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ExistingVar. Existing <br /> pavement pavement Var. <br /> Min. 0.5' Variable slope (10% mox.) <br /> to meet existing ground. <br /> SECTION A-A <br /> A <br /> Rive -. w----, Rive <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 /> - - - - - - - - - = _- <br /> Set pipe in line with — — — — — — — <br /> existing ditch at Ed e <br /> elevation 0.25' to 0.5' A 9 of existing pavement <br /> below exist. flowline. <br /> RURAL DRIVEWAY <br /> TYPE W STRUCTURAL SECTION <br /> RURAL OR TEMP (Min.) (MOX.) . (Min.) ACAs (Min ) PCC <br /> RESIDENTIAL 12' 25' 2's /4" <br /> AB 4 <br /> AG, TEMP <br /> COMMERCIAL, <br /> TEMP INDUSRIAL 15� 40' 2" ' <br /> • ac/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' 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 requiremen-t. <br /> MNONE <br /> DRIVEWAYS APWO-d byRURAL, AG, & TEMP COUNTY OF SAN JOAQUIN ��a SEPT.` 1991 DEPMTuEK of PUMX yjOFM <br /> °ra.Ln "°• R — 17 <br />