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1NDEX OF SHEETS <br />SHEET NO.I TITt.,E SHEET <br />� 2 PLAN AND PROFILE <br />e1 3 GENERAL PLAN <br />e� 4 ABUTMENT a DENT DETAILS <br />�5- a 6 SLAB REINFORCEMENT DETAILS <br />r� 7 METAL TUBE BRIDGE RAILING TYPE 115 <br />8-- LOG OF TEST BORINGS <br />CROSS SECTIONS ARE <br />AVAILABLE UPON REQUEST <br />A-IOA <br />A 73 <br />A 79-B <br />A-IOB <br />A 74-A <br />B 2-3 <br />A 20-A <br />A77C-I <br />E <br />B 13-2 <br />-A 20-B <br />A 77C-2 <br />F 20 <br />A 62-A <br />A77-E <br />A 62-C <br />A79-A <br />DESIGN DESIGNATION <br />A D T (1987) 268 <br />A D T (2005) 355 <br />T 1 = 5 <br />D H V (2005) = 55 <br />% TRUCKS = 3 <br />V (MP14) = 55 <br />The Conti -actor shall porsess a <br />Class A contractor's license at the <br />time 'this contract is awarded. <br />A — <br />cc �. <br />.' `TY - <br />! <br />tI <br />WFIELD <br />' I(ETTLEMAN <br />% <br />i <br />4 3 <br />a <br />HARNEY <br />LANE <br />4A1 HT <br />PROJE <br />�,,,,i 1 iy S <br />I U.'-ft �Mr USN <br />9i , � <br />t <br />SA GENT � <br />E z t t0 <br />SMITH <br />--- ' <br />Cj_ K .E T AN <br />f <br />IT 14 13 !® ti is 15 141, <br />T3N E <br />(4ARNEY LANE <br />2� !9 20 21 22 ro <br />2 ♦�1� .- <br />1 Od C <br />r A m - LCCAi/ N <br />OINY 1 <br />S Z 2� 25 3 1tr 23 <br />A d J <br />F �A LE R..... �. ---_- - -'- -- - --- <br />. n <br />h <br />31 3 2 33 33 36 31 ��rsP 34 <br />r <br />I <br />BELLOrTA <br />C. ,J <br />0 <br />z <br />i® rr �tt 14 <br />T2?( 9E F1.10101? <br />COUNTY OF SAN JOA UIN <br />S� ' tsd ._.... 1989 <br />HE Y M. HIRATA R.CaE. 21258 <br />Director of Public Waks <br />FESSfQ�,� <br />M. 1LW <br />Fs <br />elm <br />No. 21258 <br />UP. 9L30-89 <br />ABBREVIATIONS® <br />A.S. <br />= <br />Aggregate Bass <br />A.C. <br />= <br />Asphalt Concrete <br />A.C.P. <br />= <br />Asbestos Cement Pipe <br />A.S. <br />= <br />A ate <br />Bit. Cd. <br />_Bituminous <br />Coated <br />i <br />= <br />Center Line <br />C.P. <br />= <br />Concrete Pips <br />CAP <br />=Corru"ted <br />Steel Plpe <br />CW.A. <br />=Corrugated <br />Steel Pipe Arch <br />D.i. <br />= <br />Inlet <br />• <br />_Driveway <br />E.P. <br />= <br />Edge of Pavement <br />N.MC.P _Non <br />-Reinforced Concrete Pipe <br />= <br />Flow LIn* <br />L F. <br />z <br />Linear Feet <br />IAK <br />a <br />Manhole <br />O.S. <br />_ <br />originoll Ground <br />P C.C. <br />= <br />Portland Cement Concrete <br />Pon. Tr. <br />= <br />Penetration Treatment <br />$ <br />Property Line <br />P. <br />_PkMt <br />MixedSurfacing <br />` R.C.P. <br />= <br />Rainftirced Cvncimta Pipe <br />R&D <br />Remove and Dispose <br />R &.3 <br />= <br />Remove and Salvage <br />R/l <br />Right of Wey <br />S-Dr. <br />_"'Drain <br />- <br />S.P. <br />_ <br />Sta rd - Plans <br />X-Dr. <br />Cross Drain <br />Alt. <br />= <br />Altanudiva <br />C.I D.#A, <br />F <br />Cast-ln-Drilled Hole <br />R-E_a D W-1'G <br />'iin �' �'fded YtFiy - <br />f <br />- <br />f ect'r q The rte0 &A. <br />_ <br />-SHEET _-TOTAL <br />1 �:� L.I.�Y ROAD N O. SHEETS <br />-PROJECT <br />_ <br />SR I DCE NO. 1999 1 S <br />STATE: BRIDGE NO. 29C- 275 � <br />