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HWY 92 and HWY 101 Separeation of North East Connector
.114 + 3.04 j 250+ CDC. SC a ! 7.00 tai' -111/8" ER0F1L._EL GRACE 102c)'- 2)/4" E6 +o Hinge, measured along NE Line @ ojo'-c" I= 5401-cD" 71'- O" '111.1 a II Abut. I LIE r l ben+ 21.1E it TCa+L.)rn E.! -50. C..7 Cor,crc-+t P; !its Clete 70C De -Sign Loodinq 70 Ton Location Spec. Tip El Probable Tip EI. Abut. I kJE - SO.0 -95.0 5e,nt 2tiE - 90.0 -05.0 (3er,t5 3)..1E +hru 5N E - -70.0 - 75.0 Bent GNE - 7 3. 0 - 78.0 Ben -t- ? NJE thru 9ILJE - 75 .0 - 60.0 Benrs JO NE thru 12 11/41E - 50. O -85.0 7) 257+g�..4s EC \ S. N \Co 252 '251+ 20).04- CSC, Approach slab �- 1 25 I+ 02.2 3 a a L9 to 08 Patnt i{. 1.1 E 254 M PSen* 5 LiE DEVELOPED ELEVATION I" = 30' APPROXIMATE QUANTITIES FURNISH PILING (CLASS 70C) DRIVE PILE (CLASS 70C) JOINT SEAL (TYPE B -MR 1-1/2") JOINT SEAL ASSEMBLY (MR 2 -1/2" -MR 4") CONCRETE BARRIER (TYPE 27 MODIFIED) FINAL PAY QUANTITIES STRUCTURE EXCAVATION (BRIDGE) STRUCTURE BACKFILL (BRIDGE) STRUCTURAL CONCRETE, BRIDGE FOOTING STRUCTURAL CONCRETE, BRIDGE STRUCTURAL CONCRETE, APPROACH SLAB BAR REINFORCING STEEL (BRIDGE) MISCELLANEOUS METAL (BRIDGE) MISCELLANEOUS METAL (RESTRAINER) PERVIOUS BACKFILL MATERIAL PLAN I"- 30' 13,555 LF 193 EA 12 LF 30 LF 2,098 LF 1,380 CY 680 CY 655 CY 2,260 CI' 5 CY 713,000 LB 6,300 LB 600 LB 7 CY 1Ja rH' G ,J E r Mnl+r h L;ne. P-- - Approx. cam. Via. olor)CJ Li E. Line ben- 11.1E ben+ 6 LIP. 25Cs INDEX TO PLANS SHEET NO. TITLE 1 GENERAL PLAN NO. 1 2 GENERAL PLAN NO. 2 3 DECK CONTOURS NO..1 4 DECK CONTOURS NO. 2 5 FOUNDATION PLAN NO. 6 FOUNDATION PLAN NO. 2 7 ABUTMENT DETAILS 8 BENT DETAILS 9 FOOTING DETAILS 10 TYPICAL SECTION 11 GIRDER LAYOUT 12 TOP GIRDER REINFORCEMENT NO. 1 13 TOP GIRDER REINFORCEMENT NO. 2 14 BOTTOM GIRDER REINFORCEMENT NO. 1 15 BOTTOM GIRDER REINFORCEMENT NO. 2 16 BOX GIRDER 24" HINGE DETAIL - ELASTOMERIC 17 JOINT SEAL ASSEMBLY (MAXIMUM MOVEMENT RATING = 4") 18 RESTRAINER UNIT - TYPE 2 19 DRAINAGE LAYOUT 20 DECK DRAIN - TYPE „D-1 (MODIFIED) 21 CONCRETE BARRIER TYPE'27 (MODIFIED) 22 PRESTRESSED CONCRETE PILE SPLICE DETAIL 23 APPROACH SLAB (AC PAVEMENT) 24 LOG OF TEST BORINGS 1 STANDARD PLANS DATED JANUARY, 1981 A62 -C EXCAVATION AND BACKFILL PAYMENT (BRIDGE) 80-1 BRIDGE DETAILS B0-3 BRIDGE DETAILS 80-5 BRIDGE DETAILS BO -13 BRIDGE DETAILS B2-8 PILE DETAILS - CLASS 70C B6-21 JOINT SEALS B7-1 BOX GIRDER DETAILS es Standard P/an Sheet No. Detail No. LIMITS OF <. 13er-)t 8= Mach Lice 11 a3 amlf- 51-o" DIST. COUNTY ROUTE POST NILES—TOTAL PROJECT rOM 0 M MOM c4 am S2c to 7//9/'/29.//.9 450499 90/a CHIEF, OFFICE OF STRUCTURES DESIGN REGISTERED CIVIL ENGINEER NUMRER DATE APPROVED Orin hor 2c, /JS/ Line. Q. J' - �14 121-0" V-5 I j tOrofi le, Grade !'- e" ' Pr-ie� Concrete barrier Type 27 Modified Cast -in -place Re,ir,Cc.?rcec>' Corcrete, Apprc.x. Firm. Car-•. TYPICAL SECTION t"" !01 Pr-icic3t L1°. 35-2.52 " 4 "Rau`+. 92/tot 1J E corm 1-1eo+or" O- Pain IL 1 er7+ ►Dumber For "Generct1 Llo+e °h" tee " Deck Contour=., ?Jo. `c. " po,rn-Hcar-, at?? Vii F.NG.:+EER NUM?EP DESIGN 219$ CM1,NCLM NUMB r_ DETAILS QUANTITIES By 2/30 1.1.4 441 LOAD FACTOR DESIGN LIVE LOADING: HS20-44 AND ALTERNATIVE AND PERMIT DESIGN LOAD LAYOUT IF 'CATIONS ;24/ Plan) and Spec'}�F^,lJ C .npsrvd ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 State of CALIFORNIA DEPARTMENT OF TRANSPORTATION 2 STRUCTURES - DESIGN 6 PRO/ECT ENGINEER REGISTERED CIV L ENGINEER NO.: Cu n't- Q I C) wo 1 311-' 5 1 BRIDGE NO. 35-2F,2R ROUTE 92/10I SEPARATION -NE CON N. POST MILE RII.B Disregard prints hearing earlier r visir n doll --� GENERAL PLAN N O . I ♦ REVISION OATES (PRELIM) ART STAGE ONLY) )/ gre SHEET Or- tvia+ch Li r;e 257+25.00 13vc a1. 2 S.O 1 + 5.04 400' \/C., 2G I + 25.00 E'/G E1 32.53 4- @ R = - 1.08 % per S+a+iorm PZ. F -I L_E GRAOE IJo eca1e In Q '- 21/4" Fta -to Hinge measured cilong NE Line = 3Co0' Ou G5'-81/8" / pprox_ 0. . a1orn9 kJ Ea e, LiE be,n+ 9 IJ E OCI4arn El. - 50.0 255 5ermi 5= Motel -1 Line 258 H;r-,c e == _ _ _ _ _ _ ` _ = _ -1 r l -I I men+ 10 LIE h ben+ IL IJE ELEVATION ben+ 12 260 262 1"= 3o' 1J G3°CS'24"E. 257+ 95.041- E.G PLAN i"= 30' ne/f 2Gt 2G8± 51.39 P. c • S E, Line K.J G7° 29' 38" E 2c3 2.G1+31.42 t 4--inee, Et. 32.45 COUNTY ROUTE POST MILES -TOTAL PROJECT inn TOTAL . �DIET. 4 eM s2, to1 T//.9/T/29/49 4.J/ ¢99 4 �• CHIEF, OFFICE OF STRUCTURES DESIGN REGISTERED CIVIL ENGINEER NUMBER DATE APPROVED 2G.3-1- 41. G G SE. - lot 2P). 0 t..lo 007‘0,66)/- 26 198/ 2c +53.13 1-4 E.= 10 4 45.86 NC7 R 4.4 0a, R= 3004' l 0+ 8 1. 8 2 E.C. 0' s m SUbl rE GN ENG,NF.E dPProve! jteco:n menicd SU PE R V' 5OR RFE STER ED CIVIL. ENGINEER NUMBER ��dad ' 6/92 OS Dre QUANTITIES REC:OSTERVE CIVIL ENGINEER NUMBER _ DESIGN DETAILS I3Y t 2/$4 Chec Che C.I ¢-c kv ,rSP[C IF I CAT IONS 4445,4t: V5/ LOAD FACTOR DESIGN LAYOUT. LIVE LOADING: H520-44 AND ALTERNATIVE AND PERMIT DESIGN LOAD Check, Plane and SPtp j /1/2/Coml:ared 7ljj ORIGINAL SCALE IN INCHES FOR REDUCED PLANS Sr, 0 State of CALIFORNIA DEPARTMENT OF TRANSPORTATION 1 l 1 2 BRIDGE NO. STRUCTURES - DESIGN G 3P) -252R ROUTE 9 2/101 SEPARATION -NE CONN. kill )4/42L7 PROD T ENGINEER REGISTERED CIVIL ENGINEER NO. CU 04210 wo 1 34 G 5 1 POST MILE RILL) Disregard prints bearing earlier revision date_ -► / ' • GENERAL PLAN NO 2 REVISION DATES (PRELIMINARY STAGE ONLY) SHEET I 2 OF 24 e GIST. COUNTY ROUTE POST MILES -TOTAL PROJECT SxnT Mo. $TOTAL 04 8M c,2, 2r//9,1;72 9, //.3 452 499 ioI I�l E Line R= 45o' 2534 8o Mo+ch tine r 07 0 Y m 1 x x 1» S S Y S 8 w t. 2\bu+r-nen+ 1 S .13 1J' S • Be. n+ Fj 1.1 E__ S Ecl 9 e of Dec k x • •— • _ • 10 1 Edge of cde, 5e,r± 2 kiE A S qe of' CDeclt f 19 W S PLAN I"- lot 20 Y b e ri -f L1 E Ed,e, of' Deck Y ❑ - InciIcatez even foot X - Denote, lo' jr-rferN/aiee. Gon+ourt cd0 no4 1r -dude camber. 2. -\ 2 12 Pend aLIE S HincJe,re--r- Y S /3 S men4 7 fVE S 2'3 r Y S s S State of BRIDGE NO 35-2528 ROUTE 92/101 SEPARATION — N E CONN. fi DATE APPROVED /4 /44a '1 / REGISTERED CIVIL ENGINEER NUMBER Qc/o/'e°r° e 6, /L98/ r f3en+ 4 kJ 2h" f2_ 7257 -cc --` Mpfch Lire S 25 1 1�l E Lin e� RI= 430' 2.53+ 80 IN/Icrfch Line. 29 (p DESIGN fly/ra By DETAILS QUANTITIES DS 0129 tho 4/am Check iaow Check • Check 0" ORIGINAL SCALE IN INCHES FOR REDUCED PLANS CALIFORNIA DEPARTMENT OF TRANSPORTATION STRUCTURES - DESIGN e JE� 1( I<,02 PR CT ENGINEER REGISTERED CIVIL ENGINEER NO. i Cu a 4•12.10 3 Iwo ► 34Col, 1 POST MILE RI I.5 :)isrI Bard prints benrnl;_+ ro is ion date:" DECK CONTOURS NO. I REVISION OATES (PRELIMINARY STAGE ONLY) SHEET OF 3 24 257+©a Match Line -y• N 25c + 50 1.4cefch Line ■ M PLAN 2 r6.±c-Jc) PI 26 ..--• F3a n 12 1.! E ,-)3e, be,r + II N E ■ 27 Y N 28 t�a+e : ❑ - even foo+ col -doors. x - Deno+e,5 10' intervals. Corm+ou r'e olo no+ include camber. 29 I"= to' �- --- t._ O FJ E< x 30 Ed:a of, Deck 31 Y ■ �d9e of Deck. 32 NE Line, N c 3' cos' 2..4" 2.50+00 Pt - 2 . N ■ M DIST. COUNTY ROUTE POST MILES —TOTAL PROJECT 7//97T/2.9//.9453499 MO. Tr TOT*. $ O4- SICI S2, i 0 DESIGN ENGINEER DATE APPROVED 2: 7 EGISTERED CIVIL ENGINEER NUMBER Dc/ohPc %, /967, 25C.7).} 50 Ma+ch Line, GENERAL NOTES LOAD FACTOR DESIGN DESIGN AASHTO doted 1977 with interims and as supplemented by BRIDGE DESIGN SPECIFICATIONS inserts LIVE LOADING: HS20-44 and alternative and permit design load. IEINFORCED CONCRETE: ty = 60,000 psi 1'c = 3,250 psi • = 9 2 7 -r o o (� I 5; I + 12.0 % LA-. 31 -mid. Profile Grade Transverse deck slabs (working Stress Design) fe = 20,000 psi tc = 1.200 psi n _ 10 2GO4 15 P 1 0 100' MC Typical 12.0 % R+. Shld. SUPERELEVATION DIAGRAM No taco l e, OS D' 9 /8' State of C°eOk , eaf Al 18, CALIFORNIA `h ed DEPARTMENT OF TRANSPORTATION Check � ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 2 1 3 STRUCTURES - DESIGN C PROJEIA ENGINEER REGISTERED CIVIL ENGINEER NO. Cu 04-2 I o wo 1.54G51 BRIDGE NO 35-25%R POST MILE (ROUTE 92/101 SEPARATION - NE CON N. DECK CONTOURS N0.2 Disregard prints bearing earlier revision dams --► REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF 24 2 a /v 0 251+GG• I, / t ;'� TYf� / 25I +02. 8 // i to ,' Co C, -2.0 G c.sv ; Cr`Q\ Cc eU.\3i r 35-140 oQ+°) C.\ev J to t.I C� AL D31c ------' "_ P --- . .-- OFF '/J - / r0' O 4.5 _ y/ 4r. ' i \ifi ; 252+5G.la' I \\ La z-_, y / f. 23 -Ii, o C, 8.5 9 � X -o • \5ent 9NE 581°21' fo"w SO �.. '253+ 4G. ! G i Cben♦ e E e GS° 21' 58"W t Abu+. I t.! E N 59°32'44"E. +Z- -t I5en4 I IJ E IJ 8G°39' 18"W 2511+5G•IG �r 0 04os M Ye.\ MN cc ' 255+ 2G.IG -5.0 ben+SUE. ICJ 74°3(.3' 46" w 256 ..— 15er-I+ GI.I E�'`'� Li G2° 4o' I2I-R W PLAN I"IP 50' t --lo rc For a l irncrftf* +IaS 0 w-, ck. CA'+, -.:3. rt e r '4-c I AR• 3Ed‘7-5Z-•IX4 tY 'a C'on+Ovrs i5o I t'1d i cO+e bo+ivm 2.5G+1G. IG 4� be,n+ SUE U 38° 4I' 10" W yN25740c.tG I ` J -6.c r�2 - 5e r-rf LI 50°40'42"W �\ of` C4-3. El evcl+iorl. 257+ 9G. 16 , eL r3 e ri+ S ►..I E IJ 2G° 50' 3Co" W 6.0 Gat AC` / ho oy� /. J.:4, /3 tt. 2 • -5.0 ,4 AI ME If A 52 u E 53LJE 541.1E EMI 851.1E f3Gue: 6-11JE 55NE CONCRETE TYPE LI M ITS No e cal I e. • Struc+t res1 Crorlcrefe) br i d9e Structural Concr(zfe, 5rid3e. Foo+1n9 . iii D03IJE 1'M 610 WE 1312!.1 E PRELIMINARY INVESTIGATION SECTION SCALE DATUM MCI_ (,Ad; PHOTOGRAMMETRY AS OF: Fi _ 1C).. SURVEYED 3y DRAWN TRACED B %ES ,°) -Eo ALIGNMENT TIES TIC \Pr,.;,! (3Qi DS 0145 FIELD CHKD CHECKED 13 LC; t,-.1 DESIGN Chet k ) DETAILS DY p daLt p� It/ C z B rF s Y QUANTITIES 0/ Checked ...- w. Al �' ORIGINAL SCALE IN INCHES FOR REDUCED PLANS State of CALIFORNIA DEPARTMENT OF TRANSPORTATION 1 DIVISION OF STRUCTURES DESIGN SECTION G PROJECT ENGINEER ci or) ck.ai CU Oa -7.J O wo D �O ton Mt" DIST. COUNTY ROUTE POST MILES —TOTAL PROJECT 04 .c. N1 °)2, ICI 7//9 7/29,//.9 454 499 DESION EY'a!NEER DATE ARRIOMEO czabx 2584 8G, I G 0 oaf (Z4O7 REGISTERED CIVIL EMDINEEn NWIRER -Qc/o a- Rio, /98 / 25s+ 7G.IG a$ Cv\ <-) Cad 5.0 t 1'ben+ I2 1.1E 2G°501 3G" w/ TQ /2GO+GG.1 G zc IL �5R25ZR ( ROUTE 92/101 SEPARATION — NE CONN. POST MILE U.S Disrek*aril prints hearing earlier revision„ ates FOUNDATION PLAN NO. I REVISION DATES (PRELIMINARY STAGE ONLY) 1 SHEET 5 OF 24 DIST. G4 COUNTY ROUTE 32, lol '�— IV/c)(3" 7., 255 N :A; _ - a)I24 iP J Mix -3n -R Fc+, - t k r` I4 n, b rC) <. s poci )6:511 coJ 1ty\e I;5• R} 'bat "C17+15 Elev fo, 20 N 9 (Ac.) Z 2‘,0 hid R= 95oo, 2(3 1 h 242 h, SC L � ti E / N '38" zini-1 o, Ga`"? ( zH� trick +0 2c9..t u %r`{ it No\e For c when-,er\+ -let' anck altneYn€.n+ (.Ct'ff r_t.k-e r" -to PQ -'552.52-1v. 4 «' 2' Co nit v r^:. 0 • 9.72.403 U) N P 4 T ; _-r; I „9° v r s 4 (`, rY, ysc. Q R.300o, Pco Q I 7'/ 9,e 9 POST MILES —TOTAL PROJECT en" iron" Re. i nnn i/ 45 4n I rale.1144t14 ON ENGINES DATE APPROVED CC/Ober 26- /9 /2.407 REGISTERED CIVIL ENGINEER NUMBER PP.- 3S?5Z 1 M, PRELIMINARY INVESTIGATION SECTION SCALE DATUM PHOTOGRAMMETRY AS OF: H SURVEYED By DRAWN ALIGNMENT TIES Tr c ,ec DS 0145 FIELD CHKD By IO— TRACED CHECKED By By DESIGN By Checked . f 9f8 By r G_, N 1-- 8c: DETAILS QUANTITIES Cher I ' '�/ Che [[n k// .q �r+ rt_,Q.((/ ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 State of CALIFORNIA DEPARTMENT OF TRANSPORTATION T I 2 I 3 STRUCTURES - DESIGN G PROJECT ENGINEER CU 0(4 `Z.. I '...) Wo I-546,5( BRIDGE NO. POST MILE C1- it.8 ROUTE 92/101 SEPARATION — NE CONN. Disregard prints bearing earlier revision dates ----1111, FOUNDATION PLAN NO.2 REVISION DATES (PRELIMINARY STAGE ONLY) I SHEET C2 OF 124 _1 _ Q Q PLAN L!e ^ co4Ie e C u a a L cti9e. of Oeck. Nw Conn." a- iJo. 35-252 L r Eeir�e of Deck. Concrc/e Barrier not shown WINGWALL ELEVATION Scale: /4"=!'0" e z—AvE Line Concrete barrier not show, 1N 0 I L1-"4) Dr a;ns ABUTMENT EL_r_VATION Sea/c: Ace= /:Q.. ‘„(i; 4Finish grade Concrete. Sorrier Type 27 Modified '1'5 x /=2"C? 30 max. a - Outside face SECTION A -A Sca/e. /z""/-0" P \-14." Exp. if. F;Ilcr 6" #5 /2 DIST. COUNTY ROUTE POST MILES —TOTAL PROJECT T//, 9fj/2.9. J/.945(� SNO TOTAL 499 04 I 3M 92, 10/ ESIGH iGINEE O R DATE APPROVED re"-- -- abut / HE /=3" I /s3,. a tJI N 80-�, ice' 80-3�_. h U 1 4"c/. DESIGN DETAILS QUANTITIE OS :" 9 M. ;rl-h c: ii.e -. `Val Check v T '- Cheek4%Ih arc heck 78/ ORIGINAL SCALE IN INCHES FOR REDUCED PLANS State o CALIFORNIA DEPARTMENT OF TRANSPORTATION 1 ' 1 2 3 BRIDGE NO STRUCTURES - DESIGN 6 35-2522 — gyp / J L7 RO P JECT NGINEER REGISTERED CIVIL ENGINEER NO. CU WO POST MILE 61_ 0" #5 11 @6 �9 tot 3 L REGISTERED CIVIL ENGINEEb NUMBER (Maher 26,198/ es? 4G/d 4 ° & /8 at to, end of abut, wail *9 tot 3 TYPICAL SECTION scdlc: /z,_ /,C" RTE 92/101 SEPARATION -N E. CONN. !)isre lard prints bearing earlier recision dates --1 ABUTMENT DETAIL REVISION DATES (PRELIMINARY STAGE ONLY) SHEET Of 24 V DIST. COUNTY ROUTE POST MILES —TOTAL PROJECT 1 -4-' - 1/-2. " 141- ii/2" L. i n e, 81- I/2.11 - 2 II to 1t 10 I t i oC co+ Showr'? Lirni+ of W5 Wire Spiral -*- I .l p (a+ er,a5 C E 3 42 0 -. U. 0 + 6 J n L n II ' PLAN '�-- LJ E Line. 3pacir-ig of' cop) n GI _ G" @°� Gc�lurnr- Sp'irat o-� 1 Run off on bar as shown ki o±e Af I r-e'inf' * t t unlete no -fed al-her-wi tee. LIumbe.r a+ e.r of 4-R bars indica±e. c i Sit cxince, irn +-e.c-* -Prom . tot t.+mn, Jb (tC Irnolicafe, Sul-�clled bars, "A" bars J @ ber+5 o i 10" "AI bars J @ be.rr+s 2 +kru 9 ` 12 W 5 Wire, 5pircxl G 4- ELEVATION @3 "A" bars L ''/¢"= I' -o" KJo+e For Coc?-i'incs Ce ncorcerne. n+ anal X22 C1Foo+ir,9 0C -hails" zh+. Pile IaLlout o. Lilo" *5 +o+. 3 Notes 75% pen min Direction of weld SPIRAL SPLICE DETAILS 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 macs in direction shown. 5. Lap bar equal in size to spiral bar. TABLE A ben -1' "A" ears Coiurnn Spiral 21.1E *1 1 +o+. 52 *4@ 3 v' NE *11 +o+. 30 *6@ 3 41..1E * 11 +0+. 30 *'6@3 51.IE * II tot. 52 't6 Q3 G 1,1E * 1 1 +o+. 40 *5e 3 7 IJ E * 1 1 +o+. 52 *g @ 3 8kJE *11 +o+. 52 #.5-G.3 DIJE *it +04. so *e@3 IOIJE *10 +oi. 30 *5 @3 11 LIE *►o+0+. 30 *-5@3 L2 LJE *}I +o+.40 %.5@ 3 .4 s 0 6 ° Q gra -6 5- -_- - t. cot LA r -n n 51-n" r • 04 CT M c;L,'ot ; 1/.rr1?9g9 D SIGN ENGINEER DATE APPROVED 2'- 3" 2'- 311 S.k!TA TotA4 No. ".t.Ti 4s 499 REGISTERED CIVIL ENGINEER NUMBER Oc/ober /-S$/ *--1 +O+. L1 . * 5 +0±. 6 *11 +at. 4 -----� •• to •• *8 x I 4c0" fot: tSu pe.r+ruc+ure 31_ 1^ 11 S -3Y COLUMN GEOMETRICS 1,10 Scca le SECTION A —A 1/2"= SECTION B -B or L +o+. 52 0 ben+i N 3/e," = I'- 0 N @ (3er t 2, 5 4, Column Spi r -al *s@3 Spiral 0 I IP U Te4rnpla-Fe @ 121-O" *11 L tot. 40 ® Fben+e G1 12 13en+.5 3,4, x, 10 0. 11 SECTION C -C 3/811 ` i'_o11 DESIGN DETAILS QUANTITIES OS O1:9 I re. 5,77 S. _•,t 4/el t P &- t'Z/ - Chc a Che „Ace, Checked ORIGINAL SCALE IN INCHES FOR REDUCED PLANS State of CALIFORNIA STRUCTURES - DESIGN C DEPARTMENT OF TRANSPORTATION /c4( 2% P ROJ ENGINEER REGISTERED CIVIL ENGINEER NO. 2 CU c-42to 1w0 i.4r15i BRIDGE NO 35-Q52R ROUTE 92/101 SEPARATION -NE CONN. POST MILE R t t.8 !'Isre;ard prints bearing earlier revieion dates BENT DETAILS REVISION DATES (PRELIMINARY STAGE ONLY SHEET OF N N 1'-6" Ko- 2 @ 3'6"=7'O" 5,_(11, 5,-0" _ 2 3'6"=7'-0" 1'-6" 11-9"- - I'- 0" N-` NN expansion fr. cater- / #4 @ 3' bath ways, hook around for e bottom mats eL Colurn n 3" +sp. Top op F+9. 1 U 41 4_. 14 Lt-" c,1. • . . a .i. TYPE I 3/gl_ /._0" FOR BENT 2 I I tat. 4 bars bars ,c) bars d \ bars Approx. Fin. Gr, COLUMN COLLAR DETAIL s/s" y II- QY r• 9.-0" 3 f9 5L(2"= /5'-0Y 0) T 3 @ 5'-O - t5' -O" I / 6" Column r — Ti k„A r i .a TYPE II f/41t i1_OIf FOR BENTS 3,4,9,10,11. 11-6" he - 11' -6" 1/1-6" 4 G 5's0"- 20'-O" FOOTING PLAN & ELEVATION ( t \/ ( / ( cps I t Column Nt- TABLE B BENT ® BARS O BARS e BARS @ BARS 2 NC #6 tot // #6 tot // #6 tot 20 #7 tot // 3 NE #8 tot /4 #8 tot /B #8 tot 28 #9 tot 9 4 N #8 tot 14 #6tot 18 *8tot 28 #9tot 29 5NE 4=9 tot 1E3 #8 tot /6 #,t/0 tot 09 #9 tot 26 6 NE *t9 tot /8 #8 tot /6 #IO° tot 29 #9 tot 26 P NE #9 tot 18 #8 tat /6 #10 tat 29 #9 tot 26 , ONE #9 tot /8 #8 tot 16 *ID tot 29 .9 tot 26 9NE #/O tot /3 #6 tot 18 #10 tot 25 #6 tot 35 IONE #10 tot /3 #6 tot /8 #/D tot 25 *6 tot ,35 11NE #lO tot 13 # 6 tot /8 #10 tot 25 #6 tot 35 12 NE f tot /4 #8 tot 14 #8 tot 27 #8 tot 27 01ST. COUNTY ROUTE POST MILES —TOTAL PROJECT MOT TTTTT 04. S M 92,10i 77/94/772,9, //,9 458 499 a. " (;;;.7 / Z4L)7 1 _6�I DESIGN ENGINEER REGISTERED CIVIL ENGINEER NUMBER DATE APPROVED Sant- Ocloher 2S/9fR/ t�lcfz - tndi cq+et Concre e. Pile Cla �e� -70C . "foe+ai l F" a+ F3er-,+5 5,73 8 " TYPE a tie+cti\ j/4" _ 1'_011 BENTS 6, 12 , BENTS 5, 7, 8 DESIGN DETAILS QUANTITIES Che 98 Cher her ked /S/ ORIGINAL SCALE IN INCHES FOR REDUCED PLANS State of CALIFORNIA DEPARTMENT OF TRANSPORTATION 3 STRUCTURES - DESIGN G • F 1' DETAIL F Rio Scale, onI`�. BRIDGE NO 35- 252R ROUTE 92/101 SEPARATION - NE CONN. ENGINEER ,4 27 REGISTERED CIVIL ENGINEER NO. cu 04210 wo 134651 POST MILE RJI.8 FOOTING DETAILS Disregard prints hearing earlier revision dates ---i REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF 2. i ,. 01ST. COUNTY ROUTE POST MILES -TOTAL PROJECT !OMIT TOTAL MO. "fin 04 5M on., ICI TR9/r/29 //.9 459 499 0 DESIGN ENGINEER r REGISTERED CIVIL ENGINEER NUM BGR -o 0) 0 W 2 co ? 0 m *4 +CD+. 9 *5 0 0 E. Line. - 5'- c -D" 0 2'- o" 0 IL3%2' I'-3iik, 44" Drip i t C7" 31- "71/41" r- 0 0 0 Prof i to Grade -Top Girder Reinf: uv' GroO /e u` 0 r - c * 5 • 5 Varies *µ_4c4. 3 12,0+-4-c7 rr, Girder CR.e.inrc,rcemer f 3%-71/2" #4 \ . @ t4 (Place. radicxttu alarm t J TYPICAL SECTION 5-1-1 0 0 co to 0 4 t I- 4 tk 0 0 0 0 0 0 C 2 l o®®,49_ C" m 0 m CAMBER DIAGRAM A W 2 0 61 Doet no+ include allowance for fatsework get+ternen+. 0-%4 Span 2©- '4 .e p0 rl ®- 34 tpon 0 5= I0 *5+0+.C, 4. 0 3„ I'- 0" r- 0 Y• 0 1 -o 0 LL• 0 DATE APPROVED Ccftber 26, /96J Concre+e E'�arrier 'h p2 27 Mod if ed ✓ LL• 0 0 0 m • ® ® : to • 0 Cs L dD cr C 2 2 CV DESIGN DETAILS BYMISademdi ..)-3/80 QUANTITIE &l Chee Check Chec ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 1 CALIFORNIA DEPARTMENT OF TRANSPORTATION i State of 0 1 2 r STRUCTURES - DESIGN Co E 7;074T YM" /Cot /4/(27 NGINEER REGISTERED CIVIL ENGINEER NO. CU 0.41-2,k0 two i3,4 -051 BRIDGE "IO 3rr 252 R ROUTE 92/101 SEPARATION-- NE CONN. POST MILE R 11.8 `.)isregard priors bearing earlier revision dates TYPICAL SECTION REVISION DATES (PRELIMINARY STAGE ONLY) SHEET %zy OP 10 24 " A . b u f i n e r - i t 1 ! J E ` \ B e r l 7 I J E \ r t e . . t e n + 2 . U P ; r ; r G i r d e r T y p i c a l a l l e p a r i s \ . - - - - - C L B e n i ' 8 1 J t r 0 l J o t t o r n E d g e c s f ' E x + e r r o r G i r d e r \ - - - - - - - - _ _ _ _ c t , f 5 e r - l k 3 I J E 2 . E d g e o f D e c k b e e n 4 S 1 J E 1 3 a - i + 4 - N E o - �� D e c k S p a n . l n + e r n n e , e i i a f c D i a p h r a g m - t y p i c t % 5 p a n 5 2 + h r u " B e r n + 5 1 J E i 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 S I I t T N O . T O T A L S H I R T S 0 4 5 M 9 2 J 1 0 1 T / / . 9 / 7 / 2 9 , / / 1 9 4 6 0 4 9 9 - a - / Z 4 4 2 ? 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 D A T E A P P R O V E D E 5 e v , + G U E 2 5 5 + a 7 . I r o 5 o + + o r n E c i 9 e o f E x + e r i o r G i r d e r P e r t + I C > 1 . . 1 E L c D + Q . : 0 - V e , r + i c a t N i n 9 e , R e , t + r a ; n e r I o c a + i o n . i - L o n 9 i t u s t i n a t H i r i 9 c R e , �� 2 + r a i n c r T y p e , A I o c c t + i o n , - 1 - t i n g e , K e y t a c o l i o n . - F o r t - 1 i r , 9 e , d e + a i i S w e e " R o u t - � . 4 3 2 / 1 o 1 � 3 e , p c i r a + i o r , - R ' t 9 H + e r i d a e r " 1 J r - i a 9 2 , " 3 5 - 2 2 R , O e f o , 6 6 , r 2 6 , ! 9 8 / . t e . . . B e r l + 7 L I E e e , r - r + 1 1 t J E f E d s e , o f ' D e s k t i 0 0 T y p i c a l a l l e p a r , t 2 5 8 2 � 1 2 r 0 b e , c + 1 2 t i E 2 ( 0 1 + 3 1 . 4 2 E d g e o f n e c k J P L A N c x - y s o r � 1 " G i r t z r k i r m c , � , l , . J a L i r y e ��I c o 3 � 0 0 ) ' 2 4 " E C 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 O S D ' - 9 S T R U C T U R E S - D E S I G N G B R I D G E N O J 5 ' - 2 5 J L R R O U T E 9 2 / 1 0 1 S E P A R A T I O N - N E C O N I \ 1 . Y Y i c k i s a 4 ( o t 7 P R O C T E N G I N E E R R E G I S T E R E D C t V I I - E N G I N E E R N O C U 0 4 . 2 1 0 w o 1 3 4 0 5 t P O S T M I L E R I I . & 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 �% G I R D E R L A Y O U T I S I O N D A T E S I P R E L I M I N A R Y S T A G E O N L Y ) I S H E E T 1 1 O F 2 4 1 DIST. COUNTY ROUTE POST MILES —TOTAL PROJECT No. s son 04 SA/1 92, 10! 77/9/7Y2 9, /.9 46/ 499 /Zt.o 20 o H �.� 20 I pJ---��UU 3I - o j3/r j3 Edge ° Deck _r `, Abut 1 NE or Deck"- Edge 29- 13 20 1 I Edge °f 126 Note: A// reinforcement #9 unless rioted otherwise. Numbers at ends of bars indicate distance in feet from it bent. Reinforce/no/2f shown for % structure e?/y. #4 - 20 20 j3 Bent 2NE Con* /O • /3 --/p-- -- 22 ) 3----- 22 10 34_1 _ 13 �- Bent 4 NE" 20 2D .30 Cont. 30 20 13 30 20 20 20 // 20 /3 - 30-- // 11 20 /3 p Bent G /UE Cont. ll // /3 20 20 20 30 PLAN No Scd/e it -Binge /3 // _-- // 20 2O / !/ /3-- 217 _ // --- /3 I5 /5 /5 / // // /2 // /5 // /2 i • Bent 3 NE // /3 2 30 /3 20 // 'y ` 2c) - Bent 5 N -_-_2o // // //----_-_ 20 /3 2o 20 t -,._. t. Bent 7 A/E 30 30 -_ DESIGN ENC.INEE R DATE APPROVED // /6 24, 38 Q 1 /a DESIGN DETAILS QUANTITIES OS D1 9 By H Jr y ,4 1- ; . 4/ i Check /! Check Checked 2 ORIGINAL SCALE IN INCHES FOR REDUCED PLANS State of CALIFORNIA STRUCTURES - DESIGN 6 DEPARTMENT OF TRANSPORTATION CT ENGINEERts ��REGISTERED CIV )(lb 27 PROJ NO I ' 1 1 [ cu 04-2.10 2 3 Iwo I34G5! r,; REGISTERED CIVIL ENGINEER NUMBER tOc fo b ar- /98/ >-4._ Girder Str«c tore Girder Structur c Structure BRIDGE NO 35-252R ROUTE 92/101 SEPARATION NE CONN. POST MILE 811.8 TOP GIRDER REINFORCEMENT NO. 1 Disregard prints bearing earlier revision dates --ow REVISION DATES (PRELIMINARY STAGE ONLY) SHEET I2 OF 24 DIST. COUNTY ROUTE MILES PROJECT 1141"MUT T POST -TOTAL o4 a9Z ,/ / 7/79/7/2.9, it3 42 499 /24‘77 DES 1 ENGINEER /'f REGISTERED CIVIL ENGINEER NUMBER /1 %3 I f--- ZO / 11 3 11 Bent 10 HE .ben t. /3 // -20 // /33 /1 20 -20- 13 13 _ 20 Edge of' Deck 30 - 30 30 Cont_ 33 33 -Con t_ 21 2/ /4 /2 14 2) -- /2 /o /0 #4, Bent 9 NE /0 j 6 2/— 3 /0 /2 /4 33 Bent f//VE t 33 /0 1¢16 1 33 21 12- /0 14 21 /2 12- 2/ -53 J 33 14 /2 10 -at 33 33 /2 /4 /0 /4 /2 /0 1214• 2) --33- 10 2! DATE APPROVED #4 33 14 /2 10 21 /4 14-16 10 21 - 33 #4. /2 2/ 1Z /0 14. l4 ID /2 14- /0 12 2.1 2r, l2 10 33 12 33 21 12 10 2.1 /4- 10 /2 21 33 Edge of Deck Bent 12 NC Cont a-_ Ning62 22. /0 /3 34 13 11 22 /3 /0 ._ 11 /3 20 20 — 29 -34. 22 10 /3 /3 --- 34- 22. /0 /1 I #4 // /0 -20 /3 /1 29 PLAN NiO ecaIt. Girder Str zic ttre tr¢ober 26, /98/ t Girder Structure Note: 4/1 reinforcement #9 unless noted otherwise. Numbers of ends of` bars indicate distance in feet from s bent: Re/r?forremen t show for 4 structure on/y_ OS 0179 ORIGINAL SCALE IN INCHES FOR REDUCED PLANS State of CALIFORNIA DEPARTMENT OF TRANSPORTATION O 1 ' 1 2 3 STRUCTURES - DESIGN 6 P ROJE GIN C REGIST EKED CIV L/E�� 2 7 cu 042/0 L Wo 134-651 BRIDGE NO 35-252 L POST MILE Rll.8 ROUTE 92/101 SEPARATION E CO:\IN. TOP GIRDER REINFORCEMENT NO. 2 )isregarcl prints bearing earlier revision el at. s REVISION OATES (PREL IMINARY STAGE ONLY) MEET OF 1 1 13 t4 ;6744.3:.7¢) - 1 DIST. COUNTY ROUTE POST MILES PROJECT LUST -TOTAL 04 SM 92, io/ T//9/r/49, i/9 63499 N I .- Girders 27 AL. u t i NE' �r-- Span I e face of exterior' gdr. o�,t5�d 20 . Zr) - t Structure - Girders t Structure Girders Struc to r--1 Bent 8 N E Match /The Girders- 6 1 Z-Benf 4 -NE= Match line 2 re - 29 32 - Bent 6NE Match line -- fir ------- 28-- 3/ Oc_tssae 32 - 32- _ 2.6 Pace 321-1 's 22- I/ Bent 2NE Span 2 i 29 ---- /9 S Span 4 Outs/de fbce of ex1er/or girder t 19 H-1._Span 6 19 29 -- — --19 18 -18 18 f exterior girder 22- 19 /6 /6 /6 #10 Cont. — t Spar/ 8 ----- 29-- AA 32--- 29 / #10 Cont. Hinge r r ri r L # 6 Coat• - #f0 Cont. 22 28-3C _. 32 __ 22 - --- -22 ------- 22 32 29. 29 32 29 #l0 Cont. Bent 5 NE - /9 #6 Con f_ �- Bent 7NE Ou (side 7"cve e oi`exterior' #6 Cont. 32 22 - 5&nt 9 NE --34-.Man F-0,13Gn 7 3 NE - Imo- 4_ span es Span 7 Span 9 ( 22 - --29 32 24 7t6 34= cont. 34 15 Reinforcernont is syn;rnetrica/ about structure, typ_ P LAN No 5ca te- 24- 21 34 4 24 34- /5 DESIGN ENGINEER DATE APPROVED Span 3 /9 tao REGISTERED CIVIL ENGINEER NUMBER Oclo6er. roc /98/ 4 Bent 4 NE- Match 9 29 #6 Bent GONE Match line -� Bent 3/YE- =_ Match line Beni- /ONE - Mai -eh line Note: All rein forc ern en, t #/0 unless o therw/se net -ea/ - Numbers of ends of bars indicate dist-0720e in feet From tc span. ©- 31- 2" i Area for placement of Main �irdel" Reinforce -n- e.rni-.) -(-Ljpicctl for 61-0" batro, DESIGN DETAILS QUANTITIES OS DI 9 By Iic A 112444k 81 C:he Chec Chec 4 8/ /o8 ORIGINAL SCALE IN INCHES FOR REDUCED PLANS State o CALIFORNIA DEPARTMENT OF TRANSPORTATION 1 2 T BRIDGE NO STRUCTURES - DESIGN 6 35-2528 ROUTE_ 92/101 SEPARATION —NE CONK. C4m NEER PR T ENGINEER REGISTER cu 042)0 wo /3465/ D /4z7 CIVIL ENGINEER NO POST MILE RI I.8 BOTTOM GIRDER REINFORCEVENT NO. Disregard prints bearing (marlier revision dales REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF 14 1 Z4 15741A.D 1.Y%)) - (Y.P DIST. COUNTY ROUTE POST MILES —TOTAL PROJECT Tr Mo TOTAL SHUTS 04 SM 02,/or Tit 9/T/Z.9//.9 40499 C' Girders 5cnt /C) NE= Match line Sg Sloan /0 f l` Bent//NE Outside Pace of par S Span // exterior girder? e Ben! /2 /JE l Zoo 7 N ENGINEER � REGISTERED CIVIL ENGINEER NV DES! DE MOER DATE APPROVED Span /2 Oc/o,6ezr ?l", /_98/ 34 24 24 — 3z 34 24 --34 f 2.} 34 2/ 24- 24- 24 _34 - --._ ---- 24- - -------- 24 I 34- 34- 24 24- 33 34- 21 21_ 8 2.3 1 a1 23 t 1 34 24 24 15 /5 34 t 24- r5 Structure #l0 Con/in uocts -- #6 Cent. BOTTOM GIRDER REINFORCEMENT SPANS 10, 11 8, l2 5/ia" Vertically 3ca/C: ve norizonto/!y �—'- Abut / A./E if Bent Z AJE 24 la ar 8 23 Reinforcement /s symmetrical about 8 Structure e Hinge sIG NOTE: All reinforcement #10 unless otherwise noted. Numbers at ends of bars indicate distance in feet free g. span O- �I- 2" ? Area for placz m2r?i' of Miairi Girder ) typical for 6-o" bosu' , f.3"typ. w ctU. [stirrupspocing (typico/) tent C. A/E of Ca 04 SPAN I 4 4e/e3 /2 ea • /54)/2 .�4e/6'_ /50/2 4c,/c5 eZ4 I / I L I /G0/2 g Bent 7&/e ee4 SPANS 2, 3, 415, 7 8L 8 I4C0/.:5t _ /G e / 2 Ben/ 3 AlE f- 0 bent d AlE /G e9 G �/5 c, 04 SPAN 6 SPANS 9, 108, II e)-0 bent /? /6 'here Hinge J Ill /30/2 4el8.1 0) 24 SPAN 12 LONGITUDINAL SECTIONS Sco/c: /6".,/ 0" • DESIGN DETAILS QUANTITIES os 0 L Hy < I hA. mi44t, s4o D Che C Check C sezt/ State of fig, CALIFORNIA I F ORIGINAL SCALE IN INCHES FOR REDUCED PLANS DEPARTMENT OF TRANSPORTATION 0 2 STRUCTURES - DESIGN 6 PRO CT ENGINEER REGISTERED CI I- ENGINEER CU 3 i WO 0 BRIDGE NO 35-2522I POST MILE 2//B /3c' /2 RTE 92/101 SEPARATION -N. E. CONN BOTTOM GIRDER REINFORCEMENT NO 2 Disregard prints bearing earlier revision dates --1 REVISION OATES (PRELIMINARY STAGE ONLY) SHEET OF 15 2.4 DIST. COUNTY ROUTE POST MILES —TOTAL PROJECT No. TOTAL C€ Hinge 310" #6 [ @9 € Hinge #6 cam@ 9 PLAN (Also at Sloping Exterior Face) /re HINGE SKEWED TO GIRDER \� r - r —n L L r - I PLAN r - L u 1 r 'I J L__ Key HINGE NORMAL TO GIRDER Joint if skew > 20° Girders — Chamfer acute corners of key with triangular strips of expanded polystyrene. -��- /' /, / — —J 3 0" 6 #6 I3' o" 4 Above 8 below hin9e seat /"min., 3"max. Clearance to r or C) bars If utility openings are required, loco to between bearing pads. VERTICAL EXTERIOR FACE 4 6 at all utility openings SECT/ON AT ( HINGE czt SLOPING EXTERIOR FACE Key. See Bridge . Plans for number and location 4-6 Stirrup spacing % l/2" Expanded polystyrene at sides of key. Expanded polystyrene See Detail Plans f- Hinge 'S f ol„ tot. 6 �Tg 6 SECTION B -B 406 max Typical reinforcing placing details. PLAN KEY DETAIL Expanded polystyrene washer. Thickness = . 2„ 2"44 hole B wide recess at bolt One nut and one jam nut each end - Note. Nuts, bolts and plate washers shlal/ be pointed Round bar threaded both ends. - 8/ 6_/ \ lIt" # A-449 or /4jg"0 prestressing steel\ optional V-3/ Bolt parallel to is structure at center , off each bay. Note 4 0 This concrete shall be placed after the ijower hin' : seat. 1E3/4 x 6 x 0- 6'� If hinge is skewed, recess concrete so plate will bear on surface normal to E bolt. If 'Xmeasured parallel to £ structure exceeds 3L0"the right end of the bolt assembly may be cast in the concrete o min. length of 31-0" EQUALIZING BOLT DETAIL This detail not required on structures with only one hinge. l" Expanded polystyrene Face of ext girder at soffit Face of ext. girder ot bearing seat Face of ext. girder at overhang 6" SECT/ON C - C Barrier not shown r2R Char,-,fe,r 3'--0" 6- @4t Above 8 below hinge seat. SLOPING EXTERIOR FACE NOTES: '80-13 /. See Bridge Details ` /3-/ J 8 2. To provide for free movement of the completed hinge, concrete is to be excluded from the joint by sealing o// openings . 3. Bars may be p/aced with hooks horizontal if required for clearance. 4. When the key interferes with the 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. "L": 8c0" when skew < 20°, 101-0" when skew >20°. 7. Reinforcement shall be spaced along € of hinge and placed parallel to €. structure. 8. #7 ( , 9 when structure depth is less than 61-01.1 9. #5 @ 9 when structure depth is equal to or greater than 6s-0". € Exterior girder E PLAN Outside face of exterior girder 3" Expanded polystyrene Some thickness as bearing pad. Level 3" EXTERIOR FACE 0 Vertical 9" Sloping /'-3" 3" m9/7/2.%11.9 92, /0/ DE 2Z-fr.re:1-2-7411- DESIGN ENGINEER R[DI Sitel DATE APPROVED Orfoheor 26, /98/ Place bearing pads at each girder and between each girder. IC"x I4"x 3" Ek +omeric Bearing Pad Level 3" SECTION A -A TYPICAL BEARING DETAIL Joint Seal Assemb/y Sioc kou+ (See Detail Plans) Main Girder reinforcement. #6 "Lii @9(Note6) 1a" 11- 3" Closure Pour #6U1@9 max. #5 c o" 3" #7'\ @ 9 (Note 3) , N #6 total 3 (Note 8) #9 -] g 9 max. 4®l8max. #5rr@9 #6'[.i @ 9 # II I' 2- 9 I @ ea. girder (Note 6)-' (Note 9) • • • 1 D 465 499 (Z O 7 VIL ENDINEER NUIISER Hinge) l" Expanded polystyrene 6 tot. 5 Extend to edge of deck. # 6 tot. 5 \---/ Ar j. • II•-, #4 tot. /6 • #5 @ 9 #6 - tot. /O 8ottom long. rein F. • • 3/4" Drip groove, place on low side of hinge For Span P2 Hinge de,taIla) Ste¢ "Rau+'✓ C2/Iol Se.pciro-Hon -- Righi- br«Ionc" l 13rido3e Lfo. 35-252R . #9[ @9(Note 8) # 5 C @ 9 (Note 9) 2-#9 1� r @ each girder (Note 6) lL #7 \, @ 9 max (Note 3 & 5) L 4 @ale max. total 3 Main Girder reinforcement. # 9 (Note 6) t. Hirst- 21- 0)It SECT/ON THRU HINGE G ONLY) DESIGN LOAD/NG DATA Girder Depth Max. Foctored Hinge Seat Load. (k/ft) Key Size and Max. Transverse Load Vertical Longitudinal Depth Load/Key 4' 32 6.3 6" l9O k 51 37 7.4 6' 43 8.7 7' 50 /0.1 8'8 over 58 /1.7 STANDARD DRAWING FILE No. XS•I2-6z DRAWING DATE I/81 DESIGN DETAILS By ae sta.--‹,;E, CheckedaOexit BYDDL ancaster I Checked &w �� SUBMITTED BY \c1/4\ Apptpval Recymm rndei By 11-- G' DETt.w �• IwR 7,98) State of CALIFORNIA DEPARTMENT OF TRANSPORTATION D11 -OS -D 147 ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 1 1 ! B 1 STRUCTURES -DESIGN C BRIDGE No. .S5-2528 ROUTE 92 101 SEPARATION — N E CO N N. ENGINEER POST MILE R11.8 BOX GIRDER 24" HINGE - ELASTOMERIC CU 04210 WO I34G25I Disregard prints bearing earlier revision data --► REVISION DATES (PRELIMINARY STAGE ONLY) erd SHEET 1G O. 04 Face of Barrier Q 6"max ctrs Stagger O Top of Deck 46 Gap O 3/8 Face of Barrier open holes @ 18" P/ace anchor bo/ts for Cover , on approaching traffic end PLAN BOLT 8 PLATE LAYOUT -trip Bar 4X% L 4x3x%2 Stop on high side of deck HIGH SIDE BARR/ER DETAIL LOW SIDE BARR/ER DETAIL (See Note "B") Cover -. See"Plan Boll & P/ate Layout" R=3/4" .S Face of Barrier , SKEW -c 20° lie 0 IL -17 INI rt I N I CS 101 --Jyl -F..-I.t IMI OI I' ' I II I\_' RI I 1 I Ir1J-1IU SKEW - 20° Match s/ope of Barrier Bar 4x3/4 IV Gap /Bar 4x%2 Tight Fit 1 5/8" 0 A-325 bolts, /34" reach. Torque to 150 ft. lbs Bar 4 x34 L 4 x3 x%2 I /e Chamfer %s x /2 "anchor studs @ 9"± 2 "min x 9"anchor studs 0 9 "j. c/ear Bend to c/ear paving (Typ) notch or when required i ___,,i at closure pour. Paving Notch or Closure Pour Limits 1 or Curb face Cover 12 See "P/an Bolt B P/ate Layout" Bar 4 %4 R-/4" x 346" x 13" wide sheet neoprene "! /0" [Ci — �----I I-- — Loi I I 1 i I f r i NNN VIEW 7/i iiir // r 4 B -B • Cover /L 34s' x /3 °wide sheet neoprene %6" Gap /41 / Bar 2 x /4 x 5 Note '.'4" Cover It 3/8 x 8S x18 Bend to match face of Barrier SECTION D -D 2" r" 2" SIDEWALK DETAIL (See Note "B") 0" L_ —J I •�N\ ///nA�i////// �1 J VIEW C -C Cover lL is x13" wide sheet neoprene Norma/ to joint %4" Bevel ---- 4" /nitio/ Pour Limits g Max Temp "a" Exact width to be determined by the Engineer. 1344 Recessed ho/e-Typ. DATE APPROVED DIST. 04 COUNTY ROUTE POST MILES —TOTAL PROJECT 7/19/7/29i /1.9 SHEET NO. TOTAL SEEMS 499 541 92, /0/ 466 (2407 3/4"1 Hole in Bar B Angles - Typ nTop of Deck Use installation bolts extended 1/2 "min and coat with bond breaker. After concrete has cured, remove installation bolts, install A-325 bolts and sheet neoprene. - % I x 12" anchor studs & 9".t C/osure Pour Limits Tack we/d nut to angle at 2 locations. REGISTERED CIVIL ENGINEER NURSER Ocfoher <26 /98/ 7/e"x8"anchor studs 9" f (5"/ong in overhang) 346"x /3" wide sheet neoprene. Match SECT/ON A -A existing joint width for c/osure pour ANCHOR STUD Cover 1L -Bar 6 x3/8 x18 SECTION E -E J Note Stagger anchor studs @ •=11//a` on centers thus: Joint Information "a" Dimensions Location M22vement 7ctin (M. R.l Skew Winter Summer Spring a Fall Span 0 -3" 0 2.3/4, 11 1 zI' 2/,1 Notes Fu// penetration butt we/ds may be substituted for the fillet welds on all anchor studs. Alternate types of anchor studs may be permitted subject to the approval by the Engineer. Joint sea/ ossemb/y to be used in conjunction with closure pour. (See other sheets for limits). Closure pour shall not be p/aced until final deck surface is within the tolerance specified. Joint seal assemb/y to be fabricated in /41 max lengths. Use joint at crown of roadway, at any change in transverse s/ope in deck, and at changes in horizontal direction. Place other joints at or near /one lines. All metal ports to be galvanized after fabrication. Sheet neoprene shall be fabricated in one continuous piece or joints shall be vulcanized. Neoprene shall be fabricated to bend around corners. I '" holes in neoprene sheets shall be drilled or punched so that the neoprene is not distorted at the time of installation. Note 1:4" Insert assembly or expansion anchorage for WA* /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. FILE No. XS -12-59 DATE DRAWING 1 / H O 05 DI47 DESIGN DETAILS STANDARD DRAWING By /C / LIL By K.C. B/echinger SUBMITTED BY a. Approv4 Recommended /D DESIGN suPE7 OR 779 9 REGI (VII. ENGINEER NURSER—lZ9 • 1 ORIGINAL SCALE IN INCHES FOR REDUCED PLANS State of CALIFORNIA DEPARTMENT OF TRANSPORTATION 1 0 ! 3 STRUCTURES -DESIGN 6 BRIDGE No. 35--252 R PROJECT ENGINES cu 04210 WO 134651 POST MILE R 11.8 i ROUTE 92/101 SEPAPATIO Disregard prints bearing earlier revision dates - 1\E- CONN. JOINT SEAL ASSEMBLY MAXIMUM MOVEMENT RATING = 4h) REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF 17 `l DIST. COUNTY ROUTE POST MILES —TOTAL PROJECT No. TOTAL 231- (L+. Ex+erior bats) Co" (R+. Ex+erior Doty) O Bent « Hinge r€= Cable units See other sheets for number. Grillage I Torque nut to 45 ft lbs. then back off at one end of unit a' distance equal tc the maximum additional amount that the hinge joint is expected to open. Washer, nut and jam — nut each end. /"0 x 01 /O"stud (threaded entire length) CABLE UNIT 3 L O "min tads may I\ 3 c/. be used in place of I loop . 3/4" d cable It �I --- -- TYPE A /" expanded polystyrene ELEVAT/ON Vertical restrainer 4 Recess as required ♦c� } Bent C Hinge 4" + Cable units Vertical restrainer LONGITUDINAL HINGE RESTRAINER A = 1/4" elastomeric bearing pad a SECT/ON VERT/CAL RESTRAINER [.@4 SKEWED PART PLAN SECT/ON C -C Grillage: #4 X /16" h' 4 horizontal # 4 tP 4 vertical tot. 4 ;1 N DETAIL - PLATE B 4" ± TYPE B ,- Hinge O Hinge T/19/7/29, /Z9 04 SM 92, /0/ 467 7 M l u. 499 DESIGN ENGINEER om% DATE APPROVED Oc/oter 26, /982_ REGISTERED CIVIL ENGINEER NUMBER 4 -Hinge restrainer concrete to be constructed fu// height of girder. #6]#/2 1g/2 Girder stirrups r i,o„ #5 t) @ 6 (Girder /11 c% #61 tot 6 SECT/ON A -A #5x /410" ea cable unit 4" chamfer \ \ 4„ �6] tot 6 ri,o„ #5�@6 0 #5[]]J #6] @ /2 ' O 0 D 5-O 4")) "1 fro„ 4" chamfer SECT/ON A -A (AL TERNAT/VE ) (Girder Notes: See other sheets for location and number of longitudinal and vertical hinge restrainers. A// steel parts shall be galvanized. For Spar, 12 Hirse Res+raiser de-I'ai15, Se.¢ I�Rol,+e c,2/rcI Separa+ion- Rlgl-,+ 8rid9e", Br. 1.10. 35-252R STANDARD DRAWING FILE No. XS -I2-53 DRAWING I I / 0 DATE L- (� H - OS D147 (REV 12/73 ) DESIGN By car -"4/.0 DETAILS By K G8l%sibgev SUBMITTED BY( • Checked Checked pet — Approval Recommended By Gal 0 /1U vu DESIGN SUPE<YISOR REGISTERED CIVIL ENGINEER NUMBER 7 989 ORIGINAL SCALE IN INCHES FOR REDUCED PLANS State of CALIFORNIA DEPARTMENT OF TRANSPORTATION 0 2 3 STRUCTURES -DESIGN G BRIDGE NO. 35-252R ROUTE 92 101 SE PA RAT I ON - N E CON N. PROJECT ENGINEE cu o42\o wo I34x51 POST MILE R 11.5 Disregard prints bearing earlier revision dates RESTRAINER UNIT - TYPE 2 REVISION DATES (PWIMINARY STAGE ONLY) SHEET OF St 9hs, ] 15 l 4 EST 4041. SOO ua1 w O GS • TOT., DIST. COUNTY 0 41 S M ROUTE °n, 101 POST MILES -TOTAL PROJECT T//.9/T/2.9 /7 9 N0. 468 $ $NI[n 49 X 1 bey' /5,- se? /V dG Column = Bridge 2 cL i3 e, n + -----r • iJote • lr-ndicci4e. Type D-1 Drain (Moclified) ♦— -- Inclica+et direction of Drain ou+le+. 25 ®en+ GO'E PLAN 0 cos T 2% • 257/_ Berlf 7UE Berl c, Drain. 1"= 30' _J ti z PART PLAN OS 0119 .1/4. in II_OR ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 1-I Sice 0 S"),(/0 \� elope +o drair-) 7 Ii Ii— II x 0.135" I I Seel drain pipe SECTION A - A = 11 0" State of CALIFORNIA STRUCTURES - DESIGN G DEPARTMENT OF TRANSPORTATION c - t z PROJ Pl T ENGINEER REGISTERED CIVIL ENGINEER NO 1 1 2 3 Cu 0 wo 134-c'jl Pipe, Support DESIGN ENGINEER DATE APPROVED �co 'fie 7,' tie \�\ ae REGISTERED CIVIL ENGINEER NUMBER oc/oL r 26; /38/ 1 J Qc/ Qc Ai/fr., \� Sc uc'Eye rod and threaded /asserts 6' /o' -o" mar. horiz. 7--2 K ¢'Jtr4o `vith %"bc/t P/PE SUPPORT DE TA/L /70 Sc4/e BRIDGE NO. 35-25/-8 ROUTE 92 101 SEPARATION — NE CO.NN POST MILE Rt 1.5 • Disregard prints bearing earlier revision dates —i DRAINAGE LAYOUT REVISION DATES (PRELIMINARY STAGE ONLY) SF:: ET Of 24 1629. NO CO 06.44% DIST. COUNTY ROUTE POST MILES —TOTAL PROJECT SHEET No TOTAL 9NEETS Para//e/ to rail or curb A, - r Q Drain 6" x 2'--O" Steel pipe PLAN -DECK DRAIN ASSEMBLY Slope to drain H 9" I-4414" SECT/ON A -A Blank bolt %2'4 /2; tot. 6 (typ.) 0 1 i\li Full penetration butt we/d FRAME /ityp. Detail B 0.135" sheet metal TYPE 0-/ DETAIL 7-7 L 21/2x 2x I/4 x " /-4 Bor 4%2X 14 x /"6" -Bar 2K'/4 x114" Bar SX3/8 x/334" tts 103i GRATE 3//6 " typ. Ii 4At " SECT/ON 8-8 Bar 214x'2x/'4//2' /"00. spring 4/3 W8Mgage stainless steel, 2"free length. Spring constant of 24/bs. Spring to have fiat ground ends. Bushing 3/4" O.D. /ken Bar Bar /%2X/4 xOL//2" wi/h 1.316" 4 ho/ Bar 3/4 X 316 X /-3*" Bar 21/4x x/�412" 5/B' //2'typ. //8 This sheet supersedes Sheet No. B7-6, page 107 of the Standard Plans dated January, 1981 for this bridge only. Details revised, removed 8c rearranged. Sheet title revised. 1/4" bolts 1 8" ctrs. field drilled Bolt or weld at contractors option DETAIL B 6"0x2'-0" Steel pipe Seal by caulking, fyp. Slope to drain (-2%min. 6"e 3'8" bent threaded rod with / hex nut /8 ///4 O.D. washer. Tockweld nut to rod 2/8 Bar /12X38x/"33/4 See "Lock Bar"deta// Bar 2X//4X /14' si DETAIL A Lock bar /2x//2X/" IBM/MUM /e //4R LOCK BAR Blank bolt //2"4x /2" L 2Y2X2X//4r/"4„ ri/yr/292 /19 04 S 469 499 441407 DESIG GINEER / REGISTERED CIVIL ENGINEER NUMBER DATE APPROVED 3" cl to frame DECK DRA/N LOCATIONS -2% min 2' DRAIN P/PE ALIGNMENT C" 13eIt 21-10° +rognsi+ion -Prom co" `i' +0 0)"X 2." 0.135" sheet+ medal `. Apply adhesive sealant on pipe periphery to seal joint. Secure each end of sleeve to pipe with 3- "/O -24x /2' self tapping hex head screws. 6" ,"x 2" a miklik lr v ?r £ Column For direction of Drain Outlef Layof Nshf;0r0m096 6 "tnin. Oc/o6Pr 26, 1.98/ DRAIN OUTLET Finish Grade /Wien See, ,NOTES All pipes to be 6"# x 0.135 " welded steel pipe except as noted 8 ga/v if not encased in concrete. Fittings 8 bends shall hove a min. wall thickness of /8". All joints or connections to be butt welded or connected by a steel pipe sleeve 8 to be smooth throughout inside of pipe except as noted. All bends to be on a /'6"min. rod measured along € pipe. All bends to be smooth. Pipes not encased in conc to be supported by suitable gale hangers to/0'0"max. spacing throughout. Galvanize deck drain assembly after .fobricotion. Sleeve inside diameter no greater than pipe outside diameter * %s . SLEEVE CONNECT/ON SPECIAL DETAILS STANDARD DRAWING FILE No. XS -20-22 DRAWING DATE ON -05 D147 DESIGN By o Checked g.40 L Appr val Recommended By 0 DESIGN BNPERVISOR REGISTERED CIVIL ENGINEER NUMBER__ State of CALIFORNIA DEPARTMENT OF TRANSPORTATION STRUCTURES -DESIGN G BRIDGE No. 'z)5- 252R ROUTE 92/101 SEPARATION — N E CON N. PROJECT ENGINEE mce._„ POST MILE R DECK DRAIN -TYPE D -I (MODIFIED) ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 1 T 0 2 3 CU 04210 WO 134651 Disregard prints bearing earlier revision dates REVISION DATES (PRELIMINARY STAGE ONLY) 2/274 SHEET EST 20 2J-� 4041 S.,T. fM ,,.,1 so 0 OS. DIST. COUNTY ROUTE POST MILES —TOTAL PROJECT OMIT 3/4" chamfer See Note C Const jt 2-'"4p" R= /f0" See Metal Beam Guard) Rai/ Connection -J 5" *5 = x212"ne -3.5 6, Stagger Splices R=1" /O"min 7„ /0" Finish Grade [3" 1 cont.-" TYPE 27 3--54 6, Stagger Sp/ices 2,8„ `5\ 6,1e1 /5 max (to be in p/ace before deck conc.) Concrete : 2.7 cu. ft per lineal foot Reinforcing : /2.4 /bs per /inea/ foot Open joint 1%2' minimum or match actual joint width :co k 4 g* tot 2 END DETA/L , tT 610" Transition) lr:„ pipe sleeve --Th Traffic f/ow PLAN N CcAt. 9" TYPE 27A DECK OR WALL JO/NT See Note B 6"-o" #5 Rtot 8 (Dowels not shown) ELEVATION 'x5)(1'2„ & 30 max. 4 cont *4 cont-tot 6 45BP30 5 �Sx212"& 30 #51,;-? /5 ,-Const jt optional Modify Bockwall 8 Heinle Conform as indicated. at wall joint Concrete : 2. 7 cu. ft per lineal foot Reinforcing: 14.4 lbs. per lineal foot Pay limit Concrete Barrier Type 27 or 27A Place two additional stirrups and dowels each side of joints. /"Expanded polystyrene Type 27A "6X3!9"t°/5 or Type 27 "5\e9/5max} 6" AT CONNECT/ON TO STRUCTURE min. *8x3ObO"tot 2 at connection to structure TYPE 278 *4 R /8 Const. jt. optional 2-O Concrete ; 5.7 cu. ft. per lineal foot Reinforcing: /0.6 lbs. per lineal foot Pay limit Concrete Barrier Type 27B .04" ga/v. sheet meta/ over %4" neoprene strip. Coat top of strip with grease. /"Expanded anded o/ st rene x 30!01 tot. 2 Wall rein f. p p y y ELEVATION 4 ) 1o12 \at P/ace around bolt ho✓es. B_ "+� Shoulder --Bevel Metal Box Spacer (See Note El SECTION C -C METAL BEAM GUARD RA/L CONNECT/ON £ Electro/ier Electro/ier anchor bolts Slope 1;1 Edge of deck £ Electro/ier 6 Slope 1:1 — J 92 /0/ ` � 'al. ' z10? D[SI X EXi.IN[[R RERIRTERER CIVIL ENINEER 04 SM 7W 9/77e // 9 Dc 10 her 26, /9R/ � ,. '`5M « ` x 41-6" tot. 4 R3 SECT/ON H -H J/ oT 6" l'-3" DATE APPROVER x 4'-6" tot 4 9,1 911 Omit chamfer at electrolier PLAN Electra/ier anchor bolts 5r lot 2 2 -*5 ' ` x zit -Clot 4 II II --J Pull box tot. 6 1-11 AT EL E CTROL /ER See Project Plans for elec./roller locations 8 pull box type. Standard Pion sheet No. Detail No. NOTES; x 4 -6 "tot. 3 470 A. Clearance to reinforcing steel in railing to be /". Longitudinal reinforcement to stop at expansion joints, and be continuous at construction joints. Hairpin stirrups to be rotated to meet clearance. B. Rod joints shall be located at deck and principal wall joints. C. Dimension will vary with cross slope. D. When glare screen is required, see "Concrete Barrier Type 50". E. For Meta/ Beam Guard Rai/ details not shown see Std Pions A77 -C, 477-D, A79 -A, A79 -B, A79 -C and A79-0. r .T. 499 STANDARD DRAWING FILE No. XS -9-1I3 i DATE 12/78 IBy t By Ect5tic sz, // I SUBMITTED ?Y( 1. DESIGN DETAILS Checked #44 Checked Appmyal Recommended By V DESIGN VISOR 7'89 RIG! STSPSU CIVIL ENG'NES. NUY..11_ Quantities Rev. State of CALIFORNIA DEPARTMENT OF TRANSPORTATION STRUCTURES -DESIGN C BRIDGE No. 35-252R ROUTE 92/101 SEPARATION— NE CONN. PROJECT C I O fi ENGINEER I r) GGG POST MILE R l t .B CONCRETE BARRIER TYPE 27 (MODIFIED) RD D 147 ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 1 1 0 2 T T 3 CU 04 210 WO 134651 Disregard prints bearing earlier revision dates --i REVISION DATES (PRELIMINARY STAGE ONLY/ SMUT I ..T 1041 ..n. PM 11ng.3 M M Bottom portion DOWEL SPLICE 0 Top portion A O W3.5 or 5 go. wire i 0 44, #/O x 5L6" dowels total 4 P/S Steel SECTION A -A Form to retain epoxy mortar W3.5 or 5 go. wire P/S Steel • 2" Holes to be cast with spiral ridges SECT/ON B -B DOWEL SPLICE /. Bottom pile section to be firmly seated in ground before splicing may proceed. 2. P/ace form on bottom portion of pile so that excess epoxy mortar at splice will be retained and completely cover the joint. 3 Fill 2" holes three -fourths full 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. 3/ "Chamfer Top portion Bottom portion SLEEVE SPLICE ASSEMBLY SECT/ON D -D Full pen. Bar 2x 3, x5'0 //8„Gap prior to torquing of PL % bolts. Bar /x j2 x51-0" 2%4„ /81/ V Bar 2x3/ex5f0" DIST. COUNTY ROUTE POST MILES --TOTAL PROJECT i"M�l sirs 04 SM 92, 10/ T//9/T/2.9, //.9 47/ 499 DE 310'R ENGINEER Mn APPROVED iz4o7 �a1ROa CIVIL INIara NURSER oc/ober 26, /98/ 5/110 /8 H.S. bo/t, /9 spaces @ 3 DETA/L "D L / x / x %4 0// around. Miter corners I� 1� I� 1 I jl \\\k:\> � 1 1 1 p ,I 1 1 11 *1 / 0 /, WELDED SLEEVE SECT/ON C -C * Dimension to match pile SLEEVE SPLICES PL %4 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. GENERAL NOTES /. 2. BOLTED SLEEVE SECT/ON C - C Design Loading (Ultimate) : Tensile Force Compressive Force = Shearing Force Design Moment Other methods of splicing may be used provided: (a) 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. //5k 500k 70* 75*/with zero axial load STANDARD DRAWING FILE No. XS -1O-32 DRAWING 5/76 DATE H-0SD 147 DESIGN DETAILS SUBMITTED BY By F.C« By Ir. C.B/Nthi»get- 1 1 Checked , "v A ,b17S Checked cti I• loll: 5/76 iGl7� DCCI N [NCI [R Approval . ...,.ed By I" ll44; NEC I CIVIL ENEINEEN MUMMER 8/ 98 ORIGINAL SCALE IN INCHES FOR REDUCED PLANS State of CALIFORNIA DEPARTMENT OF TRANSPORTATION 0 ! T i 3 STRUCTURES -DESIGN 6 BRIDGE NO. 35-252Q PROJECT ENGINEE YY� Q- (Cm Cu 042/0 wo /34'25/ POST MILE ,Q//.8 IPRESTRESSED CONCRETE PILE SPLICE DETAIL ROUTE 92/101 SEPARATION-N,E CON\ ROUTE 92/101 SEPARATION -N. E. CON\ Disregard prints bearing earlier revision dates —� REVISION DATES IPIELININARY STAGE ONLT) 1 SHEET 22 a 124 DIST. COUNTY ROUTE POST MILES —TOTAL PROJECT No. T T 04 SM 92, iol 7/29/7/29. /19 472 499 front lace of barrier To he parallel to /'ace of paving notch for ,siren's up to /O' A C /cavemen/ L /.�rid9c deck A End of pvrnywa// End of kvnnpJya// Face o/' pawn? notch "b "bars ; /2 //ff lap "C „ bars AC ,0a vemen / 4,- For approach slab over .361 wide, see 'Approach Slab - End S/agyer lOetai/ N —'a " barS /O ,O w NORMAL SKEW PLAN Pay limits /'or AC Pavement TNT A C Pavement Pay ni /sfor Structural Concrete v Approach S/ab /0-1- 0" min. "c " bar required when skew is over /00 0 ' O" #5 pares//e/ 2`0 paving notch d bars SECTION B -B I varies "a" bars "a" bars SECTION A -A /Pe taimm/7q wa / / See Detail "q" Approach S/cob Bar Rein/'orcernent "a" bars "b "bars 'bet bars *6 x/0= 6 "e 6 #4@ /2 #4r @ /2 Shoulder Structural Cone. Approach slab "b " bars continuous 4 /,ice/iii/ . .. . . bars SECTION C -C See "7e 0e/a// • • 'a "bar DATE APPROVED mac. -6j^_ 2401 (9cfober 26, /.9R / Sealed loaf MR=//h" Bui/din9 parer r Abutrnent bock face 12" PAVING NOTCH DETAIL ,.G" Bart,( x xO27"with /"06ho/a 1 � v S'eo/ar./ Joint, gee' Note / and anchor assembly p� �2 " c/ear Gr Polystyrene around 3/ " 91qa/v. rod @ 24, with nut S�°( threaded ends, Rod to he encased in /"9 x 21-4" PVC conduit. .End of' Approach Slab. L ., 0 O" TIE DETAIL 8 "c%otr, other depths must be approved by fhe.Enyineer. /,r8"bo/f > ' sled/ coup/inch nut P/ace Parallel To A Roadway APPROACH SLAB - END STAGGER DETAIL NOTES: 1. Sealed joint MR (Movement Rating) as shown on other detail sheets. Adjust bar reinforcement to clear sawcut for sealed joint, when required. 2. When W is greater than 36', the end of approach slab shall be staggered. The stagger widths shall be in multiples of 24' with end 36' width permited. STANDARD DRAWING FILE No. XS 22-14 DRAWING DATE BD D 141 9/79 DESIGN DETAILS SUBMITTED BY By By o- "" Checked 49 s Checked a Sw e. .w o Appro Recommended 1y DESIGN ENRIN4'LR REGI CIVIL ENGINEER NUMR[R a�! 79b9 ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 State of CALIFORNIA DEPARTMENT OF TRANSPORTATION T I 1 2 3 STRUCTURES- DESIGN 6 BRIDGE No. 35- 252 R ROUTE 92/101 SEPARATION NE CONN. PROJECT n 'M e, ENGINEER_ ' , ` III CU 042.10 WO 134-G51 POST MILE RI1.8 APPROACH SLAB (A C PAVEMENT ) Disregard prints bearing earlier revisioju dates --s• REVISION DATES (PRELIMINARY STAGE ONLY) I SHEET OF e7 _1 1 E.T. 4041. •••74.•40 11-75 n ( OE. OPERATIONS 0 z O LEGEND OF O • m Z 0.0 Rai f o - a 0 1 0 Z 0 m Oq -e Z s .,o vo t FCC. c 1- o W Z W a I WtMa.-040 7 CO likpg u0 10007 J.-14-'44;;SELI s-^4 /71"5.5. - /I o o • cv -N-Ott x c -a caw, • lE E n O Np CO C L Eo?`ko g= O O O L O_ ` 0' '.� pI co• LEGEND OF EARTH MATERIALS u O �viF `c L E utu u Y E o .. E o o E cE o5 -a' oE .S O D o U W u o lE} 1:7:1 Y%I; y *6 O .n C C7 '. " o 0 w I Z P m E >- • O CC m a U o d c' E (S] U i 2 oL n u C N O N r -- • d u 0 ` P m2c -a J W > 2 cc Q o N RDTARY BORING ( WET I AUGER BORING (DRY) SAMPLER BORING (DRY) J Q W CC Y 0 7 0 0 w 2 Jr ✓ ci J -J Q J Q J V t) N U N4-1 r71 CC Q is Cc 2 0 2 O W -4 60 I-0 I— o -o f at E Lids Li N r 0 According to the Standard Penetr w cu v O U c 0 {O 0 N 0 Ul 3 N K) O O{:, 00� — N C a TJ N 0 N NOTE Classiftcction of earth material as shown on this sheet field inspection and is not to be construed to imply mechanical J 0 0 U 60 5,1 $ and Cl, s S. is and Clays Lawn 1Pa'ass hen t weate than SO mini) O. gam Sods o a Foe Val so.> 1.14 N H 0 0 U -4 J 0 Lk - 4 0 a U e x 0 Clear gavels .(Mlle VI no hoes n3 u u Grovels mtn fines . Appsec able mono, of hues GI vets a. I' U u Clean sands Sands wlb Ines nc Aooreo able amount hoer of hats, Sands 10,21 / I/.4. 1 U-2 N IN 0.2)_P 1(.4N -20 ab - 30 4 6 4 N - 40 I /e1/.4 .; 1161521 n4 - 4- - 60 - 70 - 80 I /a1/•4 N 10125 4 19 r./ r\ 17 i/•4 1.0 Li 11,4 -90 -100 - II0 Sl/9htly con?/ogct, bnowr7 3 & ert S/LT with wooq 6Ws El - 1? frgen,ent s cfr, r /) 12 yi3 eo Very soft, orgy CLAY oris el. -49 1-7-01 23'/Tr. Sto. 252,-60 "NE's nc 3/iyhtly compaer7 tgr7, eft veL Ly &lNO Slightly cr,mpgct, tgr7 fiine - S/1AID qnq stiff (-tit Soft , tcr-7 CLAY S/iyhtly comhgct, brown, cogrst SILTY &INC N / So& 7 b/ere Stiff, brown , SANOY CLAY Com/ogct, brown, CLAYEY SANO grit/ GR.yvEL Stiff, orgy qnq b/ve most/c4 CCAY (Stiff, blve gray CLAY Sltrff, garK orgy, rn termec7dee1 CLAY qnq sl/ htty conf°q cr CLAYEY SA&O ro S/iyhtly comact, p bwn, n7eq'ivm SILTY S✓INO Very stiff, g�9ray green CL/iY Comp$ ct, 10rowrr, GR/1 vEL- Stiff, brow/? CLAY with 61TkM✓EL scorns Stiff, brown gnel orgy mottled CLAY Stiff, brow/i CLAY 324/0 B-12 0/ /5 i PI P P P P 2 2 3 3 2 3 2 11 ` /¢ \ 2a I2 13 5 ,7 2c 33 37 3' 43 45 36 36 30 43 /t0 70 on 40 30 33 x5 36 35 35 35 54 56 SI 56 57 55 55 30 87 160 zm 125 150 367 S Bcn/4✓t/E Stu, 25+ 47 `NE 0 / / /3 I,.t 101/4 11,4 N N .I.7 1/4 f 7-0/ /00 ZOO 9riPY ce,di Y Very (stiff, 9rq y S/INO Y CLAY Very stiff, orgy qnq' rblvC, n7ott/Cq SAA/OY CLAY / 331/4 36 1 t' 4 23 yr---€ Ben/5 ✓VE B -I I 0 BENCH MARK 6M- 4'/°r• 3 fc/.LCT.S Sigca-vv//c far fib. 35-27 t 30'Lt- "33' ur7c stq. 250I/01-. flee. 2,10 3-9 Slightly compact, SINO qnq eni'AvEL Cfill) Very soft, orgy CLAY 2' At. Stc;, 259t 46 "NE' Line B -I I 6W,5AEI-2/ 3 /-5-e/ Loose, orgy,S/LTY to CLAYEY 511ND gnct 'nq1/ GEM vEL Stiff, brown, SANOY CLAY Sri fr , brown qnq' 5 C? CL/i y Soft, brown Cull Stiff, btowf CL -y with LIME Stiff, I/yhf brown CLAY Soft, b/r./c gray , iron stained CLI Y .9tiff, blue g'-qy CLAY Very stiff to ;,tiff, 5r-gy er-een , .SANDY CLAY to brown GRAVELLY CLAY 4 // 15 1. 32I/.4/ f < Compact �SAND 12-23-80 123-10-0/ 1300/03 Very Stiff, brown CL✓iy Stiff, brown q -Kir:1y, mottle$/ CLAY - P 2 P P P P P P P P P rO 3 3 2 3 3 2 2 3 3 4 7 30 36 25 20 Z2 9 ZI 26 27 2s Z6 2f 32 15 54 59 62 72 K 60 60 36 7Z 170 299 16O 29/ 150 2 55- � C Ben/G,t/E NE✓✓L /N -B-I IA 3 V r a 0 in ('Si 4- t B -HA too 1-7-6/ IC 2 2 2 2 2 2 2 3 3 3 4 4 4 5 5 6 5 7 1 10 15 20 S5 36 43 44 30 6/ 56 75 46 27 30 32 51 35 37 ws 53 50 55 65 35 65 +7 55 02 75 15 65 05 95 65 150 AZ u Ito ZOO 3�o s} 2-20-6o 2SE, rg Ben/ 7x/E B-10 3" PLAN i Nw30 , 29 2'Lt• St4,256*17 "ICE "Lice' BI0 6W5,v5/-2?G 1-7-e1 / /. 4 z3 /.4 j G 1 1, 4 1 /4 /4 123 11.4 l -7)/2 I/'4 1,5110 1.4 24 100 1 � zoo 23 11-4 / r 4 N N 2 ✓ / / 122 1.4 Very stiff, gr ciy /v/ve CLAY Stiff, orgy bloc , CLAY Very 'riff, green c r7q b-owr7 mo/t/eq' "w1NOY CLAW Con7/ogc t, brown , CLAYEY s/1NO qnq GRAVEL ,brown , CL/IYEy 1 19 /4 1.3 1 a jr.4 1 I.3I /t I/.¢ • 31{ Slightly compact, brow,,, 54N0 qnq 6RAVEc (fr l l ) Very soft, ggrlC orgy CLgy f ben/ 8 /t/£ B21 Stiff, gray, iron Stg/nee^/, 5/INOY CLAY Conlpgct, grgy , very 5ILry fine- &IM) - Sor77e- Sn7q// 6/x'1 ✓EL Soft, brown , very SANDY CLAY 42 6 3 2 3 3 3 3 S 3 3 3 3 4 - Slightly compgct,ohvc brow/? ntcrbcofcycc/ CLAYEY SelN0 one/ stiff C' -/1Y Very Stirs, gray green CLAY stiff, g1-gy green, iron stgineq' CLAY Very soft, orgy CLAY Slightly Compact, gray y1N09 'to CLAYEY s/LT Very stiff, /ig/7t ,tro{1vr7 CLAY 600/0 r 3 3 4 3 5 5 4 ¢ 6 6 to /4 16 18 36 3t 32 25 19 22. 20 22 2F 22. 32 46 66 56 ILO 120 ILO 24 240 40 195 193 16 160 156 75 175 Very sfiff, light An -own, SeNOY CLAY Very stiff, orgy , it on Skin A.'-/ e5/Noy CL11-' 1-13 -6/ DIST COUNTY ROUTE POST MILE 04 S M 92, 101 I T// 9 S --TOTAL PROJECT Ism i0 t,`s '7/2 9, /W 91473199 G364,4.0 tic .C329A4frai 1/65 - Cc oher 2_6,L98.1 &en/ 9rvE B -I3 131 0 SBen/ /04/6 O e MN0 c n c/ GRAVEL (n11) 'I Very soft , yrc7 y CL/MY Stiff i gray CLAY Con7pact7 brown, SILTY SANG qnq G14AVEL Stiff, 91-oy , iron choir -cc -1 CLAY Hare/ CLAYS Y 0. L24^I b4J�.a 2.2 171 /r4 , gray CLAY to 158114 6/3" 10 wig' GRA ye c. lkry stiff,grgy, iron Stcvncgl 2/ SILTY CLAY Stiff, gray , iron stq//7ccei CLAY. Soft, blue orgy Cc.Ai the 0 7 I'4 7 r, 4/ (witr, aloe 5/-v y, iron Stgrr1ecy CLAY I Compact! 5 qy SAt iO Very soft, c/grlc Srgy, CLAY Compgct, st it/c rgy, very 41261 / 9- i SILTY S/INO qnq Smgll GRAVE__(-- 100 Very stiff; /'ght ,brow/ cc-iy 12.6 261/,t\ / Slightly c0n7/oc,-t,5r9 , iron stginecy CLAYEY $/2-! Soft, b/vc 51-9 y CLAY 1 3.911.f / 251+00 25200 253+00 254-q00 255+00 I 1531/4 / � 1�ne11.4- Very no , Iron sin/her/ 6R/iVEL in SAN Y CLAY mgtrix Here./, b/vegrgy, Ott- a -7c// gcnse fine SAND Very stiff, grim' , /roil stoner/ CLAY to Sin/07' CLAY 5 $tiff, 5.ny, 3mNOY CLAY Sli9htly compact, blve 9r-gy CLAYEY fine SAN1i Co/npect, brown e7r7q'5rgy mottled CLAy Very stiff orgy lodge CLAY 27 1 /1t 18. 0I stiff, blue CL'IY 11.29 /2 r.4 1-6- El 256400 257400 very Stiff, gray 5SANOY CL/9y / 3. 1 258400 PROF/LE Cj -30 40 50 60 70 80 90 100 ENGINEERING GEOLOGY AND TECHNICAL ?PAWN BY ED f UNG 2/81 Coane-g Ma< CHECKED BY OS D146 • •7 L .i it, ' G4 -' - RROJECT GEOLOCST/2- SERVICES BRANCH - TRANSPORTATION LABORATORY GEC 00 Approve R,c,iee.,e,6 !y 7. 22! ENGINEERING GE0L0615T C E.G NO. HARGI- UNIT ExPEPID ACTHOR SPEC DESIGN State of CALIFORNIA DEPARTMENT OF TRANSPORTATION STRUCTURES - DESIGN PROJW'T ENGINEER REGISTEFIED CIV L ENGINEER NO.1 BRIDGE NO. _ 35-252 R NIL POST MILE 11,8 92/101 SEPARATION - "NE" CONNECTOR LOG OF TEST BORINGS ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 2 3 cu 04210 wo 134651 i :Alward ph nui bearing earlier REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF