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7•_Tf <br />k 4 <br />719 Ilk <br />'477" <br />j <br />7, <br />3 <br />A%� <br />"A <br />J <br />4 A balm en jll,� <br />Av �101# Main Slob, <br />f -eMforceln�wt E <br />lvalr '7-Tot,, Skew ?0 a <br />e chamfer /o*l- A A <br />A,6vtment-) I" - - N <br /># <br />To t 6 r <br />.7 4 <br />)aX. 0/ace <br />C fn r <br />00ral 0/ /0 1 Roodwoy <br />BEN PA P T F'L:A N <br />Pde bol-5 -. P — <br />61 <br />A A <br />e With Ytow <br />J <br />OBTUSE CORNER ACUTE -CORNER <br />,O/ le <br />rof 3, <br />'N <br />e4l_ - ----- --- n <br />PAPT PLAN ABUTMENT <br />-� - ;� <br />With Skew <br />14- <br />T/OA/ A - A <br />SEC '' <br />No k w W <br />V" <br />A b fn t & <br />7:5 &W <br />N <br />f <br />Lj <br />�nF t <br />t S In 9) x til-rup S)0aC117q �TMOX. 4,v <br />W_ "4 <br />5 Ir ul"&d 010/7q f Befit <br />ZM7 -6 /0 177&OS <br />14 <br />PART ELEIIATISee W/?,Ywo// ee W/fiS9W0//ON—BENT--- <br />V 0 Elevation e7evotlon <br />S 0•OBTUSE TUSE CORNER: ACUTE CORNER fsen t <br />nt <br />SECT/0/Y TO 71 7-0 H <br />-- -- .,: <br />lobIW01�7 <br />or //7 <br />Im <br />A <br />0� <br />nf <br />r re n <br />A bVtM6)n)' i7 <br />/01 <br />1 4 <br />5 <br />_0*0 j -- ----- 0t,5 8xd-O" dowels to be <br />N <br />anchored on <br />48- tot. 5 1 W 3.5 wire N <br />hored Into pile extension r <br />U. I <br />r sla <br />2 - *zo evp 11noau.? 0 Im ia-Ve of d&le, <br />soffit to <br />P0 <br />SECTION 1-1 t #,i r <br />Pile 9. tension <br />Ile <br />lk <br />F <br />ALTERNATE ANCHORAGE DETAIL F <br />)"4 U <br />1. All piles with extension above A <br />r& shall be Class 45-1 alt- <br />Cap or slab �ound <br />To t 2 0 <br />Inate U or Z(S.P. 132-1) or SECTION E-E <br />soff It alt <br />In- Drilled- Hole Pile. <br />2• Reinforcement of piles extendidg <br />104•_T� e 6e OotSlde )�ace C <br />ground shall extend full <br />a ve <br />I 9th of pile 81 pile extension. <br />Pil bare extending into slab shall <br />U1 <br />b 00 <br />WINGWALL ELEVA T/0N G-G <br />hooked as required to provide <br />minimum clearance. <br />Curb and rolll1'79 not sl�own -�2 J� '4. ontinuous pile reinforcement May <br />Fj Final ground 4- - <br />@ surface e cut off to provide 2" mini murn <br />c earance. <br />Al <br />5. lven concrete piles for xtensl*,.' <br />it <br />Cut off line <br />ve ground may extend 6' <br />0 low water line. <br />Refer to *.-6. ap splices will not be allowed In <br />/0 <br />Note #6 aln reinforcement of C. I.D.H. <br />Piles, or Class 45-1 Alternate <br />4 U <br />d: <br />3' Piles. Lop splices will be <br />N <br />c� Cass 45-1 Alternate "U" Piles <br />�7 a lowed, below the cut off line of <br />V t must be 60 diameters In length. <br />> <br />gauge wire may be substituted <br />= forW 3. 5 wl re. <br />P h aWd AeSl�W <br />Q <br />BENT P11- E"DFL 1 9 <br />-ION C-C <br />"047 <br />1 <br />P! 10 <br />SEC 7 Feb 197-3 <br />TON <br />am I <br />7 97 <br />IT <br />7 C JACK T NO.' SHEETS DATE D 8 P R ONE"' OAD <br />$r ---,-T0T4 "'VI;i�,11*?_. <br />DATE <br />PROJECT ENGINEER CHECKED BY SUBMITTE BY, DATE APPROVAL RECOMM Wir ;SCALE: <br />6 -.3ra -,76 C BRIDGE No. 16 83 <br />C�E2,�.. � (� 6 =T� � And OF, -SAN JOAQUIN ABUTMENT a BENT DETAILS' BRI 5 <br />7 <br />STATE NO. 29C-288 <br />ej DRAWER 8 H E E'r <br />n <br />