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F <br />0.30' Asphalt Concrete over Const <br />Conform ® E� shaped and compacted native <br />111 <br />— New EP I- ^ <br />AC <br />1 1 -iii-------i-i-i-,-, <br />Conform <br />_ Existing Width <br />12' Min <br />TYPE D <br />Existing <br />Surface1 <br />4' Min <br />See Note Below <br />Existing <br />Roadway <br />Vo z Var L 0.50' Asphalt Concrete <br />(109, Max) o Existing <br />--® �' fSurfacePAVEMENT REPAIR DETAIL <br />Note: Width (4' minimum). Dimensions and locations <br />— - J will be Determined by the Engineer. <br />Existing .30' Asphalt ID Cover <br />Roadway Concrete <br />Const <br />AC <br />Variable depth Asphalt Concrete <br />Conform ® EP— over existing paved driveway/frontage <br />---- <br />New EP <br />R R *a° <br />�I Conform R m Conform to <br />Existina Width existing radii <br />TYPE E <br />TYPICAL DRIVEWAY DETAILS <br />2' 8' AC Frontage : Sto 56+45 to Stu 58+50 (Lt) <br />5' : Sta 101+05 (Lt), Sto 102+00 (Lt) <br />& Sta 102+90 (Lt) <br />10' : Sta 203+00 (Lt) <br />12' : Sta 28+85 (Rt), Sto 31+28 (Rt), <br />Sto 39+10 (Rt), Stu 172+49 (Lt) <br />& Sto 175+60 (Lt) <br />COUN'I� 0�' SAN JOAQUIN N® SCALE <br />DRAWN BY DATE PROJECT ENGINEER I DATE <br />Q71nC0111 cz!21 12113 R/AA /L 0 1 '�14ll <br />Survey Monument Frame and Cover <br />SECTION A—A See SJCO SLd Dw CW -M1 � Asphalt Concrete (2" Thick) <br />X12' ® Stu 71+90 (Lt) Elevation shall math finished Mon (3/8" max aggregate size) <br />Grade of Pavement 1/8" + AC Overlay <br />I <br />✓erlay **8' °a Aj -Line or <br />Class 3 PCC Collar n Saw Cut <br />w placed around ii <br />monument frame -- „ COD PVC Pip <br />3 \, b \�%3S�\\, <br />m `� <br />Var_ z (10q°Max) o Existing <br />Surface Undisturbed i Existing Survey Monument <br />basement soil to remain in place and <br />undisturbed <br />Variable Depth SURVEY MONUMENT DETAIL <br />-Existing Asphalt Concrete <br />Roadway <br />SECTION B—B 0.25' AC _ <br />AC (Misc Areas) existing Surface <br />Const — 6°' 6" <br />Earthwork (Misc Areas) AC Overlay. <br />anowaer esacxing <br />EARTH SWALE <br />(No Safety Edge) <br />Sta 102+25 to Sto 103+75 (Lt) <br />C®NSTRUCTION DETAILS <br />DATE <br />�DF�Hv. <br />SMELT®N R®AD RESURFACING <br />(Escolon�Bellota Road to Waverly Road) <br />Cement Backfill <br />Sheet No. <br />8of9 <br />