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_x;s"ung Vor. <br /> pa'Vemen Existing <br /> I pavement Var. <br /> 07- <br /> Min, 0.5' <br /> Variable slope (10% max.) <br /> to meet existing ground. <br /> SECTION A-A <br /> A <br /> R/W - W� R/W <br /> Alternate S <br /> e ate edge 15' RDitch flowline m. 25' R_ --- ------- --------- 12" Min. diameter cross <br /> Material pipe when required. <br /> chart beSee notes 5 & 6) <br /> Set pipe in line with — <br /> existing ditch of <br /> elevation 0.25' to 0.5' A Edge of existing pavement <br /> below exist. flowline. <br /> RURAL DRIVEWAY <br /> TYPE W STRUCTURAL SECTION <br /> RURAL OR TEMP (Max.) (Min.) AC/AB (Min.) PCC <br /> RESIDENTIAL 12' 25' 2" /4" <br /> AC AB 4„ <br /> AG, TEMP - _. - <br /> COMMERCIAL, <br /> TEMP INDUSTRIAL. 15' 40' 2" /6" 6" <br /> AC AB <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 on intersection, no driveway shall be placed within 30' of the <br /> point of intersection of the moster 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. R"w gr <br /> 1 Feb. 1996 PD DRIVEWAYS"' - <br /> °ro'" by JLD <br /> RURAL, AG, & TEMP <br /> Checked b f <br /> COUNTY OF SAN J <br /> s`°'e OAQUIN <br /> NONE °°te SEPT. 1991 <br /> DEPAMENT OF PUBLIC v OFM <br /> Droo;nq No, R — 17 <br />