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1.1 <br />L* <br />m <br />Z <br />0 <br />Elevation of frame shall <br />match finished grade of <br />pavement +/— X" <br />Grade <br />Ring 12" <br />2" Thick Asphalt Concrete <br />( 1�" max aggregate size ) <br />Line cut or <br />saw cut <br />I � &�90- <br />Existing <br />Roadway <br />Min kiiting <br />ee o e below u ac <br />T0.30' Asphalt Concrete <br />Note PAVEMENT REPAIR DETAIL <br />Width (4' minimum). Approximate dimensions <br />used for estimating purposes are available <br />upon request. Dimensions and locations are <br />subject to change at the Engineer's discretion <br />Class 3 Concrete collar Standard Frame and <br />• (placed around frame) Cover Assem Ny <br />14" (Refer to SJCo Std <br />_ Min Dwg CW -M,1) <br />ADJUSTING FACILITIES <br />TO GRADE DETAIL <br />See Summary of Quantities for locations <br />STORM DRAIN MAINTENANCE HOLES <br />SANITARY SEWER MAINTENANCE HOLES <br />-Conform <br />P <br />A <br />Variable depth Asphalt Concrete <br />4' over existing pavednrm <br />f`nnfdriveways and frontages. <br />A 0.04' L► A <br />over exist Existin Width <br />surface in <br />TYPE E <br />NOTE: Paved frontages to be <br />R <br />I <br />12" <br />Dia or Sq <br />1 6" <br />xis ingF <br />PCC <br />Overlay <br />Undisturbed Exist Survey Monument <br />basement soil Uto remain in place <br />and undisturbed <br />SURVEY MONUMENT DETAIL <br />V- n <br />Const EP Driveyvay � <br />C Overlay---}�4 0 <br />Val 4 toz max X0.04 <br />Var depth <br />Existing AC over Exis <br />Roadway exist surfocgurface <br />SECTION A -A <br />paid for as Type E driveway. <br />- V. - <br />B EP <br />Confor 0.30' As halt Concrete over 4' <br />® EP 1: shaped do compacted native. 1:1 11 <br />B on orm <br />Existin Width <br />m <br />TYPE D <br />TYPICAL DRIVEWAY DETAILS <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY I DATE I PROJECT ENGINEER I DATE <br />=.. 4.0� 7/l/Cs 17=. CoeAA- 7/3/12. <br />0 <br />EP Drive)vay 5 <br />AC Overlay�4 0 <br />\\ VS �r ftOz max) 3 <br />Existing) 0.30' AC <br />Roadway <br />PAVEMENT REPAIR DRIVEWAY TYPE D <br />Location Quantity Location Quantity <br />33 Locations 958 SQYD 10 Locations Throughout 179 SQYD <br />Location Quantity <br />Sta 10+12 to Sta 10+37 194 SQYD <br />Sta 63+04 to Sta 63+29 94 SQYD <br />Location <br />TYPE <br />Quantit6�A <br />Sta <br />38+37 <br />� (SDMH) <br />1 <br />Sta <br />45+61 <br />� (SDMH) <br />1 EA <br />Sta <br />52+63 <br />� (SDMH) <br />1 EA <br />Sta <br />38+26 <br />14' Right (SSMH) <br />1 EA <br />Sta <br />47+20 <br />14' Right (SSMH) <br />1 EA <br />Sta <br />56+15 <br />14' Right ( <br />