Laserfiche WebLink
-- Conform - Conform Conform <br />i@ EP AEP @ EP g EP @ EP �► B EP <br />Q.30' HMA over shapeZd Variable depth HMA over 0.25' HMA over planed <br />1:1 & compacted native8 * R existing paved driveway R 8 driveway surface 2 <br />A B <br />— Conform Conform B <br />Existing Width Existing Width <br />- 12' Min - 12' Min -" Conform <br />,- -- --- — __ _ <br />DRIVEWAY (TYPE D,) DRIVEWAY (TYPE E) DRIVEWAY (TYPE ES) <br />Const <br />ConstConst EP <br />EP EP <br />---, HMA - 2' <br />HMA Overlay 8'* -- HMA Overlay -- 8'p i Driveway Conform <br />i Driveway Conform Driveway <br />Conform <br />F Existing <br />Match I Match �10% Var_ _-� <br />Surface <br />-Exist Sloe 00% or Max) F- Existing Exist Slope VarM°x) - 0.04' <br />Slope <br />i ----� 'I/� � Surface � <br />Existing J Var depth Existing <br />Existing J R&D Excavated Material g i Roadway Place HMA -- Remove Subbase, Base <br />Roadway 0.30 HMA-- Roadway HMA over Existing 0.25' and Surfacing 0.25' <br />existing surface Surface <br />SECTION A—A SECTION B—B SECTION C—C <br />* The following Type D Driveway 0 The following Type E Driveway NOTE: Remove Subbase, Base and <br />lengths are as noted below: lengths are as noted below: Surfacing and pave 2' into existing <br />asphalt concrete ES driveways. <br />Sto 81 +26 (Rt) - 7' - PCC Sta 17+31 (Rt) - 10' <br />NOTE: Portion of existing PCC driveway Sta 19+73 (Rt) - 10' <br />must be removed from the point nearest Sta 24+21 (Rt) - 12 <br />the edge of pavement to that specified TYPICAL DRIVEWAY DETAILS Const HMA 4 -6 Earthwork BOD <br />above. Concrete must be sawcut to- - Shoulder - <br />i Overlay - �i - Backing(Misc Areas) <br />provide a neat joint at the conform line. <br />'�---- - ----- - 4' M i n <br />Existing (See Note Below) �.-II Conform <br />Surface i <br />Existing - <br />HECOt� DRAWING" <br />I -- - 87 Elevation <br />r �� 86.00-87.00 <br />.0 urre"ions By �s....�.� Existing <br />Pio Changes By Roadway F — - - <br />1 �'�"�` 0.50' HMA Existin Shoulder <br />r.ta Y-L� 9 <br />D amy Person Using This Drawing Should vertry Roadway Backing <br />Clt M• <br />s^rrnwrion By inar~Yinn rtirtPAVEMENT REPAIR DETAILP � <br />o cx w,.w SHOULDER DETAIL Final Elevation <br />� NOTE: Approximate dimensions and locations used for estimating EARTHWORK (MISC AREAS)84.75-86.5 <br />m purposes are available on Bid Express website. Dimensions and <br />M locations are subject to change at Engineer's discretion. Sta 47+50 (Lt) to Sta 49+-75 (Lt) <br />Z So+oo (t -t) <br />COUNTY OF SAN JOA UIN No SCALE CONSTRUCTION DETAILS <br />MILTON ROAD RESURFACING Sheet No. <br />Q (Duncan Road to Fine Road) 5 of 6 <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE <br />Tom Gorman 11/23 iz/i8/�3 12118123 <br />