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_ I <br /> ExistingVor. Existing Vor. <br /> pavemen� �� pavement <br /> ' O <br /> Min. 0.5' Variable slope (10% mox.)-~ <br /> to meet existing ground. <br /> SECTION A—A <br /> A <br /> R/W' W� R/W <br /> Alternate edge Res. 15' R <br /> Ditch flowline '� Comm. 25' R <br /> --- --------- - ----------- 12" Min. diameter cross <br /> Material per pipe when required. <br /> chart below See notes 5 & 6) <br /> Set pipe in line with — <br /> existing ditch of V — <br /> 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'L 4" <br /> AG, TEMP ' <br /> COMMERCIAL, <br /> TEMP INDUSTRIAL 15' 40' 2'AC 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 on 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. oil fill sholl be compacted to 95% relative compaction. <br /> Maximum fill slope 2:1. <br /> 6. Pipes sholl be Reinforced Concrete, or 0.079" Galvanized Corrugated Steel pipe, <br /> the size varies according to the hydraulic requirement. <br /> 1 ., <br /> Feb. 1996 PD DRIVEWAYS Weft <br /> a , e <br /> ,, ,� RURAL, AG, & TEMP <br /> JLD <br /> 7CNekid a COUNTY OF SAN JOAQUIN �� SEPT. 1991 <br /> spa. <br /> NONE 0EPARDAW Or PUKC WOM <br />