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29C-210
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Last modified
6/5/2025 9:19:22 AM
Creation date
6/2/2025 12:02:46 PM
Metadata
Fields
Template:
Supporting Docs - Bridge
Bridge #
29C-210
Type - Bridge Supporting Doc
Plan
Name
Duck Creek - B Street
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:00�1 <br />f <br />•NOTES <br />8 x d-O' dowels to be <br />7 anchored Into pile extension <br />4 - t <br />Cap or slab soffit — <br />r.1. All piles with extension above <br />t <br />ground shall be Class 40-1 alf-i, <br />Pile extension <br />01h6Y;V117yjX1411 t <br />Ahel e1JI <br />IJY616,1- ornate U or 2 (*ASP 9 <br />ALTERNATE ANCHORAGE DETAI� Cost- In- Drilled- Hole Pile. <br />2 <br />Reinforcement of piles extondlng� <br />Maln. S106-- <br />above ground shall extend fV11 <br />_14- <br />length of pile 81 pile extension, <br />#6 ra - . -All <br />A slab <br />(191 11 hillra into <br />A I a %or 9 %j 0 %0 <br />4#80 tot. 6 W 6.0 wire be hooked as required <br />/0 &;�Pdp 00 '4a 101n., to provide <br />2" minimum clearance. <br />0,eaMaje dale <br />4. Continuous pile reinforcement may <br />C ';... <br />04.- 7-a A— <br />'Y&Ire: e. P. aleOM is -zeleeleal SECTION 1-1 be cut off to provide 2" min I MIA <br />4plaee '9/0'aa clearance. <br />nj <br />ell, Driven' concrete piles for exte <br />0 lace <br />'s U 0 Ay M <br />i- r <br />above ground may extend W'_ <br />pa;W1101 to g' /?Ovawdy ftk�' I <br />I - obbve tow water line. <br />/0' <br />V %Vy UVW 11VI be allows,% 111, <br />main reinforcement 4 <br />P/M hal SO pe "ell - /0 Xhl hV IV 6ap or slab of C.&OA, <br />soffit Piles, of Class 46-1 Alfdrhafs <br />I'Z" Piles.LapsplIcos wilt be <br />ly eowieA* P//* Y, <br />allow6d below the cut off lined - <br />Class 45-1 Alternate "U" Piles <br />5, <br />leliv 111le <br />but must be 60 diameters In long <br />SN' <br />U1 <br />PAPT PLAN ADUTMEIVT <br />0 _�fpravisions. <br />WIth, 6/1(&W r <br />Final ground 4w <br />0— N A-,4 U rface <br />SEC T1 <br />W Wltolr �r-.110V r�141111W <br />ZX ICIVOICIIV Z/J.- 11-JIL <br />14e �'ov;'e/ <br />WIM e,,00yy <br />3140 . WAL ft0 RSUOVA4 Oh'U& <br />/WO/'7 S1046 <br />Ved ullwywall M-JrO 00.r1la4 OleVl,�l WI;7yWall 4 <br />lillm led plaae <br />e <br />4V 1117e (/ol <br />70v 9 JP4 U F Mel /0 #a Ira <br />j '00/-0 <br />y <br />rot y <br />ek 8 d1l 1Z) <br />``'-k.� �'�" ,..�.�► tg.�R";� *' f � ,,. -' Wii/,�wo// !'ood�v o if%o�C' C� e��' ;f fl <br />qe <br />SECTION E-Z <br /># 4- AY Wolel' YI;Ve <br />mlh/o'lvelnewl 40 <br />04V 40 ve",�kik' <br />W11V G WA L L ELEV4TI01V (j-GfY <br />W_ <br />Curb and I-of/ice g roof shown <br />3 ex '04 o'bwels <br />9161 <br />f—L - <br />M17 <br />I yv olleo a <br />C410 Owl Oo,//;/ <br />9 Y15r, WIN6 W14 Z Z r- -1 y <br />POP170N <br />81?140644'* CONIV46CrION' �94CIA' IL _"W$Wed a1017g <br />#6 �F 46efi <br />P46-UO VA L <br />PART ELEVATION -BENT <br />Z_ I/C L OA DING /-/,f 20-44. and 41ernafive RECORD.;, W1'NG <br />Corrections By ;V. <br />/ <br />No "a ?A M0,00s/ z" 0� A�-Ah__ge� fly <br />J,r <br />5) L C r/O/V C r-, Date <br />Any Person Using This Qriwing' Should Verify <br />AllInfortnation By Ins0ecOg T Site Of Wyk.. <br />ST4ATE NO. 29C-210 j- I. <br />'�FD Of <br />157, ��JUT to-m <br />P R1 0' E T " " I <br />PROJECt fNGINEER WE C 14 E C WE SUBMIrrED BY DArIE APPROVAL RECOMMlENDED BY WE �IPLAN SCALE. <br />N 0. UgF.Ts <br />T -S <br />4K egr <br />ej ' 4 COUNTY OF SAN JOAQUIN ABU ,ME NT 8 13ENT DE TA I'L <br />_ - _- _ _ __ __ __ _ _ _ _ _ �_%�' No, /461, <br />�` <br />91 <br />(WIOENING) <br />-A <br />Cut off line <br />Refer to <br />Note *6 <br />04 <br />Md Wl� <br />X? e,9, eXl�l e1,04rWA4 <�Wa� <br />Curs IeMloeeme,-71 owlp-,ole /If 10 <br />ffook <br />aleal$ @ 112 <br />ft <br />, <br />C1 <br />'4'bal- IV <br />Meal aea.0valle J'' <br />Pile tip <br />hook ,�'� <br />00IN//VWA4Z D9TAIL.. . <br />-Yee ea A -A J. WWW 0 6I U J) I r IAI r/-j <br />SECTION F-F <br />/or SkeW AW or Z O.Vt <br />9�_04 <br />
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