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Existing Vo r. Existing v <br /> pavement Var. <br /> 0 <br /> Min. 0.5'- Variable slope (10% Max.) <br /> to meet existing ground. <br /> SECTION A-A <br /> A <br /> Riw - W____� Riw <br /> Alternate edge Res. 15' R <br /> Ditch flowline '� ComL2" Min. <br /> ' R <br /> --- ------- --------- <br /> -- - ----------- diameter cross <br /> Material per hen required. <br /> chart below otes 5 & 6) <br /> Set pipe in line with — <br /> existing ditch at Edge of existing pavement <br /> elevation 0.25' to 0.5' A <br /> below exist. flowline. <br /> RURAL DRIVEWAY <br /> TYPE W STRUCTURAL SECTION <br /> RURAL OR TEMP (Min.) (Max.) (Min.) AC/AB (Min.) PCC <br /> RESIDENTIAL 12' 25' 2" /4" 4" <br /> AC AG, TEMP ' <br /> COMMERCIAL, <br /> TEMP INDUSTRIAL. 15, 40' <br /> 2AC/6"S 6, <br /> NOTES: <br /> I1. FLOWLINE OF PIPE SHALL BE A MIN. OF 3" BELOW DITCH FLOWLINE <br /> AND A MAX. OF 1/2 DIAMETER OF PIPE, BELOW DITCH FLOWLINE. <br /> I 2. At an intersection, no driveway shall be placed within 30' of the <br /> point of intersection of the master planned R/W lines. <br /> 3. Driveways shall be at right angles to the street. <br /> 4. Circle driveways are to be no closer than 75' between centers (residential) <br /> or 80' between centers (commercial). <br /> 5. When cross pipe is used, it shall extend o minimum of 2' post the toe of fill <br /> slopes of the driveway, oil fill shall be compacted to 95% relative compaction. <br /> Maximum fill slope 2:1 . <br /> 6. Pipes shall be Reinforced Concrete, or 0.079" Galvanized Corrugated Steel pipe, <br /> the size varies according to the hydraulic requirement. <br /> No. A•.;wa By <br /> 1 Feb. 1996 PD DRIVEWAYS :t-t°'°'" J LD <br /> RURAL, AG , & TEMPL�xck•C byCOUNTY OF SAN JOAQUIN <br /> k0• NIr)NF' DEPMTUEW or aumjC wtmc <br />