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Existing Var. Existing <br /> pavemen� 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� -- I LsR <br /> — <br /> Alternate edge <br /> Ditch flowline '� <br /> _ --- ------- - --------- <br /> --- --------- - ----------- meter cross <br /> Material perequired. <br /> chart below5 & 6) <br /> - --- -- --- -- - - — <br /> Set pipe in line with <br /> existing ditch at A Edge of existing pavement <br /> elevation 0.25' to 0.5' <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' 2Ac " <br /> /4" 4 <br /> AB <br /> AG, TEMP <br /> COMMERCIAL, <br /> TEMP INDUSTRIAL 15 40 2Ac/6,�AB 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 /> AWV�edby <br /> No. Revised By— <br /> 1 .R I V E W A Y S <br /> 1 Feb. 19� � PD <br /> RURAIAha & T EMF <br /> Drawn by <br /> Checked by _ j COUN'-i'IOF `'A-N JOAQu W I'-= SEPT i 991 f <br /> I TMFNT P7:'UBUC WORKS '] <br /> r. <br /> scale i�� <br />