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Existing Var. Existing Var. <br /> pavement pavement <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---�{ f R/W <br /> o�me <br /> Alternate edge Res. 15' R <br /> Comm. 25' R <br /> Ditch flowline� <br /> --- ------------ ----------- 12" Min. diameter cross <br /> pipe when required. <br /> Material per (See notes 5 & 6) <br /> chart below <br /> ----------- <br /> Set pipe in line with <br /> ditch at VEdge of existing pavement <br /> c <br /> existing A <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' 2A" /41' 4" <br /> AG, TEMP <br /> COMMERCIAL, /6 6 <br /> 'f " <br /> TEMP INDUSTRIAL 15 40 2AC AB <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 /> No. Revised By DRIVEWAYS — <br /> 1 Feb. 1996 PD <br /> - I_ RRAI__., AG, & TEMP <br /> Drown by JLP <br /> Checked b.!_ COUNTY OF SAN JOAQUIN z_. �`� SEPT. T991 <br /> � . TMENT C OUBUC WORKS <br /> Sccle i : (1!' JC: <br /> ,I i r <br />