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20' A.C. Trans. <br /> 0. 12' A.C. Overlay <br /> \\ \ N <br /> Const. <br /> -- - -- \ <br /> Exist. S.D.I. to - <br /> - -" — ` \ 6 remain in place. <br /> Adjust Manhole Frame <br /> and Cover to grade. <br /> 0 <br /> - - -- --- --- - - -- - - -- - -- - - y ) S. <br /> ...........................7 <br /> . ............................... <br /> —� /,, ,•,..•• to remain in place (Typ, <br /> — — <br /> 6 <br /> : • <br /> - - -- -- -- - - <br /> - -- - -- - -- --- -- -- -- - - - — ............. <br /> •. M H <br /> AA .44on arm \ \ 0.00' - --- - - - -- - -- --- - -- --- 0 12 - - E. . (Lip of Gutter) <br /> 11 — P <br /> 38't / <br /> — - - --- <br /> Adjust Frame & Grate 1 11 III 10 — - -_ 13 _ -- - - -- - + <br /> (S.D.I.) to grade. (Typ.) III y II Exist. Manhole to <br /> ................ <br /> 1 III II i remain in place. 6' (Typ_) - - 14 o <br /> I II a. III — ............... cn <br /> .......... <br /> \ �' \\ \ III III --_ ............(0 <br /> p \ \ \\ \ II o <br /> \ k \\ \ I I Q I I <br /> \ s \\ \ <br /> � \ � N \\\ \ III CJ <br /> E.P. <br /> (LSP of Gutter) <br /> \ `o \ \ <br /> 0' 40' 80' <br /> 30' A.C. Trans. <br /> SCALE I N FEET <br /> 1 1i I 1 <br /> 1 ii 1 <br /> BEGINNING OF RUTLEDGE WAY 0.12' A.C. Overlay <br /> 15' I 1 v <br /> CL <br /> Const. o o <br /> 1 E <br /> I � 1 <br /> (Lip E.P. 1 <br /> o of Gutter) I mI <br /> n 6 ■ 4' <br /> JC . .............I...........4............... <br /> n ................. ...... ...................................... <br /> ip ..............4.... ............. —.. . <br /> O <br /> c -- .4................ O17 20 22.. . . . <br /> _ 18 ............................................ — — <br /> — - - - - - -- - - - - - - - - - - - - - - -- -- -.-.. .-.-.-.-•- - --- -- - - - -- --- <br /> E.P. (LiP 6 M <br /> Of Gutter) 0.00' n <br /> �t Const. 4M a I, I <br /> Conform 39't <br /> I 101 l3 l <br /> Umits of Clearing and Grubbing d <br /> I I I o I II `fi I <br /> a IIP <br /> 16'-14' 16'-14' <br /> �E I LEGEND + <br /> 24'-28' Pavement Reinforcing Fabricrn l <br /> N I I <br /> p Variable Depth Asphalt Concrete Overlay II <br /> Conform 10' 10' Conform U <br /> 0.00' Depth of Asphalt Concrete Pavement Planing III <br /> Vor. �VarVor � <br /> . I . V r <br /> _ � Limits of Asphalt Concrete Pavement Planing <br /> Refer to Sheet #4 for Planing Details <br /> -- - - - --- -- - - - - <br /> __ - --- - - - -- -- - — - - _ _ _ — � R Conform to Existing Radii (Lip of Gutter) <br /> Exist. Conc. C. G. & S. Existing Roadway Q Manhole (M.H.) END OF RUTLEDGE WAY <br /> to remain in place (Typ.) Handicap Ramp, refer to Sheet No. 4 for <br /> 0.12' Asphalt Concrete Overlay 6" Maximum Fabric Overlap. <br /> details <br /> TYPICAL SECTION Existing Storm Drain Inlet S.D.I. <br /> (Rutledge Way Sta. 5+ 15 to Sta. 22+56) <br /> NO SCALE <br /> DRAWN BY IDATE SHEET TOTAL <br /> PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVA RECOMMENDED DATE TYPICAL SECTION RUTLE_DGE WAY/SHERIDAN WAY RESURFACING NO. SHEETS <br /> � �` 8. � °°� 96 �� ,i /q/� COUNTY OF SAN JOAQUIN SCALE AS SHOWN AND PLAN "Plymouth Road to Belmont Place' 2 5 <br /> �� �uiU d���6 <br /> BILE N ME T RAWER SHEET N0. ACAD REVISIONS DATE <br /> \sam\rutsher\plan <br /> r <br />