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--1 EP <br />4' <br />Conform <br />Conform © EP- r� B IF <br />--- Const EP <br />I---v`--HMA Overlay - - - 4' <br />\ 1 Driveway 1 E <br />1:1 I `o <br />Varma (10%arna o Existing <br />X� Surface <br />12' min <br />- ---- r- -7 — — — — —- <br />Existing width T LR & D Excavated <br />Existing Roadway <br />Material <br />0.30 HMA over shaped and <br />A <br />B <br />--0.30' HMA over shaped and <br />compacted native material <br />Kimberly <br />Lane <br />compacted native material <br />DRIVEWAY (TYPED <br />22' <br />21+76 <br />SECTION R -R <br />** NOTE: Portion of existing <br />driveway must <br />be removed <br />4' or as noted <br />below from the edge of pavement. <br />Concrete driveways <br />must <br />be saw cut to provide <br />a neat joint <br />at the conform line. <br />28+21 <br />CONCRETE DRIVEWAYS: <br />Lane <br />29' <br />Sta <br />18+84 Lt <br />Sta 23+07 <br />Rt <br />Sta <br />19+28 Rt <br />Sta 23+55 <br />Lt <br />Sta <br />19+89 Lt <br />Sta 24+10 <br />Rt <br />Sta <br />21 +99 Rt <br />Sta 25+67 <br />Rt <br />Sta 40+69 <br />Lt <br />EP Conform © EP <br />--�-- <br />4' <br />R <br />i <br />Conform <br />F-xitiuny wiuLn <br />Variable depth HMA over <br />existing paved driveway <br />DRIVEWAY (TYPE E) <br />Const EP <br />I ---/-HMA Overlay 4' <br />' Dwy/Frontage E E <br />Varma "E <br />0.04' <br />(10q ar o Existing <br />—arnoX) 1 Surface <br />T— <br />rExisting Roadway L-Var depth HMA over <br />existing surface <br />SECTION A -A <br />TYPICAL DRIVEWAY DETAILS <br />0.25' HMA - <br />Limits of Clearing & Grubbing Const <br />Existing 4' min and Mailbox Relocation <br />Surface See Note Below <br />l!'- -- -- 1>�1� EP 13' -�- <br />KExisting— Existin o <br />Roadway Surface �a(i Match Existinq_ Slope <br />6N PAVEMENT REPAIR DETAIL 1 _� _ _ _ <br />.3 D NOTE: Dimensions and locations are to be Shoulder Existing Roadway <br />----- <br />g determined by the Engineer. Backing <br />M SHOULDER DETAIL 1 <br />m Sta 9+25 to Sta 44+10 (Lt & Rt) <br />M <br />z <br />O <br />COUNTY OF SAN JOAQUIN NO SCALE CONSTRUCTION DETAILS <br />DRAWN BY DATE I PROJECT ENGINEER DATE I CHECKED DATE <br />/ Sys 5 0 V -\ ,s 2/8/23 5- <br />2S 5 0 v-\ 5 2/8/23 Q� 2/8/23 <br />Conform <br />0.17' <br />Var'N <br />(Roadway) <br />FM <br />A <br />C <br />Y� <br />AR <br />-EP <br />---- B <br />Const <br />HILDRETH "-IP Sta LANE <br />LEP <br />CROSS STREET CONFORM DETAIL <br />Roadway <br />A <br />B <br />C <br />IP Sta on Hildreth <br />Kimberly <br />Lane <br />37' <br />24' <br />22' <br />21+76 <br />Canepa <br />Road <br />22' <br />20' <br />22' <br />23+82 <br />Amande <br />Court <br />40' <br />32' <br />34' <br />28+21 <br />Morada <br />Lane <br />29' <br />25' <br />24' <br />38+00 <br />Mulberry <br />Lane <br />152' <br />81' <br />71' <br />42+66 <br />7 �lsirAg r)ra vAnq Shoe -44001110'i' . <br />at> rr.a Ilia st AIGA <br />Limits of Clearing & Grubbing C P t <br />11 <br />and Mailbox Relocation - I <br />E <br />1 ' 4' P <br />EI 2' <br />Existing-; °I _Match Existing Slope <br />Surface o, _..8% <br />Shoulder ' Existing Roadway <br />----- --- <br />Backing SHOULDER DETAIL 2 <br />Sta 44+10 to Sta 56+65 (Lt & Rt) <br />HILDRETH LANE RESURFACING <br />(Alhambra Avenue to Ashley Lane) <br />Sheet No. <br />4 of 5 <br />