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Sawcut <br />Place 7' 12" 0 <br />079" thick CSP.—� <br />Place 24"0 SDI at <br />Sta. 29+46 (22' Rt.) <br />See Details this sheet. <br />Place 10' 12"0 <br />079" thick CSP. <br />Place A.C. <br />(Misc Areas) <br />0.25' A.C. Overlay <br />Pavement Reinforcing Fabric <br />Earthwork (Miscellaneous Areas <br />W <br />0 <br />N <br />c0 <br />+Clean Existing <br />Ln /� Drainage Facilities <br />\ <br />�s <br />I I <br />1 � <br />I 1 <br />I 1 � <br />I 1 <br />I <br />I <br />y, Place Approximately 1' <br />12"� .079" thick CSP. <br />�I <br />W11, See Shoulder <br />Detail 6, <br />Sheet No. 3. <br />R40'' <br />CA <br />0 <br />W <br />N <br />00 <br />40' A.C. Trans i? <br />W <br />Fn --j1 + <br />Remove and Dispose <br />2.5' of damaged C.S.P. <br />Place 4.5' 24"0 C.S.P. <br />RE't4uiiDDRAW wit r'j <br />X Earthwork (Miscellaneous Areas) <br />(D Corrections By <br />Q <br />• No Changes By e <br />Date 2 -09 -/o - <br />Any <br />-D8-/oAny Person Using This Dram Shn +i Vor f, <br />�• All intormatinn By inspecting ThP ` Elevation = 38.35' <br />(b Place 24"0 See Sheet 3 for Datum <br />Frame and Grate <br />0.5' PCC Collor 24' 0.5' A.C. <br />F(Misc. Areas) <br />L -J, <br />0.5' PCC Base <br />SDI Detail <br />=r=xz�c <br />1'-2' Existing Pipe— <br />PLAN <br />DATE I APPROVAL RECOMMENDED <br />1471�/•j AO AP,r7 <br />DATE <br />!Zj n. <br />50' A.C. Trans <br />i <br />25'x! <br />n <br />0 <br />0 <br />0 <br />3 <br />0 <br />w n <br />_01 ? <br />M� (D <br />W O <br />V <br />O <br />O <br />a <br />B 27" <br />a o0 <br />a o 0 <br />0 0 0 <br />a oo <br />a oo j <br />A o A 42 24" <br />B 328" <br />_8 252. <br />4,.s21 •" ' 1 <br />4x--18 .. <br />A -A B_B <br />Frame and Grate Details <br />OVERHISER ROAD RESURFACING I Sheet No - <br />5 of 6 <br />-u <br />/ <br />0 <br />/ Sawcut at <br />1' offset from EP. <br />* New pipe <br />ends to be placed in line with <br />existing flowline. <br />Inverts to <br />match existing pipe inverts. <br />r <br />rrt <br />Z <br />0 <br />COUNTY OF <br />SAN JOAQUIN <br />NO SCALE <br />DRAWN BY <br />DATE <br />PROJECT ENGINEER <br />DATE <br />CHECKED <br />J. Clary <br />09/08 <br />L -J, <br />0.5' PCC Base <br />SDI Detail <br />=r=xz�c <br />1'-2' Existing Pipe— <br />PLAN <br />DATE I APPROVAL RECOMMENDED <br />1471�/•j AO AP,r7 <br />DATE <br />!Zj n. <br />50' A.C. Trans <br />i <br />25'x! <br />n <br />0 <br />0 <br />0 <br />3 <br />0 <br />w n <br />_01 ? <br />M� (D <br />W O <br />V <br />O <br />O <br />a <br />B 27" <br />a o0 <br />a o 0 <br />0 0 0 <br />a oo <br />a oo j <br />A o A 42 24" <br />B 328" <br />_8 252. <br />4,.s21 •" ' 1 <br />4x--18 .. <br />A -A B_B <br />Frame and Grate Details <br />OVERHISER ROAD RESURFACING I Sheet No - <br />5 of 6 <br />