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Existing Var. Existing Var. <br /> pavement 7 pavement <br /> O <br /> Min. 0.5' Variable slope (10% max.) <br /> to meet existi-ng 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 /> _ --- -------- — --------- <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 atA Edge of existing pavement <br /> elevation 0.25' to 0.5' <br /> below exist. flowline. <br /> RURAL DRIVEWAY <br /> TYPE W STRUCTURAL SECTION <br /> (Min.) (Max.) (Min.) AC/AB (Min.) PCC <br /> RURAL OR TEMP <br /> RESIDENTIAL 12' 25' 2" /4A6 4" <br /> AG, TEMP <br /> COMMERCIAL, ') ') 11 <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 /> pont 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 8Y �'PDrored <br /> by <br /> 1 Feb. 1996 PD DRIVEWAYS ao . ...__.; <br /> I. <br /> RURAL, AU a & `'LE- F <br /> Drawn t% J IIr <br /> Checked Ly -1 OF SAN JOAQUIN �''�' SEPT- 1991 <br /> 'i",, 'TMENT C i USUC WORKS <br /> Scale <br />