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Existing Var. Existing <br /> pavement pavement Var. <br /> O <br /> Min, 0.5' Variable slope (10% max.) <br /> to meet existing ground. <br /> SECTION A-A <br /> 7- <br /> A <br /> R/W — _-�R/W L12" <br /> Alternate edge Ditch flowline '�--- ------- - --------- <br /> --- --------- - ----------- meter cross <br /> equired.Material per5 & 6) <br /> chart below <br /> ---- ----- -- - - — <br /> Set pipe in line with <br /> existing ditch atA Edge of existing pavement <br /> elevation 0.25' to 0.5' <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' 2" /4AB 4' <br /> AG, TEMP <br /> COMMERCIAL, 11 <br /> TEMP INDUSTRIAL 15> 40> 2»AC/6)9 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' 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 /> Approved by <br /> No. Revised BY <br /> 1 Fe ID. 199p PD [DRIVEWAYS <br /> - - i_ RURAL_ AG, & TLE�I II <br /> Drawn by J I } <br /> Checked by� COUN I'4 OF SAN JOAQUIN �`�_ SEPT 1991 <br /> D <br /> Scale 'r D. n: iMENi C:.i'UBUC WOWS � <br /> i.ir D c�^9 No. (' <br />