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E 50' A.C. Trans. 0.12' A.C. 50' A.C. Trans. 0.25' A.0 Overlay <br /> 0 1 <br /> 0 20' ■ Rock Slope Protection <br /> c —I <br /> Existing M.B.G.R. to c o 4 '1 IF5 Sta. 5+20 (Lt.) — Place 8" x16' L.F. Place 550 L.F. A.C. (Type A— High Dike) c Co <br /> o remain in place (Typ.). s s oo �+ <br /> + o 0 00 �2 o + + ,c o E + S.P. Downdrain (0.064 thick) v <br /> i I c ; —C o M io T Refer to S.P. D87A for details ; o <br /> V J N En m = v N 3 R & D Existing 560 L.F. A.C. Dike 2' w N EP <br /> Bridge No.29C-131 w N \ m <br /> -------------------------------------------------- <br /> ------ -- O --------------- - - - - - - - --- - -- -------------------------------------------------------------------------- -- -- <br /> j N CL CONST. `° `° CL CONST. `° CL CONST. <br /> 2 3 5 6 8 <br /> E zo - <br /> c � co <br /> ' N _ _ _ _ _ _ _ _� __ _ t0 c0 (O c0 <br /> �_____________ Y ______________ <br /> �z M <br /> O1 __ _ ____________________________________________________________ <br /> WWrWfWTVjrWTdVT�r ------ <br /> ` 0 C Place 10 L.F. A.C. 2, EP <br /> 0 ( �Y Lr. u (Type C—Low Dike) Refer to R & D Existing 338 L.F. Sta. 8+02 (Lt.&Rt.) — Place Asphalt Concrete <br /> BEGINNING OF PROJECT <br /> in cc 6 <br /> > 3� N ao R.S.P. A87 for details (Typ.) A.C. Dike <br /> Overside Drain. Asphalt Concrete (Mist. Areas) <br /> Existing A.C. Dike to ,c a c c o Refer to S.P.087b for details. (Typ.) <br /> remain in place (Typ.) a°iJ 6 c Place 535 L.F. A.C. Dike c + <br /> Md N MX (Type A — High Dike) Refer to o <br /> R.S.P. A87 for details (Typ.) ; o <br /> � <br /> c N <br /> w <br /> 0.25' A.C. 100' A.C. Trans. 100' A.C. Trans. 0.25'A.C. <br /> 00n <br /> + E + + co <br /> Go C <br /> N M+ <br /> wCL CONST. N M <br /> O <br /> o <br /> EP EP EP EP CONST. ON <br /> o <br /> i0 i0 i0 i0 <br /> 21 22 23 31 <br /> i0 is i0 i0 i0 <br /> o <br /> 'o EP Construct P.C.C. Tractor Crossing. Asphalt Concrete EP <br /> + <br /> O + 2 shall be sow cut and concrete shall be placed neat. <br /> N <br /> 6 N 4 <br /> N O <br /> o <br /> N R R N <br /> N <br /> 100' A.C. Trans. T �° 6 h� M H��r <br /> No. 21258 <br /> * <br /> Exp. 9-70-97 <br /> LEGEND u; 50' A.C. Trans. 0.12' A.C. Overlay50' A.C. Trans. s9TF CIVIC- �`' <br /> �Q <br /> ® Variable Depth Asphalt Concrete Overlay o CALoF� <br /> 0.00' o <br /> ® 0.6' Asphalt Concrete Widening ■ o <br /> o � <br /> 0.00' Depth of Asphalt Concrete Pavement Planing N <br /> 0.08' Existing M.B.G.R. to O a0 E <br /> ■ Limits Asphalt Concrete Pavement Planing 24', Conform remain in place (Typ.) o0 o c <br /> R Conform to Existing Radii -6 1 0 <br /> to <br /> 0.25' Depth of Asphalt Concrete Pavement Overlay o c + °020' ■ LO <br /> V) U) + + <br /> e2 = Detail Number 'o v > i =a <br /> 0.25' A.C. � vl n a>i �� i <br /> 4 = Sheet Number 6 li <br /> EP CL CONST. ------------------------------------------------------------------- ----------------------------------------- 'L E-�_i_ �_i_ �_i_ �_i_�,i. ---------------------- <br /> 4 y------J-------- i a y l Bridge No.29C-10 <br /> ---------- fn / -- -------------'--------- <br /> O <br /> t0ZD <br /> v i <br /> i <br /> 44 45 46 47 c <br /> zO <br /> n (! � <br /> .�n�a�nrn'a�nrn9n�nrn9n�nPn9n�nrs'���' -------------- <br /> ------------ <br /> --------- O ---------- <br /> .--------------------- ------------------------- -------------------------------------------------------------------------------------------------------------------------- __ _______ ___________ � -------`--------- <br /> �a <br /> Existing A.C. Overside drain Existing A.C. Dike to <br /> to rem( remain in place (Typ.) tiOf <br /> 10"x10"x5'-4" D.F. Posts & 8"x8" <br /> 3' <br /> D.F. Blocks ® —1 1 2" c.c. <br /> 0 <br /> 1 v 1 <br /> JR.&D. existing M.B.G.R. <br /> END OF PROJECT 12'-6" M.B.G.R. R=10' <br /> Terminal Section (Type A) <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVED DATE WALNUT GROVE ROAD RESURFACING SHEET TOTAL <br /> NO. SHEETS <br /> P'..at 9, 90 7/96 �L n 96 ' ,lam/L / COUNTY OF SAN JOAQUIN NO SCALE PLAN (South Fork to North Fork Mokelumne River) 3 4 <br /> BAad 60"" 7/96 � 9(P oy�iQ <br /> FILE NAMEDRAWER SHEET NO. ACAD <br /> �.5� f e:\final\oug96\walgrove\plon REVISIONS DAT <br />