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. J <br /> Existing Var. <br /> pavement Existing <br /> pavement Var. <br /> O <br /> Min. 0.5' Variable slope (10% max.) <br /> to meet existing ground. <br /> SECTION A-A <br /> A <br /> R/W W� R/W <br /> Alternate --� <br /> edge Res. 15' R <br /> Ditch flowline� N 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 at VEdge 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' <br /> 2Ac/4AB 4„ <br /> AG, TEMP <br /> COMMERCIAL, <br /> TEMP INDUSTRIAL 15 40, 2" /6" 6„ <br /> AC Ag <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' post 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 <br /> 1 Fein. _PDj DRIVEWAYS <br /> U�RA , : .::.., <br /> Drawn by �"� - <br /> JI__. e <br /> -- -- is <br /> Checked by <br /> COUN"i`r OF ''AN JO Q � - - <br /> A 1,I N <br /> S.W. !��' 'i.- �_ —--- A. NENr OF,,reuc WORKS SEPT 499 1 <br /> - <br /> — --------- C u n9 F{0. (r' <br />