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Existing Var. Existing <br /> pavement pavement I_-�ar' <br /> Min. 0.5' Variable slope (10% max.) <br /> to meet existing ground. <br /> SECTION A-A <br /> A --� <br /> R/W �-- W I R/W--- <br /> Alternate edge Res. 15' R <br /> Ditch flowline Comm. 25' R <br /> --- ------------ ----------- 12" Min. diameter cross <br /> Materia) per Pipe when required. <br /> chart below (See notes 5 & 6) <br /> Set pipe in line with <br /> existing ditch gat il 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 /> (Min.) (Max.) (Min.) AC/AB (Min.) PCC <br /> RURAL OR TEMP <br /> RESIDENTIAL 12' 25' 2" /44" <br /> AC AB <br /> AG, TEMP <br /> COMMERCIAL, „ <br /> TEMP INDUSTRIAL 15 40 2AC/66 pp <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 P,/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 By Approved by <br /> 1 Feb. 19 1: PD DRIVEWAYS _ <br /> i <br /> Drawn 6y RURAL AGI & 1E M F <br /> - <br /> JI-,.�.) <br /> Checked Cy <br /> COUN ---��-- _ -{ <br /> I�� OF <br /> �N JOAQUIN SEPT. 991 <br /> Scale �C�, l _--- c- 'JSUC WORKS <br />