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I <br />If <br />7 0-x 1 �3 0 iq 5"1 t u rri i n ou 3 <br />f <br />CONS"TRUCTION <br />G6-*ted-Rock Slo 2C Ai <br />Cat 1Protcatlorccobb�e) • B Coricrefef RoCIkSfope, Frotcotion q <br />-4 I (4-tw e,. ( on fo 'M to d ifc k <br />(to b b a r <br />Steel Tube Wini Aballnent A <br />(Type 11ro tAod4;4) 14, <br />0 <br />-/!3" 1'3 4 1..0 Min. <br />- - - - - - r ro 3 <br />Drill Bond 0" 4. 'Bar A --J <br />B <br />4 Dowels of C-3" cevNter5 4L Coupler <br />Toin� <br />f ull helcftt of tabutmer�ts. <br />in Reinforced Concrete, Plafe, 15feef W-aff Viall (Bifu. <br />@ 5 <br />mitious- Goate,,J ) a� cenfer c� Levee, <br />-,,—Etev- ZI-4-5 Abutment I C, (5 , <br />O.G-r <br />E <br />14 Abutment 2-74� Abutment A- ta, <br />9 <br />le -4,4. clenrlip Rods <br />Parallel to E Roadwoy <br />1:2 <br />L # 3b4rs o <br />Got <br />V. <br />P1 bar r vV 1. 4- Tie-s <br />M <br />J L fic be�w e1ri hip Los 'in 4 <br />t Uzi 03\& slmet\�%Om <br />-L J, <br />.-from oewinckt, Imaje p1mej. 51;GTIOW A.- A <br />3/,( for W� �L <br />o!�S <br />00 <br />-R&mf6-rreJ'C6ncre,+e,incase men <br />N -W ro •rot 3 3]Drz VIG.W <br />if rtillio <br />L B - F3 <br />-FALLATION <br />ABUTMENT CONNECTION DETAiL DRAINAGE INS <br />SE -C TION' A - A 4: (MISGP-LLANGOUS FACILITIC-5) <br />PLATE—STEP-L <br />-NQTIi—f-. <br />0A 0 <br />Comcretewa Rock <br />Ll <br />4 s is Dia, Asbcs+os bon4ectE31IL4rriino�s Coi+ecl G VP (o.o-rq"4iiick <br />Slope Protod"forl ccob6le) <br />--Auiom-,vt(r, �LrA*mat e qnle- <br />dZ-1 ve <br />r3i4arriinous Co (a) Pt ate, - Si <br />Dowels S/8" 'A 24 qreased wrapped m one <br />joint en rase menls (4.) F;�o4iahnf C - We at ever 4pon�%oix j6tr\-V 'unction of <br />-e cobble; <br />I ";Iz (,5,1 Concr t e-A - Rack Slope 6 Protoofiori <br />1:>etc1qe roAt walk. <br />((;-)5trLAr,+Ur&- eycavaWori Am-d boickfl 1. <br />A <br />iMuhnent <br />ci <br />15t ► <br />4 <br />E <br />5 L3 4% co 15 <br />NOTES <br />\Z-- Tot. 5*8xd-O" dowels to be <br />A anchored into pile extension <br />k <br />-K-Cap­or slab <br />soffit t deep <br />PI Pile extension -P T PLAN-ABUTMENT eI NOTE Place '/W it 172. Trar\sver5' \NeaV%et\ck Plam <br />(ALTERNATE •ANCHORAGE MAIL Reinforcement of piles extending Jdir\+-s Q+ all chames iv\• No 511(ewECTF-f X - si"c-tiom av\d wk- %Z <br />PAPT PLAN, -BENT above ground shall extend full <br />4 length of pile 8k pile extension. <br />All bare extending Into slab shalt <br />Aar SkeN 20 -9-e Z ess No S,� w <br /># <br />Id South Abutment 9 AbUlAn6).0,� <br />all tot.,5 Wro.5 wire be hooked as required to provide <br />NortK Abutmer\t, 11 u SIDEWALK, DETAIL <br />21- minimum clearance <br />C <br />SECTION 1-1 <br />*6 Jt <br />2 - '*/,o een llnoaup (a) '14A OdY9 J/ d&A, <br />10 4-1, <br />LJ <br />A. LdO s•plices wIII �ot be allowed In' <br />F Cap or slab main 'r!inf <br />F 4 orc e mept of C-1.D.H, <br />4 U soffit Piles,/ <br />177&050r&d 010179 f Bent t <br />rot t <br />T� pp - <br />PART EI-EVA TION-BENT See S.P. <br />5 (4) 12 //7,5 IV& • /We <br />104-1 CP outs/de la'e& <br />C <br />Re-Tqv�e TNPP- P- RAA <br />Final ground we <br />jlrq�e�vq alh. dec:k conr -V%ot\ reinforcement. <br />WI M G WA L L EL E V4 T/ON G-G (surfaces. <br />V r, ;ro to E E <br />IWI�7 SAM <br />Curb and rollln'q not- shown 14. Vre- <br />•berwi -senject det:14, cor\�ec*lot\ <br />Cut off line d <br />iry <br />0. <br />Drill ckfvk *A dov4eks <br />r.ey <br />/0 <br />to /0 <br />V/ Ce 0_7 <br />-44 Ll t-)A 18 <br />11..4- @ > <br />If <br />N Q <br />Plld� tip SECTION E-E <br />CONCRETE BARRIER, <br />-C DECK CONNECI ION <br />SEC rION C 16 C,11-RHI. "PILE' MTH61"XITENSIOW <br />JI <br />(CLA%5 45 <br />........... <br />PROJECT ENOWEER GATE CHECKED BY DATE SUBMITTED BY DATE APPROVAL RECOMMENDED BY DATE <br />$WET' iOTAL <br />PLAN SCALE: PROJECT NORTH HWY. il EAST NO. SHEETS <br />.64 4UA hA COUNTY OF SAN JOAQUIN ABUTMENT BENT MISC. DETAILS FRON-MaE ROAD <br />NONE 4- 7 <br />RESURFACING •# BRI D aE 1781 WIDEN INrx iatmm <br />ST.-ArE NO. 29C-67 <br />