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EP Conform ® EP ro--B <br />8'• <br />Conform L B <br />1— <br />EP <br />Co St EP <br />�✓�HMA Overlay 8'� E <br />Driveway <br />'far <br />Var_ (109 r o Existing <br />ax) C) Surface <br />Limits of Clearing& Grubbing Co S <br />9 t <br />1' 6'® EP Var <br />E �8% <br />Existing var See Typical Sections � <br />Grade-�- 0 <br />Roadway ' <br />12' minR & D Excavated Material Shoulder --- xis g------- ---1 <br />Existing width Existing Roadway Backing <br />0.30' HMA over shaped and SHOULDER DETAIL 1 <br />0.30' HMA over shaped and compacted native material Sta 10+11 to Sta 61+65 (Lt) Sta 10+11 to Sta 78+00 (Rt) <br />compacted native material Sta 106+75 to Sta 117+29 (Lt) ®Sta 78+00 to Sta 84+30 (Rt) -4' <br />,DRIVEWAYS (TYPE D)T SECTION B—B Sta 84+30 to Sta 117+29 (Rt) <br />NOTE: Portion of existing driveway shall be removed 8' or as noted j Q DY r'� <br />below from the edge of pavement. Concrete driveways shall v <br />be saw cut to provide a neat joint at the conform line. CorrectIOM": - -%✓ <br />CONCRETE DRIVEWAYS: No Chau v` <br />• Sta 31+77 (Rt) -5' • Sta 32+63 (Rt) -5' Date,.. _ Chas Drawn r <br />An Prsojl liSl�At <br />Conform ® EP <br />r-xisung wium <br />Var depth HMA over <br />existing paved driveway <br />DRIVEWAYS (TY <br />See Note Below Existing <br />Surface] <br />Existing <br />Roadway TYPE 1 = 0.50' HMA <br />TYPE 2 = 0.25' HMA <br />PAVEMENT REPAIR DETAIL <br />TYPE 1 AND TYPE 2 <br />NOTE: Width (4' minimum). Approximate <br />dimensions used for estimating purposes <br />are available upon request. Dimensions, <br />locations and type are subject to change <br />at the Engineer's discretion. <br />-- Cont EP <br />f �^ HMA Overlay 8' <br />I Driveway <br />Var o <br />(10g 0.04' <br />Var_ a ax) o -Existing <br />Surface <br />ExistingRoadway-/Var depth HMA over <br />existing surface <br />SECTION _ <br />XV & No '/nee�es36ve <br />o chvrc.h Improve -Mon }s. <br />Limits of Clearing & Grubbing , <br />EP <br />Earthwork <br />(Misc Area <br />4' —24-2!- <br />1 <br />rt7 �a (--- <br />Should <br />Existing Backin Conform Existing <br />RoadwayGrade <br />Sta <br />78+00 <br />to <br />Sta <br />79+35 <br />(Rt) <br />Sta <br />80+15 <br />to <br />Sta <br />82+35 <br />(Rt) <br />Sta <br />83+55 <br />to <br />Sta <br />84+30 <br />(Rt) <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY <br />1��zn �<�zm6ini <br />DATE I PROJECT ENGINEER I DATE <br />3/2S/19 "6" 131Zyfig <br />NO SCALE I CONSTRUCTION DETAILS <br />CHECKED I DATE <br />(3/2-7 l/9 <br />Existing <br />Naglee Burk / <br />�I <br />HP Limits of Clearing & Grubbing <br />=1. <br />4' <br />-29 <br />-8 <br />Shoulder <br />Backin <br />f <br />Var ' <br />1%-2% Slooe <br />_r-xisting Koaaway <br />rngation Ditch / 9 <br />SHOULDER DETAIL 2 <br />\ , / Roadway sloped toward the south <br />Sta 61 +65 to Sta 106+75 (Lt) <br />-- NOTE: Remove Asphalt Concrete work must be completed <br />prior to the placement of the shoulder backing. <br />EP(Existing) EP(New) COSI , (Ex sting) <br />1 ' 2' 0.5' - 4' 10 10 <br />Var Saw Cut ' <br />F HP and remove Saw cut line <br />** See Note 'I <br />-- <br />below Var - -I Var_ <br />-r==�==------------ - --� <br />--Existing /�-------- L------------- }--_� <br />Na lee Burk <br />\,irrigation Ditch// REMOVE ASPHALT CONCRETE �Roadway <br />\ / PAVEMENT DETAIL <br />Sto 61 +65 to Sta 74+95 (Lt) <br />NOTE: Sta 75+35 to Sta 107+00 (Lt) <br />AC will be saw cut to provide a neat straight edge along the EP(New). <br />This segment will maintain a 20' total roadway width to shift the road <br />away from the irrigation ditch and for the placement of shoulder backing. <br />Payment for saw cutting is included in Remove AC Pavement item of work. <br />"The portion of AC that is saw cut and removed must have AB placed and <br />compacted to re-establish a flat/flush surface prior to the placement of <br />AB used for shoulder backing. This portion of AB will be paid for as <br />Shoulder Backing with no additional payment. <br />MIDDLE ROAD RESURFACING Sheet No. <br />(Reeve Road to Naglee Road) 5 of 6 <br />