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W <br />Z <br />r <br />m <br />U <br />z <br />0 <br />A <br />Conform at EP <br />— Conform <br />Existing Width <br />12' Min <br />TYPE D <br />B <br />Conform at EP <br />0.30HMA over shaped <br />and compacted native <br />7�r <br />I <br />1 f <br />Const <br />EP 6'-10'* <br />0 <br />0 <br />Match <br />Existing10%ar o <br />( Max) <br />�a <br />—J <br />—0,30' HMA <br />Existing Roadway <br />Existing <br />SECTION A—A Surface <br />Variable depth HMA over <br />existing paved driveway <br />rn <br />I� <br />r <br />L <br />N <br />x <br />Con <br />L Conform <br />Existing Width <br />12' Min <br />TYPE E <br />R = Conform to existing radii <br />Existing <br />Surface <br />4' Min <br />0.30' HMA* <br />DETAIL 1: 24 locations <br />*0.50' at 7 locations <br />Existing <br />rRoadway <br />0.55' <br />0.30' HMA <br />4' Min <br />Note Below <br />Existing surface <br />to be planed <br />0' =0.25' <br />DETAIL 2: 3 locations <br />• Sta <br />11+47 — 12+03 Lt <br />• Sta 12+29 — 12+79 Lt <br />• Sta 100+74 — 100+97 Lt <br />PAVEMENT REPAIR DETAILS <br />Note: Approximate dimensions and locations used for estimating <br />purposes are available upon request. Dimensions and locations <br />are subject to change at Engineer's discretion. <br />iECORD D■ AWINt <br />0 <br />0 <br />Match 0 0.04' <br />xisting (10gaMax) <br />Depth HMA J <br />Existing Roadway <br />Existing <br />SECTION B—B Surface <br />TYPICAL DRIVEWAY DETAILS <br />*Driveway List is available upon request <br />COUNTY OF SAN JOAQUIN NOT TO SCALE CONSTRUCTION DETAILS <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE <br />ANDREW DALRYMPLE G3/i7 N�b�lG ��q 4(�/(� <br />C p a W <br />0 0 - Clean Existing 50'-18" <br />�` ~ Dia CSP Drainage <br />10' Facility and Headwall <br />5' t 3' 2' <br />L=UziCSP Coupler per <br />D97C and D97E <br />0.25' Shoulder Backing <br />23 <br />22 Compacted Fill Material <br />21 (Erosion Resistance) <br />19 .............. ... ............�.........�...............,.. <br />18 .... <br />1730 25 20 15 <br />Existing Ditch---/ <br />Set Pipe in Line With Existing <br />Ditch at Elevation 0,25' Below <br />Existing Ditch Flowline <br />2 � � —0..25' HMA Overlay <br />8q 23 <br />.I I ��IIIL ..LII..I_�-121 <br />'�=( Existing Roadway -H l-- <br />111-LLf=( LIQ1'11-1 20 <br />"Existing 18" Dia CSP 19 <br />----- <br />------18 <br />10 5 0 7 <br />Remove and Replace 8' <br />of 18" Dia CSP. <br />PIPE REPLACEMENT DETAIL <br />GRANT LINE ROAD RESURFACING <br />(Tracy City Limits to Eleventh Street) <br />Sheet No. <br />7 of 8 <br />