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Existing Var. <br /> pavement 7 �� Existing <br /> ..� pavement Var. <br /> O <br /> Min. 0.5' Variable slope (107. max.) <br /> to meet existing ground. <br /> SECTION A--A <br /> A <br /> R/W W —�{ R/W <br /> Alter Nbelow (See <br /> � ----® <br /> nate edge . 15' R <br /> Ditch flowline '� m. 25' R <br /> --- ------- - -------- --------- <br /> 12" Min. diameter cross <br /> MatPipe when required. <br /> chanotes 5 & 6) <br /> Set pipe in line with <br /> existing ditch at <br /> elevation 0.25' to 0.5' A Edge of existing pavement <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' /4" 4" <br /> AG, TEMP —AC AB <br /> COMMERCIAL, , <br /> TEMP INDUSTRIAL 15 40 <br /> _AC/6 AB 6pp <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 RIIN 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 <br /> 1 Feb. 199E PD DRIVEWAYS pwoed by <br /> RURAL, oro f Fc wws" r <br /> Drown by JL.E:� ... _. <br /> Checked by <br /> COUNT) OF SAN JO �: - - <br /> s�are '`f(?i ; JOA :: SEPT. 991 <br /> .' TMENT C,"'C <br /> .. lBLIC WORKS — -1 <br /> _'---' <br />