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EP <br />4' _8'** <br />C <br />/_1 rn <br />- 12- min - <br />Existing width <br />0.30' HMA over shaped and <br />compacted native material <br />DRIVEWAY (TYPE D) <br />Const EP <br />-✓� HMA Overlay 4'-8'** -' E <br />Driveway o <br />Varma 009 Voro [-Existing <br />�J�z �7h�� )'v Surface <br />-R&D Excavated Material <br />Existing Roadway <br />0.30' HMA over shaped and <br />compacted native material <br />SECTION B -B <br />** NOTE: Portion of existing driveway shall be removed 8' or as noted below from the edge of pavement. <br />Concrete driveways shall be saw cut to provide a neat joint at the conform line. <br />** Sta 50+07 (Rt) -4' <br />rEP Conform © EP- r► A <br />--T -- <br />4'-8' R <br />Conform <br />Limits of Clearing & Grubbing Co/7st <br />* <br />'EP (New) 0.25' HMA Overlay <br />E *EP (Exist) ' <br />w 2' X' 2' --1' HMA <br />c°� `8% <br />-Shoulder <br />Backing Existing <br />--Existing Roadway <br />Surface VIS C -C <br />ROADWAY WIDENING DETAIL <br />Sta 14+83 to Sto 17+33 (Lt) <br />e Roadway Widening Schedule Below <br />CONCRETE DRIVEWAYS: ** RECORD DQ A �It <br />. <br />Sta 15+85 (Lt) -6' Sta 61+00 ( Lt) -6' V <br />Correcda s By l�.a-..... ' *See <br />J' No Chemo py <br />C017St oieo _Ab - f3 - i * <br />_1 2' m_ in A <br />Existing width <br />Variable depth HMA over existing <br />paved driveway and paved frontages <br />EP « <br />HMA Overlay (�y <br />ftrson ft This Drawing Should <br />Driveway & At_ rmatigf By InsPectil V g►e Site of w�, <br />Paved Frontage <br />Var,1 Var 0.04' - <br />( 09 maX o Existing <br />� �y urface <br />T - <br />Existing Roadway --Var depth HMA over <br />existing surface <br />DRIVEWAY (TYPE E) SECTION A -A <br />Sta 11+90 (Lt) -4' Sta 22+00 (Rt) -4' Sto 27+00 (Rt) -4' Sta 37+75 (Rt) -4' <br />Sta 38+15 (Lt) -4' Sta 40+50 (Rt) -4' Sta 42+42 (Rt) -4' <br />TYPICAL DRIVEWAY DETAILS <br />0 <br />Const <br />Limits of Clearing & Grubbing <br />and Mailbox Relocation <br />' Var Depth -h EP - *4,t <br />Shoulder Penetration` <br />Backing Treatment <br />777777777 <br />I- Existing Roadway Existing Surface-- <br />SHOULDER PENETRATIO-N TREATMENT DETAIL EtiMiNI►TD <br />Sta <br />14+55 <br />to <br />Sta <br />15+85 <br />(Lt) <br />Sto 23+50 to Sta 24+90 (Rf� <br />Sta <br />16+33 <br />to <br />Sta <br />17+33 <br />(Lt) <br />Sta 25+22 to Sta 28+68 (Rt) <br />Sto <br />19+00 <br />to <br />Sta <br />21+25 <br />(Lt) <br />Sta 29+20 to Sta 30+62 (Rt) <br />Sta <br />21 +72 <br />to <br />Sta <br />25+48 <br />(Lt) <br />9.25' <br />Const <br />Limits of Clearing & Grubbing <br />and Mailbox Relocation <br />1, *4,EP t-- ----12'-16' \ ►j <br />E 2, I <br />c ` ` 899 <br />,Match _Existing Slope ' <br />_ U� I <br />Var Depth /777t �Zd <br />Existing Roadway i <br />Existing Shoulder l <br />Surface Backing <br />SHOULDER DETAIL <br />Sta 11+18 to Sto 60+74 (Lt) Sto 11 +37 to Sta 61 +89 (Rt) <br />Sta 25+88 to Sta 26+67 (Lt) <br />-Note: Shoulder Widths will be reduced in areas where there are obstructions <br />or the hinge of shoulder/ditch occurs or as directed by the Engineer. <br />COUNTY OF SAN JOAQUIN I NO SCALE I CONSTRUCTION DETAILS <br />DRAWN BY <br />DATE I PROJECT ENGINEER I DATE I CHECKED <br />DATE <br />1- Q --� 11 /20/23 h 11 /20/23 6t,,,,,,k,,.., K 11 /20/23 <br />ROADWAY WIDENING SCHEDULE <br />No. <br />Station Lt <br />Dim X ' <br />1 <br />14+83 <br />0.00' <br />2 <br />14+90 <br />0.50' <br />3 <br />15+00 <br />2.00' <br />4 <br />15+10 <br />4.25' <br />5 <br />15+20 <br />6.17' <br />6 <br />15+30 <br />7.67' <br />7 <br />15+40 <br />8.67' <br />8 <br />15+50 <br />9.25' <br />9 <br />15+60 <br />9.33' <br />10 <br />15+70 <br />9.00' <br />11 <br />15+80 <br />8.75' <br />12 <br />15+90 <br />9.25' <br />13 <br />16+00 <br />9.92' <br />14 <br />16+10 <br />10.33' <br />15 <br />16+20 <br />9.92' <br />16 <br />16+30 <br />8.92' <br />17 <br />16+40 <br />7.33' <br />18 <br />16+50 <br />5.83' <br />19 <br />16+60 <br />4.42' <br />20 <br />16+70 <br />3.75' <br />21 <br />16+80 <br />3.25' <br />22 <br />16+90 <br />2.67' <br />23 <br />17+00 <br />2.25' <br />24 <br />1 17+10 <br />1.59' <br />25 <br />17+20 <br />0.92' <br />26 <br />17+30 <br />0.25' <br />27 <br />17+33 <br />0.00' <br />BROADWAY AVENUE RESURFACING <br />(Fremont Street to Waterloo Road) <br />Sheet No. <br />5 of 6 <br />