om rf upper 5\ / SECTION A •Q -37/6" 01r to mu in Gap rein"' 14" P • CD" SECTION tS-8 10'•O" max 4r varies ,dent /n L/"•p" 6-6" ''// tof 32 55C 70W D- Va'=1-0' For f/g clt,fa;/s . seat, "13c -n/ 39" shet,f STRUCTURES - DESIGN 6, fop G' or col Run off on bar as shown DIST. COUNTY ROUTE POST MILES —TOTAL PROJECT "In NO. *.MIT. 04 SM 9z, 10/ 7/19A/_.29,/I. 9 34-5 490 9Y1. B. 6 i.42.14t. p32.0a DESIGN ENGINEER REGISTERED CIVIL ENGINEER NUMBER DATE APPROVED DGfoAar 26,198 / 41/f A <75% pen min 450 5" lap bar Direction of weld SPIRAL SPLICE DETAILS Notes = WELDED OPTION I. Butt weld to be mode 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. w4/e» L/ne�/ r — 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 M the elevation shown. 1I 5 froetare don& Fta sea/ Course Canc --�' 0// / i STez/�: YULE EX CA 64P/D/v TYfr& 4 AND .SEAL dd 6'1e e eo/vc,egTa 4! BENT da cg' BRIDGE NO. 35.2522 ROUTE 92/101 SEPARATION- RIGHT BRIDGE C \1,Sta PROJECT ENGINEER REGISTERED CIVIL ENGINEER NO. CU 0 4 2 wo 15465? POST MILE .'211. 1 BENT 41R Disregard prints bearing earlier revision dates —Fr REVISION DATES (PRELIMINARY STAGE ONLY) SHEET 1 l as OF 13 L lea - an usA,iN 118 t I L _HI — J b _- — -- _J I L.. Edge✓ g I t 30'-7" I C I _J L-- I N f -FT — 17 -1- j ! I 1" , t /, ti _J I I t Jl__LIT_J \` \_ L ,-/ _1 I r — — ---1 F-- r I I I PL A N 2 3'- 2 Bents 4347,440/40,e 2°9'-67 Td ent 42 g Co! CO r; Syrr, Ot /30 u ;5c,tW Co! Cc ! /2 5 I— —I-1 /0 /0 12 to /0 2 /0 l0 10 15 15 TOY° CAP' Re,./.N/1l: /2 No/ e: All ren'nf */f an/e.SS ofhery ise, ncfe•e/. Nurnhears G gene/S of hcrr3 In di GCole• d/s'Ctnce in coed from ECG/ For Top g2inf' E oefw Cot for iboHorn .R01•nf• L, incl taafes hunclle.c) Mrs 0/6 [ e6,*c,t5--� e9 St1r'r Spc6 ?ICU except 's noted ,5 /r Cor,c., 0r Pfg c � 719 0312am t A ,t yA1+3 c 16Q Sym cz/ocuf c , ethos/ Co! —*3 tot// 09 *071. 12 ;;F1 -i— • • •- • a • '0a tot 23 + s(---4 t, to f. 2/ 4) fir. "4Le,31/„aX tLesVATtO tit 4 15 & S i! Y. 25.-0" 150TToM CAP 12 /NI both wags r -, See °owe,( "—Edge, of soffit Layout x /6'•0" tol. 12 ea end WS OD Spew/ pitch r&. /been/3 311 typ 415 E12 ¢,•/1" 4-6 Limit transv c/e.ak if distri13 bars Dent 42R Bents 43R -45g 4 " c lr fo rnola cap rein e • • • • • • -t • • es ss • • • .f ss • N M M N • • • s 48 for'. 4 *5 tot 6 #6.Sfirruts .54e.•CYION C .f --j 7N c/r to main Gap redinf Ornrt uppear *5\ / SE.0 T /oN A. -A C./e.nt 42/,e) II -!'•0" 115 C D 6 top G. of col /O' •CJ" rnox $ vac; GS f/ N � P • O" Z ii SF,CT1oN /J •C) / l'•CJ" 2 $e,e, Dowel Layoc.t' �\ exio JA fitter - P N-3,•6" t-91_3'-64 1 5'- FTC r t.- N (eeer/ts43te -450) if" -11-a" • DESIGN Y K chaOC% 6-a, B Check. DETAILS QUANTITIES DS D129 By I 9 f/ Lheckec* *W 8- C kea Lai Fong g-8/ ORIGINAL SCALE IN INCHES FOR REDUCED PLANS State of CALIFORNIA DEPARTMENT OF TRANSPORTATION I I 2 3 STRUCTURES - DESIGN 1'�.. w� JL c C %\,t 2,0 PROJECT ENGINEER REGISTERED CIVIL ENGINEER NO CU 042.10 WO 15455! BRIDGE NO 35.25, R� POST MILE 8,11.6 • DIST. Q4 COUNTY 5W/ ROUTE 921 /0/ .G. OrLerana DESIGN ENGINEER DATE APPROVED POST MILES —TOTAL PROJECT TOTAL No. Wan 7//M 9/77e. 9 /vat 34614y9 82ao REGISTERED CIVIL ENGINEER NUMBER )c'7'ober-- 26, /Se/ • • • Om i u •ewe -- Nit StCTr0N F C(i Bents 4,3R -45R) --3 8 olr to (no cap rear/Or t1 -oh SECT/O/ I E -E !gate,: For Dome/ LAyoarf de<: "tier,t i9,2"Sft 7. Par G3a/ 4Z, Fvotiry ,see ",ode 59L "sheet: 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. Lop bar centered on splice. 4. Flare weld to be made in direction shown. 5. Lap bar equal in size to spiral bar. 41/2" A 45° 5" lap bar 75% pen min Direction of weld SPIRAL SPLICE DETAILS WELDED OPTION lr,C/tCQ/ S yerl//c,n/ !c�ie•5 I ROUTE 92/101 SEPARATION —RIGHT BRIDGE BENTS 42RTHRU 45R Disregard prints bearing earlier revision dates —i REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF 13 ]6719 - AD KO as -04.14I t' DIST. COUNTY ROUTE POST MILES —TOTAL PROJECT SHUT No. for". SHUTS 04 s41 92, /o/ 77/,9/T/2,9` //,9 347499 5B3 tine 23=0" 510" B3 Line 23:0" n -2/ \f J g/ 712„ 24'0" Stage G 2:0° c%sure poor P'rofi/e grade 3fo8-011 /4" 510" 8 3 kcitzh Cl } .,ti h 0" 1 `EN Zinc varies 1 :,a h State 5 V%a,'_ r 'J ./4t Layer Profile grade 2 250* 31± TO 25/* 83! .56-'6)" I i" /-'0" B 2 " varies 9Js _,- f2% 1 /2" h 6 vari rab/e boys J83 " 2674 25E TO 27/ * 75'` %B"_ /-'0" Note: TYPICAL EXTERIOR GIRDER 913" r - u See Genera/ p/Are And birder LAyouf shecfs for q// -nen5/onS normal to right and /eh' edie of deco. /-'6" Concrete barrier type 27 motif ied #S con t.. . Sec `Concrete Barrier type 27 Modified" _ z" TYPICAL CELL /// • 5 top, 6oitom end truss bars sa/� place' ;°araifat to ,bent' ago' \' ,f'/Ce q/cnq /err' za'i ofQOCk. s=/o" r50v,- , S . /0"fr-'S 7S- ee Prestressc d der /a yOLAt y/7 'e/ d4 tot 4'5 tot 6 A r CLOSURE CELL PART TYPICAL SECTION 'vs /J0" 1183° 250* 31-4-- TO 25/# 83i 4d.97at perg/rder C" VAR/ABLE CELL 1O" .5 con! /2 /•'0" Typ. • *5s/8 /—fr --14 tot 471/p PART TYPICAL SECTION /-0 267-* 25 It TO 27/+ 75 t 4 rye, g. ®'. . DESIGN ENGINEER • DATE APPROVED R20a REGISTERED CIVIL ENGINEER NUMBER Or 10 6 e r 2G,1.981 DESIGN By fl 1 ...- k &t. Chocked C -C _ !� its Checked ,J � sic S Chec DETAILS QUANTITIES DS DI.9 A. Sanjo /- 4,1 9 �/ d Lttt 'ang g-81 ORIGINAL SCALE IN INCHES FOR REDUCED PLANS State of CALIFORNIA DEPARTMENT OF TRANSPORTATION 2 3 STRUCTURES - DESIGN C tt, S2o PROJECT ENGINEER REGISTERED CIVIL ENGINEER NO. Cu 042/0 w0 1346_57 BRIDGE NO. 35-252 J2 POST MILE Disregard grin I head n❑ ear r rrci.-inn U ROUTE 92/101 SEPARATION- RIGHT BRIDGE TYPICAL SECTION I REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF 2.7 s xr. • V 13 pc? t. #1 z a- o" 6-6 34'9" / Profi/c grade ti 00. h h1/ 8-17/i 3 f'0"- 24 0" 8'74„ 123' RT B311 25/ *83.85 t TO 26/# 45 t (-49 Line 23'O" 85 //ix. 23.0" 6:6„ varies Top /on9if reir'f Profi% grade N \C7 6-74" 1 1 i 414 I h S variable bay 23' HT 83" 27/ * 75 TO 273* /4.52 Prafi/e grade 1I 53,3" 46=9" :1 I i _e!74# #5 Top, botfam / /run bars See '"Girder Layout - Spans 32R thru 38R" o/7ce/ For placing rte• • v 'Scent w /o/a/ c'4 740 t leer boy_ 4,5 total \ti v #4 or =--_—' 0/4 EXTERIOR BAY (8•-• 14") TYPICAL INTERIOR BAY 4 see "Concrete Barrier Type 27 41odificd. --- Note: See Genera/ P/are and birder Layout shce/ for 1;2;7e/7s/ems norm a/ lo riyhf end /eff cadge of deck l 5Ac8:0" = 40=0" 23' RT 83a 273#/4.52 TO 274 *75,00 r-' Top /omit reinf r S=/D" Lap • • 0 • • / *5 Top tbo/tom bars /l S=/D" See "birder Layout -Spons 32R t/jru 382 H sheet for p/c2i99 f'0" * 5@ /2 -rr 0.1 Lap -I 1.4",/=4" *S� /-o" Lap Bottom /oPgit rein( VARIABLE BAYS PART TYPICAL SECTION TB311 261 +30±TO 267+25± -15 con/ • • / I I 4 tat 3 pee bay, 'r5 /a/ 6 per bay I I j,.sec "Concrete Barr,'ccr Type 27 Modified Top /oangi%i'eirf r— 0:5con/. Boffom /ongi't reinforcemenf 6', S. /3„ #4 tot 3 I15lot 5 /-o /-0" TYP. �4 tot 4 per bay ►� "ea la/ 7 ,ocr bay _4 /'O Do/tom long': reinf. Typ. VARIABLE CELLS PART TYPICAL SECTION (B` 27/#75 _ TO 273* /4.52 2 I, 11.0" 1-0' Lap -4'5 Top, bottom 1 tru5.5 far: /o Salo P/ace radial and space a onq 1 Bridge PART TYPICAL SECTION 116 3" 251 + 83 ± TO 261 + 30 ± 11B311 273 +14.52 TO 274+75 • 4 "vec groove DIST. COUNTY ROUTE POST MILES -TOTAL PROJECT T//.9T/2.9 //, 9 348 Snit NO TOTAL MUM 04 SM' 94 /0/ 1..6. c t. 8200 499 DESIGN ENGINEER REGISTERED CIVIL ENGINEER NUMBER DATE APPROVED Ocfoaer- 24 1.98/ —711 • ''5 total 4 EXTERIOR BAY (61-7%') TYPICAL EXTERIOR GIRDER ilN " _ /'0 DESIGN DETAILS QUANTITIES EIS ➢!F9 R Pgch Os0.2 9-5/ 4. Santo 2-8/ Check9!'TC••///` W I. ChP �/ 8-81 State of CALIFORNIA eked Los f ng 9-81 DEPARTMENT OF TRANSPORTATION ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 2 STRUCTURES - DESIGN -Rv a.a PROJECT ENGINEER REGISTERED CIVIL ENGINEER NO C t't, SZo • CU 042/0 WO /3465/ BRIDGE MO 35-252 ,F POST MILE R ROUTE 92/101 SEPARATION- RIGHT BRIDGE Disregard prints bearing earlier revision dates -1 TYPICAL SECTION II REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF 13 �, " . . . " " R P M � ? P e n . : ' D s L / n e 2 3 0 " " 5 - 0 4 / ' 3 " 2 4 - 1 0 " / 4 6 " v 5 3 L i n e 2 3 - ' 0 " O O P r o f i l e j r v a ' a h a 2 r . I \ \ 9 " T y y i o 3 - 7 / - ' 6 " 5 ' 0 " t - s 8 3 L i i 7 e 2 9 - 1 0 " a r ` Z ' * h . 9 $ 8 0 " = 2 4 - 0 " E M T J " 8 - T �� f 3 3 6 ' 7 4 I , . s " S E 4 - � e / 2 : 0 " f o r / e s f i v e I t h e / 8 1 0 # 1 9 . 3 2 1 0 8 ! / 6 ' 0 " v a r i e s 2 6 / x - 3 0 * T O 2 6 2 f / 5 f I v a r i e s S S E Z i n c / 2 - / - 0 " v i e r / e S l ��I i L / # 4 / 1 n T i P D / , 3 �� B ! 0 = 2 4 o " e s - N E L i m e / 2 - 1 0 $ B / 7 4 " 4 0 i n = 3 2 ' 0 " 5 - 0 7 4 8 2 . 3 0 " 3 / 0 5 1 0 " = 2 4 - ' 0 " v a r i e s 8 3 r 2 6 2 + / 5 ' T O 2 6 2 + 8 5 f 1 4 0 8 - t i e = 3 2 v A r i e s v a r i e s j e i a . = / 6 0 6 = 7 4 " a c S E L / n e S N E L i r e / 2 - ' 0 " v a r i e s / 2 - 0 " 9 , v t - - - - - - - y - - . - t - - I 2 0 1 1 0 = / 6 ' 0 " l / A t i e S 8 3 2 6 2 - 4 8 5 4 - T O 2 6 3 4 . 8 0 4 I T 2 0 8 - 1 0 t / 6 ' 0 " 6 - 7 " - - Y A r i e s A " 6 7 f B j 4 2 t - 2 3 . 1 - 0 4 . / = 6 " - J - 0 " 2 4 ' 0 " ( - 2 7 3 L i n e 2 3 ' 0 " 8 ' 7 4 " 8 3 n 2 6 4 + 7 5 t T O 2 6 5 f 6 0 f , 5 - . 9 3 / t h e 2 3 1 - 0 " N o / e 6 " 5 " ' 0 " v a n e s R I S E 2 / i / e v a r i e s / 2 - ' 0 D I S T . C O U N T Y I R O U T E P O S T M I L E S T O T A L P R O J E C T S M u T T O T A L S A W S 0 4 t N O . . 5 1 4 9 2 , / O / 7 / / . 9 / 7 / 2 . 9 . / 1 9 3 4 9 4 9 9 8 2 . c o D E S I G N E N G I N E E R R E G I S T E R E D C I V I L E N G I N E E R N U M B E R D A T E A P P R O V E D S N E L h e 2 1 0 , 1 9 = 3 " " I f 3 i * 8 = 0 " = 2 4 - 1 0 " v A r i e s _ 8 - O = / 6 - 0 K - y i r / C s 8 3 2 6 3 + 8 0 � T O 2 6 4 7 5 � v a r i e s - 2 4 . 0 " " L e s S E L i n e - N E L / i i e v a r i e s 1 / 2 0 " t i - / 2 . 0 " l y 9 1 1 ! f i f 1 1 1 1 1 1 . 5 S S E L i n e v r i c s 1 i e r o " 1 r 1 D r 8 - $ $ " ��- 4 j g ? o = 3 2 ! 0 " v a t / c s 8 8 " 2 6 5 + 6 0 4 - T O 2 6 7 4 - 2 5 . � - S e c G e n e r a / f r / a r s a n d 6 7 r d e r L a y c u / s l i c e / s f o r d ' i n e n s / o n s n o r i n a / / ` o n i g h / a n d / e l f e d g e s o f d e c k . F o r R e i n f o r c i n g d e / a i l s - s e c ? A t t i c 7 y / i l e a / S e c / / o r / o n T y / o i e a / S e c / / e 2 . I I s h e d , F o r E x t e r i o r G i r d e r D e / A i / s e e T y p i e a / S e c / o r , s h e e t . 6 / 0 ' = / 6 ' 0 " 6 - ' 7 c O c f o b e r - 2 6 , 7 9 8 1 D E S I G N D E T A I L S Q U A N T I T I E S O s D t i 9 B y C h o c k e d A . 5 0 / 7 1 0 Z - E / 4 - ; y / ( 4 4 ) t f y ; 9 / C i " n r k e d h L - a m F a n g 9 - 8 �% O R I G I N A L S C A L E I N I N C H E S F O R R E D U C E D P L A N S S t a t e o f C A L I F O R N I A D E P A R T M E N T O F T R A N S P O R T A T I O N S T R U C T U R E S - D E S I G N , S Z G P R O J E C T E N G I N E E R R E G I S T E R E D C I V I L E N G I N E E R N O C u 0 4 2 / 0 w o / 3 4 / 6 5 / k 3 B R I D G E N O 5 - 2 5 2 8 R O U T E 9 2 / 1 0 1 S E P A R A T I O N - R I G H T B R I D G E P O S T M I L E D i s r e g a r d p r i n t s b e a r i n g e a r l i e r r e v i s i o n d a t e s t i : T Y P I C A L S E C T I O N I I I R E V I S I O N D A T E S ( P R E L I M I N A R Y S T A G E O N L Y ) S H E E T O r 9 i DIST. COUNTY ROUTE POST MILES —TOTAL PROJECT NO I mitts 01 SM 92, /0/ T//9%Ti2.9,//9 35011199 Existing Ben/ 2/ 8=9% Cost -in -Niece Prestressed 5cpc Grrier S /0'14 5aa left Qdky¢ of dock to ::/✓sure. pour ?Ave' Para //a/ to et,n tS 4.) S /3/e' e0=.5%"", 7-53/4N Match exi s f ing edge of deck Hinge Point of theoretical no movement for one- end slress'thg 10 Scorn /'iur- \--Bo%'arn eaegc of c//error girder. R._95001 23 Line Elite of deck EN t63t 10.56 ee PLAN o s<„,c u 4L Beni 22 252 Consfrucfion Joint tt P Girder �''/ac z Para//t/ to ',coilsQ_r= ./L Path ,s parabo//c between points shown Point of / inflection z )--¢' Bent 22 0 0 DESIGN ENGINEER 'LC'S, FRED CIVIL ENGINEER NUM BER DATE APPROVED Qc /ober 26, A98/ PRESTRESSING NQTES P jack = )8,5x0 kips total at jacking end(s) As = 'jack 75 f's Total number of girders = Concrete f'c = 3600 psi a 28 days, f' cl =500 psi m time of stressing GENERAL. '1 Design is based on u = 0.25 and k = 0.0002, and modified for horizontal curved alignment, if any. 'jack specified at the lacking end(s) includes friction losses and provision for 32,000 psi loss in stress \CA fd;c of neck Z 1/4 e EN Lii7e 2( 9'e "= /B'-5" j - 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 orlinitial stress at ®- . 905 times jacking stress. 4. One end stressing shell be performed from the r Iaht CYIi. = /ndi c Afes c/asure /vatic Sa/o'"G it Construction lt, .� Typ /2@/2� Es -/o„ /2, @ 24 max, LONG/TUD/NAL SECT/ON NO • SCALE '32 Jl —� O" P/are fel/Zeit a \/7@ 6 Ye" ..9/±7-91), @/2 *5 lJ or )J Stirrup Spacing DESIGN t let Checked C . 2Jwor VL 8/81 DETAILS Hy A. 50/7,I0 r QUANTITIES OS 0': C/✓. i1•J CheckedCe 86/ r'+ Checked Las Fang 9/(el ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 State of CALIFORNIA STRUCTURES - DESIGN DEPARTMENT OF TRANSPORTATION 0r-.-:k,-n-- PROJECT ENGINEER REGISTERED CIVIL ENGINEER NO I I cu 042/0 WO /3465/ C 1, S ZU BRIDGE NO 35-252R POST MILE i ,Piyhf arael ofdsc* to Closure pour FAlcr2 ,^-area!/¢/ to /3 nt3. ROUTE 92/101 SEPARATION —RIGHT BRIDGE PRESTRESSED GIRDER LAYOUT - SPAN 2I R and prints bearing earlier revision dates ---► REVISION DATES (PRELIMINARY STAGE ONLY) SHEET O 1 30 23 Z3 Extend alternate top bars into diaphragm, Stop remaining rein/ 3" from face of abutment, Dent 22R 9c47& 1,5 /2",s/ X 24 its Construction joint Transverse rein( 1 I ¢@/S /o€wo t 4@6-1 Edge of deck #5 U or_)} Stirrup Spacing ¢s Dent 252 Bottom edge of exterior g/i^der t bent 24 R DIST. COUNTY ROUTE POST MILES PROJECT In" Re. Ina SRSSI. —TOTAL 04 SM 92, /Ot T//.$/T/29,//9 351 49.E .011±. fl'a DES(GR E<GUEER /')/ 1 j/ t��'/y y{) DATE APPROVEC ( Jl_. / C9 :` r L YJ ,/9 J / 82-00 * Transverse rein(. 1 4 - L 87/ v-/ O O 0 0 Prestressed Portion See" it Bent 25 >e -Bottom edge of exterior girder 3"_ Typ, /Edge of deck #5 or 77 stirrup spacing f Edge of deck 1@6 @� t C�/o 14@/.5?@/B Spar/ r5 Bent 26,2 e 2¢ Bottom edge of exterior girder 0 0 0 0 0 0 0 0 4@6. 4@ 5 4 7%8,10/5 /4@/O, ¢'Bent 27/e /nterio r girder See Span Span 0 N/ng e REGISTERED CIVIL ENGINEER NUMBER t interior girder gent et 0 0 0 0 See Span 23 Span iDo/tom edge of exterior 80s 5/0 See Span Edge of deck 4 0 See Span 23 PGA /V No Sca/e 80-5 0 0 0 0 0 0 T ¢@6 5/0 2@ L/&/5 (��B 8 @ /B- I /3 /O I I�I¢@/B ti� 2¢ r 1,J DESIGN tE dezmv,w t/y, Checked / Are r/ihrf&-GO DETAILS QUANTITIES OS 0139 ✓ Drrx-> Hv,eN P-4/ 7-1/ Checked Ta s .3- H%Nirr,ttP Checked Lai Fond 41 - ORIGINAL SCALE IN INCHES FOR REDUCED PLANS State of CALIFORNIA DEPARTMENT OF TRANSPORTATION 1 1 STRUCTURES - DESIGN C. \\, S Z o PROJECT ENGINEER REGISTERED CIVIL ENGINEER NO CU 04 2/0 WO /3465/ BRIDGE NO 35-2528 1 RTE 92/101 SEPARATION RIGHT BRIDGE PST LE Span 2-7 ti % Transverse re,nf. 540 4@6 5 t #59 orli Stirrup spacing * P/ace bars radially and space along the right edge of deck R. //.B GIRDER LAYOUT -SPANS 22R THRU 27R M i,-re1ard prints bearing earlier re%i:sion dates —i REVISION DATES (PRELIMINARY STAGE ONLY I SHEET 3t OF 20V DIST. COUNTY ROUTE POST MILES —TOTAL PROJECT 77/9 I/ 2;9) /l�9 04 SM 92./0/ SMUT Toni NO. MUM 352 99 j?Bent 2s /Edge of deck ,Bent 29 R Bottom edge of exterior girder it Bent 3ox'v • /nter/or girder BZoo DESIGN ENGINEER REGISTERED CIVIL ENGINEER NUMBER DATE APPROVED Orfober 26; 1_951 feent 3l R 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Bent 3/2 Span Z8 Bottom edge of exterior girder See Span Bottom edge of exterior girder r Edge of deck ¢',Gent 3f/e 0 0 C 0 fe Hinge 0 O 0 O 0 O 0 L ter Bottom edge of ex /or girder �05 � See Span (Edge of deck Interior girder Spa n PLAN %Transverse re/nf. #5 LI or)) Stirrup spacing NO SCALE 80:5 • X5•/0, See Span Span ;K' Place bars radially and space a/ong fee right edge of deck. DESIGN DETAILS Ara. ! n ftJOV 1/17 QUANTITIES DS 0139 Ten A. Checked State of Pry y Alm/Fie-0 ed n idifrr/e-S-v CALIFORNIA STRUCTURES - DESIGN Checked Lai „cr9 9-81 DEPARTMENT OF TRANSPORTATION � �- �- C s ' PROJECT ENGINEER REGISTERED CIVIL ENGINEER NO. Chic ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 1 T 1 ° 2 3 WO /3466/ CU 0¢Z/0 BRIDGE 3S- 252Rsit ' ROUTE 92/101 SEPARATION RIGHT BRIDGE POST MILE ,e, /i8 GIRDER LAYOUT -SPANS 28R THRU 31R Disregard prints hearing earlier revision date= REVISION DATES (PRELIMINARY STAGE ONLY) MEET 0 32. 7 zr DIST. COUNTY ROUTE POST MILES —TOTAL PROJECT nu" N0. Mt" him o4 3 e'z, :o1 T//.9/T/2,9,//.9 953 499 8'-7511- 9 en es -7 ''N 9 a r4 of de.Gk +/" 2► 1 zoicTo H.\ngr." CL Hinge Edge, of clack :4E" Lrnf' - R Lc 19e. of de•ck \.\,..\ r0}3ent 32N€ 5-10 te a Left Ri Edgseeoo Left Right E es of Decks t'3en+ 32NE �I 4 Left 1 Right Ed CMG @10 10@l2 4@ la{ @ 24 Span 32 - Right Girc��rt �� Hing2� 3" typ- 3218 1oct 12 roof torn ¢.d9 exf girder . P,en+ 33R beer -1+ 35R Left6 Ri•ht Deck tool/cm ec.1af. text' gr'rcler Ed es of PLAN 1 20' Leff RI ht Ed o Deck 1— It.. t3ent 34R Left ht Edes of Deck • 7/2/1/., ///,./ �e a B2oo DESIGN ENGINEER REGISTERED CIVIL ENGINEER NUMBER DATE APPROVED Oc/oher 26, /98/ Leff i Ri•h+ Edges of Deck /ncllGGfGS so//Cry porfron cf merg:rlg CJ, r"rde.rs 45 -L 5---;rrup Spacing � or �.1 0.0"min, MERGING GIRDER DETAIL "@ t2 1,3a 18! @ 24 I Q[. .Span 2@8 3@@81 10@12 ! 12(x, 1I^--- ben + 3G 2@15 ,e8 16E 1015'0121 i13x181 @2.4 3e15 14018 ! c 1cp@tt. G010I808 �--� 13er->+ 3`i R ben+ 35R 3@ 15 l8@815tb015 11 3z18I 024 3x15 Gab 4'181 (!4'1215x10 tert 13cnt a8 R 808 1 5Q101 Ga 1211}1 15130 18 @ 24 @ 24 3 15 5x8 14eZ181 ('IG'1215Q10 ) (5815 H1 -E `> a12�-1-1— t t No+e : 10 - *5 11 or27 3+irrup Spocing e,xeep+ c*+ Merging @ 24 Girder'. 4L'a t 8 I IL'01514'012 5Q10 G@8 3@15 6x10 Ga►21 C I3't 18 r —r LONGITUDINAL SECTION t" = 101 @ 24 - 3015 5P8 ( I 5(08 3at8+ (G/IQ7G1O 1� t�I6tvtoOG(z1213e(cICIA181 @24 4-@184z12. O epar--) DESIGN DETAILS FI, k _Vat 3/R/ 13) Checked hi: 441204,4,4 6fga Checked QUANTITIES OS D!.:9 State of CALIFORNIA Checked La t Fong 4-81 DEPARTMENT OF TRANSPORTATION ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 2 STRUCTURES - DESIGN BRIDGE NO 35-252& ROUTE 92/101 SEPARATION — RIGHT BRIDGE PROJECT ENGINEER REGISTERED CIVIL ENGINEER NO Cu ©4210 wo 134651 POST MILE / ! 's GIRDER LAYOUT -SPANS 32R THRU 38R Disregard prints bearing earlier revision dates —► REVISION DATES (PRELIMINARY STAGE ONLY) SHEET or 3 13 26 DIST. 04 COUNTY V k-i ROUTE '32., ;ot POST MILES —TOTAL PROJECT T//,g T/2.9 N. 9 MMtrt TOTAL MO- SMUTS 354 99 _'0 h o Netc ans C a) I �{1 -141 rtfgG of deck 45 0'� 5/irr Spcy 144•0" C') ,eGrg� of" c1Ock. Po/l) is paraholi'c be/ry points shown (Nt • 14,'QM t o/fom edge, cox?' sir -clear fQ 194 & t*)Pf edge, txl girds r r L A .'V 70-0" r"- 20' Porn/ of Theoret ca/ 7 no movemeni. 11 141•C„ v � :41.0,i S. 9 !coin?' of /An ffGc•fion v- 0 Q} 114'C) 3' j` ei)ie SGT/ s t9 /2 / I 31i @ f8 9 _206'9 ' ea -mat,' 707tH% t iS LONGITUDINAL 5&CT1<JN\,, /Yorrz 1" :20' Vert: r -5' •O', 1 1r,.) 3"1 13•' 11 C /8 `/2 ; e/2. • Ica ta typ • 1»N to (S16. °, a DESIGN ENGINEER 6200 DATE APPROVED PRESTRESSING NOTES • P jack = /6i 51,2 Kips total at jacking end(s) As = Posts .7 Total number of girders = .9 Concrete: f'c =3500 psi N 28 days. f' REGISTERED CIVIL ENGINEER NUMBER October 26.,/98/ .3500 psi p time of stressing GENERAL Design is based on u = 0.25 and k = 0.0002, and modified for horizontal curved alignment. if any. Pjack specified at the jacking end(s) includes friction losses and provision for 32,000 psi loss in stress. 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 jacking calculations based on initial stress at Si =0.825 times jacking stress. DESIGN DETAILS QUANTITIES DS 0 C Chocked W20KallitOlte 1215 CbeC N. I AI. 9-?/ Checked Lai Fong 9-81 ORIGINAL SCALE IN INCHES FOR REDUCED PLANS State of CALIFORNIA DEPARTMENT OF TRANSPORTATION 1 ' 2 3 STRUCTURES - DESIGN C 11,5 r<.0 PROJECT ENGINEER REGISTERED CIVIL ENGINEER NO Cu onto WO /34351 BRIDGE NO 35 -zs rg ROUTE 92/101 SEPARATION —RIGHT BRIDGE POST MILE RI 1.8 GIRDER LAYOUT SPANS 39R THRU 41 R Disrn- and prints heann_ earlier revision date.- --► REVISION DATES (PRELIMINARY STAGE ONLY) SHEET or - 3 13 2Z J )- DIST. COUNTY ROUTE POST MILES —TOTAL PROJECT N T//,9//2,91 779 9,55 TOTAL 4 5 PI! ;O' 499 c.t'€-n1 45? ` tbe,n4 44R i...15en f 45, r•-• eclge- 1:01. ! / exf girder sct ; 9 kti (Edge, or deck ', Al; 1.47t 46R rL. AN ! " 20' f 1: f Strr'r Spey C24 3N l' `�t9 MGs% 'I �I Fv AIN 3., �y CC 1 U 1) lr la in CO )-0 4 tbcttom edges exf girder^ N Ci It) tit kel t e z4 LONGITUDINAL_ SECTION 1" - 2o' N ix/ o t, -4' 44 I - dae, .D{ deck I: o h Z 4 Om.R. 9 2.4,9 DESIGN ENGINEER /'` REGISTERED CIVIL ENGINEER NUMBER DATE APPROVED rQ`toAto 24 798/ DESIGN I, ra cl °.dStv--, 2-6-, DETAILS QUANTITIES DS 0'29 By 9--✓ CheckepY'}, f/07444.140‘_ 6.8/ Checked Lai Fo1'9 9 —81 ORIGINAL SCALE IN INCHES FOR REDUCED PLANS State of CALIFORNIA DEPARTMENT OF TRANSPORTATION 0 1 STRUCTURES - DESIGN j`. (\IS./ rA1'Co C: \\,Sa) PROJECT ENGINEER REGISTERED CIVIL ENGINEER NO I cu o4 210 3 wo 1 34 G5/ BRIDGE MO 35.252p, ROUTE 92/101 SEPARATION -RIGHT BRIDGE POST MILE i. GIRDER LAYOUT SPANS 42R THR U 45R Disregard prints hearing. earlier revision dates -f REVISION DATES (PRELIMINARY STAGE ONLY) SHEET 35 'B 0 1 4'4 C /B max, /ao w/'Th I/ //—h Hi'nge ; 0 Girder - #5 lop with t//- � 4e/emax„ Eke of deck i lap with // 0/osure Pour- — A. v z ¢' Girder Hinge #4 @/S max. /ao with 41//1 it (o%S,rrac t/ i /orr1` -- _ Ste"Top Girder Reinforce rr2r77` " SAW' Et:iforeed Concrile Fort/22/7 ?Bent 22R N S ,\ Edge of deck / *5,/ap with #//) so'0" Q" n ��. - a— Additioi7a/ reinf Through Const loin/ 47 47 Edge of deck 52 .52 .:firciar 0 spiica yrr;/czr rs/nr`orc,2rr/C/7 r .52 /3 - --'�- 2.5 30 47 #'#/B max, MP with #// ,5ent 22x2 TOP LONG / TUD/NA L GIRDER REINFORCEMENT N0 SCA(c 7130 22 -0 c1 construct/o/7 join7` 47 62 ,e Girder 4// -7 Zap w/792 'EN" Pomp reinf. 4'? 4? 5,? DIST. COUNTY ROUTE POST RILES PROJECT SMUT No. Te1M. Ron —TOTAL 04 5M 9Z /0/ r/f. 9%i/z. 9, //. 9 3% 499 SLoe DESIGN ENGINEER REGISTERED CIVIL ENGINEER NUMBER Qoobet26, /98/ ja/1/27/77/1 71/2,--04474 Note' All reinforcement 0// unless otherwise noted Numbers at ends of bars indica/e distance in feel from i' gent Ei' DESIGN dava Checked DETAILS QUANTITIES DS 013E '`/CA!, 4.5. Checked Checked State of C c k 2-L_. 4 t I CALIFORNIA La Sc M 9 q -S I l DEPARTMENT OF TRANSPORTATION ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 T 1 STRUCTURES - DESIGN BRIDGE NO. 35-25222 ROUTE 92/101 SEPARATION - RIGHT BRIDGE C. \\,57...b c ROJECT ENGINEER REGISTERED CI VII. ENGINEER NO, 1 CU 04810 3 I WO /34(.5/ POST MILE R/78 TOP GIRDER REINF AT BENT 22R 8c CONST. JT Disregard prints bearing earlier revision dates --f REVISION DATES (PRELIMINARY STAGE ONLY) MST. COUNTY ROUTE POST MLLES —TOTAL PROJECT TOnn ?Construction joint #4 & /8, /ap with #// (See Prestressed Deta✓/s '" sheet. ¢' ,Bent 23 -m _ {dye of deck Bent 24 04 SM 7//.9 772.9/11,5 'H. .. DESIGN ENGINEER REGISTERED CIVIL ENGINEER NUMBER 92, /0/ 'salt Mt 357 82.00 99 DATE APPROVED Ocfo her 26 1981 cis Span 84 #4@/B 22 /5 /0 /0 -- /3 /3 33 22 /2 /7 6 /4 ee 30 32 22 /0 /7 /0 22 /5 /2 /7 -- /0 30 /2 /4 /7 /4 /0 ✓ 32 /2 /A /7 /4 /7 22 — 3/ 22 /0 — /2 /0 3, 33 22 /5 /0 /3 / '9Con/, Span 84 za, /3 3s 22 /5 /2 /7 _ ?Z .30 /4 /0 --- /2 28 — 30 0 f/✓rage Edge of decker ti #900n/ /0 /7 22 -- /2 -- /0 3/ /O /7 /2 /g 22 /¢ /7 /7 /4 /� /7 /2 -- 32 22 /0 /0 22 • /2 3/ See "7O 44W? tE/Nr rT &ivr &A' F CA/57: 7. fl, �117/SET it4 0/8 0' Bent 28 Edge of' dea l / II }j3 — t /0 ll /7 11 /2 9 3/ is 22 1/ 22 II /2 / � /3 — /0 Ii /3— —lD /7 / /I /2 — 9 3/ 22 ✓� 1 9 / 22 /I— —3/ /2 /7 /3— —/0 *9 Cont #9 Conti, lap with #5 con/ (See "Prestressed Details" sheet t Bent 32 Edge of' deck -� /? Hinge 30 /7 /0 /3 /2 22 30 22 /6 /5 — // /7 /2 9 II 4 /0 �I 30 (30 /7 /0 — — /3 /2 22 /6 22 /c -4 /7 /2 /0 — 3 *9 Cont nem Typical Exterior et;.; Q eQ *Typical at Bents 25, 86, 27, 29, 50 and 3/. I Girder Typ/ca/ Exterior • t Girder Notes/ All reinforcement *9 unless others'/se noted Numbers at ends of bars /nd✓cafe distance in feet from 0 gent OS 0139 DESIGN It 13ss4iA/ Z / Checked° .%7E- S Ith irrew By DETAILS 7/f Checked QUANTITIES Checked Ln, r n9 ^_e ORIGINAL SCALE IN INCHES FOR REDUCED PLANS p State of CALIFORNIA STRUCTURES - DESIGN DEPARTMENT OF TRANSPORTATION1 t\^ - PROJECT ENGINEER REGISTERED CIVIL ENGINEER NO. i -� cu 0 4 2/0 WO /3465/` BRIDGE NO. 35-2528 ROUTE 92/101 SEPARATION -RIGHT BRIDGE POST MILE // TOP GIRDER REINF. - BENTS 23R THRU 32R Disregard prints hearing earlier revision dates REVISION DATES (PRELIMINARY STAGE ONLY) 04)(11 SHEET OF �3 DIST. COUNTY ROUTE POST NILES-TOTAL PROJECT SOW T ( i IM49 04 em a2, 101 T//. 9/2/2,9,//•9 358 99 t 'Sirder - Een+ 33R Edge o -P C�e,ck Pbent 34 R fit, ei. 0 -Pant DESIGN ENGINEER DATE APPROVED It 22 35 22 Ic 32 14 20=- 5 22 4 94 4- 5 12 i2 20 — — 22 15 20 22 — 35 311 15 12 22 — V 15 22- 15 33 15 33 12 - i2 22 8200 REGISTERED CIVIL ENGINEER NUMBER OcJo er 26, /98/ Cre.. span e< Match Line 32 32 20 22 14 - 35 - 20 --12 - 12. t5 - 22 20 - 12 12 20 f41 I, 22 -35 - - - 22 - 12 ----12 22 -22 - - 34 22A_ i2 t2 22 15 33 _ f5 °) 'I- o) 15 15 93 20 14 22 32 20 12- t2 20 1 t 2 5 20 14 22 22- 35 22- 22. 35 34- l2 15 12 22 34- -� --- 15- — 15 53 22- 15 -12 t2 2.2 33 2.0 22 14� 32 1, 20 12,- 12 21 20 1 ni - `-- 12 -- 22 * 7 32 20 14 15 22. -35 34- 22__ 512 t2 22 34 - 15 53 22 _. 5 12 F---- 12 22 33 32 20 1 - 15 22 - 35 22 t5 12. - 12 20 I C IQ -"22 #4 34 o, - 15 20 r - 22 - 5 tg 20 14 2t — 35 22- 12. 12 22 32. 22 E c19e, of Deck t Girder' t air-cder = Mcich Lthe See "Tap cS r der ReInf- F3et`i4s 32 NE" thru 34R'' sheet) PLAN No Sca1r'. 3'- 6 H Cont. 0) 31- Co DETAIL A No 3c�1e 93 33 a Lot e All reinforcer-nein+ *a) noted otherwise. Number.= a+ cer g=1- of' bars indicate cii e, arise in feat from che. l3ernt . DESIGN DETAILS BY ,43/ k Ant. 3 BY (1 ./ _ Checked Checked tas...s..• a.:. G f flu.. G/? QUANTITIES DS D129 B Checked ORIGI FOR REDUCED PLANS 0 State of CALIFORNIA Lai Fong 9-0) DEPARTMENT OF TRANSPORTATION NAL SCALE IN INCHES STRUCTURES - DESIGN BRIDGE NO. 3�-252R ROUTE 92/I0I SEPARATION - RIGHT BRIDGE C%1,Si-0 PROJECT ENGINEER REGISTERED CIVIL ENGINEER NO CU 0 4-'L I O wo 1 34151 POST MILE RIt.8 TOP GIRDER REINS. -BENTS 33R & 34R IDisregard prints bearing earlier revision dates REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF 38 13 1629-!O1 i0)R.O-ZN 31 DIST. COUNTY ROUTE POST MILES —TOTAL PROJECT s No. TOT SnstAL L 04 eK-1 92, 101 7779/7/2,9, //.9 359 499 4. Hinge 10 13 1 10 10 IC 10 to t0 10 l3 en* 32 1.1E to 10 to 10 I0 Io to, 13 13 13 13 13 13 24 2.41- 32, SQ. 32 -- 32 24----- 2 4- 24 24- 32 32. 32 —32. 1 3 32 32 32 -- 32 24 to S i rc12 r t0 to 10 13 3 10 24 — 24 32 32, 32 32 32 32 Cr) Cori'{ Edge of Deek 1 19 19 14 14 14 12 t2 12 12. te t2 f y- to 15 1c, 10 10 I I 13 - t3 13 13 24- 24 110 10 32 3.2 10 to 15 13 r 1'3 24- 24- 32 *4. 32 1� 14 32 12 12 19 14- cti_. en+ 33R 15 12 19 15 io) 12 15 — 1o) teo 12 f2 22 ---4/1- �' C7irdQ,►,-, Rei 35 35 35 35 12 5 1'S I°) to) 12 to 10 IC 4� 32i• 32 t2 12 12 Io) 14 15 I, 35 34 34 .34- 34 itvioric nts _22 22 ~'e (See 47,0 33P 34R'O 22 5 5 12 12 12 eet) m . e,erTh+ a4- R t 1Q 2 DESIGN ENGINEER DATE APPROVED °I--15 33 2 C) 22 12. 2 33 4 12 22 22 33 12 —35 22 15 2 O) 15 2 35 to 10 1 Q 10 1 3 24 32: --- 32 1°) 32 12 12. 35 22- 12 22 02.00 REGISTERED CIVIL ENGINEER NUMBER Offa her 26, / c / 33 c, Span Mach Line, 15 3w 94 22. - 33 0) 15 12 15 35 35 22 15 t2 12 22. 34 34 i2 22 S 12 22 5 t 0) 22 s 15 2 -15 12 22 PLAN 1Jo Scale, #, Con+. Ec; 9e GC peck Uofe 4\11 reir-nforce rnernt t unle no±aci o+herwi Q?e . indicates di +once- in Ll u m fo e r t, orf 2nd e r.f' bear 1 feet from �- see De... -fa i l A an " Top Girder Petnf' F,ent'9 33R 1 34R" sheet DESIGN DETAILS 1,44 L k .,iirdst€ sfri QUANTITIES DS DI A B A/. , A I, Checked Checked &, ,- -- 4.) CE liras' 6/to Lai Fong 9 -81 I DEPARTMENT OF TRANSPORTATION 94/ Checked State of CALIFORNIA ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 I 2 1 STRUCTURES - DESIGN BRIDGE NO. .55-2528 ROUTE 92/101 SEPARATION -RIGHT BRIDGE C -.- PROJECT ENGINEER REGISTERED CIVIL ENGINEER NO. cu i wo 13 l4- e' 1 POST MILE R 11,8 TOP GIRDER REINF. -BENTS 32NE THRU34R Disregard prints bearing earlier revision dates -► REVISION DATES (PRELIMINARY STAGE ONLY) ISHEET OF 3 3 aAI - YC ar u -C 4» 22. DIST. COUNTY o S M ROUTE POST MILES —TOTAL PROJECT N, ')2, 101 7//9,72. .9 N. 9 36 499 cte.. Spar, - Mafcl-, Lire 13er l+ S5 R Edge of =tack_ Cher, +• 5G R *0) Cori+. - 32 21 13 12 3 23 82. 21T 15 15 151 12 20 3G 30 11 13 13 (3 23 36 30 14- 14 14- 8 20 II 14 2.2 22 13 39 21- t3 32 12 1G 15 1 32 - 15 12 — �5iG 3G0 13- 23 3G 20 H.- 13 21 13 13 23 30 14 14 14 5 20 1, 1 I4 22 22 33 13 33 32 21 13 12. -13 23 32 15 15 1Ce 15 '5tc, 2.1 12 36 30 20 13 1.5 3 23 30 14-- 14 14- 8 11 14. 22 —22 - 33 13 33 32 i rdc r 32 32 32-- 15 15 3 c 21 — 13 13 12 13 23 15 15 15 151 2 21 21 12 12. 13 3— -- .- 3 13 5 t5t0----- _ 13 23 23 2.3 23 13 2.3 Checked S 20 30 II 13 50 3G 30 14 14 I4 - 8 - 22 20 90 20 20 _14 I4 14 14- 14 II 11 11 II 30 - 14 _..._ S 14 22 33- c� ---.30 3G PLAN t -lo eccile 141- 2.0 11 Edge of Deck_ 3 3 8 33 #0) 13 13 ! 14- 22 22 33 33 14 33 13 13 33 - 14- _--= 22 13 22 14- 13 Co n +. All reir,forcerner-)+ 4o) 33 33 33 53 44 1)(1\ • • Orilerin4. DESIGN ENGINEER REGISTERED CIVIL ENGINEER NU DATE APPROVED 9100 c9r fo,6er EC, /98/ Spar, Ma+cH Li r,e Lein e rno+ed o-tHerwi��e. }dumber s of erica of' indicate -Pee+ f=rom et. I3an+. CO- ace oz+ai l A on "Top G1 -der 4 34 R N h ea+ Rtinf - Bents 33R B R [DESIGN DETAILS QUANTITIES DS D109 Hy , L0 L _A-cite,L `!7 eY♦//��" � re,/ BY,e,47, A,1. y �i Checked bee ked r,#:,..Mar G/co State of CALIFORNIA \..a t Fong 9 -81 DEPARTMENT OF TRANSPORTATION NAL SCALE IN INCHES ORIGI FOR REDUCED PLANS 0 1 1 I 3 STRUCTURES - DESIGN BRIDGE NO. 35-2528 ROUTE 92/101 SEPARATION -RIGHT BRIDGE PROJECT ENGINEER REGISTERED CIVIL ENGINEER NO cu 04- 21a wo 134G*f POST TOP GIRDER REINF - BENTS 35R & 36R Disregard prints bearing earlier revision dates -► REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF I 33 40 '13 mLo -'Jm Boo fatiw DIST. COUNTY ROUTE POST MILES —TOTAL PROJECT No. 04 am c>2, !01 9 //9 p/9/7/21 1 36/1499 U'poI"1 — Mat ch Lir, f5en+ 38 R Q. Zoo . —"' . . L.. I er-t+ 5-7 R L. lb DESIGN ENGIN EI•R /'� REGISTERED A� CIVIL ENGINEERGIIN NUMBER DATE APPROVED ( J� fD4ler (�.. V 19,4/ 1_d9e, of' *a) Con+, r-.._._ t. Hinge !o 18 t 2 22 14. - - - 32- -14 34®- 32 34_ 14 Iq 1e to 22 - 11 _ _____ ..- 8 8 8 8 = to Z. m I t _ 18 ---- --=-------- 2 32 14 54. 14 t 4 -- 2 14 -----.34® _e 18 12 22 10 10 18 • i2 22 32 a t4 34 14- ® 34- 32 14 14 le ..to 22-- r11- 8 8 8 15 1Og 22-' 11 34 14 32 t4 32 i `J- 34, -14 18 12. 22 1 O 10 le 12 ft _ 32 d 1 34 - = 14 - 34 92 14- 14 11 18 -to- 22- - 8 8 -to -to 22. 11 18 32 94. 14. 32a =14 34e 14- 18 12 22 Io 10 18 22 32 -t14- --14 34r 34 32 1412 Ia ►8 to 22- ---,11 t 6 8 8 8- ____ 18 -14 -t0 22*-- I I 3 4 92 14 82 -14 34 s a 14 ,.. 18 12 22 1 O t8 tJ 10 22 32 14 -1 .. 32 34- l4i2 34 14 18 1O 22 11 8 8 - - - 11 18 --$- to 22 34 92 J µl2 14 34 320- - 14 -14 22 IS f0 t to -• 12 J 4 32 - 14 32 tt 34 14 - 3 -- � to 14 18 11 32 •- 22 18 , 8 14- t y - to 2-- to 11 .32 tc .34- - _. 14 - 14 - --- - t8 _. 22 ---- - - 34 to 14 32 -_ - 12 32 - 22 L.----- - ► 4 14 - -- _ - 18 --- 12 ____ s 14 .34- 1 8 -- _-- - 32 _ _ --- -$ t 0 34 14 -- - 22 e 4- 22 f 1 8 _ 34 11 __ 18 14 32 10 -`--^ 14 8 - - -- ,— -- 14 - 14- --------- 34 12. - 22 - - 10 2 2 __ __ _ __ _ 32 14 18 t 8 14 32 =-__ __- _._ - ----- _T t o - _—_-__._ ___ _-__-- - - 34 14 I 1 ____. 8 ____- l0— 32 - _ 22- 8 -- - -18-14 — 34 14 - - 18 8 --8--ii _ 32 -.. 14 - 14 2.2 - 14 ! 8 _ 32 - -- -_ 34 1 O _ _��-- 12 ■ - 22 34---".._ 32 - 18 14 14 - io—.� - --- 32 _ ---- 1 14 - 14 18---- 4 _ 1 i - ___ - 3�L 3 22 22 14 34 -- i-- _ _-- - 2. tO 14..__. 22- 12 40) Con -h. Edge cif Deck- _ I�Jo+e : All reinforcement Sc?) unless nofe.ci o+Hert.uiee. PLAN No Seale Nurnberg a+ ends bat --5 indJcctte dis+once in fees+ Cram et. en+. DESIGN BYL4 Lae_ LJ Checked </iv DETAILS QUANTITIES 0S 0129 9-3/ Checked Checked ter eir eMetti 1/44%. La I FoNg 9-81 ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 1 CALIFORNIA DEPARTMENT OF TRANSPORTATION 0 State o T I 2 3 STRUCTURES - DESIGN BRIDGE NO X5-252 R ROUTE 92/101 SEPARATION — RIGHT BRIDGE Y\ )v -t I rL a \\, SL a PROJECT ENGINEER REGISTERED CIVIL ENGINEER NO Cu 04210 WO 154 Cp51 i POST MILE R11.8 Disregard prints bearing earlier revision dates TOP GIRDER REIN F-- BENTS 37R 8.38P t REVISION DATES (PRELIMINARY STAGE ONLY) 1 SHEET 41 OF 'i3 3 dr" 'co 18-04.14BOO18-04.14• r DIST. COUNTY ROUTE POST MILES —TOTAL PROJECT r/Z9`Tre9 /49 /MITT TOTAL SHUTS 04 SM 92, ice/ 3621499 x f—ie'rng e 5 tbeim" 432 11 1•l 16 2. 16 J1 12 17 11 17 29 e /5 Con/ 44/S 62. 12 12. 32 l5 32 • I e•n4 452 civ1 3. C ',4nAk. DESIGN ENGINEER DATE APPROVED /2. 26 29 foe REGISTERED CIVIL ENGINEER NUMBER Oc/o.6 er 26, /98/ • Cont 25 I1 1 7 29 32 12 32 29 IC ori rS 1 1 16 11 1 2 /7 /7 12 /7 17 32. 10 7 25 32 82 /2. 2, 12 15 29 25 52 2 r I 2. 3 2. 29 /2 15 16 15 11 17. 17 /2 17- 2 /7 /7 17 52. 17 10 • 10 25 1 7 29 /2 12 32. 26 15 29 25 11 16 /1 /6 /7 29 32. /2 /2 32 26 /2 1 2P 25 11 /2 12 r7 r7 /2 /7 1 7 32 II 1 10 10 32. /2 32. /2 / /2 26 29 1 26 1 16 16 1/ 25 1i 29 /C 1 2 /7 /7 2 32. 12 !2 26 32 2 5 2.9 32 1 17 /7 /7 32. /0 1 • 10 /2. 32. '2 /5 12. 26 29 0 / IS et 4. N cJ c of deck 17 12 1'7 12 12 /7 04 32 '2 17 32. /2 /5 32. /2 A IZ /7 32 1 12 Toro 1,Rte itv :Q Ce_iMe:5V r/g J • • 10 15 '0 15 } r� g Wok": Ail re,r'nf' e9 stn/!.Ss ofhe.rvvise no/C.d. Numc&tr,srat e.nc/s of tars /na'rcaf& d;s/an.e. %r7 fc,e-t JrQm t /bcinf. • DESIGN DETAILS EcMI5 3-61 Dv QUANTITIES K. n/. A. t. Checkr 6-8/ Checke4j�'�, Checked La cons gin State of CALIFORNIA DEPARTMENT OF TRANSPORTATION STRUCTURES - DESIGN PROJECT ENGINEER REGISTERED CIVIL ENGINEER NO. BRIDGE NO. 35.252 . ROUTE 92/101 SEPARATION -RIGHT BRIDGE R/1.i:5 I TOP GIRDER REINE-BENTS 43P THRU 45R OS 0129 ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 2 1 1 I I I cu 04210 3 1 w0 /34-651 ri gard prints hearing *'artier revision dates vti REVISION DATES (PRELIMINARY STAGE ONLY) I SHEET 42 73 3S Dent 22 #9 Cont. 4 ? Cons tru ct/on Joint \si- ?Span 22 Outside f ce ex/er/or girder pa Bent 23 tSpan 23 04 SAl 921/0/ MILES —TOTAL PROJECT 7//%-/e9 /.9 363 TOTAL MU TS 499 DESIGN ENGINEER REGISTERED CIVIL ENGINEER NUMBER DATE APPROVED Orfc,6eit- 26, Ag8/ as'Bent 24 /5 26 22 2/ 33 3/ 24 30 21 33 34 3/ 20 24 249 24 — 34- 24 /9 3/ 34 22 /5 30 33 2/ ti 34 24 3/ /9 3/ 34 /5 7Z 2/ 30 33 ti a 34 31 20 -- 24 24 9 3¢ 3/ Prestressed Portion , - Dent 24 Outside face ester/or girder Q'Bent 27 Span 27 - @/6 447Con/,J 0 Hinge Z� *6 32 /2 32 26 7 e6 26 22 /4 26 30 ¢ Bent 28 #9 Cont. Bent 32 Outside face ext, girder N 22 32 /7 26 - 2/ 6 .301 ro N 32 26 22 / 7 / - 2 3 #7 Cant J #60/8 *9 Cont. % Cont 6 #9 Cont, Typical for spans 23, 24 25, 2628, 29, 30 E c Typical /nterior #7 coat, e center of bay # 6 @ /8 7 Cont. e center of bay t Girder Notes: All reinforcement #9 un/ess otherwise noted. Numbers at ends of bars indicate distance in feet from 1 Span Re/nl continuous thru construct/on joint as shown. zo DESIGN DETAILS QUANTITIES OS 0130 By ,c &ra;a' Or/ n Checked /f� .T takvrs'/etD 13 By Checked/b.." frtidnorzeie Ai,, 9-1/ Checked ORIGI FOR REDUCED PLANS Lai I 70 119 q -8 II DEPARTMENT OF TRANSPORTATION NAL SCALE IN INCHES State of CALIFORNIA i r l 0 1 2 3 STRUCTURES - DESIGN PROJECT ENGINEER CU 0 4 2/0 wo /3465/ REGISTERED CIVIL ENGINEER NO. BRIDGE NO .35-252, ROUTE 92/101 SEPARATION -RIGHT BRIDGE POST MILE le /48 BOT.GIRDER REINF-SPANS 22R THRU 31R Disregard prints bearing earlier revision dates --� REVISION DATES (PRELIMINARY STAGE ONLY) F-1 SHEET 43 OF lama r.>m - -.sr 3C DIST. COUNTY ROUTE POST TOTAL PROJECT NO HIM TOTAL MIL o 4 5t.i1 0)2, to i TJI.9 7/2.9. //. 9 364 499 �--- Hinc3e r 2e 20 20 QG Reference Line - t E,erm+ 33R 441- c, F5offorrm Ed92 of rEx-4-erior i ruler gG 32 20 , 26 35 20 r �-- -�. e pa rm 2 i — 30 2.1 28. — — 30 20 2G 2G 20 32 30 21 %.B. lg rAkectikeL DESIGN ENGINEER DATE APPROVED f3�n+ 34-R= Mot4-c.:rm Lin e 20 20 2G ct, Girder 20 2G 2G 20 35 21 2.8 20 35 a 30 __ O I 21 _ 50 32 —ea 10 r 32 20 �1 — 5t 30 I 20 20 35 30 2G 2G 32 32 2G 2 —2G 0 35 2.1 20 2G -- 35 t-- 30 2G 21 21 28 2.1 21 28 bon -corn Edge, of' J Exfar-ior- Girder 32 32 ECi9e. of' tz)e-ck 4o/- off �� 30 21 Zl _32 #S Con•: PLAN 28 — 28 g 20 REGISTERED CIVIL ENGINEER NUMBER Or fn A,) r- r'6, 1-9RJ Gig der = Ntakch Line See I'gck G\rder Peinf • Spans 32 ME 1331R" shee+ J i�io t t 1 Ati reeinfor-c rne..nt #o, unle 1^ rio+e-d o1 erwi e . NLambere ai- encig of bore, indicate dirt -once -rrom ck. epoi r--) or Reference. Lire• O- 3'-o" ; Area for -pia (zee -me en+ of' rrmciir-i gir•c er- reir,force,rner+, +tjpicotI cur all 6-C" koe+9..Q,. DESIGN DETAILS QUANTITIES DS D)Ss By 4,J r Checked 8/ Checked 8, , 42stinw Ora Lai Foh9 1-81 Checked ORIGINAL SCALE IN INCHES FOR REDUCED PLANS State of CALIFORNIA DEPARTMENT OF TRANSPORTATION i l I I STRUCTURES - DESIGN BRIDGE NO o5-25 R ROUTE 92/101 SEPARATION —RIGHT BRIDGE C.\\,S2 u PROJECT ENGINEER REGISTERED CIVIL ENGINEER NO Cu 042.\C wo t 34- 51 POST MILE RI1.5 BOT .GIRDER REINF.-SPANS 32R & 33IP Disregard prints bearing earlier revision dates -i REVISION DATES (PRELIMINARY STAGE ONLY) I SHEET OF 4413 16737 - 9m eoo uwiurs 3'C DIST. COUNTY ROUTE POST NILES—TOTAL PROJECT SMUT N TOTAL SMUTS o4 5M cD2, 1c T//,9/T/2.9,//.9 365 499 'in ocErck/vs._ cL Rinse �----� Edge, of Deck C�iro�e,r. Bent 32 1,-1E. 13o -f -tor n Edge of Exterior Cam. i rder 28 *7 2 25 28 32 .32 ---- 2 5 _ 28 32 29 r--�� I2n+ 33R . Span arise of [peck 5 __25 2°! L - -3T4 2, 32 25 0 25 20 n tt_ ;rdtr- a Match (See"F3o+ Girder ReinE' Suns 32R 133R' Sh ee+ ) 32 .30 30 32 32— 23 25- 32 2 32 .50 32 25 25 20 20 25 23 2, 32 30 3'2. 2.1 21 32. 30 21-- Inc t Sport-) 21 21 21 - GI -21 30 ^cS 21 21 28 a30 30 28-- -30 28 28 30 .1 28 1 DESIGN ENGINEER DATE APPROVED REGISTERED CIVIL ENGINEER NUMBER Orriaoheet 26, /.98J eL Fber,-f 34R 1.i►cd-cH Line rn 2., 21 5 — 32 3a 32 28 (,8 30 41 Con+. #9 Con+. FSo-ftom Edge of Exterior C' -r. iroler PLAN Llo Sca'e. 1Jo+e All reinforcement 11 Cr) ur,Ie2)9 no+ed o+Heruui be . Number: at erica of bare icdica+e cii8toince ir, fee+ Prom cL. Spar. 0)- 3'- o" j Area -Roc p1gc¢men+ of mair) 9ircfer reinforcernan+) +Llpica: for all 8' -GU" Ec::stjt. ®- eee De+oll \ A on "Top Girder Rclnf- Pans 53R 1 34R ghee+ DESIGN DETAILS Y�1 .01 .Aug+ 3/'/ ,�.J1'(LJ,IL�.O P'wW vvOu /C7 Checked ari evC b4t-' Checked 24 '3sfca44' A/, Lai Fong 9-81 QUANTITIES DS D1:S L3 KA/., A -I 9-»/ Checked ORIGINAL SCALE IN INCHES FOR REDUCED PLANS State of CALIFORNIA DEPARTMENT OF TRANSPORTATION 0 1 2 3 STRUCTURES - DESIGN BRIDGE NO. 35-12528 ROUTE 92/101 SEPARATION - RIGHT BRI DGE - R (),,,, „),, �.. PROJECT ENGINEER REGISTERED CIVIL ENGINEER NO cu o421ca wo (34-G51 POST MILE R1 1.8 BOT . GIRDER REINF. - SPANS 32NE 8, 338 Disregard prints bearing earlier revision dates --i► REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF 45 `13 wm - FO &O re.O-L34 311 . fb e n t 34-R !viatcH Lire �._ Spares Bottom Edc3e of rEx-fe,rior Girder f3er)+ 35R. i Cor)+. epan Berg+ 3GR= Match Line. - 5o, Cont. 1 24 1°) 31 2.4 to) 34 31 2.8 10 31 1� 51 34 28 20 32. LO 2Q) 52 DIST. COUNTY ROUTE POST MILES -TOTAL PROJECT yo. sllisn h4- e °D Q., lol Ti/. 9/772. 9,i7i9 366.499 '}vi.s.cg; DESIGN ENGINEER DATE APPROVED -- 31 .34- 24 1°) 19 34 4 19 19 34 -24 3 34 19 20 2°9 32 J 24 SI 31 e 19 20 '28 -32 31 34- -- 19-- 34 28 24 31 34 24 -- 31 1°) 31= 19 24- 31 lo) 20 32 29 £8 I9 2°). 20 - 32 31 34- G4 34 -24 31 28 1% 31 = Sc, 34 31 Io 1°) 24 24 �T - _ 31 54- 7 34- 31 7 Cont. . Giroier .31 34. 24 1°) 24 24 31 10) 1o) 34 31 .4 54 29 32 10 20 28 E3y ��.� " _J 63 4) Checked 5c7ftorn Ed9c of Exterior Girder PLAN No Scale -32 20 20 20- °) Con{. 3r� *7 , 82oo REGISTERED CIVIL ENGINEER NUMBER 7‘,o hat P6, /S8/ No+e All reinfor-ce-nen+ *°) ur)1 otherwitHe,. I`Iurnloert at e..r,ct of bars? indica+e, cii5formce in Ce..e.+ -Rrorn aparm. 0 31-0" ; Area or ploAcernen+ 0f' main 9irdtr r¢,i nforcernen+) tLjpica l for al I 81-0" baL.35 . ® Sec Detail A On "Top Girder R�inr- 'ents 33R 1-34R" sheaf DESIGN DETAILS QUANTITIES OS O129 .istry-e...-,,o;-.16,..) 478/ 9- y Checked Checked ORIGI FOR REDUCED PLANS 0 erk.,.oN 6t anedN 47402 State of CALIFORNIA Lq 1 Fong 9-8 I DEPARTMENT OF TRANSPORTATION NAL SCALE IN INCHES I l 1 I 3 STRUCTURES - DESIGN BRIDGE NO. 35_2520 ROUTE 92/101 SEPARATION - RIGHT BRIDGE PROJECT ENGINEER REGISTERED CIVIL ENGINEER NO. Cu 04210 wo t 34c,si POST MILE R 11.8 SOT,GIRDER REINF.-SPANS 34R & 35R Disregard prints bearing earlier revision dates -f REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF 9?/ 4-6 -73 lam - SO WO rouaso 3q 4 • DIST. COUNTY ROUTE POST MILES —TOTAL PROJECT faltNO.T TOTAL O 04 'M ')2, 10 t T// 9/,r/2 9, A3 3 G 499 ‘}^1\,B. 9 ctieftAlt DESIGN ENGINEER gloo REGISTERED CIVIL ENGINEER NUMBER 13e, 5a R c �'��--- la>rj n.1- 38 ]] DATE APPROVED ()C iv,Z..)er ,eln� Jf_r'I _SE, r1 Ct., S a n /-"' pa rl • 45i- o" Ct.. H i r, g e �-yJ f f+om Edge or Ex+erfor Girder i � Corn +. Re�'erernce Line - --..- i 2 1 1 32 35 I 28 21 U. - 21 - 28 31 - _2Co ----- - - - 15 32 -- - i5 2G 91--- WI - ---- 2G 32 2.1 21 22. S 92 21 ' 2G 30 28 35 _-_ _ ---1 21 32 35 3o 28 - 2G 21 - - 21 22 _ - i5 32 28 31 1� 22= - -2(0 21 - -21 *7 1 C con+. 22 I 21 2� -.- - _21 28 - -. 32 .31-- 1 1 j i 5 21 21 - 22 ._ - ., 21 - 30 _ v5 32__-_.. 35 2G 35 21 1 28 32 3p , 22 �_ 2 �- 21 21 3l 15 15 _ -- 2G 32- -28 22 1 30- J>r 7 Gont. 28 22 32 - 2G _. - 21 31 __30. 21 1 15 15 22 -- 28- -- 32 - -- -35 21 3 2G- 1 1 - - - Fyn2 3 3G 1 21 - . -_ / a 2G � ---_-- -- --- -- -- - .-..__ _. _. _'__- __ es 2 ► 4 22 15 15 *G 28 31 '�- _ 30- 2G 32 *-1 Con+. 1 31 92 28 __ _ 30 2G - - 1 22 15 21 2t 5 32 t 35- 21 --28- - 2G_ A I 1 35 21 30 28_ -32 2G - -------- ---- ---___ _ 21 21 22 15 t5 28 31 -- -2G - - - --- 32- - 1 30 - *7 E8 31 1 52 ___ �-- __ 30 32 21 €8- -- 55- - 2G - 30 - ---i 21 50 32 35 2� 20 -s - 22 47 � - 15 21 21 15 2� 31 28 90 32 _ c1 -2� 3i -- IS 30 41 _ 28 22 - 30— r - _----- -- 32 -_ - —15- -41 21 - 32 - .- = 35 _ 21 -- -- at 2�-------- - `G - - 15 2 -- - 3a 15- -------26-- - -- 26 21 28 - 32 _ -21 28 35 __ 22- 31 22- 7 15 -- ea - 21 _ -- 21-- .� car -4. 22 _ ----1-6 ,..�.� 5 G Co -- _ 30... 15 - 26-- _ ---------- _ 32 2t — 32 - ` — - 21 _ --- - -�- 21 --- ----- 32--- _ - 31-- ----22 3 - - 21 21 _-- - Q. *G ____ - - 3 _ _ _ __ - - 2 2 30 ao 15 15 - 30 28 - -28--. 21 . -. Be i 2t- -21 -*1 Gon+. - 31 2Co 26 - 30_ _— -------- .2Co. - -- - _.15 se 21 _..28 21-- --31 QI -___ -- 30 - _ _---_— 15 -50 32. 28 32. +• 32 3 31 2G _ _ -- 2G, 30 F3ottom Etta 30 30 G ------------ P L A NI of` Ex-)-e,rior Gircle,l^ kJ. o+ e : All reir,For-cement *0) LAnICt, X 1 1 1 ry i � O. r ea-, /-t -i- O. en r4 C- nr here-, tit -lc -1;r- no+ed o+herwl,e. Ent +gr. li r ari-n r -n C-. P. DESIGN DETAILS QUANTITIES OS 0129 BY U I -Jo 3ca1e. Checked 4 gwrivi,t/ ` P 947 Checked ,.. iirtAttpl, ‘40 Checked La 1 Fong n ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 81 State of CALIFORNIA DEPARTMENT OF TRANSPORTATION 1 f 2 3 STRUCTURES - DESIGN • in -Pee+ -Prom & Span or Reverence, Line. CO- 31-o" Area for ploicerne,n+ oe main girder reinf.-forcemen+, typical for 017 8'-0" bayg, . BRIDGE 25 3 . I ROUTE 92/101 SEPARATION —RIGHT BRIDGE ri`2r72iZ C_ 11, S t-0 PROJECT ENGINEER REGISTERED CIVIL ENGINEER NO. ( Cu o4.'21c, Iwo 134Ca 1 POST MILE (211.8 1 BOT,GIRDER REINF,-SPANS 36R THRU 3SR Disregard prima bearing earlier revision dates --1 REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF les - w Oro OsaaTa 4. toil Fam kn -0 C V riz hr'Igt /,Beta/ //inpe j Pent �3R ` Oteside t,%ace o t9nler tgLiSeorrti 43R. C ` Spot -1 eerv1 44 R, %coon iitent 45th r Con L DIST. COUNTY ROUTE POST MILES —TOTAL PROJECT SHUT NO. TOTAL SHUTS o4 510 n. / c1 r//.9/r/e.9 /f 9 303 499 I 44.64 e'lma, DESIGN ENGINEER DATE APPROVED REGISTERED CIVIL ENGINEER NUMBER Ocfo6er 26. /-98/ 29 21 /4 7 /0J 17 15 3 29 17 o 31 29 31 2.9 KS r - , 31 12 1¢t2. 4hut< 46 I 281 21 Z�.~ f' 129 7 2/ /9 /4 25 3t 17 29 Z9 29 2/ /¢ /9 25 27 31 3! 18 31 29 8 17 D 31 29 3, • 3, •, 3! t`9 t? 29 I 1 17 I 28 /4 2:1 I-, t2 28 I 2/ 7 /, 23 I 3 ! /� 15 /4 29 2/ /¢ 23 /9 29 29 29 3/ 3! 29 31 18 17 V 31 2% 12 /7 It 28 1J 29 3! l8 31 /7 2 17 /2 tt `1 28 29 2/ 7 /9 25 /4 9 2/ /4 23 3/ 29 17 18 29 31 31 18 31 17 31 29 F -, 29 29 3! !7 /2 1 4 I 28 17 21 17 29 /2 J 09 2/ 7 I 31 /9 /4 23 21 2/ 2/ 29• 29' 2/ /4 /9 25 7 /1 /* /9 25 29 29 31 t7 17 8 29 3/ 3 t 4 29 31 18 29 } 1 2g, /7 /7 /6 29 Oyfsi /e face x f5itthr 7 /4 31 2P 4 6 31— /8 1" 29 3l 29 31 1 /7 8 3, 2, 2 28 14 at 17 ;2 3/ 2�J 31 29 2D e 29 31 31 le 11 31 17 ?9 12 14 17 12 28 24 hg 3/ 29 1412 1 28/r/6 51. 29 3/ i 12 25 /8 17 't6 cnnf 4'G 4'6 —' ToOTTOM Wait: Al! r e,in{ 9 unlets 5 vfher vvz5e. no/c.d. IVurnhe.rs ail Gnc/3 of bars IncbGal'e0 t i lonce ir: [tee./ from 5,►�c{r� . DESIGN By ZadietrtalSt DETAILS QUANTITIES CS 0 B;c%N., A.f 7-1/ a-ai CALIFORNIA Checked, w, Fon, 9-$1 ' DEPARTMENT OF TRANSPORTATION State of ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 1 0 t 2 F 1 3 STRUCTURES - DESIGN BRIDGE NO 35.2.52 R. ROUTE 92/101 SEPARATION -RIGHT BRIDGE C PROJECT ENGINEER REGISTERED CIVIL ENGINEER NO CU 04 apt 0 WO . 4a51 POST MILE SOT GIRDER REINF,-SPANS 42R THRU 45R Disroy;ard prints healing earlier revision dEltoa REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF 4. 13 4. 3")- 11\ 21 -CD" x nl-QY ACC€CS or�nirt5 (nee -le-) 1-1inc3c, f Edge of r � G,"+ Cored Holes eloecite cis re&uired to clean-- exist, edval. bolts. 0 co 0 co 0 ' N. _ Existing ,anchor bottt to rerrGttf In place ctHinge 0 Deck. t Hinge Restrainer Units - Fordetails see"Hinge Izestralrlernet2I Sent ena sheet. + Formtd 1-1o1e Drill 1 grout ''4 (—e 6t total 6, Place in ?/g"O x 6" deep hole *4 total 2 Hinge LIu t PLAN SECTION A -A DE TAIL "C" 1 i , ben+ 21R (Exis-tina,) PLAN 34c.* t'- O" it. Hirt e #6, total 2 Approx, location of existing prestressed girder anchorages - CI0Sure pour E�19e, of Deck_ Stacie 3Z Con siructi on New kcy� Se D etat I "A" 7 / st PLAN t Cz'Irder,New Const. 3711-7*PRodia/ fo e, Line - stage .E Cons/rae/%n Construction Joint diaphragm construction only. New hinge 1OTMx 14."x 3'k] Etastomtric P.>rej. Patel , +ot-, le Extsting raised key - See Detail "C" SECTION AT Q HINGE Drill l grout e6± total 4, Place in 1110 x 6" deep holes 0C , 6* Drill 1 clrout *6 -1 a a t total 8. Place in 1"0 x6" deep holes t Girder, New Const DETAIL "A" SECTION B -B 3/,G" - 1 +- d" 2ct Hinge t Hinge Interior C-,. irde Concrete Removal Face. of Concrete Barrier 4 4 Ex sfi rig Remove concrete to top of existing prestressed girder bearing plates. Exact location to be determined in the field I• rl x ;I . Exterior Girders PLAN JC Edge of deck DETAIL "D'I Existing anchor bolts -to remain in place p yor • PLAN let DIST. COUNTY ROUTE POST MILES —TOTAL PROJECT No sum DESIGN ENGINEER DATE APPROVED Nevsi key See Detail "I3' Place In 14°K Cdeep holes Existinq depressed Hincie total 19 . Place in 1"6x G" deep hole DETAIL II II SECTION C -C 52 00 REGISTERED CIVIL ENGINEER NU B R t Hiner Top of' Bearing Seat Existing depressed key Concrete Removal.. Existing reinf remain in place ,Sec &raj I "D" For limits at exist. 1:'/ anchorage • a S -c" SECTION THRU HINGE Reinforcement shown k assumed to be in place . For reinfOrcement in new e.onstruction BCC Prestressed Box Girder 2.4" 1 -tinge - Elasiorneric/ sheet DESIGN DETAILS QUANTITIES OS 01:9 B B By , "its' Checked -R . 0,A,k State of ,S, Checked RN\ Q CALIFORNIA 9. g" Checked 1._a k Fong 9-81 DEPARTMENT OF TRANSPORTATION ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 2 3 STRUCTURES - DESIGN 2 0 BRIDGE NO 35 - /2.52, R ROUTE 92/101 SEPARATION —RIGHT BRIDGE PROJECT ENGINEER REGISTERED CIVIL ENGINEER NO POST MILE r:z tea HINGE DETAILS — SPAN 21R Disregard pr nts bearing earlier revision dates --DP REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF 5728/1 7(91# I rile.. Cablt Uni+ 2'max, x 2' max. Deck O pert i ng , Sec "beta i I A" -Ppr Deck. Closure. Detail Iry r + 2l R ) r--� Cable Drum Un;+ 'z a 11 "- 1 .. G"cis H o I e, VIEW A -A Vick, hole Qp+Iona! Corner-- ---,,p V min. °'/G 4) hole for -7 3-1/z". bolts anchored into concrete Cy" hole, 44 i'- 4" Hin9e rrrr,rrzrrrrn -rrrrr=-rr-rrrrr.rrrr. _ ..rr-rrr �-r�rrrrrrfl- G"' Cores) Hole } _3" radius open i n9 in top v Top View Fror-t+ View SECTION C -C �Sull weld no+ required acjainst back plate inside of drum. %." FE. (curved) wel 22i End View CABLE DRUM UNIT Llote: i%2"=,L0U Galvanize Cable Drum Unit after fabrica+ior-n. Fill uni+ Lui+h concrelee before installation, Place Cable Drum Orli+ ore, Side. exit -fir -19 Paen+ 21 R, FPa9 Limit aft Cores! Holt 6'- %rZ" ± (klorrna l SECTION THRU HINGE 4/4'1= 1'- C3" O Cable Unit fob\ t°• i 07" VIEW B -B r cL, Gable, Un i+ 128" 44 holes for Suds, +otl 'Y DIST. COUNTY ROUTE POST MILES --TOTAL PROJECT "NOT TOTAL 01-i- a ►.41 2, 101 7// 9/T/29, /1..9 370 499 914. s. 6'', DESIGN ENGINEER DATE APPROVED B2oo REGISTERED CIVIL ENGINEER NUMBER Or/Q/ar ° /9Rf J 45 r3k_A++ Weld Concre+c Closure <75% min. pease+re,+ion 6" min. lap DETAIL A I%2 1'-o" Lilo+e : Replace, deck reinf. each direc+ior-t. I"+x OI- lo" 5 -fuel +hreaded e,nfire lent3+IH -r>p bear ng FL 2x IC) x01 -law END VIEW Wa skier, rnu+- 4 jam nut cock end Swa•e,c1 fi++in• s+ud ! 11 4'y.".4 Cable I shown required 6" 4 Hole, Place alnirns be.+w.¢en bcarin9 pla+z, and hinge, face. Torque nu+s +0 to in. i bs. Tighten jam n4.4+9, and rernove Shims. Shim +f-hickness 4o be cle+er- rnined b9 +he Engineer, SECTION X - X CABLE END ANCHORAGE ."= Licit : Cable, Swaged fitting) atud,r)uf ,,wotker and bearing Ft. +o be e9alyanized. DESIGN By ea- gaistiy 7/,, Checked State of DETAILS By L QUANTITIES S 01^.S By K• DJ '/81 Checked CALIFORNIA Checked L a i Font) q _g) I DEPARTMENT OF TRANSPORTATION ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 I I 1 STRUCTURES - DESIGN TY PROJECT ENGINEER REGISTERED CIVIL ENGINEER NO. Cu 042 10 3 wo 1 34G51 BRIDGE NO. 35-2521, ROUTE 92/101 SEPARATION — RIGHT BRIDGE POST MILE R 11.8 HINGE RESTR. DETAILS AT BENT 21R Disregard prints bearing earlier revision dates --i REVISION OATES (PRELIMINARY STAGE ONLY) SHEET OF q'%) I so 73 ItT7 _ Y[: ET' DIST. COUNTY ROUTE MILE"—TOTALPROJECT POST MILES 't4" Nun —TOTAL 04 SM SZ /0/ r/z9, //9 37/ 499 Prestressed Concrete S,oan &/6, horizontally - typical ¢ u - typical to hold Girder reinf, continuous through joint #4 4 both ways , typ, /, 6,l ,5-0Consfruc/ion joint , c 6" # 6, tot, 6 Top longitudinal reinf= see "Top Girder Reinforcement"sheet Bottom long,tudina/ reinf', - See 'Bottom Girder Rein("sheet *sU@ems %4" Groove' /1 0" -06 \. tot, 6 6 eau&/ $ CCFs tn h Girder reinf, continuous through joint CONSTRUCTION JOINT 3/4:/&Q" 'Kg flfaA,o, DESIGN ENGINEER DATE APPROVED 8200 REGISTERED CIVIL ENGINEER NUMBER October 26 /9e / DESIGN it; /JAWAY tjY Check el 17- r hilt,rrn- cv DETAILS QUANTITIE DS 01:9 *1 Checke e,�d X%iap Checked Lai Fon ot-el ORIGINAL SCALE IN INCHES I FOR REDUCED PLANS 0 State of CALIFORNIA DEPARTMENT OF TRANSPORTATION 1 1 STRUCTURES - DESIGN BRIDGE NO 33- 262,2 ROUTE 92/101 SEPARATION -RIGHT BRIDGE PROJECT ENGINEER REGISTERED CIVIL ENGINEER NO I CU 04 2/0 3 WO POST MILE ,e i/,8 CONSTRUCTION JOINT- SPAN 2 2 R Disregard prints bearine earlier revision date. REVISION DATES )PRELIMINARY STAGE ONLY) S4 SHEET OF 13 4 ;o_ r; 1.7't :44- X42 "2- Hinge C/osure poor fbr joint sea/ assemb/y ;'t'ey_s - See Pres/ressed .^7irder "SE " connector #6 B'- o e. /6 max (Not required within /'3" from « girder) -- See "Join/ Sea/Assembly— sheet Mg4 /' 6„ 8'-9" lop /any. reiinf ✓ h to%o/t'NExtend to edge of deck *4`—'typ.to ho/dtcn N / to/al 5 $9 ) a 8 Extend bottom /anq rein f Grillage *4G 4 both ways see *4 $6 iota/ 4 N Extend /o edge of deck -N total /2 6 � ' fofo/ 5 I e #7 /esNot 3) -- '4Y6 z -1 & f max fl Hinge -5 a /6 horif #4 r c�B Main Girder rein/ ¢6 to/o/ e n Extend lo edge or clerk typ. /o hold *6 n eco- 2 @each girder *6 \--/ total 4 #5 CI e e t Ex/eud bo//am /a/7g rein/ - Dowe/s See `Concre% Barrier Termiha/ secficns ",517eet �-'"6 fo fa/ 3 Extend /o edge of deck '°7 C8rna r 's 1 H8 #7 L1 a8 8(Note 3) 44 ---I fo tea/ 9 .06 \ / iota/ /0 7 SECTIONS THRU HINGE NEAR BENT 32 "NE" No/es : Indicates cast -in -p/ace concrete lo be p/aced offer prestressed girders are stressed ("SE "Connector). Sapporfing side o f hinge is to be cans/rue/6d first and bearing pads proper/,y pas/frontal. Concre% to be same sfrengfh qt-aa'e as easf-in ;o/ace ,prestressed concrefc . Fa/se work Jo remain /n p/ace unfit concrete has atfained a s/renq/h of at /eas/ 3000 /bs per sq . • For 'Mae 5 Data,? "A "arid di ad//Ono/ have defai7s 1' notes see "Prestressed Box Girder 24"Hinge - E/asforncric " sheet For Hiinge Restrainer f y/* and •number and L'/as forcer -/c Bearing Pads see ''/-/inge Restrainer Layout "j'heef iPighf Sridg e . OS 91 9 DESIGN DETAILS Y stick f� C. 5 LA II A 66/ Checked Checked QUANTITIES BYe , AL Checked Lai Fong q -8I ORIGINAL SCALE IN INCHES FOR REDUCED PLANS State of CALIFORNIA DEPARTMENT OF TRANSPORTATION STRUCTURES - DESIGN DIST. COUNTY ROUTE POST MILES —TOTAL PROJECT Ro- TOTAL WITS 04 SM 92, 101 77/9/7/2.9, //.9 372 499 DESIGN ENGINEER DATE APPROVED SZo0 REGISTERED CIVIL ENGINEER Qcyoher 24 /98/ U BER BRIDGE NO. 35-252R RTE 92/101 SEPARATION - RIGHT BRIDGE r Jt.r•a L \\, s Z.a PROJECT ENGINEER REGISTERED CIVIL ENGINEER NO Cu 04210 wo 134651 POST MILE R I I.1' HINGE DETAILS NEAR BENT 32 "NE" Disregard prints hearing earlier revision dates ---i REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF "i3 9919 - • E en 0343-139 J a € Hinge - jMir L 3= " #6L @9 € Hinge -� 3=0" C @s / PLAN Also at Sloping Exterior Face) — L — J L --J —J T I 1 r— r — L J L r r ti PLAN — 1. n 1 r —1 1 r — J 1 L —_J I L - /-9 Key 1 "/ H/NGE NORMAL TO GIRDER -Joint if skew > 200 Girders -- 6 #6 3r-0° 4 - Above 8 be/ow hinge seat 3' /1 min. /""min., 3 "max. Clearance to ICior«1bars H/NGE SKEWED TO GIRDER If utility openings are required, locate between bearing pads. VERTICAL EXTER/OR FACE 4 — 6 of all utility openings SECT/ON AT £ H/NGE O a 3'-D" :I(.1 4-6 J r — I Chamfer acute corners of key with triangular strips of expanded polystyrene. r/, / 1 / L 6" 2"4 ho/e B wide recess of bolt One nut and one jam nut each end - Note: Nuts, bo/ts and plate washers shv// be pointed Expanded polystyrene washer. Thickness Round bar threaded both ends. /GW" f A449 or lib". prestressing stee/\ 2.'6"f pora//e/ to C structure at center of each boy. Note 4 C k' 3/4 X 6 A O 6 /f hinge is strewed, recess concrete so q/ote wi// bear on surfoce normal to E bo/t. EQUAL/ZING BOLT DETAIL This detail not required on structures with on/y one hinge. - Face of ext. girder at soffit /" Expanded Face of ext. girder of beoring seat polystyrene Edge of deck Outside face of exterior girder O � Exterior girder SLOPING EXTERIOR FACE Key. See Bridge . Pions / for number and location Stirrup spacing //2" Expanded po/ystyrene at sides of key Expanded polystyrene See Detail P/ons r Hinge '5 1„ tot 6 vo-{ 3-0" 6�o e6max 1 � SECT/ON 8-8 Typical reinforcing placing details. PLAN KEY DETAIL SECT/ON C -C Barrier not shown #6 I-, g 16 horiz. 1*" 3=0'� 6- 94* Above 8 below hinge seat SLOP/NG EXTERIOR FACE NOTES I. See Bridge Details ® 8 V DETAIL K p 8 equal spaces co AI Expanded pdystyrene . Some thickness as beoring pod. EXTERIOR FACE 0 Vertical 9" Sloping /1-3" 3" DIST COUNTY ROUTE POST MILLS —TOTAL /IOJLCT s11LLr N. TTT.� aLLLTL 04 sly 92, /o/ T//9/772.9 , ft 9 3.73 499 (11'1, e • ,- ,zti 8200 V6S16N CNOINISE11 111141111111119 CIVIL fN1LRru NUM San LenNrn nc�o6Pr e6; /9R/ P/oce bearing pads at each girder and between each girder. E/ostomeric bearing pal See pions for size. Leve/ 3" SECT/ON A -A TYP/CAL BEARING DETAIL Jo#77 ,see/ Assemby H/r/ye near- Bent 3&,e,-M,e. 4" H/nyer7e,er 5ent42,e,',vie,1" #6 tot. 5 \ *7@82 II @8 Main girder reinf '4 tot /6 - `6 tot. 5- 1. (Bottom long/"t feint( #7 eV «/o to 3) 2 To provide for free movement of the completed hinge, concrete is to be excluded from the joint by sealing all 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/oce two bolts at 3 foot centers in either adjacent ce//. 5. Adjust angle of burs of key to clear. 6. "La= lie -ON when skew < 204 /O' O" when skew > 200. 7. Reinforcement shall be spaced along t of hinge and placed paro//el to t structure. 8. 7 §a 8 when structure depth is less than 6'-0 9. #5 g 8 when structure depth is equal to or greater than 61-011. SECT/ON THRU HINGE • �. p Hinge ;co - #7 2 @ 8 (Note 5) /'- 6" PLAN Prestressed girder /=6" #4� -#6 tot. 6 Top /on9itudina/ reinf. 1 A� Z� C Hinge /" Expanded polystyrene =on 6 c@8max. #4 r.__.I typ, to hold r7 - .5 ea 2-* 9 r" @ ea. girder #s,___dtot, e #6 @ /6 horizontal ,t'eys-See °Detail /1'" #4L @ 4 both ways #6LS tot. 3 /¢ "Groove #6O ] @B -#5 1@a @ 98 B e2". Extend bottom long/tudina/ rein( /rid/ogles tha Supporting side of 'fhe Cast in -Mete conct-tz to be p/aced Qftter pre1rfresr/ng , Concrete to be same streny7h grade QJ' Cc/ft-1/7 -P/ece 1The ,st/-¢ 1rs Concrete, DE.5/GN LOAD/NG DATA Girder Depth Max. Foctored Hinge Seat Load. (k/ft I Key Size and Mar. Transverse Load Vertical Longitudinal Depth Load/Key 4' _ 38 7.7 6" /90 k , 51 47 9.5 6' 57 // .4 7' 69 /3.8 8'8 over 83 /6.6 • STANDARD DRAWING 0 FILE NO. XS•I2-60 DD'Ab.:7"4 N -OS -0 IL, DESIGN DETAILS ST 0, t t,�s,, GTDDL anccs/er Checked e-‘„ Checks"%/k eztv., SUBMITTED r 1C _ 0 I fib V`� Stott of CALIFORNIA DEPARTMENT OF TRANSPORTATION ORIGINAL SCALE IN INCHES FOR REDUCED PANS 0 g r 1 1 3 STRUCTURES -DESIGN BRIDGE No. 35-2522 RTE. 92/101 SEPARATION - RIGHT BRIDGE PROJECT , ` " ` S a ENGINEER Cu 042/0 WO /3465/ PMT NILE R//.a PRESTRESSED BOX GIRDER 24"HINGE-ELASTOMERIC Disregard prints bearing earlier revision dates --i REVISION OATES (PRELIMINARY STAGE ONLY) SHEET 33 '-7 or3 DIST. COUNTY ROUTE POST MILES —TOTAL PROJECT /Xf[1 TOTAL Ct Hinge ti I L I L- 3' 0" *6 [ @9 C Hinge o #6Ee9 (Also at Sloping Exterior Face) r -7 L — J r L J T L -- r - I r--1 I I — J L J I L_ —J L 1 PLAN I r /•911 Key /-9 HINGE NORMAL TO GIRDER -Joint if skew > 20° Girders 6 -6 3' 0" SLOPING EXTERIOR FACE 3'-0„C� 4 Above & be/ow hin9e seat 3* min -_ /"min., 3"max. Clearance to rior(ibars aY PLAN HINGE SKEWED TO GIRDER If utility openings are required, locate between bearing pads. VERTICAL EXTERIOR FACE 4-46 at all utility openings SECT/ON AT £ HINGE Typical reinforcing placing details. 7 J Chamfer acute corners of key with triangular strips of expanded polystyrene. / r / -J L /Key. See Bridge Pons for number and location Stirrup spacing 1/2" Expanded polystyrene at sides of key Expanded polystyrene See Detail Plans I- OE Hinge '5 I tot 6 2101 31 0'I z6-1? P 6 max M E girder SECT/ON B -B PLAN KEY DETAIL 2"4ho/e 8" wide recess at bolt One nut and one jam nut each end - Note. Nuts, bolts and plate washers shall be pointed Expanded polystyrene washer Thickness = Round bar threaded both ends. /WO A -449 cr 413"o prestressing steel /I optional / Bolt parallel to £ structure at center of each bay. Note 4 This concrete shall be placed after the 4lower hin' : seat. E34 x 6 x 0-6". If hinge is skewed, recess concrete so plate will bear on surface normal to E bolt. If 'X "measured parallel to E structure exceeds 3 �0"the right end of the bolt assembly may be cast in the concrete a min. length of 31-01! 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 [dye of deck 6"._] F� SECT/ON C -C Barrier not shown 3 =0"/ 6 -4t6 -7e4* Above & below hinge seat. SLOP/NG EXTERIOR FACE NOTES: /. See Bridge Details & IL -Outside face of exterior girder. Exterior girder Expanded pdystyrene Some thickness as bearing pod Joint Seal Assembly -- Hinge near Bt.28R ;MR =3" Hinge near Bt.32R;MR=3" Main Girder reinforcement. #6 ILL 3 @ 9 (Note 6 ) EXTER/OR FACE D Vertical 9" Sloping /1-3" T1/.9/T/2.99 //, NO 04 SM 92. /0/ ° .g."; ,ret DESIGN ENGINEER DATE APPROVED Place bearing pads at each girder and between each girder. PLAN Elastomeric bearing pad See plans for size. SECTION A -A TYP/CAL BEARING DETAIL 2' 9" #7� @ 9 (Note 3 ) #6 total 3 (Note 8) #9 @ 9 max. 4 8max. #51� @ 9 #6r #9 2 -#9 @ ea. girder (Note 6) -1 #4 tot. 16 (Note 9) 5 9 #6 \--0 tot. /O 4- 2" t Hinge (-#6q@ 9 max. #5 o" @ 9 �L Bottom long. reinf. rt 3/4" Drip groove, place on low side of hinge 2 To provide for free movement of the completed hinge, concrete is to be excluded from the joint by sec/Mg all 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, place two bolts at 3 foot centers in either adjacent cell. 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 C. of hinge and placed parallel to structure. 8. #7 19 when structure depth is less than 6'-O'.' 9. #5 @ 9 when structure depth is equal to or greater than C-0". • // -40 374 499 PERIETERED CIVIL ENGINEER NUNICR /a8/ « Hinge / . Expanded polystyrene 6 tot. 5 Extend to edge of deck. 6 tot. 5 \---0 #9[ @9(Note 8) #5C 0 9(Note9) 2-#9 r I @ each girder (Note 6) #7 \, @ 9 max (Note 3 & 5) 10 #4 @a l8 max. #6 total 3 Main Girder reinforcement. i f i 2'-9" III LI' 9 (Note 6) SECTION THRU HINGE DESIGN LOAD/NG DATA Girder Depth Max. Factored Hinge Seat Load (k/ft) Key Size and Max. Transverse Load Vertical Longitudinal Depth Load/Key 4' 32 6.3 6" 190k 5' 37 7.4 6' 43 8.7 7' 50 10.1 8'& over 58 11.7 FILE No. XS'I2-62 DRAWING I / 8 I DATE DH-0SD 147 DESIGN DETAILS SUBMITTED BY STANDARD DRAWING IBy a. C I Checked /2' 7, �iX n. I BYDDL�yancastewrlJ C' ked C� �? .11 RAO val Recommended By ', SON CIVIL ENSIN[ER yr_ 7989 ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 State of CALIFORNIA DEPARTMENT OF TRANSPORTATION I t S STRUCTURES -DESIGN BRIDGE No. 35-252i ROUTE 92/101 SEPARATION - RIGHT BRIDGE ENGINEER \\. L -" CU 04 2/0 WO /3465/ POST MILE /18 BOX GIRDER 24" HINGE - ELASTOMERIC Disregard prints bearing earlier revision data --► REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF 4181 54 7 3 DIET. COUNTY ROUTE POST MILES -TOTAL PROJECT ton SM 92. /0/ T/79/T/2,9, //.9 375499 '"63 Lire gestrvir/er G/i7mt iye 24 Toter/d-G 0Q4/eS eq. i33 „Line .. ",43 " L / rs e —F— I Vertical ,eeStrair7er Toter/ -�--�_ Kev :e 0 H/NGE NEAR BENT 25R /2K/4A3!2N f/estomeric Bearing AI9 . Tote/ G /¢'r /at' >- 3"aflame-it 5rarry Pods. Toterr/ o ✓err/CA/ $estre/ger Tot4/B Key I I 1 • Res/rawer Milt Type 2A Tot / 8- 6, cab/es e9. HINGE NEAR BENT 32,? 7/1/28 /2'w /2 e3Vg" E/artomerrc /3eirny Pads Totes/ /c Reit woe,- l./iit Type ?p Totq/e - 5cgt/e,1' e4. --- -4 - It Ii N I J -i _ i Vert/Co/ rzestrq�rrer Totes/ HINGE NEAR BENT 39R • /2's /2 : 372 " E/is tomeric Bear/ill Pndf. Mfg/ /0 L --A/1 Zinc: e - DESIGN ENGINEER DATE APPROVED Notes' ----- /nd/cates existing structure 82 OD REGISTERED CIVIL ENGINEER NUMB Or/oA.�r c'6` /9B/ /not/cafes rear side /ndicates far side Sca/e: -g/a"" =T-0" - girt/ca/ /zest,-rnner Tot9/ /7 • a as trainer Unit 7y.t ?A Toter/ /7 - 5ceb/es eq. HINGE NEAR SENT 32 NE /� c /o'(2'cif !torr/eric Pespyny Pads, rota/ 5 HINGE NEAR BENT 42R Vertical aes trawer Tate/8 --_ gestrawncr /dnit Type OA Tcta/8-5cah/es e4. DESIGN ZZ for - , --- ale I Checked B DETAILS J—' Checked QUANTITIES DS 01:9 By/ / , A , f. 9-4/ Checked utI von, q _et ORIGINAL SCALE IN INCHES FOR REDUCED PLANS CALIFORNIA STRUCTURES - DESIGN _ DEPARTMENT OF TRANSPORTATION C. � �-�- C. k\,szo PROJECT ENGINEER REGISTERED CIVIL ENGINEER NO. 1i I CU 042/0 _iwO /3465/ State of i I BRIDGE NO 95-2528 POST MILE i ROUTE 92/101 SEPARATION RIGHT BRIDGE Disregard prints hearing earlier revision dates HINGE RESTRAINER LAYOUT --1 REVISION OATES (PRELIMINARY STAGE ONLY) SHEET OF 55 13 161414,0 .,)'A' - „v L = See table O Bent C Hinge i \ -C Cable units See other sheets for number. Grillage :'y 1 J_ TYPE A Torque nut to 45 ft lbs. then back off at one end of unit a distance equal tc the maximum additional amount that the hinge joint is expected to open. Washer, nut and jarn_ nut each end. /"$6 x OL/O'stud (threaded entire length) 3 1 O"min tails may be used in place of , loop. ELEVATION Plate B CABLE UNIT 5%is 3/8" Swaged fitting and stud /n expanded polystyrene Vertical restrainer %4" 0 cab/es "0 PVC pipe Recess as required 46 f 'r t L= Bent C Hinge 4" + O Cable units Vertical restrainer LONGITUDINAL HINGE RESTRAINER A = 14" e/astomeric bearing pad a SECT/ON VERT/CAL RESTRAINER Plate B SKEWED PART PLAN SECTION C -C Grillage: *4x /16"@ 4 horizontal # 4 @ 4 vertical tot.4 J cb I N TYPE B ti 0 -co co Nti IE/x5 co co 4 co co J (0 h N( N DETAIL - PLATE B 2 Hinge O Hinge DIST. 04 COUNTY SM ROUTE POST MILES —TOTAL PROJECT 92, /D/ T//.9,�T/2,9„9 '}1. a . C9' ;4gra�l-n- DESIGN ENGINEER DATE APPROVED SHEET No. TOTAL 376 499 J� 4 REGISTERED CIVIL ENGINEER NUMBER Oc/ober e'4 /58/ K -Hinge restrainer concrete to be constructed fu// height of girder. #6]@/2 Girder stirrups ri!o„ #5i)@6 /" c% #6 ] tot. 6 SECT/ON A -A #61 @ /2 4" chamfer (Girder 4'JJ 5i O" frOm 4" chamfer SECT/ON A -A (ALTERNATIVE ) (Girder Notes: See other sheets for location and number of longitudinal and vertical hinge restrainers. All steel parts shall be galvanized. • Rest. Location ReLo Lenggth (23' 0 ""Rt. Bs Linel Near Bt.28R 20L.9 "2-` Near Bt 32R 201-9W -± Near Bt.32NE 4 221-0" f NearBt.39R 20'-2 2't Near Bt 42R 201-2 2"f STANDARD DRAWING FILE No. XS -I2-53 DRAWING I P / 8 0 DATE t- (� DH- OS D147 (REV 12/73) DESIGN By Checked Checked By $C Gg kGblbger SUBMITTED BY /�% •, .,t.„,-, DETAILS Approval Recommended By 4 RV 0 /Ash 7 OCSIGN SUP ISOR 989 REGISTERED CIVIL ENGINEER NUMBER State of CALIFORNIA DEPARTMENT OF TRANSPORTATION STRUCTURES -DESIGN BRIDGE No. 3s - 2521e PROJECT ENGINEERI' ""_ C VN$ z_O POST MILE 2//B i +=Measured on 'NE' Line . ROUTE 92/101 SEPARATION - RIGHT BRIDGE RESTRAINER UNIT TYPE 2 ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 T 2 3 CU 042/0 WO /3465/ . Disregard prints bearing earlier revision dates REVISION DATES (PJjIMINARY STAGE ONLY) 1 SHEET 56 OF 73 EST. Aon. 11171- 00 11.71 E0 CIOAA -� --�� Face of Barrier % @ 6"max ctrs Stagger Top of Deck 46 Gap O Face of Barrier 1%2" open holes @ 18" PLAN P/ace anchor bolts for Cover £ on approaching traffic end Sfo, 99L. Cn/t BOLT 8 PLATE LAYOUT -44-(A? Bar 4X% L 4X3X%2 Stop on high side 9 of deck HIGH SIDE BARR/ER DETA/L r" /0" F-- — - - 1 I r I II 1-1551 1 Ni /j// /,/7 r VIEW B -B Cover , 3/s" x /31' wide sheet neoprene Cover /L See"Plan Bolt 8 P/ate Layout" 3/4„ 6" / / Face of Barrier ` i ;,., /T) ( 111 /11i SKEW -c 20° 1 12n anchor studs @ 9 "1 5/8"96 A-325 bolts, /34" reach. Torque to 150 ft lbs Bar 4 X34' L'4 x3 '&2 /e Chamfer x 9"anchor studs @ 9"if. Bend to c/ear paving notch or when required �i at c%sure pour. Paving Notch or %2 g Max Temp Normal to joint %4"" Beve/� 4" /P2" Closure Pour Limits ?Ij SKEW 20° �C `—► Match slope of Barrier or Curb face Bor 4 x 3/4 Cover /P — b6 Gap ,Bar 4X%2 l• • Tight Fit k4 W I A 3/s' x/3" wide sheet neoprene See "Plan Bolt 8 Plate Layout" Bar 4 x/4 LOW S/DE BARR/ER DETAIL (See Note "B") '46 Gap P4 Bar 2X%4 x5 Note 'A" Cover It 3/8 x8%2 x18 Bend to match face of Barrier SECT/ON D -D E +42 2 ""min c/ear (Typ) I � I I I -- J- /%2" )/y, Initial Pour Limits--- ////'///11ii is Gap Tight Fit 4 SIDEWALK DETAIL (See Note "B") /0" II r N VIEW C - C Cover E 344'x/3"wide sheet neoprene %6" Gap fix S '- Typ „a„ Exact width to be determined by the Engineer. DIST COUNTY ROUTE POST MILES —TOTAL PROJECT 11710 TOTAL SHEET: Cl SM 92, /0 77/9 7/e9 //. 9 377 499 . 0 " c+,_ 8200 DESIGN ENGINEER /-Y4' Recessed hole-Typ. DATE APPROVED OcfobPre°C, t9A/ 3/4"O Hole in Bar 8 Angles - Typ v)NIZA77,z3 REGISTERED CIVIL ENGINEER NUNEER 'r nTop of Deck Use installation bolts extended //2 "177th and coat with bond breaker. After concrete has cured, remove installation bolts, install A-325 bolts and sheet neoprene. ni X 12" anchor studs & 9"1 Closure Pour Limits Tack weld nut to angle at 2 locations. 7/e "X 8"anchor studs c9 9" f (5" long in overhang) --3/16"x 13" wide sheet neoprene. Match SECT/ON A -A existing joint width for closure pour 222"",1 Bar %g' ° //4"V i // ANCHOR STUD Cover ft -Bar 6 x3/8 P4 Bar 2X%4X5 Note 'A "" SECT/ON if -if J Note Stagger anchor centers thus: • studs & 4 /21 on 11 I 4P4 Adjust spacing to clear existing prestress anchorages at Bent 2/R Joint Information ""a'" Dimensions Location M verpent �?ating (M. R .' Skew Winter Summer Spring a Fat/ 218 4" 25° 3" / %" 2 %a" 28R,32R 3" 0 2 /4' /3/4,911 %s" 2" 32NE, 39R,4/R 4"" 0 3`" l /2 2 %4"" Notes Fu// penetration butt welds may be substituted for the fillet welds on a// 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. l8 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 /one lines. All metal parts to be galvanized after fabrication. Sheet neoprene shall be fabricated in one continuous piece or joints shall be Evulconize d. Neoprene sho// be fabricated to bend around corners. 1 holes in neoprene sheets shall be drilled or punched so that the neoprene is not distorted at the time of installation. Note 'A" Insert assembly or expansion anchorage for 5//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 0.5 or less. I STANDARD DRAWING FILE NO. XS 12-59 DATE DRAWING 1 / 80 DESIGN DETAILS By k i- By K. C. B/echinger Checked Co (O_ % L T 6G* -vim Checked SUBMITTED BY DS D147 J / z Approv Recommended N PERJ1D SU GN PC 5OR REGISTERED CIVIL ENGINEER Aatii UMNEIE_ f8 [ / State of CALIFORNIA DEPARTMENT OF TRANSPORTATION STRUCTURES -DESIGN BRIDGE No. 35-252/e ROUTE 92/101 SEPARATION -RIGHT BRIDGE PROJECT 2t G \\, S 2v ENGINEER � POST MILE P N. JOINT SEAL ASSEMBLY (MAXIMUM MOVEMENT RATING = 4") ORIGINAL SCALE IN INCHES FOR REDUCED PLANS r 2 3 CU 042/0 WO /3465/ Disregard prints bearing earlier revision dates REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF 37 73 DIST. COUNTY ROUTE POST MILES —TOTAL PROJECT or E 04 SM 92, lot T/%-9/T/.f 91/Z9 3761 499 258 250 J. 6.• ".83 LINE 25/ 259 ?5/ 252 Cons/ Join?' • A f 253 254 1 O! , , I,,A I/ V I+, 5832 B24R 'ENy L✓NE 260 o== f_===-____- arm tii, )I N _— -- — ✓ V 267 LNNinge� I,I 1T' 141 839R 268 5408 13 83/2 26/ "N61' 261 S 1 8 3 3 /{inge� Z �NE 83 262 255 O I� -- - B26R B27R 256 625R PLAN (BENT 21 RT TO BENT 29 RI) linye z 263 8348 PLAN (BENT 29 RT. TO BENT 39 RT.) N N 269 270 27/ 272 1 — _ � _ _ _ = 1= _ _ — _ _ _ t ,+, I I I4I 11TI' •y' 4- I i;i I, 2 R _ - - - 842R1 - 4 543R B4/R PLAN 264 257 • ' ) , r I , f�V I / /Z) ^ 14 0 LI et lri el 1 828R Hinge • #4.2¢ Ninge et; (BENT 39 RT TO ABUT 46 RT.) I I O -- ______ a >1 '-f, I I , '4 • I 265 111-77t i 1336R 597I? 273 LEGEND 266 258 r/ Q DESIGN ENGINEER DATE APPROVED REGISTERED CVIL ENGINEER NUMBER October 26, /98 / " L /NE i,I 538g 267 II-- Type Q - / Drain (Modified ) ® Type D-/ grain iblochFied) with verfica/drain outlet • , ;t* Co/unnn receiving drain ,pipe Drain pine 4. 12/red/on of drain ou//e/ ,-"13.3" L / NE 4R,A DESIGN kc 13 Checked -Rh a DETAILS /(CB 7 Checked G QUANTITIES OS D1'8 6 A' I� 9-e/ Checked ` at State of CALIFORNIA Fong q- Sj DEPARTMENT OF TRANSPORTATION ORIGINAL SCALE IN INCHES FOR REDUQED PLANS 1 I I 3 STRUCTURES - DESIGN PROJECT ENGINEER cu 04210 wo 134451 I BRIDGE NO. 35-252R RTE 92/101 SEPARATION - RIGHT BRIDGE POST MILE 274 I `I Abut 46R '1' f3.39R NOTE ; This sheet accurate For drainage de/ai/s on/y, U.S`t 1." 0•11-.•�. ., YS. Disregard prints hearing earlier revision dates —1 DRAINAGE LAYOUT REVISION DATES (PRELIMINARY STAGE ONLY) I SHEET 58 OF -(3 4i DIST. COUNTY ROUTE POST MILES —TOTAL PROJECT No. TOTAL I Spi i 04 SM 92,101 7//,97'/2,9. //,9 379 -99 6 " X O. /35" Stc/ drain ,pipe -` _ _: H Ye? 2 PLAN IONS Slope to drain Pipe suppor /s G /O ` rnax SECTION A - A DECK DRAINS AT BENT 22R \ \ I -,.\ \� f \�\ \ \ �! v;.) \\ \\\ \ \� \ A G Bent 22R C'Eye rod and three/deo' inserts 9 0,-0" ma/chant. `,th "bo/t P/PE SUPPORT DE TA /L no scale 6. c9 ``�vn0. DESIGN ENGINEER DATE APPROVED 611.(0.135#' Stec/ drain pipe --r 4 it 'PLAN —1- 1 S/aloe fo drain Pipe- suppor/ SECTION B - B DECK DRAIN AT BENTS 23R, 24R,25R,26R,27R,29R,30R,3IR 32R,36R 8c 37R Nole : DESIGN By C Checked ri� DETAILS 1<0.5 45/ hecked QUANTITIES os otcs BY r •J • 9-s/ Checked ORIGIN FOR REDUCED PLANS State of CALIFORNIA La 1 Fo n g gest DEPARTMENT OF TRANSPORTATION AL SCALE IN INCHES 0 1 1 2 3 STRUCTURES - DESIGN L \I,CZ;s PROJECT ENGINEER REGISTERED CIVIL ENGINEER NO cu 04210 wo 13465! BRIDGE NO. 8200 REGISTERED CIVIL ENGINEER NUMBER Oc/c76tcr eaC./.98/ Ve r t i'ca/ pipe in co/urnrn fo be on same sia'e oe ours/e f See "Orainoge Layoff/ " sheet for local on of drains re/a bire to benfs and out/e, /oca/tons. See "Dec,4' Drain -Type Di hshee/ for drain assembly de/cnls and add/bona/ no/e6 Co/umn bars may be moved /o c/ear drain pfDe 35-252R RTE 92/101 SEPARATION - RIGHT BRIDGE POST MILE R II.8 Disregard print* bearing earlier revision dates --► DRAINAGE DETAILS I REVISION DATES (PRELIMINARY STAGE ONLY) SHEET I OF I 59 73 10257 - TO e»o [0.0439 4.9 DIST. 04 COUNTY SM ROUTE 2 , lot POST MILES —TOTAL PROJECT SHUt Tor" 51 No Inits 7//,9t/T/2. /X 380499 6" x D. /35 " Steel drain pipe - ti ¢ Sent Vertical pipe /p column to be on same side as ouHe/ PLAN S/ope /0 drain ) i p/ Supports c /0'max. SECTION C - C DECK DRAINS AT BENTS 27R & 388 6"x a/35" Seel drain • 6 "x 0.135" Steel drain pipe ---1 —: \ 1 1 Ipe 0 11 I 11 1 it 1-- PLAN S/ope to drain DESIGN ENGINEER REGISTERED CIVIL ENGINEER NUMBER DATE APPROVED 8ent33R i I i 4 SECTION D - D Slope to diaii1 • Pipe support SECTION E - E I DECK DRAINS AT BENT 33R DESIGN By K c Checked r DETAILS QUANTITIES Ds D12o HY/K CB 4Br Checked ^h BY 9"J Checked Lat Fong g -e1 ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 I 2 State of CALIFORNIA DEPARTMENT OF TRANSPORTATION STRUCTURES - DESIGN BRIDGE NO 35-2528 cc-lc/to,- 26, A98 RTE 92/101 SEPARATION - RIGHT BRIDGE 1 PROJECT ENGINEER REGISTERED CIVIL ENGINEER NO cu 04210 wo 134651 POST MILE R U.S Disregard prints bearing earlier revision dates DRAINAGE DETAILS 1T REVISION DATES (PRELIMINARY STAGE ONLY) SHEET 1 Go 13 1629 - 1.1", u:a-LM A, DIST. COUNTY ROUTE MILES PROJECT 6Mo. TOT L• POST —TOTAL 04 S M 92,101 T//.91T/2 9 //I 9 38/ 499 i-6"< O./35" Stec/ drain pipe 2 _ _\ \� \`- - - } PLAN \- ¢ Bent 35R L r, Pipe supports G /0' max -Slope 710 drain -- i 44 SECTION F - F DECK DRAIN AT BENT 35R I II II ,I 6" x 0. /35' Steel drainpipe rr II 2 Slope to drain SECTION G - G Pipe sappor/ 1_ DESIGN ENGINEER DATE APPROVED PLAN SECTION H - H inoo REGISTERED CIVIL ENGINEER NUMBER Dc7/U,Pr 24 /95/ 6"X0/35" Sfee/ drain ,o e ?tared or sleeve co/nee//on DECK DRAIN AT BENTS 43R & 45R DECK DRAIN NEAR BENTS 39R,L40R & 4IR DESIGN 13y Kc Checked DETAILS ByXC. B, 8/ Checked r QUANTITIES DS D1S9 .1- 9-2/ Checked La% Fong 9_81 ORIGINAL SCALE IN INCHES FOR REDUCED PLANS State of CALIFORNIA DEPARTMENT OF TRANSPORTATION STRUCTURES - DESIGN BRIDGE NO 35-252R RTE 92/101 SEPARATION - RIGHT BRIDGE C Ay, t z O PROJECT ENGINEER REGISTERED CIVIL ENGINEER NO. cu 04210 wo 1%4651 POST MILE R f1.8 DRAINAGE DETAILS III Disregard prints bearing earlier revision dates -i REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF i3 k :.l 6l :nn -sec ac c3.o-i,o 3? DIST COUNTY ROUTE TOTAL SHEETS Para//e/ to roil or curb Drain 6"O x 2'-0" Steel pipe. Typical location except as shown in SECT/ON A' -A' PLAN— DECK DRAIN ASSEMBLY 9" 7 -Slope to drain 1-4-7'411 Blank bolt /2'4x /2; tot. 6 (typ.) Fu// penetration butt weld to SECTION A -A FRAME 8%4" 0.135" sheet metal SECTION A' - A' (At drains near Bents 39R, 40R 8 4/R) SECTION 8-5 Detail A /-O TYPE DI DETAIL 7-7 Bar Az x1/2 x/'4'/2' (Details typical except as noted) /""OD. spring */3 W8Mgage stainless steel, 2"free length. Spring constant of 24 lbs. /in. Spring to have flat ground ends. Bushing 3/4"a° //2" ID A- ///8" L 2/2x2x //4 k /"4" Bar 4%2x x /16" —Bar 2x1/4x/f4" GRATE Bar /%2X3/8 x/`-3/4' .3//e typ. Bar /%2 x %4 x 01 /%2 " with /-51W 4 ho/ 1/8 Bar 3/4 x 3/6 x /i3411H ', SeeBar detail This sheet supersedes Sheet No. B7-6, page 107 of the Standard Plans dated January, 1981 for this bridge only. Details revised, removed 81 rearranged. Sheet title revised. %4' bolts # 8 "ctrs. field dri/led Boll or weld at contractors option DETAIL B Vertical pipe same side as drain outlet. See "Drainage Layout " sheet. 6" Px 2'-O" Steel pipe. Typical location except as shown in SECT/ON Al -A' Seal by caulking Slope to drain -2% min. 6" 4/8" bent threaded rod with / hex nut 8 /kis O.D. washer. Tackweld nut to rod. Bar 2//4x%2x/-4W Bar 2A /i4'' 5i8' ////typ. 2%8" DETAIL A Lock bar //2x //2 x /" it/1ff//Ai// li %8 /ACA LOCK BAR Bar /%2 x 4/8 x /"33/4 M i Blank boll //2" 4 x /2" L 2 X2xt/4x/"4" POST MILES TOTAL PROJECT No T//. 9 T/2.9 // 9 38 04 SM 92.101 2499 91.8 - '10. DESIGN ENGINEER DATE APPROVED 3"c/ to frame DECK DRAIN LOCATIONS DRAIN PIPE AL IGNMEN T Finish Grade -m Apply adhesive sealant on pipe periphery to sea/ joint. Secure each end of sleeve to pipe with 3- '"/0-24x %2" se/f lopping hex head screws. 6" ,/a"Ili7lwwti., -- E Column DRAIN OUTLET B ZOO REGISTERED CIVIL ENGINEER NUMBER Oc/ober 26 /SS/ See "Drainage Layout" for direction. ,NOTES All pipes to be CO x 0./35" welded steel pipe except as noted 8 ga/v. if not encased in concrete. Fittings 8 bends shall have a min. wall thickness of %8". All joints or connections to be butt welded or connected by o steel pipe sleeve 8 to be smooth throughout inside of pipe except as noted. A// bends to be on a 16"min. rad. measured along � pipe. All bends to be smooth. Pipes not encased in conc to be supported by suitable go/v hangers c9/0'O"max. spacing throughout. Galvanize deck drain assembly after .fabrication. Sleeve inside diameter no greater than pipe outside diameter * is . SLEEVE CONNECT/ON SPECIAL DETAILS STANDARD DRAWING FILE No. XS -20-22 DRAWING DATE DESIGN DETAILS Yp y checked e w Checkede SUBMITTED BY OH -OS 0147 7d. La44.2d Opp val Recommended By DESIGN ',PERVISOR REGISTERED CIVIL ENGINEER NUMBER_. —. 1?B5 State of CALIFORNIA DEPARTMENT OF TRANSPORTATION STRUCTURES -DESIGN BRIDGE No. 35-252R RTE 92/101 SEPARATION - RIGHT BRIDGE PROJECT \.NwwS\--c_ ENGINEER C1\� S L� POST MILE RII.8 DECK DRAIN —TYPE D —I (MODIFIED) ORIGINAL SCALE IN INCHES FOR REDUCED PLANS I i 3 CU 04210 wo 134651 Disregard prints bearing earlier revision dates REVISION DATES (PRELIMINARY STAGE ONLY) S -\EE V a p F i EST 1041. .57..Go II 7170 C o.. DIST COUNTY ROUTE POST MILES —TOTAL PROJECT TOTAL SHUTS yR - 9500' 53 1Line/ Bose 1r/o/c 7 D,rec//o n c p/ /ra(/ic o i.. f3cise P/a/e Axis of si B3 S/a. 2117 -tithe' `T\ Posi SIGN A LAYOUT 5/90 /acafed on 92//O/ Seporof/ors Right Sfruc/ure. (Ex/s/inq) Pos/ Type // S '3o//ors o/' base p/a/e e/eva/ion se E Sign - Plans thee/ DS - 2/4 Anchor Golfs /ola/ 6 lie fat. 1'5 /o f, / f1 0 Ex/s/inq Ro,'/,n9 Me/o/ Rollin y % Top of exit/inq dec,? Ri qh / Po,s / a l O,/ n II &op / o/ Concrete ,3arrier (Yew) 1 I I PART ELEVATION RIGHT POST Me}a/ rai/in 9 /0 be removed and rcp/oce ir7 kind Ma/chi ex/sbn9 *5(Q/ /o/ d Spice frv'/h exis//n9 "d r S, N 0 C V t Ex/sling rein/ o v 0 v to remain Ir i1 in; e drill ea/ hole \ 0 , 1 Ori// /iole dvi/A r,on - precuss/on type dr.'// SECTION A - A `, /`1= /L O" Ex/sling edge of deck 5 e 9 fie to/. 6 — Saw cu/ nee/ /ine , Barrier Rcri/in 99 Sr • • 10 1 ( —� I i©i a a • Base P/o/e 5'/ /,e„ PLAN 3/¢" /,cr Anchor 4 5"x /Axis of sign 2"l Anchor 6o/is /o I. 6 Poi / Type 1Z- Saw cu/ neo/ /ine No /e Let/ sign /ounolo/ion sAown. righ/ /oundo/on s/m,/or excepi as .s/iovvn. //mils of co/7ere/e rernava/ /doles / 2 4 SA4 92, 101 T//9/T/29.1/9 SHIT NO. 383 499 DESIGN ENGINEER DATE APPROVED i REGISTERED CIVIL ENGINEER NUMBER Or/06e r% /98/ Exit/i-79 rein/ Jo re to Ci'ri LIMITS OF CONCRETE REMOVAL /ndioo/es ex/571/49 For defa,/s no/ shown s /ru cure. see S/anc/oro/ P/are s 3. W%t-'n join/tic? o/d concrete /o roeu, prepare sur/cce by abras/ve ine/Ao d /o /he ex/el-7/ clean ayyreyo/e ssur/acc /.s eXposed t. Pai/inq expons/on joiofs /0 6e a 'or more from P057' S. ,Pes'in/orcin 9 in drilled Ao/e /o 6e groule d SIGN A DS 0139 stand rd Plan Sheet No. Detail No. DESIGN By ant2t 6/61 Checked e . R,KE2 7-81 DETA ILS Y -)7144404.e.) y ,64r/ Checked E, R,Kelt 7-81 QUANTITIES By Checked La State of CALIFORNIA rofn9 9-2) DEPARTMENT OF TRANSPORTATION ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 2 STRUCTURES - DESIGN 4 BRIDGE NO 35-252R OH TRUSS SIGN RTE 92/101 SEP. RIGHT BRIDGE �Qn2 EL v,, 9z 64 PROJECT ENGINEER REGISTERED CIVIL ENGINEER NO cu Oa 210 wo /31 S/ POST MILE Disregard prints bearing earlier revision dates SIGN FOUNDATION DETAILS REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF C3 `� 3 Crash Cu shin 25/ 50.00 Crash Cushion Traffic Vehicle Crash Cushion Sand Filled 1" r-► A s a 1-÷A 2"94 Pipe Sleeve 6"max- 400 400 Traffic cn 3 2 PLAN /400 (400 'min ti Ben/22R �-¢Coo 5/loth/ 21-1/12" -) /O; / F/Qrc _. See 'eack ep Unit' detail Face 0 f Barr'kr Edge of deck Provide b/ockiny , epoxied .,to deck surface for a// sand mode/es on a// sfrucfur-es. 2 a/terwa/iv.es shown. Other details recommended by /he /nanufocturer and approved by the Direction of downward s/opc Engineer will be accepted --�- - 3' _ter DIST. COUNTY ROUTE POST MILES —TOTAL PROJECT I N9. 04 SM 92, 10 T'//9/'v29, //9384 499 Chi. S. f9S.. 8201) DESIGN ENGINEER REGISTERED CIVIL ENGINEER NUMBtR DATE APPROVED TOTAL Qr /d.6Pt 26 /98 / /0:/ Flare face of Barrier Par/ l&rnit To? Concrete Barrier yce 27(/I 4 252 7400 PLAN AT BENT 22R I/4" - l' -o" x Extend barrier reii7f - - -, Recess for future restraining cab/e anehoro9c 2- Ili 2'#P/pc S/ceve M 1/2" _1.-0.I ELEVATION • 4' "'EAT' LINE S ep. �- Crash Cushion /'4"i,4/'4" I a-- 4., r-- 2"91 "0 P/PC Sleeve L 0 fJ C VIEW A - A �/2" = t' -o" - a6 L iota/ /8 (To be in p/occ before deck concrete) SECTION C -C /2„ 11-0" BACKUP UNIT C /1-6" r • tt N SECTION B -B `745 \_ @ /2 max. (To be 6" in place before deck concrete) /"K/".X O'-/'' Conc. blocks lo/o/ 3 ALTERNATIVE I ALTERNATIVE 2 PLAN 547" lace -I" thick Plywood hot( Sae Sand Module -Downward S/ope 5% max Plywood blocking shown ELEVATION SAND MODULE BLOCK DETAILS Notes Indic0te5 mode/e location and weigh/ of sang' In each mode/e. Point sand IV/ weigh/ numbers 0/7 deck under Sand Module OS 0198 By DESIGN Checked B DETAILS f(C8. 5e/ Checked QUANTITIES By ALL 9 -fl Checked Lai Fong 9-8I State of CALIFORNIA DEPARTMENT OF TRANSPORTATION ORIGINAL SCALE IN INCHES FOR REDUCED PLANS STRUCTURES - DESIGN • C ' S z ,.) PROJECT ENGINEER REGISTERED CIVIL ENGINEER NO. BRIDGE NO 35-6'5_'R POST MILE R l RTE 92/101 SEPARATION - RIGHT BRIDGE 3 Cu CeILLO WO 13-46)5! Disregard prints bearing earlier revision dater — P No Sate CRASH CUSHION DETAILS CRASH CUSH ION DETAILS REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF chK' C4 13 S an De.oAN 44 DIST. 04 COUNTY SM ROUTE 92, IQ! POST MILES —TOTAL PROJECT Ti/ 9%7/2.9 //, TOTAL NO. 389 419 Traffic Edge of deck � Hinye Traffic I PLAN z -- .4t." II-011 -"NE" Line J ELEVATION - - 't Sew/ 32 NE 2 "NE'" //he .*5-x /3=0' es �L @ /5 710 be in p/ace before hide concrete SECTION A - A )/2'' = 11-0" AT HINGE NEAR BENT 32"NE" By DESIGN Checked 2G2 "SC Lthe DETAILS QUANTITIES OS 0199 B /-f. c B. By 4 5 7,e/ 9- F/ Checked Checked \< .\cNO, Lat Fong q 91 ORIGINAL SCALE IN INCHES FOR REDUCED PLANS Traffic - 2 Traffic PLAN i/1' =II -o" 4 Bent 33Rf e 2 r "SE" L /ne -4 N Chamf er *5ga fo/a/ .3— #5rl @/5 sesx _e„G/5 91.6 f9 .4.. DESIGN ENGINEER DATE APPROVED B2oo REGISTERED CIVIL ENGINEER NUMBER Oc /o /2ef- ?C /58/ --=¢Bent fofa/ 4`5 k /31-.0 4 —45 s /5 to be in p/ace before ben/ cap concrctc ELEVATION SECTION B - b %411 - I' -Q11 • AT BENT 33 RT. State of CALIFORNIA DEPARTMENT OF TRANSPORTATION O 1 I 2 3 STRUCTURES - DESIGN I/z" BRIDGE NO I RTE 92/101 SEPARATION - RIGHT BRIDGE �5.5 -� -252 R PROJECT ENGINEER REGISTERED CIVIL ENGINEER NO. Cu 04210 WO 134 5t POST MILE K I1.8 CONCRETE SARRIER TERMINAL SECTIONS Disregard prints bearing earlier revision dates —i REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF 1 13 1629 - `R1 WO OS -4139 no 2$/ + 262' I t Hi "SE "Line 260 52 Line 260 eel ) "SE" Line 860 NO Linc „NE Line 261 260 Temp. railing Tif/nc K SS 0199 STAGE IV TRAFFIC 249 850 25l 23/ 2.5e Exisf Me GA" 25a I 252 STAGE VI TRAFFIC' Los/hound 92 lo Nor/4boana' /0/ DESIGN DETA ILS QUANTITIES 2Lo "nin. Fort comp/efc SAQgc Cons/rue/ion P/ons sec eta' Plans oSA�� ) f -B/ A. SANTO 7-8/ By 41. 9-9/ Checked r\a Checked 0. Varies Temporary ,ai/thg Tyne K SECT/ON A -A State of CALIFORNIA Checked Lai Fong c3-01 DEPARTMENT OF TRANSPORTATION ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 3 Ethel p/a-eemen/ of Temaotery rTai n ys fo 6c de/emthcd 6y fha Snyi1/2cer. STRUCTURES - DESIGN PROJECT ENGINEER REGISTERED CIVIL ENGINEER O. Cu 042/0 wo /.3465/ BRIDGE NO S5-252 XP1 POST MILE R//.8 DIST. COUNTY ROUTE POST MILES —TOTAL PROJECT ANeT TOTAL 04 6Al 947 /0/ T&9/772 9,& 9 386499 6. DESIGN ENGINEER DATE APPROVED 820o REGISTERED CIVIL ENGINEER NUMBER OC7rArpr 26 798/ ROUTE 92/101 SEPARATION- RIGHT BRIDGE TEMPORARY RAILING PLACEMENT Disregard prints bearing earlier revision dat( s --f REVISION DATES (PRELIMINARY STAGE ONLY) SHEET Gc. OF 73 1&2 - YT PM A. -O49 TOTAL D1ST. COUNTY ROUTE POST MILLS —TOTAL PROJECT No. fauns 04 SM 92, roa T/79/7/29 11,9 387 49,9 247 See sign de/ails for removal, replacement # ONSign A & :95.1247f/S S5'Y Remove f replace ex4'/ rai/m9 See Sec/tort R -R 3-''5 6 -Stagger 5,0/icc s c '`4 cone iota/ 6 Drill f grout '`G X/=2"&30 max P/ace /n/49x0-5deephole Cornrunicatton ' e%/rues/ cona'ut/ r See /✓ofe (2) 3 dirt. JO jou 9n / 6" 218 Existing Electra/ter @ 'B.7 " 21817St t / N I Traffic fl > 1/012.4 H New_ ra See Sec/in Al - A/ 249 /- /"83 " LINE R:9500' 250 /52'1 r ,Qemove tf rep/ace exisfthq roi/ins 1 PLAN See Section R -R - Existing Br 35-2528 /80_ Remo ye rep/nee existii7., roi/in See Section R -R Exist429 rai/ins to be removed Existing dowels - See Note (1i SECTION R -R for /units of Section R -R see 'Ran"' view I" Drill ? grout *6 a e- /5. P/ace /n /HOx 0'-5" deep ho/e SECTION N - N Cornmu17ieafion 1 electrical conduit ti See Mole' n New Cons/. Drill I grout x /=2"4 50 max, P/ace to / PO a' 0=5" deep hole For //mils of Section N -Al see "Plan" view 25/ `}$1.1S. C/ DESIGN ENGINEER DATE APPROVED (O(//''t; o, er- r -a‘/ Isg j No/es: REGISTERED CIVIL ENGINEER NUMBER Existing do we/s /nay remain in p/ace and ben/ as required to fit new barrier shape Communication conduit, electrical conadwf and pal/ boxes to be rep/aced in kited when found in existing rather?? and continuous f/-ir-tu section of new barn}er-. See Project Plans 0 For addt/tona/ notes and details not shown see "Concrete Barrier Ti/,oe 27 'Modifled) "sheet Indicates exis/irtq structure Checked DESIGN DETAILS BYAIC. By AI I eV Checked r- G QUANTITIES 9s 01:9 I-1/ Checked ORIGI FOR REDUCED PLANS State of CALIFORNIA Lai Fong 9- el DEPARTMENT OF TRANSPORTATION � 1 NAL SCALE IN INCHES 0 r STRUCTURES - DESIGN BRIDGE NO 35 -252 R RTE 92/101 SEPARATION -RIGHT BRIDGE POST MILE C \\)Szo PROJECT ENGINEER cu 04210 wo 1346 5! REGISTERED CIVIL ENGINEER NO Disregard prints bearing earlier revision daces RAILING REPLACEMENT DETAILS REVISION DATES (PRELIMINARY STAGE ONLY) • SHEET Gi O 16257 - CO NM D9 -o -a -w 43 (\gb 4/5 2-'"4P" R= /=0" See Metal Beam Guard Roil Connection J *5 = x 212"e9 30 TYPE 27 3 '°`5Q 6, Stagger Splices '`5 6„el /5 max (to be in place before deck conc. ) Concrete . 2.7 cu. ft. per /ineo/ foot Reinforcing : 12.4 /bs per lineal foot Open joint /1/2" minimum or match actual joint width C 4 tot 2 END DETAIL 1 f 7 .t I 6 '--O" Transition) 0;9601)e sleeve —., N I, 9„ Trot -1'1c w PLAN I t It =6" ,oL5 K I-2"& 30 max. 4 cont TYPE 27A 44 cont-tot 6 #5nP30 #5 \x2'2"G*30 e/5 r Const jt optional Modify Bockwal/ 8 Reinf, Conform as indicated. at wall joint Concrete : 2.7 cu. ft. per /ineo/ foot Reinforcing: /4.4 lbs. per lineal foot Pay limit Concrete Barrier Type 27 or 27A Place two additional stirrups and dowels each side of joints. /"Expanded polystyrene 2!6" 2-5 Type 27A96:319"09/5 or Type 27 4'S\ ei /5 max} DECK OR WALL JO/NT 6N AT CONNECT/ON TO STRUCTURE See Note B min. *8 X 3010" tot. 2 of connection to structure TYPE 278 *4RR/8 #4 Const. jt. optional Concrete ; 5.7 cu. ft per lineal foot Reinforcing: /0.6 lbs. per /ineo/ foot Pay limit Concrete Barrier Type 278 11. 4,p tot 2 -k—.0 4" go/v. sheet meta/ over kin neoprene strip. Coot top of strip with grease. 2 -*5 l 2i-6" 6"--O" n5Riot 8 (Dowe/s not shown) ELEVATION ("Expanded of st polystyrene *8 X 3010" tot 2 Wall reinf. p)' y ELEVATION 6, O,. it I } I -4 ) 1o12 Place around bolt hales. 8"t Shoulder —Bevel Metal Box Spacer (See Note E) SECT/ON C -C METAL BEAM GUARD RA/L CONNECT/ON £ E/ectrolier E/ectrolier anchor bolts 2 -*5 x 4'-6" tot 3 6-#5 Slope /:/ Edge of deck i� Electro/ier SECTION H - H L°. „ D1ST. COUNTY ROUTE POST MILES —TOTAL PROJECT 1/2" i urn 04 SM 92, 101 7/7377/29.//5 388 499 DEMON ENGINEEN VAIL •PPROVIS SISISTOIS CIVIL EMINEE° MEEEEl Oc/o,ber 2G, /.9c57/ #5 / ` x 416„ tot 4 91,1 9„ Omit chamfer at e/ectro/ier PLAN Electro/ier anchor bolts #5k -k,_ tot 2 --2-#5 452- rFIL x 4'-6„tot. 4 Pull box tot. 6 3' O ' min. AT EL ECTROL/ER See Project Plans for electrolier locations 8 pull box type. Standard P/on sheet No. Detail No. NOTES; x 4 - 6 „tot. 3 A. Clearance to reinforcing steel in railing to be I". 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 SO". E. For Metal Beam Guard Roll details not shown see Std Plans A77 -C, 477-0, A79 -A, A79 -B, A79 -C and A79-0. STANDARD DRAWING FILE No. XS -9-113 DATE"""` 12/78 By c By Ed 5vI nL SUBMITTED BY r-r�/ " c.L • DESIGN DETAILS Checked 444 Checked ,p,.4 Appro AI Recommended By Du.GN ryruriro• 61 Wit ••40•01•0/NUMSLS 75V 7 Quantities Rev. ORIGINAL SCALE IN INCHES FOR REDUCED PLANS State of CALIFORNIA DEPARTMENT OF TRANSPORTATION 1 T I 0 1 a STRUCTURES -DESIGN 2 BRIDGE No. 35-252R RTE 92/101 SEPARATION - RIGHT BRIDGE PROJECT ENGINEER C \ S2o k CU 04 210 WO 134651 POST MILE RII.8 CONCRETE BARRIER TYPE 27 (MODIFIED) Disregard prints bearing earlier revision dates --► REVISION DATES (PRELIMINARY STAGE ONLY) I SHIRT err Y.. -rn no it nwtf Mr DIST. COUNTY ROUTE U NO. TOTAL SHEETS POST MILES -TOTAL PROJECT 04 Sill 92, /0/ 7//, 9/7/29, //9 389 ¢99 I End of vv'2ywa// End of kvingwa/ Front' face o/' barrier To he parallel to /face of paving notch /for ,skews up to /0° A C Pavement' ,ride deck A /cave of pa✓in? notch NORMAL Pay /inv/s for AC Pavernen/' WES A C /'a ✓errien f /?‘?7-/ c bar required when skew is over /O 0 #5 Para//e/ 2`o paving notch SKEW PLAN "'bbars et Pay /irnn /sfor Structural Concrete Approach Slab SECTION A -A "a" bans SECTION B -B /D L 0 Zrnin Sc Ivc„r,es "a " bars „ /2/l" /ap c" bars b" bars • AC /Jovernen/ A at -For approach slab over A36' wide, see ".4,o,oroach S/ab - a bar / ; / --J' End Sta99er /Jetai/'/.#5,r //6"@/2 Sea/ec/ Joint Mar MR = 2" " bars ,fetcuninq wa// See Detail "q" Shoulder Abutment baehwa// • • Cons/ruction Joint n Sce 7Te metai/ " Se o/ec/ Joint MaX,/'C =//2" ABUTMENT WITH BACKWALL 9" PAVING NOTCH Approach S/cib " Bar Rein/'orcement "a "bars 'f5 "bars 'c " bars #6 x/0=6"€6 #40/2 et( & /2 Struc tura / Conc. Approach Slab SECTION C -C DETAIL "G" Bar 2 % x 74 x 0'27;t1" with / ho% \ c, Polystyrene around anchor cissembly -- 34' ° ga/v. rod 0 ends,, Rod to be PVC conduit. • Gina . 9 DATE APPROVED Race Cr f o,f ems- 2€ /S8/ Sea/ed Joint Mae. 7"1,C = /1/2" /2"; 2 " Qui/c/iny pa/r 12" PAVING NOTCH Pea/¢d Joint, ,gee. Note / cind Gr 241 with nut 1 threaded encased in / " X 2'-4„ " c/ear • • rEnd of Approach Slab. N /0 0" 0 0 TIE DETAIL tc 8"e/ear, other depths must be approved by the .En9'neer, /Xd"bo/f steel coupling nut P/ace Para//e/ 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. STANDARD DRAWING FILE No. XS 22-14 DRAWING 9 / 79 DATE HBD D 147 DESIGN DETAILS SUBMITTED BY By A r 1;14 By Checked a s r 4 V V 5 Checked J Sw CE ✓a+o Approv Recommended2y 7G la, DESIGN ENGIN R REGISTERED IVIL ENGINEER NUMBER 7 ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 State of CALIFORNIA DEPARTMENT OF TRANSPORTATION T I Y 1 3 STRUCTURES- DESIGN BRIDGE No. 55-252e ROUTE 92/101 SEPARATION - RIGHT BRIDGE PROJECT C I NI S Z ENGINEER Y\- Cu 042/0 `No /3d65/ POST MILE APPROACH SLAB (A C PAVEMENT ) Disregard prints bearing earlier revision dates REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF coq 13 E.T. 4041. '*575 N0 ,,.,ENO CEO DIST. COUNTY ROUTE POST MILES —TOTAL PROJECT "." MO. n'TAL MIMI 04 SM 92, /0/• 7//9/7/2.9.//9 390 499 .7$ _I I M t. I / L_ Top portion 4 '7-- W3.5 or 5 go. wire co N Lty-Form /1-0„ 0 #/O x 5L6" dowels total 4 P/S Steel SECTION A -A to retain epoxy mortar W3.5 or 5 go. wire P/S Steel 3/ "Chamfer Bottom portion -N' DOWEL SPLICE 2" Holes to be cost with spiral 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 of splice will be retained and completely cover the joint. 3 Fill 2" holes three -fourths fu// and coot the joining surface of the bottom portion of the pile with epoxy mortar. 4. Insert top portion dowels into holes in bottom portion of pile immediately. 5. Driving to be resumed only after epoxy mortar has cured. Heat may be used to cure. Top portion z Bottom portion SLEEVE SPLICE ASSEMBLY SECTION 0-0 Fu// pen. Bar 2x3/8x5'01= L /x/x%4 %8" Gop prior to torquing of PL %4 bolts. Bar lx%2x5'O" 2%4 /%8„ Bor2x3/8x510" '///„e •e.91/ DESIGN ENGINEER Mn APPROVED 8200 MESIBTan CIVIL SOUPIER PUNIER Oc/o/er 24 /.98/ 5/8"94 H.S. bolt, l9 spaces & 3 DETA/L "0" L / x / x %4 a// around. Miter corners PL %4 WELDED SLEEVE SEC T/ 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 assembly. 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 I. Design Loading (Ultimate) : Tensile Force Compressive Force Shearing Force Design Moment 115 k 500k 70k 75 k with 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. STANDARD DRAWING FILE No. XS -I0-32 DRAWING 5/76 DATE DH -OS -D 147 DESIGN DETAILS IBY F. Lee III BY AC49/&chirryee- SUBMITTED BY 10 by Checked E• RAchl to /7: Checked 9 /.2 517e /Orr Dlll N ENll l Approval • ..emended By dlleate 98 NIGI$$$$$D CIVIL CNGIN(gl NUNIID ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 State of CALIFORNIA DEPARTMENT OF TRANSPORTATION 1 2 3 STRUCTURES -DESIGN PROJECT ENGINEER .t---:\(\- cu 042/0 Wo /3465/ \\, 32U BRIDGE No. 35-2528 ROUTE 92/101 SEPARATION -RIGHT BRIDGE POST MILE R//.8 PRESTRESSED CONCRETE PILE SPLICE DETAIL Disregard prints bearing earlier revision dates REVISION DATES (PRELIMINARY STAGE ONLYI SHEET OF 10 13 t,0 0 N OPERATIONS O c ,r .8 1 ~o m C DJ 22 o i Cr a - 0 a g91.a O GE n r p 90 c Eo:_soot g4: oyy . N O O p E t> n p N g o- o O t t 5 L ^' c; L r N 6 VI > 0 2 W 1/40 W J o O U 3 0 , G I u _ *E no ul u N L O "-�•� L O 0O o f �% c D sx „-� ocee zy. u u ? 2 Cr C 0 o m m w 0 w G -y C. r ena-1 s• • Life] R^TARY BORING (WET AJGER BORING (ORY ) SAMPLER BORING (OPT) ft W a -J Vf .e -J D - 84 G W •-4 4u WM WO 0.0 n71 J N Y Y U 2 = CG a 0- /y N 2 0 D W 2 O Y .1 SG Z au 1- 0 -J U 2 i2 CLASSIFICATION rn 0 N ✓ CC Z U.) LA- f-- z O 0 1 t- 0 d 0 0 2 p o _ a v - r T 0 'n w i= n; 0 O 0 O a N 0 ui O Or O c O In6OM is based upon NOTE Clossiflcction of earth material as shown on this n O 0 - 10 - 20 -30 - 40 -50 - CO Peal a00 0@e. MN'ly Of 30 5.1 s and Cla s 'L8So,d unit ieaa man 50- $i Is and Clays , L,..u6J.t't peat*. IRan 50'-. H,ehly Otean,< Soda F €lamed sons IJJ 2 0 0 w tel -J U -J O 0 W 2 0 NC 24 8 4 (3 20 11 9 2 p 2 2 2 a 3 9 3 a 5 5 4 4 5 5 7 26 se s4 32 32 L35 S 11 23 27 26 t9 3, 16 16 rrJ 44 3s 44 fl 44- 2 58 60 65 66 80 00 Compact, ton, S/LTY BENCHMARK BM -1 Pt 3 Fd LETS. Sidewalk Dr No 35-2? 30'Lt. "83"LJne Stn. 250 *10 -t E/c v. 29.10 Slightly compact to Loose brown SILTY SAND E GRAVEL (FILL) Very /oose GRAVEL fragments if/LL) E'mbed'ded /n very soft dock gray ORGANIC 5/LTY CLAY. Very soft light brown to black highly ORGAN/C SILTY CLAY. Very soft gray SILTY CLAY Some ORGAN/C material 49 1.`I,a !4 7 1i•, GWS Ip Very soft gray S/LTY CLAY with SOME thin medium to 1 / / 1> coarse SAND layers E some SELLS 4 s/ipht/y compact gray SILTY SAND . rr3 l /4 • Compact brown SILTY SAND With some scattered GRAVEL Stiff to very stiff mottled gray e brown CLAYEY SILT Stiff tan S/LTY CLAY Compact brown E gray SILTY SAND. Very soft dory gray SILTY CLAY with some ORGANIC material 231/4 6\ N 2 I14 117 !'4' 1201 ill 7 L31/4 y \4- 22 3 /y foo /p7 -Very stiff 1,ght brown SILTY 710 8-6- 66 - 80 r s Yi F 0 .4, 0 G -,, E 0. a 0 O 3 u 0 Clean gavels L,ule a no fines u u Gravels wqh Imes .AOp,epa3N amount of smea Gavels P Clean Sands -4ltte o, 'n fines. a Sands carte Ones ,Aoo eo001e alNNnl 0l fines , Sands - 90 -1 1 00 1 - I 0 - 120 '00 CLAY 4 SANDY CLAY X145{1.2( Dense brown portly SILTY SAND E GRAVEL. Compact Brown SILTY CLAYEY SAND, grading to Slightly compact mottled gray e brown SILT Sof t blue gray desiccated CLAY. /9 17 3 53- S9 SAND and GRAVELLY (FILL) Stiff to soft, gray CLAY with scattered GRAVEL Very soft, gray CLAY '2/01 i' yKL- I0.71'hli4 lI 1/•4K is N /.21 /I Compact to very dense brown SILTY to CLAYEY SAND b j3o l•y`U: GRAVEL ♦. 1 70]/.y 6- 9-68 Stiff, blue gray CLAY and slightly compact fine SAND slightly compact, brown, SILTY fine SAND II291i4 Compact; tan, 5/LTY Fine 5A/Y0 Stiff, light brown CL Ay Slightly compact, /ighTbrownl30 1 y free to'nedum S/LTY SAND Stiff, //gh t brown CLAY ♦ I, 71181ay Stiff, light brawn, interbedded CLAY and slightly compact SAND 12.8126 1 /•9 S/,ft, tan SANDY CLAY come L/ME. 1,5-7,M7-)4 93 5t/ft, gray and brown, mottled SILTY CLAY Soft, blue gray CLAY 2 8 114 A\ / 2.01 /2 14 0.8 8 11. Stiff, gray CLAY Very stiff, gray, iron 5ta,ned CLAY Very dense,gray and brown, SAND and GRAVEL Compact, gray CLAYEY SILT to very stiff CLAY 39 2011.4 2.21241 /.4 Stiff, brown CLAY (pll-2.0) to slightly compact, SILTY fine SAND 1,4 Very stiff, blue gray SILTY CLAY Soft, gray blue CLAY 33124 54 - 55- I3"1 I3"1 Brown, SAND and GRAVEL (FILL ) EE LINE 56- B3 L //\/E 3 9 57- DIST. COUNTY ROUTE POST MILES -TOTAL PROJECT inear No Tarot 3RUr. 04 3M 92,101 T//94/2.9,//9 39/499 DATE APPROVED g /6S Oc/the,c 26,128_ Very soli, gray CLAY 2,7 2 7 9 3-3-8/ Compact, gray brown, SANDY SILT Compact 5AND and GRAVEL Stiff, light gray CLAY with scattered GRAVEL and coarse SAND Very stilt, light gray CLAY with scattered small LIME NODULES Soft, blue gray LIMEY (LAY Stiff, blue gray CLAY w,1h some ORGAN/C mdter,als Soft, b/ue gray CLAY Dense light brown, GRAVELLY 5/LTY SAND Very stiff, light brown, SILTY CLAY witi, widely scafterea GRAVEL and coarse SAND Very stiff, I,gh1 brown SANDY 51LTy CLAY with scattered pea GRAVEL Compact blue gray, SILTY SAND with scattered GRAVEL Very stiff, blue gray CLAY Compact blue gray, CLAYEY fine SAND 2 2 2 2 2 3 2 2 2 2 3 3 S a t1 it 14 ,7 /6 2/ 49 50 35 43 16 52 5, 6i 75 53 53 75 67 67 60 53 60 7/ 6 893 165 171 !20 too ifb L% ace 125 124 150 120 4 10 55- 3-I4 3" PLAN /" 30' 258 - B -I4 SAND and GRAVEL (FM) Very soft, gray CLAY N �I b /9 21' 1 1 3.0(28114 / 7 1/3 1.4 /. 2 10 / z00 300 9-10-61 /00 I!.7 \ 3o/5 1.4 1-67,117"- 2 5 / 9 Dense blue gray, very 5/LTY SAND and GRAVEL Nord gray. iron stained to //ght brown, very SANDY CLAY 1-4 8i 251-400 252.00 253+00 254--00 N 27119 .301 I.9 / 01 9 11.4 Soft, dark gray CLAY Compact, 1/9.41 brown Very SILTY &YJO vnq GRrIVEL 51,ff, gray CLAY Very stiff, blue gray CLAY Stiff, green 9ray CLAY will" LIME Stiff, light brown, CLAY some ORGANIC material stiff, blue gray Iron stained CLAY Slight/y compact, , blue gray Iron stained SANDY" S/LT. Stiff, blue gray CLAY Dense, /,gbt brow5/Ln weathered, very TY and smell GRAVEL Very 51,1f, /iyh/ brown CLAY Very stiff, gray 5/LTY CLAY wilt SAND seams 5AA'D Very stiff, blue gray CLAY Soft, blue gray CLAY t Still, gray CLAY / Compact, I/9At brown, CLAYEY 1-2-11721- �i SAND to stiff SILTY CIAY 255+00 256-+00 +00 258{00 PROF/LE Nor : I": 30' Ver-1"= 10' 259- 20 ♦ 0 40 50 100 120 ENGINEERING GEOLOGY AND TECHNICAL SERVICES BRANCH - TRANSPORTATION LABORATORY DRAWN ev tryFthVG- .eiNvitAr 3/SI o`t 0146 Coarse aimed 50.1s CHECKED BY PROJECT GEOLOGIST GE G WO ENGINEERING GEOLOGIST C E G NO A sa..,u R.coMVane.e e. CHARGE UNIT EXPENII AUTHOR SPE': DESIGN ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 State of CALIFORNIA STRUCTURES - DESIGN DEPARTMENT OF TRANSPORTATION -1` \•`. ok. C "rsty PROJECT ENGINEER REGISTERED CIVIL ENGINEER NO. T 1 2 I T 3 cu, 04210 wo 134651 BRIDGE NO. 35-252 R POST MILE -ROUTE 92/101 SEPARATION -RIGHT BRIDGE Disregard prince bearing earlier revision <111' LOG OF TEST BORINGS1QF3 REVISION DATES (PRELIMINARY STAGE ONLY) I SHEET OF 1 -t1 13 vr DIST COUNTY ROUTE POST MILES ---TOTAL PROJECT 0 0 OPERATIONS No count record 0 N A co e ow m z 0 E 3-N 0:a ` a_ • 01 - 'Co c V O b z ` E o x' o E - P V O N in P 0 L 31N a 0 n — 8 _ OP V 5 C O 4 a O V a V y C V a g E i o- aviY E/3 o_ E $ o o E e 8 Y -I o E 51 3 8_ De- .u\��1 W; E m6 yg Y u O N C c7 =1-_.» �..c (22/; ) z m 'A �Ik4U. / ea O cr '1' w `./0ri /1„. a m Q CD li C w N a V t= -r L Eo`ii 50- g«o o o ti g a g �, I g a v a 5" a - c E:o .7 4- G a C N u (.8 a- D LEGEND OF o n c u _ > r N W r — I L ,' JET BORING CORE BORING ,TARY BORING (WET CE t., w 0 O Cr 2' 2' 0 0 7 0 sU N • SAMPLER BORING ( DRY) arts OF EARTH MATERIALS 0 z LLI 0 W J cc w or r -1N J o V 0u V CO Z W Q C 0 V) U a o Fit U z 4 y FILL MATERIAL IGNEOUS ROCK u is r 0 Z o w 3 0 Q 0 p0 O r 0 La �2 O VI a a z O sa > > I- Q Z4 Zr J Q J 4 J J N U M 0 N N El El Ei4,1 D CLASSIFICATION CONSISTENCY According to the Standard Penetration Test a 0 0 U 0 0 v- 4- 7J7 v T 0 '- T O r 1/, (0 j = w c c 0 a a N N O n O p C ID 3. J rn o O CR U En a Q, E v y 0 G7 T N M N OutOOtn N- - N M 00. N 0 N T 61 0 0) C 0 0 NOTE : Classification of earth material as shown on this sheet V c 0 r 4) E 0- E 0' 0 N c 0 -n 0 0 c N t c O c 0 a 0. F a"e 0 a 5.1)s and Clays LDum met less than SO S, ;5 and C, vi H,gx,, . L,ama i and grease than 5u bean.[ So.1; Cosy/camel soils cn 0 Li- ces J U 0 w gravel vna-clay P zt O. 0 3 0 a 0 Clean graves 'L,IIN or TO ?met t 3 OS 0146 3 0 Guvels ..nn Imes App,er. a 3, amount o1 ,,des 0, vels Clean sands L,1t,e or nil r des 0 Sams ",m Imes 'ADpie PaDle amouni of haea, Sanas 0 - 2' - 30 -50 /.5eTh - �( ! - 8:0 - ;J0 -100 -H 0 -120 59- 259- 259- B-19 ft, Cr; CO CC clp 7 5-0 - 1 200 100 t '5 3 2 2 2 2 3 3 3 2 3 4 3 4 9- 4- 4- 5 5 7 7 0 /2 11 4 /2 /2 /Z /6 /9 20 20 25 27 45 52 62 145 90 78 63 75 133 95 95 1,7 83 120 top 95 135 120 131 175 270 110 454 LSD L,r 300/0 2 60 - 260- BENCH MAR/j /3M ^ >t Pf 3 - Fq, LET T. 5 Sigcwc 1 Qr. No, 55-27t 3o'Lt, 733., Line' Stq. 250//0 t Et, 27./0 EE LINE 61 - 3-18 3" 260- ct b N m 6W5 E/ -3e o) 7 ��Otown, S/LTY S/1/Q0 (fill) Vcry sort, grg y CLAY 1.91 /9 b4 261- 261- olta. 261+56 3-21 ELINE Stiff, ton, S/LTY cLAy stiff, jrciy qn m g ton, ot//eci Y Dense, o/ivc brown, CLAYEY Si A/O goel sn7q// 6RAVEL Dense , brawn , S/LTY SW O gnq CiR 1 vEL - St/ft", olive ,green, CLAY with LIME sort, yr-gy CLAY Stiff, b/qe yrgy , CLAY to SANDY CLAW Stiff, b/crc 5r-gy CLAY Vcry geese , brown, fin e SILTY SANG ono/ GRI V a 7' Stiff, brown, CLAY to SANDY CLAY 14, / 1 116 1/•4 61 ngrg, brawn CLAY Dense, brown, S/LTY' Fine SANG gncy -lmgtl GRAVEL Very .tiff, brown CLAY to 6%1NOY CLAy Very Stiff, o/i vc brown CLAY 42 - 6 3 2 3 3 3 3 3 3 3 3 3 S 3 3 3 3 4 3 4 5 4- 4 4 4 5 5 6 If ,4 /3 /a 16 36 61 32 25 20 22 z4 u 32 96 51 66 90 94 105 120 /20 f24 2/0 140 173 /95 196 /66 /56 175 175 130 000/0 6-75 3-21 / 62 83 LINE 262 - NE LINE 262- 262- Stq. Z6Zre3 tY m 3 263- B-59 Cornpgct, SAND once 1 221 /,4 GRAVEL Very soft, Srgy CLAY /.4 1 /00 Stiff, orgy CLAY Stiff, ggrk yrgy CLAY - Some 0RG4/4/C /rioter/g/ 1 T Dense to very gcn>se, cc-menleg SILT 26 1 /4 Vcry 5ti ff, ,brown , wegthereci �' SAVY CLrjY 1-5-8 / Cbv77pgct SANDY SILT q'xg Vf:ry $tiff SILTY' Coy 1 2/ 14 Stiff, orgy CLAY to s/iyhtty cornpgct SANDY SILT (1 I / 4 .r 93 / r/ / ttr'y stiff, svtNoy airy' with • PESt3LE S t0 CM7pgc t 21 1 1.4 •"e SANDY S/LT Com7pgct, brown SANDY SILT 201/4 Loose> erg y SANDY S/C71 e I /• 4 Stipf, 9rs'y SAVOY CLAY with iron s,g,ns 1 12 1/,4 LYtiff, yrgy CLAY to Slryhtly com/?gcf Si1NOy SILT I /3 1.4 With iron Stq/n S Compgct, yrgy,CLAYEY SILT with PEBBLES t0 very stiff 1 321 1 4 S✓ AIDY CLAY ..f/try iron Stgins Dense, brown, SILTY GRAVEL L y SANG Very stiff, brown, iron stvrnecf SANDY CLAY Very Stiff, tor-ovvn CLAY 11 27 /, f with i'-on stain s Stiff, 5rgy CLAY witt7 iron st4/r7s [31 l/./ 19 /,4 Strip, fight- to ygrl< yr cry 7 CLAY Stiff, gerKSrgy to brown CLIY \ 264- 0 0-- 263- 3-22 263- W C P I 3 3 2 3 4 4 3 3 4 6 5 4 5 6 7 5 7 7 4 13 23 6 2261 33 37 39 44 60 56 63 102 6/ T3 93 106 AX 115 :23 13194 230 ae 275 ill 7137 22* 30 300 B-22 83 L LINE 264- 265- SHris No 04 SM DATE APPROVED 92,101 r11,9 77, 9 //.9 267- 264 264- to 35 32 P P P P N t0 P P 3 S`L 5 7 3 /5 29 '7 29 2 46 63 62 46 44 45 52 5/ 55 61 52 66 76 79 96 156 289 1 200 1.13 6 / /00 300 900/0 a 130 121 156 110 133 /57 154 153 169 150 16/ 169 a' 265- 265- 6'ff't, Stq. 265 *55 - 50 4 /p7 / - 16 5 la - 5-10- 61 /00 z, 5 3 3 3" 266- 266 - PLAN 6 3" Dense, itarown1SILTY SAN0 qng 6RAVEL(fin) Slightly compgct, rec7 grown, SILTY ,5ANO qnc/ broken 9/g5s(frll) 2...1'y-� 1 191 12 ;1.4 /3 zoo )1,61/3 5) 1, 4 3-9-5/ 2.0 29 259i -O0 2 1 t 00 261+00 2E2+00 263+00 264+00 265+00 Vcry .oft, ergy CL.1Y Very stiff, b/ve y1 -q y , Stay CLAY Stiff, brown S4NOY CL/lY Stiff, brown grgy, S/LTj cL'l y stirf,brown S/LTY CLAY' Ngrq , b/c 3r9 y , & CY CL1y with L/ME gc,o6/f Stiff, brown CLAY Stiff , 5rgy CZ -1Y Stiff, yrgy CL/1Y Cornpgct,brown, SAND qn q GR'1 vEL Stiff, Orgy CLAY (©4' •/.2) Com/ogct, yrcen brown), very S/LTY S'4N0 with SC?ttcfCC/ 8777C7 /I AVCL Dense, brown , SLTY SAINI0 gnc/ GRAVEL Very stiff, brown CLi1Y(9U=2,5) Very •o7'iff, brown to 5r-gy, CLAY' some L/ME 4- ,o,,, 392499 3 -28 1 267- 267- J CD 23 90 2 3 P P 2 2 2 2 2 2 2 2 2 2 2 4 3 3 3 0 r -n 3 5 3 5 4 5 16 4 N 23 21 45 20 -- 17 63 /90 90 32 30 32 57 62 N3 00 lm 11 l 115 122 sea 60 264 214 a3o tO rs0 302 is, 10 20 30 40 60 7� 1-2.6-5/ 100 Stiff, blue Orgy, C4-1 Y Stiff, blcie orgy CLAY Stiff, b/ue orgy, CLAY Very other, orgy SA/ -lot CLAY Denser, PINO gncy 6/9,1v EL —'‹---Vcry Stiff, brown CLAY 21-5 / 266+00 PROFILE E for: l"' 3q 1 Vcr:/" -/0` 0.. -90 - 100 120 ENGINEERING GEOLOGY AND TECHNICAL SERVICES BRANCH — TRANSPORTATION LABORATORY DRAWN eT- Fab TONG 3/81 Ooa-se g Posed Smrs CHECKEC HY PROJECT GEOLOGIST • CIL AO ENGINEERING GEOLOGIST C NO EXPEND AuTHOR SPEC DESIGN ORIGINAL SCALE IN INCHES FOR REDUCED PLANS State of CALIFORNIA DEPARTMENT OF TRANSPORTATION 1 1 2 1 STRUCTURES - DESIGN ' BRIDGE NO. 35-252 R ROUTE 92/101 SEPARATION -RIGHT BRIDGE PROJECT ENGINEER REGISTERED CIVIL. ENG)NEER cu 04210 wo 134651 POST MILE LOG OF TEST BORINGSLOF3 REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF AO V ` V 0 - O g J z N O O c i, to, D ` Q 2 E O p O s' E )Sv e�,2E2 o_ E N I) 0 0 6 • c oS 1 0E08 Eno.° W EL? p''I B 4.Oft, e 0 d am. -V ...tin jUWn Z • In yay \--,All / Z uo;oio-1.... - r • c �� ea a o —CI F Q al 0 E _ o N O O £ ui- _ > EEogaoot Etc TS O _C Tx N g Cl a L~t„ S NV c p E: O .. o D V C N O O V VS V sil s and CIA s L'omd I'mn less Ivan SO' Clean gravels .Little o, no tntes• Si Is and Clays 'Lnu'd norm locate than 50. Fine paned sods G,avets w.in Ines App, et ,able an•AVnt of lines mavens DS 0146 Clean sa'ts Little o, no 'nes' Cr ✓ tij 0 a w Z w W 7 0 0 h • Sands worn lays ' Aop,ec HEle amount o, Imes 0 - - 20 - 30 - 40 -50- - 60 SE l_ /NE NE L /N t3M - tPt. 3 f', L e- T S sige wq l Ic far- No, 55- 27 t 30' Lt. "53'L1nC St Q. 25Ot /O£ E/c✓. 25. /O S S/i ghtly compgct „brown t4YEy to SILTY SAND gncJGRAVEL (F/;i) Very soft, bit/Cray CLAY Stiff orgy b/yc to brown, S,9NOY CLAY 'Soft , brown S'ANo y CLAY Compgct, orgy. CLAYEY to SILTY S'"fO qnq stool! GRf1VEL Stiff, orgy CLAY Ite 1 Ir•4 \ Stiff, blge yrgy CLAY - 70 2.6 25 r•4 - 80 t.6 Zo 1, - 90 2/ 1•• 2,3 25 r'4 -100 he 1 22 1 1'4 Oensc, Cu9Y, SAt/0 qnq' GRA✓EL Very stiff, SANDY CL -1Y Very stiff, brown CLgy 4 / Soft, brie 3/-qy CLAY J Very stiff, yrgy Ct qy /-27-6/ 270;-00 ENGINEERING GEOLOGY AND TECHNICAL SERVICES BRANCH — TRANSPORTATION LABORATORY DRAWN Pr 1.2) FONG PROJECT GEOLOGIST a Dr.' el f•eemmandoa E, NGINf ERING GEOLOGIST C E.G NO. EXPEND ALTHOR 5°EC DE SIGH ORIGINAL SCALE IN INCHES FOR REDUCED PLANS B L lNE ✓cry soft, //ehtbrown to fygrK CLAY, ogor•ous with some FIAT Very a,7ft, green orgy CL'9Y- ogb^ogS C very phasic -lc Very soft, light yr-ecr, grey CLAY with snrnc FEAT Very soft, lryht yrcen ?r-qy CLAY • ogcr«rs witch OOgnSc PEAT Compgcf, green orgy CLAYEY megrgm y-qrn GA/ -/O Mottleg, green cog yrcen yrgy CLAYEY GILT CbmFgct, tr3nt krowr7lsh 9rccr-7 jLr�rnegigtn ?rq,n SAnID lCompc ct , light yr-ccl7, coarse SAN!) cogroungcctCAAVEL tort' Compgct, yrgy COVEY fine yrgin 5114,,) Ver/ stiff, 5'tgy CAI with fine/at-AT tlorg,5-gy yecn, fine srcin ESiAt0y 674.7( U1Y-pk7Gtic Dense, gray y-cen,CLAYEY coal = 6'ANO gr7c/ anyu/qt- 0 -KNEE Stiff, lgyer-eq, brown, rn'c/icni ?rain SiA/o7 ably qnq S/LTYCLIY Stiff, orgy 5r een to br c wr-7, rootf/eq S/LTY all Stifr,Srgy 5r eert to brown, mottleci SILTY CL/iy Stiff, yrgy5reen tz ,brvwr7i rnott/cc/ SILTY CLgY Stiff, aye yrgy, SILTY CLAY "Stiff, brown,:sh yr-ccn 10 brow,S/LgTrcY /, Clc4Y N igh f org5r y cen to recta/ et, 'brown, n)ott/cg SILTY CLAY with 'trgcc of fine 5rq,n SAi /Q Dens, light ,brown, CLAYEY roc -glum I yr-c7in SAND Ocnsc, /lyht brown, C'L.{YEY cog, c' rlrl0 qnq sgb-4n5q/gl- 6RAVEL to'/®° Dense , gray bloc, me q', 1r» 7r-gln c9ANO Dense, green grgy? CLAYEY trine groin SANG with occgslong/ reggist-7 gnyc,tgr i- cic frggmcnts Soft, orgy gKy9/`ecn 9 4y CL"Y 3-3-61 State of CALIFORNIA DEPARTMENT OF TRANSPORTATION Soft, 'rely gncY5run gr-Cy Cu97' Sort ,yrgy grici Freer; orgy CLAY Stiff yrgy anc/ yrccn yr-gyCv1Y with Some Coarse SAta/O grief fine 5' VEL Hgr-q',tightsr-qy reentokvorwr7 rnottfccl Su:ry COj y with conic fine yrgln S N1D STRUCTURES - DESIGN PROJECT ENGINEER REGISTERED CIVIL ENGINEER NO? cu 04210 Wo 134651 REVISION OATES (PRELIMINARY STAGE ONLY) 27Y00 BRIDGE NO. 35-252R POST MILE COUNTY DATE APPHS:J ROUTE 32, 101 LOST MILES --TOTAL PROJECT ill/9 :7,x.9 /1.9 393, A 99 rA.wk `/65_ �r_2b,1981 ip B-3 3„ 275- Very loose , brown, SrWO anq' very soft CLAY Loose, brown, S/LTY &' WO qnq GRgVEL, (fir/ Stiff, brown CLAY Very Soft, b/t.le yrgy, CLAY Very soft, 'Wye yrgy, Ot eIN/C CLAY Soft, crgrK orgy CLAY Soft, orgy , iron 3tgincc/ S1tiOYCL;giro t o.7 Colnperct,A mwn, S/LTy GHf1VEL qnq Sr1NO Stiff, b/cie yrgy CLAY Vcry shirr, ,orgy, CLAY Z•7 song L/Mt Very stiff-, b/ue 5rq y , SdNDY CLAY Very stiff, bloc orgy, 27 interbcq CLAY qnq shyhtty compact, fine S/LTy SAND POF/L E tlor: t" = 30' Vert 1" 10' 6 W 3-/O- CO 80 90 --10C 110 120 -130 5-10-80 ROUTE 92/101 SEPARATION- RIGHT BRIDGE LOG OF TEST BORINGS3OF3 Disregard prints hearing earl,•r revlstltn I u SHEET DIST. COUNTY ROUTE POST MILES -TOTAL PROJECT Ro. TOTaL 04 541 )'2,/O/e 7//,9/x/2,9,//9 )2/ 499 Casl-/r/- Place pres/ressed Concrete CHIEF, OFFICE OF STRUCTURES DESIGN REGISTERED CIVIL ENGINEER NUMBER ,Sd -7„:" /421 g 54# /D/'-/3/4" 5 spans @ 9410" a 460 =a,, DATE APPROVED Oc/o her 26, /981 SS.- e4-_Sd`Nnge /5:0" 1 Cons/ " 1 Hinge rC( N )fir i ,b'en/2/,€ ,Sex// 22R Ben/23 R ,Be.; /24'R Ierrf25"R • .B ft24 Genf 27/9 , /2/ 28 R bent 29,F 249 "BS" Line e R= 9500' 250 25/ 252 25,E \ 254 255 �Doturn E/e vafior7 = -200' c 0. N. Siyn 4 . Set "Sijr2 Four, d4Ifion De/Ads "shcc✓ V 0 lj° 01 O1. 19' ve ( iv 8S 249f53, 2//°OC'. : WS 23.5f0%4/F,O, V'✓5 234492,64,8Z' Ex/s fir2g kfe. 92 Sin N 249t3000For= 47' A% = 249+BOO# C3 775/ 58. G 3 f'O,T �N250f53.'4 Of WS 244#92.64 8 C EN 249#,30. 00 POT = ° 47'R/273 249#20. 00 P0. C. ,1141 Er Edge 07 -matt- ' \3;2> t , 'er/ove €,ri5/149 ra///4y and re/o/ace w/fh Ca/7ere/e (irrier Tyoe 27 K4loai72ed). For' /, /s of re/mova/ Ovid re o%e77en, see " //»g P.4P/Er cement' Dc/4.-51/4- ( bSSuuubbtn tttied by � 8200 DS 01:9 DESIGN DETAILS co EA/ 205tas.09PRC -4-- 250 EN bile 4 850 NJP- Va S V - Co S2 EL EVAT/ON 5 EX/5/ Rite, .92 ,e0/1710 \ B3 257 t 07 93 IP 47-4 /we . l70 42c /"_ 29 ' 0„ APPROXIMATE QUANTITIES TEMPORARY RAILING (TYPE K) ACCESS OPENING, DECK REMOVE BRIDGE RAILING BRIDGE REMOVAL (PORTION), LOCATION BRIDGE REMOVAL (PORTION), LOCATION FURNISH PILING (CLASS 70C) DRIVE PILE (CLASS 70C) PRESTRESSING CAST -IN -PLACE CONCRETE SEAL COURSE CONCRETE DRILL AND GROUT DOWEL CLOSE ACCESS, DECK CORE CONCRETE (6") JOINT SEAL (TYPE B -MR 1") JOINT SEAL ASSEMBLY (MR 2 -1/2" -MR 4") CONCRETE BARRIER (TYPE 27 MODIFIED) CRASH CUSHION, SAND FILLED SE253,59,22BC EN 264 03.1.3 fee remov 4) - EA/ 75/ t` 3Z 31 /Z94 ["N213' 6/.33/'OC m ch LP - 252 253 253 Crash Cash/iw EN26.3 *4084 ,5C LOADFACTOR DEMGN ilkhrnel-0 LAYOUT Lthe Ts 5195467 LIVE LOADING! 11520-44 AND ALTERNATIVE AND PERMIT DESIGN LOAD 54 ecre 1,&41 11Y81 254 se Luie 7: 27769/ PLAN QUANTITIES 40.."/ ilicr.v/Afirro 9-8/ Lott Fog& 9,451 SPEC IF ICAT IONS 13 Piens and Specs nkej Compand ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 1,340 LF 6 EA 507 LF LUMP SUM LUMP SUM 59,500 LF 773 EA LUMP SUM 110 CY 286 LF 6 EA 93 LF 36 LF 328 LF 5,579 LF I EA 253o 52,92 POC Lire EN Z/i7c As 3°04'221' State of CALIFORNIA DEPARTMENT OF TRANSPORTATION 2 .55 255 266 257 for 4.0 es/eve/70ns see "Index 740 Piat7 "..shee74, FINAL PAY QUANTITIES STRUCTURE EXCAVATION (BRIDGE) STRUCTURE EXCAVATION (TYPE A) STRUCTURE BACKFILL (BRIDGE) PERVIOUS SACKFUL MATERIAL STRUCTURAL CONCRETE, BRIDGE FOOTING STRUCTURAL CONCRETE, BRIDGE STRUCTURAL CONCRETE, APPROACH SLAB BAR REINFORCING STEEL (BRIDGE) MISCELLANEOUS METAL (BRIDGE) MISCELLANEOUS METAL (RESTRAINER) 256 2,925 CY 325 CY 1,415 CY 10 CY 1,445 CY 11,730 CY 16 CY 3,206,000 LB 17,600 LB 15,100 LB 21-6 258 250 257 Notes / is1/22g: 524/7/c lutes shown /has. - CO Nia7 eats 100/4 74 Ole 717b7/%7741/92 STRUCTURES - DESIGN PROJECT ENGINEER REGISTERED CIVIL ENGINEER NO. cu 042/0 BRIDGE NO. ZS 7 258 c36- 252k ROUTE 92 /101 SEPARATION RIGHT 3RIDGE POST MILE X2 8 Disregard prints hearing earlier rrwision dater, --is GENERAL PLAN 1 REVISION DATES (PRELI INARY STAGE ONLY SHEET 3,41,44 *5y DIST. COUNTY ROUTE POST PILES —TOTAL PROJECT NEAT TOTAL NO, Measured a/ong '4 "Gig 3s Measured a/otg "NE''L/ne /5-0"_, 78'-21. " L`/Ninge7� "genii 32 NE rt /mfrsec/,on O/ "NE" Line and bed 33,? S „a , N T//. /7/2.99 //. 9 04 5M 92, /0/ 322 499 ` /V' '7 f g CHIEF, OFFICE OF STRUCTURES DESIGN REGISTERED CIVIL ENGINEER NUMBER DATE APPROVED SO 011 0cfo,ber 24 /35/ 30-0' 7Un S @ 9510" zes-- O -, des,- U iv -v .y✓ - r✓ < < ---- - I Jee/ 3283 -, /5'0" es ,e //7/79e _ Hinge<►-__ Ir 256 258 .Ben/ 29 R 0 53 gem m30,e £&; / 32 k genf3.3R Ben/34k 259 260 PEE' Line N75°/6' 28 `E .59 Ex's/ ,E/e 92 £8 259 267 259 60 2G 05E" Line_4_ -�--� 260 Nll 0 /ndica/es /oca/ on of nviwne v ver-/icc:7/ c/earaiice. _ Al 2n DS D1.9 - 1� I, wooded I '• 1 SZee !_ / PEM STEFEC l - r'l. VF ER NUMBER (;),Atn / Ifs, DESIGN DETAILS Jas k,.1c ct_r t_/g, K By Bidwe// 1-60 11v ,CA!/ ,✓,sw,Ncro cot,".") 26/ 6/ 26/ afr- dE Gained1/41 N67'29'35'1 67'29'35'1 -+- 26/ 9124'// 'Las 1-ong q-81 5 LOAD FACTOR DESIGN LAYOUT By —p QUANTITIES 9-61 SPECIFICATIONS h f ,Br2d9ie 262 EL EVA TION /C 301- 041 NO Bt8O, 49,8C 263 262 263 62 62 2 k; ,5cid9e NE 2627450.a -see PL A N t' • 41, 2d 3 SE 2631Si 39 8C NO /0# 25,30 ROC= SE 26347,66 PGC a 0 bt /'' 50-0' LIVE LOADING: H520-44 AND ALTERNATIVE AND PERMIT DESIGN LOAD -) RCP; 4, freThe tit 2\ ./.S/ Plans and Sta gy Con pare d ORIGINAL SCALE IN INCHES FOR REDUCED PLANS NO /Or8/.2EC ,den/35.7 be4/36 ,P ,fin/ 37R %enf38/2 264 2GS � 266 Da/a/n e/eva//on C/435 70-C P//C5 tot Tito E/eva/'ons sac ''Index lo Plans "s/ce! 7774/0 97'6/, 9/ 7)0C -- ,63 263# 29.88 POC \\ -+- 264 CA 1,83 L Line "6.3" Line I R' f000 265 -4-Rz 9500 265 2‘4---- 111-400 1% /04 765 :'�,+'" ' k's 4400 —!- SE 264 +99.53 PPC NO /0# ' .586 ROC NE 263 t5./3 POC e3 "Line ,€= 9500' Ad- 37°//'/2" La 6/6.S 75' 7; 3/95 87' I:4/01/Line ,P= 2400' 4 r 4045'23~ L= 20/33' 71 - State of CALIFORNIA DEPARTMENT OF TRANSPORTATION 1 a STRUCTURES - DESIGN BRIDGE NO. 352528 C-'‘,saC.) PROJECT ENGINEER REGISTERED CIVIL ENGINEER NO. 1 Icu 042/0 WO /3465/ POST MILE ,P. //23 216 266 ,e. 95501 z6 26 'sr Line if 4400' 4= 2°//'22" La /6a/4' T- g4, 0e 266 /C 9550' is /°_8'03" Ls 300,/6' T= /5009' R- g57C, 52.78 fit It I I ;'I 267 fr/7/39k 267 267 E 2670 /7.56. Err /2£.5E 26 7i/7. 28 /%Z NE ~Line k= 3000' A- 5°46'20" L= 302.23' 7= /SA 2 4' ,Q= 9566 t1= 0059'x,3" L= /6476' T 82.39' s'. s=, ROUTE 92 /101 SEPARATION RIGHT BRIDGE Disregard prints bearing tar] il r ri Ni bun i.ul -G GENERAL PLAN 2 REVISION DATES (PRELIMINARY STAGE ONLY) I2 SHEET Of - 3 DIST. COUNTY ROUTE POST PILES —TOTAL PROJECT RC TOTAL 04 s/4 92,-%0/ T//9/T/29, /i• 9 323 499 �!er` /-/4?e Cos/ /r/ - P/ace ,res/ress ed Cori c re /e /2510 50 II 4 /101-0g Cas/-/,y-Race Tres/ressed Cor/ere/e /d.01-011 90'-0" %5'D';. Mnge 3 spews &2 /101-0" = \Measures /5'01 re f//nge a/ong O3 Lure 2e8O'D" _ /6O'O" 55=0' 3e85=0" =255=0" I ll ,gert38L i gen/ 39/0 Ben/ 39L DA Ii beef 40 L 1 11 gen/ 4/L 13e4/ 4o,Q H7ghwa/er E/e✓=105' 6e/7/4/g Kenn/ 42/ Ben/ 43/ gen/ 49R Ben/ 44/ Abol 45/. Ben/ 44 R Sen/¥5R CHIEF OFFICE OF STRUCTURES DESIGN DATE APPROVED REGISTERED CIVIL ENGINEER NUMBER OrlobPt P4 /See / Abut 46R X04/o,'n E/evof/or/ _ -300 267 A/4//nger ,�3L'2'i'e I ,P 5000'11 I , 268 &L 266f al fCEng 23 Zit, /q 267#00,00 269 t sot I� —4-- 267 7 eA/E"Line /C 9,56 ' 26 2618 i iI, 'SE"Line - e Merge ' 1 ,P- 957E3' 269 Iti 270 27/ ELEVA T/ON /"3010" a 272 273 e 274 C/ass 70-C F//es /'or T�/ E/Bv4f,'CM S see "Index fo P/Ares " sheet' 875• �-73e oFFi// �—r T Fop of'5// 7/z.r- •, — Approach Slab (AC. Pave/nen/) E8 S/a 27474/0,00 E/e✓ 270 7, x,83 " Lriie 27Z /P= 9500 273 1' I //urge /2iff/VE2C#/75"6£0 ,geg/rr E..o Corve NE 227t/7, 56i Se= /2'1f/ SE2G7*/7, 28/toe 1e= /2 400' 69.63.R/ 53 266i26,9GPOC= /9CC Se Curve SE 267*99, 69EC= 47',ei,Y B3 2684 00 00 /°DC PLAN /''= 30 847/7 0 . See Eel/ Brh'ge ,o/ens for deti/s of sign lebe a'otian %VE""Lthe /P= 9566 4= 0.55 '3" L s /478 Ts 82.39" ;8.9 nZthe ,P 9500' As 37°//'/2" L= 6/6,178 T= g/9,S 87 276 276 EB 5ta 274 75,00 T 1/alwgrd G> E/ev Approach Slab SAC Pave/nem') o,I 59 ifY 93 273t/4 52 EC EP Carve 133/„Lrire ,e 5000' Q- 9°52/33/' L= 86/,63' T= 43/991 P$E"Lrire a= /°4B'03" L= 300./6, r=/.50.09' "EP/1 Curve 9578' A- O°39'/2" L = /09, 22' • Top of Fil/ Toe of Fa Wale: 0 Loco//on for ,oain/i'79 number and n4/ne. "EP'' Carve ,F= /2,400' A : 2°/6'07 L- 49098' bridge Submitted by a ^ /+ DESIGN ENGINEER REGISTERED CIVIL ENGINEER NUMBER By DESIGN 1- `61 Cher ud 2/// 5-47 LOAD FACTOR DESIGN 'PP D SIG DS DIES Recommended B. SUP e ISO EGISTER FO CI 74T7 R NUMBER DETAILS QUANTITIES By g8/�/ set // 460 By ,gyp,// N/Sf//A'fo7O /le SAN✓o 9-8/ Che Checked Vijnoot, 5-i/ Lai ¥oMi gi-eI LAYOUT SPECIFICATIONS B j e LIVE LOADING: HS20-44 AND ALTERNATIVE AND PERMIT DESIGN LOAD €tE /S4 2 foy, Chec cd Plane and Specwk, Compared ORIGINAL SCALE IN INCHES FOR REDUCED PLANS State of CALIFORNIA DEPARTMENT OF TRANSPORTATION 1 2 STRUCTURES - DESIGN 2 R \\ (J4,„ 44, PROJECT ENGINEER REGISTERED CIVIL ENGINEER NO cu OQ 2/0 wo%346,5/ BRIDGE NO. 35&52% ROUTE 92 /101 SEPARATION RIGHT BRIDGE POST MILE Disregard prints hearing earlier revision dates GENERAL PLAN 3 REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF '75Q 3 13 DIST. COUNTY ROUTE POST MILES -TOTAL PROJECT a T TOTAL N9. Sri 04 S M 92. /0/ T/19/77Z,9, //, 9 374-49c: CLASS 70C P/LES LOCATION SPECIFIED TIP ELEVS PR B_A'BLE TIP ELEVS BENTS 229 S 23R -70 -75 BENTS 249 TI -190 28R -75 -80 BENTS 29R THRU 38R -80 -85 BENT 399 -35 -90 BENTS 409 THRU 45R _ -90 -95 ABUT 469 -95 -100 SHEET NO. TITLE • • INDEX TO PLANS 1 GENERAL PLAN 1 2 GENERAL PLAN 2 3 GENERAL PLAN 3 4 INDEX TO PLANS 5 PROFILE GRADE AND SUPERELEVATION 6 DECK CONTOURS 1 7 DECK CONTOURS 2 8 DECK CONTOURS 3 9 CAMBER DIAGRAM 10 FOUNDATION PLAN 1 11 FOUNDATION PLAN 2 12 FOUNDATION PLAN 3 13 ABUTMENT 46R 14 BENT 22R 15 COLUMNS AND FOOTINGS BENT 22R 16 BENTS 23R THRU 32R - DETAILS 1 17 BENTS 23R THRU 32R - DETAILS 2 18 BENTS 23R -26R AND 30R -32R FOOTING DETAILS 19 BENTS 27R THRU 29R FOOTING DETAILS 20 BENTS 32NE, 37R AND 38R DETAILS 21 BENTS 33R THRU 36R DETAILS 22 BENTS 32NE, 33R -38R COLUMN AND FOOTING DETAILS 23 BENT 39R 24 BENT 40R 25 BENT 41R 26 BENT 42R THRU 45R 27 TYPICAL SECTION 1 28 TYPICAL SECTION 11 29 TYPICAL SECTION 111 30 PRESTRESSED GIRDER LAYOUT - SPAN 21R 31 GIRDER LAYOUT - SPANS 22R THRU 27R 32 GIRDER LAYOUT - SPANS 28R THRU 31R 33 GIRDER LAYOUT - SPANS 32R THRU 38R 34 GIRDER LAYOUT - SPANS 39R THRU 41R 35 GIRDER LAYOUT - SPANS 42R THRU 45R 36 TOP GIRDER REINFORCEMENT AT BENT 22R AND CONSTRUCTION JOINT A62 -B A62 -C B0-1,3,5 B2-8 B2-9 B6-21 B7-1 B8-5 B11-30 Bzoo DESIGN ENGINEER DATE APPROVED REGISTERED CIVIL ENGINEER NUMBER Or/oAer 24, /32/ 37 TOP GIRDER REINFORCEMENT - BENTS 23R THRU 32R 38 TOP GIRDER REINFORCEMENT - BENTS 33R AND 34R 39 TOP GIRDER REINFORCEMENT - BENTS 32NE THRU 34R 40 TOP GIRDER REINFORCEMENT - BENTS 35R AND 36R 41 TOP GIRDER REINFORCEMENT - BENTS 37R AND 38R 42 TOP GIRDER REINFORCEMENT - BENTS 43R THRU 45R 43 BOTTOM GIRDER REINFORCEMENT - SPANS 22R THRU 31R 44 BOTTOM GIRDER REINFORCEMENT - SPANS 32R AND 33R 45 BOTTOM GIRDER REINFORCEMENT - SPANS 32NE AND 33R 46 BOTTOM GIRDER REINFORCEMENT - SPANS 34R AND 35R 47 BOTTOM GIRDER REINFORCEMENT - SPANS 36R THRU 38R 48 BOTTOM GIRDER REINFORCEMENT - SPANS 42R THRU 45R 49 HINGE DETAILS - SPAN 21R 50 HINGE RESTRAINER DETAILS AT BENT 21R 51 CONSTRUCTION JOINT - SPAN 22R 52 HINGE DETAILS NEAR BENT 32NE 53 PRESTRESSED BOX GIRDER 24" HINGE - ELASTOMERIC 54 BOX GIRDER 24" HINGE - ELASTOMERIC 55 HINGE RESTRAINER LAYOUT 56 HINGE RESTRAINER UNIT - TYPE 2 57 JOINT SEAL ASSEMBLY 58 DRAINAGE LAYOUT 59 DRAINAGE DETAILS I 60 DRAINAGE DETAILS II 61 DRAINAGE DETAILS III 62 DECK DRAINS - TYPE D-1 (MODIFIED) 63 SIGN FOUNDATION DETAILS 64 CRASH CUSHION DETAILS 65 CONCRETE BARRIER TERMINAL SECTIONS 66 TEMPORARY RAILING PLACEMENT 67 RAILING REPLACEMENT DETAILS 68 CONCRETE BARRIER TYPE 27 (MODIFIED) 69 APPROACH SLAB (AC PAVEMENT) 70 PRESTRESSED CONCRETE PILE SPLICE DETAIL 71 LOG OF TEST BORINGS 1 OF 3 72 LOG OF TEST BORINGS 2 OF 3 73 LOG OF TEST BORINGS 3 OF 3 STANDARD PLANS DATED JANUARY, 1981 EXCAVATION AND BACKFILL(BRIDGE SURCHARGE AND WALL) EXCAVATION AND BACKFILL(BRIDGE) BRIDGE DETAILS PILE DETAILS - CLASS 70C LOAD TEST ANCHOR PILE DETAILS JOINT SEALS BOX GIRDER DETAILS CAST -IN -PLACE PRESTRESSED GIRDER DETAILS TEMPORARY RAILING (TYPE K) • Checked DESIGN 13 DETAILS IC c�lGlt�-�� Checked T QUANTITIES OS O1"9 H_ er Checked Lai TO n ` q - a) ORIGINAL SCALE IN INCHES FOR REDUCED PLANS State of CALIFORNIA DEPARTMENT OF TRANSPORTATION 2 STRUCTURES - DESIGN CG 1\, S 2_ 0e PROJECT ENGINEER REGISTER cu 042/0 3 WO /3465/ D CIVIL ENGINEER NO BRIDGE NO. 35-252R POST MILE R /1,8 ROUTE 92/101 SEPARATION -RIGHT BRIDGE Disregard prints inuring earlier revision datle, —i INDEX TO PLANS REVISION DATES (PRELIMINARY STAGE ONLY( SHEET OF 4 ,-S " D I S T . C O U N T Y R O U T E P O S T M I L E S P R O J E C T N o T O T A L T O T A L 0 4 5 , 4 1 9 2 , / O / T / / 9 / r / 2 , 9 , / / . 9 3 2 5 4 9 9 + a 5 6 8 0 0 ' V C , P A C = - 0 . / 2 % / s t a . \ S V C 2 4 6 7 4 5 0 E / e v 3 2 4 / - 0 3 9 % E V C 2 5 4 f 5 0 S V C 2 6 4 , 4 0 0 / 0 , E l e v . 3 3 . 0 9 E / e v , 2 9 , 3 9 / e / C _ = V C ��3 % / s / o . p e V C 2 7 4 7 4 0 0 E / e v . / 3 . 9 5 ' ' �%' l a a n t i _ D E S I G N E N G I N E E R " D A T E A P P R O V E D D c / o 4 e r 2 6 4 9 8 5 Z o o R E G I S T E R E D C I V I L E N G I N E E R N U M B E R P / C v e o ���� 3 ' 9 ' / o / s i t � 0 % E I / C 2 7 9 1 4 0 0 / E / e v , 7 2 0 1 4 / 9 2 5 0 / 2 3 4 5 6 7 8 9 2 6 0 / 2 3 4 5 6 7 8 9 2 7 0 / 2 3 4 5 6 7 r 5 % - 5 % P R O F I L E G R A D E 2 3 ' R I G H T O F 8 3 P R O F I L E N o S c a l e T r i v e / e d W a y 1 , ' Q i g h f S h o u / d e r - e % L e i f S h o u l d e r ( 1 1 1 1 + I I 1 1 I 1 1 1 1 I 1 1 1 1 1 1 1 1 l i t 1 1 1 1 1 t 1 1 2 4 5 2 5 0 2 6 0 2 7 0 2 8 0 S U P E R E L E V A T / O N D I A G R A M N o S c a l e 3 y D E S I G N C h e c k e d C h e c k e d D E T A I L S Q U A N T I T I E S D S . 0 ' 0 9 t 3 y e * A A , d e C h e c k e d o N c i 1 L . a 1 F 9 O R I G I N A L S C A L E I N I N C H E S F O R R E D U C E D P L A N S S t a t e o f C A L I F O R N I A D E P A R T M E N T O F T R A N S P O R T A T I O N I S T R U C T U R E S - D E S I G N k 1 1 ( 1 , % . l t , . . . . P R O J E C T E N G I N E E R R E G I S T E R E D C I V I L E N G I N E E R N O . 1 c u 0 4 2 / 0 3 I w o / 3 4 6 S / B R I D G E N O 3 6 - 2 5 2 , P P O S T M I L E R / / . 8 I R O U T E 9 2 / 1 0 1 S E P A R A T I O N R I G H T B R I D G E P R O F I L E G R A D E & S U P E R E L E V A T I O N D i s r e g a r d p r i n t b e a r i n g e a r l i e r r e v i s i o n d a t e s - - �� i ( R E V I S I O N D A T E S ( P R E L I M I N A R Y S T A G E O N L Y ) S H E E T O F - ' 3 INST. COUNTY ROUTE POST MILES -TOTAL PROJECT No , ,DUA 04 5# 92, /0/ ri/9jr/2 9, ; 9 326, 499 • Ala/ch %me r 25767400 • N Nofe a /ndica/es even) too/ eoz*e"ts x /Aa'/Cafes /0' ,i /nQ/S' Con/oars do no/ i>7e/ode canter Scale : /c= 20'-0 r DESIGN ENGINEER DATE APPROVED L/E�/ -�O ber /.98 / Sz.co REGISTERED C V,L ENGINEER NUMB OS 0139 el s C hrck_d DESIGN DETAILS GCB 6-80 &Goy' QUANTITIE By ` �NjG(, �R 9-F, State of CALIFORNIA Checked.. 1. t Fos 41-8) DEPARTMENT OF TRANSPORTATION ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 1 I 0 t I 2 3 STRUCTURES - DESIGN 2 PROJECT Piz ENGINEER CU 042/0 wo 4544,57 BRIDGE NO 3S2sPie ROUTE 92/101 SEPARATION RIGHT BRIDGE POST MILE no//e3 DECK CONTOURS I Disregard prints bearing earlier revision dates -i REVISION DATES (PRELIMINARY STAGE ONLY) SHEET �4 OF 13 /N,a/e% Line: 26/7400 ee»/3 /Ye /Yl&fCA Line 266,498 No/e o 494cwi'es eve/"- 4o/ con/0075 x /na' 'd/es 49' in/erva/s Con/ours ab 7;o/ /i'c%de comber" Scale; /"=20'-D" DIST. COUNTY ROUTE POST MILES —TOTAL PROJECT —22.— 04 54/1 92,10/ T//.9Jr1e.9 /l 9 32.7 499 DESIGN ENGINEER DATE APPROVED REGISTERED C,VIL ENGINEER NUMBER OSoZ er- 26, /9031 —7001M the.' 26674 98 Os O1L'9 916 I1 DESIGN Checked DETAILS QUANTITIES GCB 6 -so (79179 e/ 69-8/ 4'. ), S -xy' 9-1/ Lai 'FoN6- 4-81 ORIGINAL SCALE IN INCHES FOR REDUCED PLANS State of CALIFORNIA DEPARTMENT OF TRANSPORTATION STRUCTURES - DESIGN 2 PROJECT G 1 \+ ENGINEER C '52� Cu 012/0 wO/346.57 BRIDGE NO 35-2528 ROUTE 92 / 101 SEPARATION RIGHT BRIDGE POST MILE Acw,e DECK CONTOURS 2 SIM 9Vs.regard prints bearinir earlier revision dates --� 9% REVISION DATES (PRELIMINARY STAGE ONLY) SHEET S OF 13 DIST. COUNT! ROUTE POST MILES -TOTAL PROJECT .me 328 TOTAL 04 Sh! 92, /0/ 49. 9j16 41a/e4 Line : 272,40 A/o/e o /n di cafe s even- tool COMiOar5 X /ndka/es /0' ir7ferv4/s Con four does no/ Me/od'e camber Scale : /" ` 20/-0a T//, 9Tr2 9 /1..5 DESIGN ENGINEER ,/� � REG'STEREC C V'L/ENNG.NELR NUMBtR DATE APPROVED OC/0Ae/) -L�j�� /- EN v DESIGN Checked DETAILS QUANTITIES U 6 -go 9-P/ ..(111E.CDF sem 213 -14511 Checked Lai Covell 4 _ 8/ ORIGINAL SCALE IN INCHES FOR REDUCED PLANS State of CALIFORNIA DEPARTMENT OF TRANSPORTATION 1 STRUCTURES - DESIGN 2 PROJECT "'Z ) ENGINEER ✓''''"-�.� cu 042/0 wo /346 s/ BRIDGE NO, 3seeete ROUTE 92/101 SEPARATION RIGHT BRIDGE POST MILE Disregard prints bearing earlier revision dates ^1 943/80 DECK CONTOURS 4. REVISION DATES (PRELIMINARY STAGE ONLY) SHEET 8 OF -13