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-",7,, 7 <br />-T- -1 <br />�'L =16 -0 <br />4 16' 0 4 16' 0 <br />A Soot) .8 <br />4 bot chaIrs I I't tran -s ve rs e /y <br />j4 <br />la. A— -A <br />7k <br />4 <br />Ols t'l-l',041 h(J" <br />5018 center holf oj( 5pon o5gl(3 <br />_lAwl, ikol for 64141cln <br /># LONGITUDINA6, SECTION <br />a�,�A L E <br />f <br />40/0 cont Pon <br />I. I OA 5,can A 5p an --,- is & - -%, - 1!0'�-k /�O` <br />C3 <br />P <br />7a, awe, L <br />It <br />x <br />J� 0 ns L <br />x <br />a A AV V IF MV. v r- F- IVI r- N 1 <br />1g)a <br />OA Soon, (t)8 Span <br />Q)8 S,&-7n <br />@A Soon-., v'/O coat <br />—7 <br />We cl - <br />1462o4y, <br />%.or lor� <br />qp <br />,4 BOTTOM, R El N FORCEM ENT <br />4KS-1� 14ea. Ace <br />4-1,0fi-11A ol SAW <br />le, $Paa A 8 4,5"Oowelss 18"' e-, 4�6 zo/ly, 60-Ah /aces <br />fy <br />(A le <br />4 -6 18�4*,---- <br />th 26 <br />454 cc <br />016 <br />WIN) 10-6 /Z-16- <br />4j <br />-014 S <br />kki Sk <br />elvill 7� 0 9�0 <br />le <br />V6 4'�'6 <br />4eo 3 �.,5 z 17, <br />Q <br />ABUTMENT & ENDWALL REINFORCEMENT <br />TYPICAL PI ER TYPICAL <br />NO SCALE <br />0�e NO SCALE <br />14e' `8 <br />Q.: <br />:,F � , � - -- -, ' ' ' ( j L" - -. " ­ j q " � ­ 1. -- , ;, , � t- I" <br />"WE <br />4 16" 0 <br />GAWNE ROAD BRIDGES <br />R%A FILE TOTAL <br />A Span Cp INDEX NO. YEAR S HNE(f T SHEETS <br />281 1 11961 4 1 6 <br />4 <br />Xsr -e-!6 -e � o <br />13 <br />j�knels of,$1,0,6 <br />. 10 84r S,441CI�7.0 6 <br />-644if"lle @ towia min 'r PLAN <br />A141,1h,14t pot 101 142 1-43 <br />EDGE BAR DETAIL <br />ft WSW M04 13:5 <br />QALE <br />*01"41Y OF <br />V FU:'i R <br />OEPARTMIW c� Fu3LIC WWI-; <br />GAWN8 ROAD <br />4 b ot- <br />1 '14 <br />QRIDGES- <br />ABUTMENT SECTION <br />N t- N T �E <br />13 A R I E TA I L WAT 1 0 N <br />E � L <br />1, <br />OWNS <br />kv, Wwug <br />J, - <br />-4 <br />-244, 29C-245 <br />STATE NO. 29C <br />'QN--Ef NO- <br />i <br />- L <br />FILF <br />a do//,, lace 5 <br />0 <br />