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/ "X / ' 3¢ „y,Sbo/ts <br />(to t ,e) <br />Fnlshed Erode <br />p. 3 „x 4 ,X 0 _ 7 „'f washer <br />.d_ z <br />wosmr <br />v C <br />3'r <br />z <br />o"H. S. bo/h <br />,tot .2) <br />PARAPET f "gARS NUMBER <br />Zo2 Reinforcement <br />Sys 6'Q�o' under #5 *f 2 <br />S,wrrs over 6' #8 fo f 4 ��rslead) <br />Bo{focn Reii7forcemenf <br />4W5 6'arra'Wl7del- tot Z <br />SSS over 6' #8 tai ¢ (-Bars b o'lai) <br />�'�fer fo Ooro��f vl/o// Detail for <br />reinfor�e���f re9�rre�ne�fs.� <br />RAIL POSTON PARAPET <br />SPAN <br />®z <br />HEIGHT <br />8 <br />Maximum Earth Cover <br />-( <br />.: <br />Roif T " <br />8122 <br />o <br />Walls T2 <br />81/2 <br />u <br />Invert T3 <br />9 <br />Spacing <br />y <br />�� <br />a <br />Size Bar .4� <br />6 <br />C <br />Size Bar 4r <br />6 <br />E <br />b <br />Dimension"B" <br />3 -9 <br />Dimension "BW ' " <br />6-2 <br />L <br />Size Bar -: <br />6 <br />c <br />�� ,� , <br />Dimension C <br />8 - 1 <br />cc <br />"e" <br />Size Bar rr <br />4 <br />C <br />Concrete CF/LF <br />30. <br />o <br />Reinforcement lbs/LF <br />365 <br />t <br />4L <br />/2" <br />- f "firs <br />V <br />*624•` �, <br />*4 012 <br />L.314 <br />For exposed top, prov de <br />'4 (c� 18 each way (2' lap with <br />cI'bars) and adjust quantities <br />"FLAT INVERT" <br />. .. . :. . . . . <br />It <br />Q <br />10 - <br />.: <br />NOW <br />q./ <br />' XZ ' 0 N S. rods KM, -ended <br />ME <br />� E'; EN31NEEP DATE <br />C H E KD BY <br />X55 � <br />f Blvfi/e 6mde o 40' A. c. <br />Fir?ished �rodP 2 0 <br />PARAPET WALL DETAIL <br />C <br />45 dia laps "B� <br />11c bars I <br />"o" bars I 3/4"m in Fillets <br />'�4 N d bars <br />Op!ional Const. Jt. <br />0.25 S <br />or #4 & 18 max. e"bars <br />for cover over 2' <br />I <br />RCB <br />#4 @ 18max: <br />2 C 1. _ <br />(Ty p.) <br />Alternative <br />const. jt. <br />a bors Const. jt. <br />B (I <br />It <br />112 S oan T 2 <br />HALF-SECT/ON A -A <br />o ca e <br />orrom sH -#3 P/Qt, 1/ie4 <br />a0 <br />7e ephome Conduiks) <br />v : v <br />�PPfer �o .�for�dord �/oris <br />bba rs <br />a <br />b.. bc.,. <br />it <br />c" bars <br />Te/ephone Parapet. (Se e <br />Conduits) Defa/ls� this Sheet) <br />�'/af hverf ,38. TDA <br />NAL,F--SECTION B -B <br />caJ e : 8 = I -® <br />(from Shf -ta " Pion View) <br />C <br />U <br />Un <br />-0- V-•- <br />I <br />'See TyyeIN%M9N���� <br />Sfaf7d4rd P/cry D -85 dor <br />Re1;7rrorce1,,terr1 Defai%5 <br />2 -#4 Irl 0 le" Max. <br />SPOre out 01-90170' <br />19al / elernerzt <br />91 <br />CC 1t 0 7;' <br />I <br />-poc ng <br />h <br />Spacing = <br />ROOF SECTION D <br />Cnver` Ir^r/ <br />b" bars <br />c bars <br />P bars <br />WALL SECTION C <br />32 (with 2 her huts) <br />30=7"tr' washer <br />o <br />a a e, <br />D 1 4 D 0 <br />Lock washer <br />Cu f wQsher z 'X % X O 5 %2 ! wvsher <br />to"HS. bo/ts <br />bolt dia " % " (tot 2) or Hs threaded rods <br />RAIL POST DETAILS <br />3z <br />OPTIONAL <br />RAIL POST SHIM °BE °9s�s,°,v <br />FEfJ. /977 <br />El r.TE - .7 TED B" C)A. • E APPROVAL RECOMMENDED BY DATE <br />PROJECT NORTH CHEROKEE LANE <br />$� COUNT%( OF* SA V '- 3rAO U 1 N CONSTRUCTION DETAILS <br />R A ^� NG 0. BRIDGE NO. 1826 4 5 <br />Minor Structure W244) <br />It <br />Q <br />� <br />q./ <br />' XZ ' 0 N S. rods KM, -ended <br />�� <br />bolh ends), tote /73 hex nuts <br />or / „j X ,2' O" H. S bolts, tot ,2 <br />I <br />-poc ng <br />h <br />Spacing = <br />ROOF SECTION D <br />Cnver` Ir^r/ <br />b" bars <br />c bars <br />P bars <br />WALL SECTION C <br />32 (with 2 her huts) <br />30=7"tr' washer <br />o <br />a a e, <br />D 1 4 D 0 <br />Lock washer <br />Cu f wQsher z 'X % X O 5 %2 ! wvsher <br />to"HS. bo/ts <br />bolt dia " % " (tot 2) or Hs threaded rods <br />RAIL POST DETAILS <br />3z <br />OPTIONAL <br />RAIL POST SHIM °BE °9s�s,°,v <br />FEfJ. /977 <br />El r.TE - .7 TED B" C)A. • E APPROVAL RECOMMENDED BY DATE <br />PROJECT NORTH CHEROKEE LANE <br />$� COUNT%( OF* SA V '- 3rAO U 1 N CONSTRUCTION DETAILS <br />R A ^� NG 0. BRIDGE NO. 1826 4 5 <br />Minor Structure W244) <br />