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Conform ® EP <br />EP_ A EP <br />--- -- ----- <br />*81 R **g, <br />R <br />Conform A Conform <br />12' min <br />Exist width <br />Variable depth HMA over <br />exist paved driveway <br />DRIVEWAYS (TYPE E) <br />f <br />Const. EP <br />Driveway E <br />✓-HMA Overlay *8' o <br />,� Exist <br />Var (lOq maX� Surface <br />�J <br />r ---� 0.04' <br />Exist Roadway Var depth HMA over <br />exist surface <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY <br />DATE I PROJECT ENGINEER I DATE <br />t h r -n <br />12' min <br />Exist width <br />0.30' HMA over shaped and <br />compacted native material <br />NOTE: Portion of exist driveway must be removed from <br />the point nearest to the edge of pavement to the given <br />lengths into the driveway. <br />Concrete must be saw cut to provide a neat joint at the <br />conform line. <br />I L' LL <br />Exist <br />Roadway <br />0.50' Asphalt Concrete <br />Exist <br />Surface <br />PAVEMENTREPAIR DETAIL <br />NOTE: Width (4' minimum). Approximate dimensions used <br />for estimating purposes are available upon request. <br />Dimensions and locations are subject to change at the <br />Engineer's discretion. <br />YAree (3) #-,odtle <br />TWO (2) P14*4 e <br />F <br />Const. EP <br />Driveway <br />I-- ✓✓L HMA Overlay - - **8' E <br />far o Exist <br />Var (10%, amax� o Surface <br />r --Ir— — <br />Exist Roadway -Remove & Dispose of Excavated Material <br />NO SCALE <br />CHECKED <br />dZ CWMawon ( C26/79 I �i✓� I S�Z ��ly I /• 5 SD �.) <br />0.30' HMA over shaped and <br />compacted native material <br />Concrete Driveways <br />**Sta 18+14 14' (Lt) <br />CONSTRUCTION DETAILS <br />DATE <br />tlzo tr <br />S pled hvrp oti 5�q -?v +- 00 <br />speed tiV1.10 a Sfa 21 4-0 <br />RECORD o wrvc <br />Corrections 6y � v►^t, <br />No Chang s By <br />Gate <br />Any Person Using This Drawing Should Verify <br />All information By Inspecting The Ske Of Work <br />FOPPIANO LANE RESURFACINGI Sheet No. <br />(100' E/0 N 99 FRONTAGE RD (E) TO CCTC RR) 7 of 8 <br />SECTION <br />* Sto <br />A—A <br />18+58 <br />6' <br />(Lt) <br />Sto <br />22+26 <br />4' <br />(Lt) <br />Sta <br />22+74 <br />5' <br />(Lt) <br />Sta <br />29+18 <br />7' <br />(Lt) <br />D <br />Sta <br />41+38 <br />to <br />Sta 41 +90 5.5' (Lt) <br />M <br />Sta <br />42+19 <br />4' <br />(Lt) <br />Sta <br />44+72 <br />to <br />Sta 46+23 4' (Lt) <br />Sta <br />52+98 <br />9' <br />(Lt) <br />z <br />0 <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY <br />DATE I PROJECT ENGINEER I DATE <br />t h r -n <br />12' min <br />Exist width <br />0.30' HMA over shaped and <br />compacted native material <br />NOTE: Portion of exist driveway must be removed from <br />the point nearest to the edge of pavement to the given <br />lengths into the driveway. <br />Concrete must be saw cut to provide a neat joint at the <br />conform line. <br />I L' LL <br />Exist <br />Roadway <br />0.50' Asphalt Concrete <br />Exist <br />Surface <br />PAVEMENTREPAIR DETAIL <br />NOTE: Width (4' minimum). Approximate dimensions used <br />for estimating purposes are available upon request. <br />Dimensions and locations are subject to change at the <br />Engineer's discretion. <br />YAree (3) #-,odtle <br />TWO (2) P14*4 e <br />F <br />Const. EP <br />Driveway <br />I-- ✓✓L HMA Overlay - - **8' E <br />far o Exist <br />Var (10%, amax� o Surface <br />r --Ir— — <br />Exist Roadway -Remove & Dispose of Excavated Material <br />NO SCALE <br />CHECKED <br />dZ CWMawon ( C26/79 I �i✓� I S�Z ��ly I /• 5 SD �.) <br />0.30' HMA over shaped and <br />compacted native material <br />Concrete Driveways <br />**Sta 18+14 14' (Lt) <br />CONSTRUCTION DETAILS <br />DATE <br />tlzo tr <br />S pled hvrp oti 5�q -?v +- 00 <br />speed tiV1.10 a Sfa 21 4-0 <br />RECORD o wrvc <br />Corrections 6y � v►^t, <br />No Chang s By <br />Gate <br />Any Person Using This Drawing Should Verify <br />All information By Inspecting The Ske Of Work <br />FOPPIANO LANE RESURFACINGI Sheet No. <br />(100' E/0 N 99 FRONTAGE RD (E) TO CCTC RR) 7 of 8 <br />