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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 R/W <br /> Alternate edge Res. 15' R <br /> Comm. 25' R <br /> Ditch flowline <br /> --- -------- - --------- <br /> --- ---------- - ----------- 12" Min. diameter cross <br /> pipe when required. <br /> Material per (See notes 5 & 6) <br /> chart below <br /> Set pipe in line with <br /> existing ditch t � Edge of existing pavement <br /> g aA <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' 2Ac/411 4" <br /> AB <br /> AG, TEMP <br /> COMMERCIAL, )) <br /> TEMP INDUSTRIAL 15 40 211 /6" 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 /> Awo"d by <br /> No. No. Revised Sy DRIVEWAYS <br /> r 1 Feb. 1996 PID _ or or Pvwlli W ; <br /> �- RURAL_, AG; & TEMP <br /> P <br /> Draw Drawn by J L D <br /> Chec Fhecked by - � COUN`i`l/ OF SAN JOAQUIN — -- � `� SEPT. f 991 <br /> _.. <br /> n•,�r.• PcF;d?AIENT Cr i'LiBLIC WORKS <br /> Scala <br /> O:cr.-n9 N0. R , <br /> Scala Sl ---=�..:_.__,.-____. --'----- ----------- C r <br />