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I <br /> 82329 <br /> A Const. <br /> Limits of Clearing , Grubbing qnd <br /> DES/GN DES/GNAT/ON <br /> Earthwork (Miscellaneous Areas) <br /> See sheet e 3 for /2, See sheet C 3 for (l0 year - /993) <br /> 12 <br /> Shoulder Details Shoulder Details ADT = 3,600 T= /4 °i <br /> D//V 396 V- Sr MPH <br /> '0 :$-S% <br /> I <br /> •Nott. •Y�ar. <br /> '�O. .P6'As ha/t Concrete <br /> • Where supere/evatiav7s exist on Ex�atin Roadway <br /> P <br /> hoizontal curves the new 9 Y <br /> svrface slope and drainage *O./O �A. C. Sta. /,1l9 - St4. 8,,20 <br /> shall conform with existing, *O.10'A.C. Stet. f2,,07- Sta. T8+/0 <br /> 4*0.40'A.C. Sta. T8+/O -Sta. 91',100 <br /> TYP/CAL SECTION <br /> North fork Molrelamne Rive., to 0/ossom Road <br /> Sta. 1+19 to Sta.. /77,100 <br /> G,EIVERAL NOTES <br /> /. ertbwo.,k - All earthwork except for fi,�oi grading 4 . Embankment - Where sliver fills are to be constructed, <br /> of shoulders shall be completed prior to placing the new embankment sholl be benched and <br /> T Fina/ lift of Asphalt Concrete Surfacing. keyed into existing embankment, <br /> F: <br /> M <br /> a 2. Sta. 1-84-/0 to Sta. 9S+00 - The asphalt concrete <br /> M shall be placed in 3 lifts of approx. uniform thle*,jess. <br /> 3. Imported Borrow - The materia/ Sha// be a clay <br /> o type materia/ selected for its ability M resist <br /> erosion. R- Value and Sand Egvivalent r"tlireomats <br /> M shall be waived For this tnater�W. <br /> M <br /> o COUNTY OF SAN JOAQU I N NO SCALE TYPICAL SECT/ON WALNUT GROVE ROAD deet No. <br /> Sacramento Co. Line to Blossom Road — of — <br /> Drawn By Dare Project Engineer I Date I Checked By Approval Rec mmended B Date De ut Direct o Date <br /> /g4 �,s X. <br /> /By Q s� <br />