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rt Const. Ct. Const. <br /> �OFES$/pl, <br /> Limits of Clearing and Grubbing k-l—Limits of Clearing and Grubbing A R, D. Mq"1'F <br /> I 10' in Areas of y � 'Pty? <br /> Embankment <br /> I---��12' q't may' Repair. � No. 38465 M <br /> I 1 # Ex,. 3-31-09 # <br /> Ploce New <br /> A.C. Dike "rT CMI P� <br /> Val Conform IL Var Var Conform f q,. CN-�FO <br /> V�� Existing I —� Existing <br /> Ground Groun <br /> � �u – – Peter D. Martin <br /> Existin Registered Civil Engineer 38465 <br /> Existing Roadway Variable Depth I Roadway R & D Exist. Variable Depth <br /> Shoulder Backing y A.C. Dike Shoulder Backing <br /> SHOULDER DETAIL 1 SHOULDER DETAIL 2 <br /> rt Const. <br /> I <br /> SHOULDER SCHEDULE <br /> Limits of Clearing and Grubbing, and Mailbox Relocation <br /> � <br /> LEFT RIGHT See 16' 1 16' <br /> See <br /> Station to Station Detail Station to Station Detail Shoulder 24 Pavement Reinforcin Fabric Shoulder <br /> Details Details <br /> 190+00 to 212+95 1 190+00 to 212+90 1 this <br /> a s 212+95 to 219+90 2- 212+90 to 221 +05 2this <br /> Sheet i *0.20' Asphalt Sheet <br /> s o 220+10 to 262+35 1 221 +05 to 262+35 1 I Concrete Overlay <br /> 262+35 to 288+35 2 262+35 to 294+70 2 - Var. ' Var. <br /> 288+35 to 389+60 1 294+70 to 355+90 1 77 <br /> s 355+90 to 364+00 2 <br /> 364+00 to 389+60 1 Existing Roadway TYPICALSECTION *0.25'–Sta. 219+57 to Sta. 269+30 <br /> Sta. 190+00 to Sta. 386+60 <br /> Variable depth Asphalt Concrete Variable depth Asphalt Concrete <br /> over existing paved driveway onform O E.P. Conform O E . over existing paved driveway <br /> EP – EP <br /> , 71 <br /> 1n DRIVEWAYS �L R R - - <br /> � 0 1 <br /> 3E Conform TYPED TYPE E I `Conform <br /> w A Existing Width I R = Conform to <br /> v` '—' 12 Min. existing radii <br /> L� m <br /> �l z <br /> COUNTY OF SAN JOAQUIN NO SCALE CONSTRUCTION DETAILS TRACY BOULEVARD RESURFACING Sheet No. <br /> DRAWN <br /> BY DATE PROJECT ENGI ER DATE CHECKED DAT <br /> APTYPICALDMSECDTIONSTE (Plattl Road to Howard Road) 3 of 11 <br />