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f <br />/)V/ TIAL <br />,BACKF/GL <br />GRAVEL)= <br />REINFORCED <br />CONCRETE <br />3000 PS/ M/,V; <br />/7V I TIAL <br />BACKFILL <br />GRAVEL O, <br />,BACKF/LL, <br />CAREF!/LL Y <br />PLACED <br />CRUSHED <br />STOME <br />f3EDD/NG - <br />//V/;r/14L3AC1<'F/LL <br />(GRAVEL OR i <br />BACK,/LL <br />CAREFULLY <br />PLACED <br />CRUSH,FD <br />STONE <br />BEDO/NG - <br />A (5EF <br />'• ', •':. hili .'I' i. •.i _,. .... <br />N <br />TRANSVEI <br />STEED *4 <br />L /2 O.0 <br />SPE/A/FORCED <br />CONCRETE <br />300 0 PS/ MIN <br />d CAREFULLY <br />�0.!r4CE0 <br />CRUSHED <br />STONE <br />BEDD/NG - <br />O <br />TRANSVERSE STEEL '•4 REBARCa 1Z "0. C. <br />LOAD FACTOR 3.4 <br />LOAD FACTOR 4.8 <br />6 <br />U <br />D <br />8 <br />C <br />E <br />8" <br />4" <br />9" <br />4" <br />1O <br />NOT <br />TO SCALE <br />lO <br />/N/T/AL <br />BACKF/L <br />(GKAVEe <br />CAREFULLY I <br />PLACED <br />CRUSHED <br />STONE <br />BEDD//VG — <br />LOAD FACTOR 1.9 <br />CLASS "A-1" TRENCH FOR VCP <br />1 <br />CLASS "A -II" <br />TRENCH FOR VCP <br />2 <br />CLASS "B" TRENCH FOR VCP <br />3 <br />NOT TO SCALE <br />1O <br />NOT <br />TO SCALE <br />lO <br />NOT TO SCALE <br />1O <br />/N/TIAL <br />BACrrF/ <br />(GRA VE <br />CAREFULLY <br />PLACED <br />C,4;? -� <br />STONE <br />BEDD/NG <br />D <br />B <br />C <br />d"4"/4 <br />8.r <br />48 , <br />/8 <br />4" <br />26' <br />CAREFULLY <br />PLACED <br />CRUSHED �. ' .:.'1' : �'.•�'.. �� <br />STONE 1 • <br />LOAD FACTOR 2.2 <br />TRENCH FOR DIP AND RCP 4 CRUSHED STONE ENCASEMENT TRENCH FOR VCP 5 TRENCH FOR SPIROLITE HDPE 6 <br />NOT TO SCALE 1O NOT TO SCALE 1Q NOT TO SCALE 1Q <br />A <s�E TAe�E <br />A <br />S <br />C <br />8.r <br />48 , <br />A. <br />8�2 <br />Ara <br />7e <br />s' <br />14� <br />STATIONS <br />TRENCH <br />WMA . <br />(A) <br />STA. <br />344 <br />+ <br />65.57 to STA. <br />352 <br />+ <br />�. <br />•..°. <br />Class "A -1r <br />"No Max <br />STA. <br />R: <br />`t',r P�t <br />+ <br />21.07 to STA. <br />359 <br />oto <br />.A• <br />....,A.�A- <br />AF <br />STA. <br />359 <br />+ <br />01.65 to STA. <br />371 <br />+ <br />43.50 <br />Class "B" <br />No L4ax. <br />�-1 <br />Class "C" <br />a •f <br />48" <br />STA. <br />371 <br />+ <br />43.50 to STA. <br />398 <br />+ <br />93.85 <br />.. <br />�:: <br />/.. �� rte.. .,� <br />;: <br />,�• ..��— <br />/r <br />Class "B" <br />No Max <br />Class "C" <br />No Max <br />STA. <br />343 <br />+ <br />55.66 to STA. <br />344 <br />+ <br />65.57 <br />LOAD FACTOR 2.2 <br />TRENCH FOR DIP AND RCP 4 CRUSHED STONE ENCASEMENT TRENCH FOR VCP 5 TRENCH FOR SPIROLITE HDPE 6 <br />NOT TO SCALE 1O NOT TO SCALE 1Q NOT TO SCALE 1Q <br />A <s�E TAe�E <br />CLASS "C" TRENCH FOR VCP 7 <br />NOT TO SCALE 10 <br />!b "A 8 <br />3 AC <br />ROADWAY <br />A? " TRENCH 7g <br />/. WIDTH. <br />EX/5T/NG <br />ROADWAY <br />96' COMPACTED <br />BACKFILL <br />PAVEMENT REPLACEMENT SECTION 8 <br />NOT TO SCALE 10 <br />D <br />A <br />S <br />C <br />8.r <br />48 , <br />A. <br />8�2 <br />/8" <br />7e <br />s' <br />14� <br />STATIONS <br />TRENCH <br />WMA . <br />(A) <br />STA. <br />344 <br />+ <br />65.57 to STA. <br />352 <br />+ <br />�. <br />•..°. <br />Class "A -1r <br />"No Max <br />STA. <br />R: <br />`t',r P�t <br />+ <br />21.07 to STA. <br />359 <br />oto <br />.A• <br />....,A.�A- <br />42" <br />CLASS "C" TRENCH FOR VCP 7 <br />NOT TO SCALE 10 <br />!b "A 8 <br />3 AC <br />ROADWAY <br />A? " TRENCH 7g <br />/. WIDTH. <br />EX/5T/NG <br />ROADWAY <br />96' COMPACTED <br />BACKFILL <br />PAVEMENT REPLACEMENT SECTION 8 <br />NOT TO SCALE 10 <br />D <br />A <br />S <br />C <br />8.r <br />48 , <br />4r, <br />8�2 <br />/8" <br />7e <br />s' <br />14� <br />Z <br />a <br />IL <br />2 <br />v <br />C7 <br />Z <br />rc <br />W <br />W <br />Z_ <br />L7 <br />z <br />W <br />¢ <br />W <br />Z <br />W <br />:7 <br />:1 <br />i <br />L <br />tn <br />tn <br />N � <br />F- 40 <br />U a <br />W 1 <br />F M <br />_ 0 <br />X 4T <br />U w <br />¢ V <br />a .e.. <br />W N <br />d G <br />a N <br />N CO <br />z <br />z <br />a a <br />J <br />N <br />¢ <br />0 <br />W <br />M Z <br />N <br />• Q <br />N l�Ll� <br />¢ <br />W UT <br />z <br />LU <br />J � <br />CL <br />• C <br />rA W <br />W 0 <br />z N <br />Z a�'p <br />W of <br />W <br />Q <br />2 <br />I <br />Wc <br />I— L <br />z` <br />J <br />w } aawn, <br />W ccFa; <br />Nw W <br />m3 � <br />(no UQ Q <br />a Z <br />OLIQ W <br />W <br />w <br />cz <br />Z <br />m <br />K <br />., <br />} <br />SHEET NO <br />12 <br />Of SHEET! <br />Jos NO. N0792.10 <br />OPTION <br />STATIONS <br />TRENCH <br />WMA . <br />(A) <br />STA. <br />344 <br />+ <br />65.57 to STA. <br />352 <br />+ <br />75.42, <br />Class "A -1r <br />"No Max <br />STA. <br />358 <br />+ <br />21.07 to STA. <br />359 <br />+ <br />01.65 <br />Crushed Stone <br />42" <br />STA. <br />359 <br />+ <br />01.65 to STA. <br />371 <br />+ <br />43.50 <br />Class "B" <br />No L4ax. <br />Class "C" <br />48" <br />STA. <br />371 <br />+ <br />43.50 to STA. <br />398 <br />+ <br />93.85 <br />Class "B" <br />No Max <br />Class "C" <br />No Max <br />STA. <br />343 <br />+ <br />55.66 to STA. <br />344 <br />+ <br />65.57 <br />Class "B" <br />No Max <br />Class "C" <br />48° <br />Z <br />a <br />IL <br />2 <br />v <br />C7 <br />Z <br />rc <br />W <br />W <br />Z_ <br />L7 <br />z <br />W <br />¢ <br />W <br />Z <br />W <br />:7 <br />:1 <br />i <br />L <br />tn <br />tn <br />N � <br />F- 40 <br />U a <br />W 1 <br />F M <br />_ 0 <br />X 4T <br />U w <br />¢ V <br />a .e.. <br />W N <br />d G <br />a N <br />N CO <br />z <br />z <br />a a <br />J <br />N <br />¢ <br />0 <br />W <br />M Z <br />N <br />• Q <br />N l�Ll� <br />¢ <br />W UT <br />z <br />LU <br />J � <br />CL <br />• C <br />rA W <br />W 0 <br />z N <br />Z a�'p <br />W of <br />W <br />Q <br />2 <br />I <br />Wc <br />I— L <br />z` <br />J <br />w } aawn, <br />W ccFa; <br />Nw W <br />m3 � <br />(no UQ Q <br />a Z <br />OLIQ W <br />W <br />w <br />cz <br />Z <br />m <br />K <br />., <br />} <br />SHEET NO <br />12 <br />Of SHEET! <br />Jos NO. N0792.10 <br />