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Var <br /> pcverr,cnt Existing <br /> pavement Var. <br /> Min. 0.5" <br /> Variable slope (10% max.) <br /> to meet existing ground. <br /> SECTION A-A <br /> A <br /> w <br /> W R/W <br /> Alternate - - - -- <br /> edge — - <br /> � <br /> Ditch flowline Res. 15' R <br /> '� Comm. 25' R- --- ------- --------- <br /> ----- 12" Min. diameter cross <br /> Material per pipe when required. <br /> chart below See notes 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. <br /> lac/4 AB 4., <br /> AG, TEMP <br /> COMMERCIAL, <br /> TEMP INDUSTRIAL 15' 40' <br /> . 2 A/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' <br /> post slopes of the driveway, all fill shall be compacted to 959 relativehCome of fill <br /> Maximum fill slope 2:1. ,yZZ , <br /> 6. Pipes shall be Reinforced Concrete, or 0.079"Pol anized Corrugatedeel pin. <br /> C'LA551l A�,r?EG�SASE, <br /> the size varies according to the hydroulic requirement. Steel pipe, <br /> Ho. RMwd af <br /> 1 Feb. 1996 PD DRIVEWAYS Apw— bf <br /> °ro'" °� JLD <br /> RURAL, AG, & TEMP *1 ` ` " <br /> -Ock°d <br /> S`°'° COUNTY OF SAN JOAQUIN <br /> sra�s °°'° SEPT. 19 91 <br /> NONE DEPAMEW OF auBM <br /> No. <br /> R - 17 <br />