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4 <br /> STOCKTON <br /> CITY LIMITS <br /> The actual conforms at the intersection of "B" Street to be o N <br /> o i determined upon the completion of the "B" Street project. o :3h <br /> 0 0 0 <br /> 0 0 3 <br /> I 1 50' A.C. <br /> 3 Trans. 3 W <br /> I <br /> En III I I <br /> o 15' 0.17' A.C. 0.17' A.C. 50' A.C. III I N 50' A.C. 0.17' A.C. <br /> _ Trans. + III J ■ Trans. N <br /> 1 <br /> 4"1 . Const. o , o I I� 15' o Const. <br /> o + E.P. E.P. No 15 0 �� E.P. <br /> I lD o rn + // \ a + <br /> 14 <br /> R 0 Ln / <br /> 4 o .i <br /> CU <br /> M- /7/ a0 W OD OD <br /> �•� M • —� 1 • <br /> _J_ <br /> N <br /> N x_/11 20 (A 2L 23 <br /> D I <br /> PR <br /> _ ODa9 OD OD 00 OD <br /> 1- \ � m <br /> M 1 E.P. E.P. E.P. <br /> m I <br /> M I I - BEGRiNING OF PROJECT III <br /> I I 1 III <br /> STOCKTON �� 2,t 18' Const. <br /> CITY LIMITS - <br /> 0.17' A.C. N <br /> L , <br /> 0 <br /> Exist. Conc. Dwy. 0 2' 16' <br /> II F� (See Driveway Detail) 0 <br /> 08 DepAh of Asphalt .Concrete Pavement Planing Const. I I I I I I E.P. 0.04' I <br /> I _ II I I Var. <br /> ® Variable Depth Asphalt Concrete,0veda 30' 19' ` / 20' ( _ — <br /> W ■ Limits of Asphalt_Concrete Pavement Planing - — <br /> R Conform to Existing Radius <br /> 00 00 N o 00 ' <br /> •� '`� 30 �-`, 31 Existing Concrete <br /> Adjusted Existing Sanitary Maintenance Cover to grade � , �_ Driveway to remain in place <br /> V ' <_: Adjusted Existing Sanitary Lamp Hole Cover to grade <br /> m DRIVEWAY DETAIL <br /> o (ASPHALT CONCRETE MISCELLANEOUS AREAS) <br /> E.P. NO SCALE <br /> COUNTY OF SAN JOAQUW NO SCALE PIAN MORRISON GARDEjNS RESURFACING PHASE 7 sheet No. <br /> —NINTH STREET— (Bieghle Street to Pock Lane) 3 of 4 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br />