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10'! t l0' <br />3' �{ r-3' <br />n <br />`` 10. <br />N 4¢ 166.4; 50' R <br />42'R 55.6 <br />cr <br />v <br />1' 1 <br />0 <br />to <br />5'I +, °'I 152 <br />CID 510 1 — - - v <br />OD <br />co <br />ko <br />2L 1p 71 <br />—5 <br />51 t 85.8 = <br />pl w 14 At 00 <br />a <br />1 <br />I � <br />43.4 <br />11' 4 1' R <br />�31 2 <br />50R � i (1 it N <br />8.41 J_ <br />N 0'1 SIDE ROAD LT. 9 RT. STA. 50+85.8 <br />+G62 A LINE HANNERVILLE ROAD <br />GARAGE __- <br />e <br />SCALE 1" = 20' <br />' — 29 BIT. SURFACE <br />3 -t3 <br />1 <br />DRY RUBBLE MASONRY RETAINING WALL <br />SECTION A—A <br />TOP OF BACKSLOPE <br />PLAN VIEW <br />DETAIL FOR RIPRAP BREAKER WALL <br />45+00 <br />HEAVY RIPRAP BREAKWATER WALL <br />S1107(31 2.1u 39 <br />10.0, <br />S D a" SALVAGEDTCPSOIL <br />DETAIL OF SOD DRAIN <br />SECTION A- A <br />DETAILS <br />FOR <br />PROJECT S 1107(3 ) <br />STOUGHTON TO EDGERTON RC O <br />C. T. H. ° N" <br />