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7T`,5NRW,4V 7T;9,—,TT7" <br />chievIvfel- 16'7,,fi <br />slrejvAa a/- maoi <br />0 <br />61 <br />M <br />P <br />tA <br />.4 <br />WA <br />J <br />77 <br />hL <br />W �, <br />Y V <br /># < <br />MM ft-MMOMM sox <br />mp, <br />mim <br />i nam <br />Nmz, imi , w - I <br />6-,eTtUrvWP, iffi, Ff mu" IM, _N <br />wmammi ma- &I'Mmar <br />jil <br />AT <br />ES <br />Tot. 5 <br />8x6-0 dowels to be <br />cli anchored irdo pile extension <br />Cap or stab <br />1. Atl pilell with extension above <br />sof f It <br />t ground shall be Class 45-1 Git-4 <br />f Pll� extension ernate U or Z (S.P. 82-1 ) or IV! - <br />Cast- In- Drilled -Hole Pile. <br />��VERNATE ANCHORAGE Q��T (L. <br />Reinforcement of piles extendlo <br />AA 11" /.11 A — <br />.1.1 ­ 111 U above ground shall extend fv[I A <br />'01, 1`4 <br />1eil7forcement lwqth of pile Ck pile extension. <br />1 4 <br />I <br />a 3. All bars extending Into slab sli <br />fo t <br />�64 — <br />zzni A tot. 5 W 3.5 wire be hooked as required to provide <br />2- Whimum Clearance. <br />A f6utInent <br />7!j i 4. Continuous pile reinforcement Mail <br />To t 6 A <br />be cut off to provide 2" rninirnt". <br />F <br />SECTION 1-1 <br />5 <br />Nit. <br />tl '15 .5. Driven concrete ipiles for axtenron <br />_L8 1771 '010ce <br />F above ground may extend 6" <br />parallel /0 1 Rooldway — 1D <br />—7% CL ataie low water line. <br />A 10 IR - <br />1 7 .11 1 <br />0. Lop splices W111 nOT 08 allowea <br />A /V - tJ V <br />Pde biar� 60 1" Cap or stab main reinforcement of C. I.D.H. <br />A <br />A soff it Piles, or Class 45-1 Alternate' With Skew <br />Pilies. Lap splices 4111 be <br />al cy've e ow t a cut o Ing <br />E <br />215 Class 5-1 Iternate "U" Pile's * <br />08 TUSE CORNER ACUTE_CORNER but must be 60 diameters In lengthl., <br />7. 5 gauge wire may be suibstitutial <br />*3 <br />N rot <br />for W 3. 5 w! ra. <br />APT PLAN—ABUTMEIVT <br />Fina qr <br />0 ound <br />With Skew K) A <br />X 2'b 4 �7 surface <br />r-W kiii It -42 e 1 __4 <br />Cut off line <br />NT <br />Refer to A T LA -8 <br />Note 6 <br />W <br />> <br />u In e n <br />_j <br />-V <br />'**—Pile tip 4 <br />7: <br />///Clcii 4Vf (7 <br />�OART El-EVATION-'BENT <br />5e 14WI17 kyoll See Winqwol� See W/;vW0// PILE DETAILS <br />EAgvafion 671evwlion <br />V0,-, 017 <br />-3 U E T <br />oa rusE coiIEl?, ACUTE CORNER <br />�e Ben/ <br />T1 N -F <br />02 -Tot 7 -;rol I <br />OECTION F-F- I <br />/7 '5106 Md,,i 5167l6 <br />�lf AbIllMel7t ral ykevy 011'el- 26? <br />/0 <br />to <br />V <br />IN, <br />C <br />60 filUMULP /030 Od.;R d dctk, ota to <br />' // /e/7 I i r -i place <br />i 91h <br />tv"llel A �6 <br />Pr4 U �9 <br />eae Wal <br />'ro t 2 <br />C 7- <br />SECTION-E-E <br />104-1 1,e 0 U 45 ide 104-e <br />Lj <br />W/N 6%_ WA_LL_'__ EL r: VA T1 0 /V G 6 <br />Ourb ond roill�79 1701 51�0,i <br />L A/V_— A4 <br />,/�V,, �TXW <br />/0-- <br />ii*4 Ll <br />fill <br />4 <br />SEC rl ON C <br />KI i im ,ma-zia-z"pt M-ff <br />PROJECT ENGINEER DATE <br />A <br />LIVE- L.-OA DING: H�f 20-44 and Allernative <br />OMMUM 1= <br />DATE SUBMITTED ay DATE APPROVAL RECOMMENDED 8Y DATFE <br />COUNTY OF SM11' J 0 A 0 <br />/,0?- 17 <br />0 <br />W WK <br />PLA ISCALE: <br />UIN <br />IM <br />A a [J-1s M <br />AS. BUILT� <br />COIRRECTIUNS It BY <br />NO CHANGE"i 6?, -Jt <br />DATE <br />dwel <br />Sliftl - 1WAL. 1 <br />PROJFECT ELLIOTT ROAD, BR. H57 NO. veu3j <br />F.N­r A BENI` M-."TAILS <br />lr%i L� Mj. e-V QV <br />