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OFESSI <br /> D Mq y <br /> Const. Limits of <br /> Clearing and <br /> Grubbing Varies No. 38465 <br /> * E 3-3465 <br /> tz' 2•-16' m. <br /> _ y 1-09 <br /> CMI 0�2P <br /> vac qr Opp\f <br /> 2'-12' E <br /> qj <br /> Existing 4z <br /> �ar <br /> Peter D. Lertia <br /> Roadway _ REGISTERED CIVIL ENGINEER 38485 <br /> Shoulder Backing <br /> a Depth Varies, Typ. <br /> u <br /> 20" Typ. to center of <br /> a next raised portion <br /> 20" <br /> __Raised Portion___ <br /> o DETAIL 13 a <br /> ao <br /> a �n Sta. 277+50 to Sta. 280+40 0.39" to 0.47' 0.24" <br /> aSta. 287+93 to sta. zss+so 0.14" to o.zo"ELEVATION 01" to o.os <br /> 0 <br /> s <br /> f <br /> 0 <br /> ShoulderSchedule <br /> sto. 277+00 to Sta. 280+40 - <br /> Sta. 287+93 to Sto. 296+90 <br /> a <br /> PLAN <br /> 0 <br /> RAISED AND INVERTED PROFILE THERMOPLASTIC STRIPE DETAIL <br /> ENote: Striping pattern shall match existing. <br /> A <br /> m <br /> z <br /> ` o <br /> COUNTY OF SAN JOAQUIN No SCALE Cn TYPICAL DETAILS AND CORRAL HOLLOW ROAD SAFETY IMPROVEMENTS Sheet No. <br /> GENERAL NOTES (2 miles w/o 1-580 for a distance of 1 mile) 2 of 9 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br />