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R/W / <br /> ' A A Refer to S.J. Co. <br /> X/ -- --------- Std. No. S-4 <br /> for Frame Details and <br /> this sheet for Grate <br /> oAe A 0 A --- --- - Details. <br /> IRK <br /> Const F <br /> Remove 24" Tree i , ` ,p5 a t , O D D B <br /> Mortar <br /> 4 <br /> r 0, zXc m <br /> Line cut existing I ��;� t, Q -C) - •�5'I`1(,'� z Grade <br /> Asphalt Concrete , i, ��.� �,+ Ringgs <br /> Surfacing. i; +�e� X �Q 2 S <br /> O <br /> _�Survey AMortar <br /> ' �?��' �/ 8 N `� 24" R.C.P. <br /> f' +`5 (O al 1 22l 1 CL III <br /> 2 N t <br /> 0 1„ <br /> n <br /> ,/, 1„ 13., 4 _1_R Mortar (Typ.) <br /> Confprm �e � 1116 8 10I Class "B" Concrete <br /> R/W 50.42 50.71 51 .08 / Q,oJ 29" 1 1" SECTION A–A SECTION B–B <br /> X ��o�e g 32 16 No Scale No Scale <br /> 50.71 E 51 .03 51 <br /> 'P' -0 o <br /> 0ft221' <br /> ' <br /> W W 23 1„ Nwoe feet minimum below finished grade, <br /> -------------- 50' 47' �{ SECTION A–A SECTION B–B may be less with approval of engineer. <br /> ----- - --- <br /> ------- ------ - -------__ ---- 10 h No Scale No Scale <br /> 51 .4 <br /> 9 51 .03.\ +50 7 <br /> E . 50.71 +10 <br /> w T T <br /> gX GRATE DETAIL 24" STORM DRAIN INLET <br /> R/W5;1 .30 ; G, �� o Z No Scale No Scale <br /> 50.39 1 `�'` <br /> '. C, oK( G <br /> Shape earth `�'` C,o�'t <br /> shoulder to A. �G' / ' <br /> drain. ;' <br /> j . o \ ' Existing Surface <br /> 0) LEGEND Asphalt Concrete <br /> o -bs , / Misc. Areas (Type 0) Saw Cut existing <br /> ,fin \\ 0�QO Finished Elevation/Station A.C. <br /> .' <br /> % m 00.00 Finished Edge of Pavement Elevation Finished Grade <br /> 50.00 Finished Gutter Grade Elevation <br /> 6" <br /> Min.—� '..— 6„ Min. <br /> �Q Direction of Surface drainage. <br /> Const. Curve ® Asphalt Concrete (Misc. Areas) <br /> G R = 75.00' 0.30' A.C. Thickness (Type 1 ) 0.70 Asphalt Concrete for Structural SectionT . Sec. Sheet 2 <br /> z D = 5943' <br /> T = 35.58' UNDERGROUND UTILITIEr. <br /> S Va <br /> Ch= 64.29' :. . : .: <br /> „y ' <br /> / L = 66.44 G Gas Select Native Material <br /> Sanitary Sewer (City of Stockton) Select Native Material 90% Relative Compaction. <br /> 90% Relative Compaction. <br /> T Telephone <br /> W Water (California Water Service) 12” O.D. 12" <br /> O.D. + 24" <br /> .I.. ' f. <br /> 12" �—O.D.—►I 12" <br /> O.D. + 24" <br /> INTERSECTION DETAIL TRENCH DETAIL <br /> � No Scale <br /> Sta. 8+05t Lt. & Rt. <br /> TRENCH DETAIL No Scale Z <br /> Sta. 3+15 Lt. x <br /> No Scale z <br /> N lli <br /> DRAWN BY DATE <br /> s PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVED DATE SHEET TOTAL wo <br /> W Q COUNTY OF SAN JOAQUIN NO SCALE CONSTRUCTION DETAILS POCK LANE RECONSTRUCTION N0. SHEETS <br /> 4�� � � Z% s �� Mariposa Rd. to City Limits 4 5 m <br /> FILE NAME DRAWER SHEET /N-O. ACAD <br /> Z-5J C:\SAM\4 <br />