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CD <br />3 <br />N <br />O <br />i <br />m <br />X <br />U) <br />M <br />M <br />z <br />0 <br />See Typical <br />Shoulder <br />Details <br />(This Sheet) <br />Chip Seal <br />(Triple chip) <br />See Typical <br />Shoulder <br />Details <br />(This Sheet) <br />Chip Seal <br />(Triple chip) <br />12'± <br />q <br />Const. <br />Limits of Clearing and Grubbing <br />2% <br />------ ------- <br />Existing Roadway <br />12'f <br />12' f <br />2% <br />L-0.17' AB i <br />-----------------------------------I <br />TYPICAL SECTION <br />(Eight Mile Road) <br />Bishop Cut to Honker Cut Bridge <br />q - <br />Const. <br />I <br />Limits of Clearing and Grubbing <br />2% <br />----- <br />Existing Roadway <br />12' f <br />2% <br />L-0.5' AB <br />--------------------------------J <br />TYPICAL SECTION <br />(Eight Mile Road) <br />Honker Cut Bridge to Empire Tract Road <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY DATE PROJECT ENGINEER <br />G. Xiong 02/02/2012 <br />NO SCALE <br />DATE <br />f'al 2 <br />See Typical <br />Shoulder <br />Details <br />(This Sheet) <br />0.33' Existing <br />Roadway Mill—In—Place, <br />Shape, and Compact <br />Const. <br />Limits of Clearing and Grubbing <br />E <br />dor <br />�- ------ L Var. Depth <br />Shoulder Backing <br />Existing Roadway <br />TYPICAL SHOULDER <br />ASPHALT CONCRETE DIKE DETAIL, <br />SEE STD. PLAN A78B TYPE A <br />1❑ Remove and <br />Replace Existing <br />AC Dike At Locations <br />Shown On Sheet 3 <br />Of The Plans <br />OG <br />TYPICAL SECTION AND <br />GENERAL NOTES <br />CHECKED <br />EIGHT MILE ROAD RESTORATION PROJECT <br />(EMPIRE TRACT ROAD TO BISHOP CUT) <br />DATE <br />Z Z/I Z <br />Sheet No. <br />2 of 5 <br />GENERAL NOTES: <br />1. <br />All earthwork (including final shoulder backing) shall be <br />completed prior to placing Initial lift of the Triple Chip Seal. <br />No Shoulder Backing shall be deposited or drifted on the during <br />any lift of the Triple Chip Seal. <br />See Typical <br />Shoulder <br />2. <br />All existing trees, shrubs, fences and other frontage improvements <br />Details <br />are to remain in place unless otherwise noted. <br />(This Sheet) <br />3. <br />Existing drainage facilities shall remain in place unless otherwise <br />noted. The Contractor shall conduct earthwork operations so as <br />not to modify or obstruct the existing drainage. <br />4. <br />Base failures in Chip Seal area will be stablized with crushed rock <br />at Force Account. <br />5. <br />The Contractor shall be responsible for adequately scheduling <br />inspection and testing of all facilities constructed under this contract. <br />All testing shall conform to the Standard Specifications. All re—testing <br />shall be paid by the Contractor. <br />0.17' Existing <br />6. <br />Existing roadway surface to be milled into pieces not larger than 0.125 <br />Roadway Mill—In—Place, <br />foot in greatest dimension and then rolled/compacted in place. <br />Shape, and Compact <br />TYPICAL SECTION AND <br />GENERAL NOTES <br />CHECKED <br />EIGHT MILE ROAD RESTORATION PROJECT <br />(EMPIRE TRACT ROAD TO BISHOP CUT) <br />DATE <br />Z Z/I Z <br />Sheet No. <br />2 of 5 <br />