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Existing Var. Existing <br /> pavementpavement Var. <br /> Min, 051 Variable slope (10% max.) <br /> 7 <br /> to meet existing ground. <br /> SECTION A-A <br /> A <br /> R/W �_- W� R/W <br /> o-m <br /> Alternate edge Res. 15' R <br /> Ditch flowline '� Comm. 25' R <br /> --- ---------- - ----------- 12" Min. diameter cross <br /> pipe when required. <br /> Material per (See notes 5 & 6) <br /> chart below <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" /4AB " <br /> 4 <br /> AG, TEMP <br /> COMMERCIAL, " <br /> TEMP INDUSTRIAL 15 40 2AC/6AB 6 <br /> NOTES: <br /> 1 . 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 /> 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 a minimum of 2' past the toe of fill <br /> slopes of the driveway, all 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. Revised By TOed try <br /> 1 Feb. 1996 PD DRIVEWAYS � �-y a� .1 <br /> RURAL, AG., & HEMP <br /> Drawn b; [1 <br /> JL_: <br /> Checked b;+ �% C'• <br /> COUN'i I OF SAN JOAQUI SEPT. i 991 <br /> Scale - 1C11j,j i TAENP 07i'UBLIC WORKS <br /> U—'rno No. G> <br />