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Elevation of frame shall <br />match finished grade of <br />pavement +/— Ys" <br />Grade <br />Ring 12„ <br />2" Thick Asphalt Concrete <br />( Y2" max aggregate size ) <br />Line cut or <br />fsaw cut <br />T Existing <br />Roadway <br />`-Class 3 Concrete collar <br />(placed around frame) <br />14" <br />Min <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 />Mil EExistin <br />ee o e e ow� Surfac <br />0.30' Asphalt Concrete <br />Note: <br />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 discretic <br />Standard Frame and12" <br />Cover Assem Dia or Sq <br />(Refer to SJCo Std <br />Dwg CW—M,1) rAC Overlay <br />Undisturbed Exist Survey Monument <br />basement soil % < to remain in place <br />and undisturbed <br />SURVEY MONUMENT DETAIL <br />v tr A EP <br />Variable depth Asphalt Concrete <br />4' over existing paved R <br />driveways and frontages. <br />0.04' <br />over exist Y E� 2 gxistin Width <br />s <br />surface in <br />TYPE E <br />NOTE: Paved frontages to be paid for as Type E driveway. <br />0.30' Asphalt Concrete over / <br />shaped &compacted native. 1:1 <br />TYPE D <br />TYPICAL DRIVEWAY DETAILS <br />COUNTY OF SAN 70AQUIN <br />PAVEMENT REPAIR DRIVEWAY TYPE D' <br />Location Quantity Location Quantity <br />33 Locations 958 SQYD 10 Locations Throughout 179 SQYDi' <br />Pavement <br />AIN C: HOLE <br />Location <br />24 <br />Ton <br />Quantity <br />Sta <br />38+37 <br />q (SDMH) <br />1 <br />EA <br />Sta <br />45+61 <br />q (SDMH) <br />1 <br />EA <br />Sta <br />52+63 <br />q (SDMH) <br />1 <br />EA <br />Sta <br />38+26 <br />14' Right <br />(SSMH) <br />1 <br />EA <br />Sta <br />47+20 <br />14' Right <br />(SSMH) <br />1 <br />EA <br />Sta <br />56+15 <br />14' Right <br />(SSMH) <br />1 <br />EA <br />Total' <br />6 <br />EA <br />DRIVEWAY (TYPE E <br />Location Quantity <br />12 Locations Throu bout 275 SQYD" <br />PENETRATION TREATMENT <br />Location Quantity <br />® Harne Lane Intersection 83 SQYD <br />ng z,zie ion <br />184 <br />Repair <br />Intersections <br />Driveways <br />on <br />24 <br />Ton <br />53 <br />Ton <br />Total 2,536 <br />Ton <br />EP Driveyaay c> MISCEL ANOUS� AREAS <br />4 Location Quantity PAVEMENT REINFORCING FABRIC <br />04' Location Quantit <br />(Ion max) i ' Sto 23+90 to Sta 32+00 9 STA y <br />" 1 Sta 10+37 to Sta 63+04 12,875 SQYD <br />Var depth <br />Existing AC over <br />Roadway exist surf <br />SECTION A—A <br />N <br />Roadway <br />SECTIOB—B <br />NO SCALE <br />DRAWN BY DATE PROJECT ENGINEER DATE CHEC <br />on Quantity � Sta 12+75 rE 1 EA <br />s Locations Throughout 14 TQt Sta 14+15 � 1 EA <br />Stq 1s+90, 1 EA <br />Sta 17 F30 I; EA <br />Sto 23+47 1 EA <br />SHOULDER BACKING r. Std 26+25 T 4„ 1 EA <br />on Quaritity Sta 28+32 j 1 EA <br />0+12 <br />Sta 31+12 a EA <br />to Sta 63+29 283 7ON i <br />BECKMAN ROAD RESURFACING sheet Na. <br />4 of 4 <br />