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GENERAL NOTES Const. <br /> 1 . Rock roadbed materials in adjacent Limits of Clearing and Grubbing <br /> field left side of Manthey Road <br /> between Sta. 796+50 and Sta. 799+50 <br /> shall be excavated to native soil and Construction Easement <br /> used as embankment on Manthey Road. <br /> Rock roadbed shall be placed a Var. 3' 6' 4' 6' 15'-20' 8' 16' 16' 4' Var. C <br /> minimum of 2' below finished grade. <br /> is <br /> Existing graveled access road (Manthey <br /> Road) shall be excavated to 2' below <br /> finished � grade and material used as <br /> embankment. <br /> to <br /> Payment for this work shall be <br /> considered included in the contract Conformorm <br /> i r. �'� <br /> lump sum price paid for Earthwork Vi • '' ' Conf <br /> (Miscellaneous Areas—Manthey Road) 21 Level <br /> Z2, Large Asphalt Concrete pieces along '. Imported Borrow or <br /> 0.80' Shoulder <br /> Manthey Road shall be removed. 1 <br /> 1 <br /> Reclaimed Base <br /> BackingT <br /> P ) <br /> ( y Material. See 0.80' Asphalt Concrete _ <br /> 3. Damaged existing fences are to beGutter Grade General Note #1 <br /> repaired by others. <br /> 4. Area shown as construction <br /> easement shall be left in a neat, <br /> presentable condition and sloped <br /> to drain. TYPICAL SECTION <br /> MANTHEY ROAD <br /> Const. <br /> Const. <br /> Limits of Clearing and Grubbing Limits of Clearing and Grubbing <br /> — <br /> 6 1 <br /> 5 2 4 <br /> Var. 3❑ <br /> 12' �I 20' Var. 4' 4' 12' 16' 8' <br /> i <br /> / <br /> / <br /> / <br /> / Conform <br /> / 1 <br /> - - - - - -_ _ _ _ _ _ _ — <br /> _ -- — _ — _ —_ —_ - - - 1 Var. <br /> 8%L - - - _ — _ — _ _— _- - - - _- - - _- -- _ _— - - <br /> Conform - - - - - - - - - - - - - - - - - - - - - � Conform — — — — — — — - - - - - - - - - - - - <br /> 10 <br /> _u iii_ 1❑ Sta. 796+17± to Sta. 798+40± iii Ti <br /> 0.80' Shoulder Backing Sta. 798+40± to Sta. 799+10± 0.80' Shoulder Backing Variable Depth <br /> Existing Str. Section Existing Str. Section Shoulder Backing <br /> Imported Borrow - 3❑ 2' — Sta. 797+40± (Rt.) to Sta. 797+96± (Rt.) Imported Borrow <br /> 0.80' A.C. 0.80' A.C. <br /> ® Sta. 795+00± to Sta. 798+10± <br /> TYPICAL SECTION TYPICAL SECTION <br /> F51 Sta. 0+32± to Sta. 1 +87± <br /> STEWART ROAD © Sta. 1 +87± to Sta. 2+75± MOSSDALE ROAD <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL COMMENDED DATE SHEEET TOTAL <br /> Jeff Ross 3/97 MANTHEY ROAD AND MOSSDALE ROAD FLOOD DAMAGE REPAIR N0. SHEETS <br /> COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTION <br /> �• 9 3/97 3fZ"9' �� ��� 3i¢/, 4�7 �7 (.06 Mile Southwest of San Joaquin River) 2 4 <br /> FILE NAME DRAWER SHEET N0. ACAD I REVISIONSDATE <br /> 015221 <br /> e:\jeff\projects\manthey\typsec2 <br />