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'D <br />�0 <br />�Z <br />(D <br />iLD <br />Z, <br />LO � <br />M o D <br />o � o <br />(D N_ <br />(D M <br />(D I Z <br />N N D <br />N <br />N N m <br />N p <br />N <br />EP <br />Conform 9 E.P. <br />--- Uontorm <br />Existing Width <br />12' Min. <br />0.30' Asphalt Concrete over <br />shaped and compacted native <br />TYPE D <br />i <br />-- Conform @ E.P. <br />Variable depth Asphalt Concrete <br />over existing paved driveway. <br />TYPE E <br />R = Conform to existing radii <br />TYPICAL DRIVEWAYS <br />See Note Below <br />I� <br />r__ -L ng <br />ce <br />, "r .,�. - -to <br />Note: <br />Width, length and locations to be <br />determined by the Engineer. <br />PAVEMENT REPAIR DETAIL <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY DAFE PROJECT ENGINEER DA1E CKED <br />8 <br />o&111d isaana 619 9 �'� 611s/y% �HE -_ <br />NO SCALE <br />DATE <br />CONSTRUCTION DETAILS <br />SUBMITTED <br />DATE Af'P <br />- Exist. 133 L.F. MBGR to be <br />adjusted and reconnected. <br />e <br />Exist. A.C. Ramp- Existing Bridge <br />to remain. <br />Extend exist. A.C. ramp to 11.5' back <br />from walk. (A.C. Misc. Areas.) <br />DETAIL 1 <br />Bear Creek, SW Corner <br />Sta. 367+00± <br />ni--__ nc i r ung <br />Existing Bridge <br />-IC— --� <br />4 Ft. A.C. Ramp. <br />(A.C. Misc. Areas.) <br />DETAIL 2 <br />Pixley Creek <br />Sta. 431 +10f <br />Fh = Refer to S.P. A77A for MBGR height requirements. <br />= A.C. Misc. Areas (A.C. Ramp) <br />CONNECTION RAMP DETAILS <br />N. 99 FRONTAGE ROAD (W) RESURFACING Sheet No. <br />(Eight Mile Rd. to Armstrong Rd.) 8 Of g <br />,RECOMMENDED - _2ATE - <br />EP <br />i <br />-- Conform @ E.P. <br />Variable depth Asphalt Concrete <br />over existing paved driveway. <br />TYPE E <br />R = Conform to existing radii <br />TYPICAL DRIVEWAYS <br />See Note Below <br />I� <br />r__ -L ng <br />ce <br />, "r .,�. - -to <br />Note: <br />Width, length and locations to be <br />determined by the Engineer. <br />PAVEMENT REPAIR DETAIL <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY DAFE PROJECT ENGINEER DA1E CKED <br />8 <br />o&111d isaana 619 9 �'� 611s/y% �HE -_ <br />NO SCALE <br />DATE <br />CONSTRUCTION DETAILS <br />SUBMITTED <br />DATE Af'P <br />- Exist. 133 L.F. MBGR to be <br />adjusted and reconnected. <br />e <br />Exist. A.C. Ramp- Existing Bridge <br />to remain. <br />Extend exist. A.C. ramp to 11.5' back <br />from walk. (A.C. Misc. Areas.) <br />DETAIL 1 <br />Bear Creek, SW Corner <br />Sta. 367+00± <br />ni--__ nc i r ung <br />Existing Bridge <br />-IC— --� <br />4 Ft. A.C. Ramp. <br />(A.C. Misc. Areas.) <br />DETAIL 2 <br />Pixley Creek <br />Sta. 431 +10f <br />Fh = Refer to S.P. A77A for MBGR height requirements. <br />= A.C. Misc. Areas (A.C. Ramp) <br />CONNECTION RAMP DETAILS <br />N. 99 FRONTAGE ROAD (W) RESURFACING Sheet No. <br />(Eight Mile Rd. to Armstrong Rd.) 8 Of g <br />,RECOMMENDED - _2ATE - <br />