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A <br />w <br />Alternate edge ��- --- <br />Set pipe in line with <br />exisung ditch at —/- <br />elevation 0 25' to 0 50 <br />below existing flowline <br />NOTES <br />�l�/w <br />12" Min dio cross <br />pipo when equii ed <br />(See noLes 5 & 6) <br />Ditch Ilowline <br />�- Maienal ter <br />churl below A Edge of existing pavernent <br />NUNN. UNIVI-WAY <br />FYPF W S TRU IURAi SH-FION Pff, <br />- — (narn) (Max) A(VARAin) --- (Mm) <br />Re12' 25 2'° /4" 4" <br />RG'sidSldentlq AC AB <br />Commercial, - --- - _— - 2" %6„ -- — <br />Agricultural and 15' 40, AC AB 61, <br />Industrial <br />Existing- Vur - Existing -' Vat - <br />pavement PCIN lent <br />0.5' Mini Variable slope (10% max) <br />to meet existing ground <br />�-)FC ION A --,A <br />1. Flowline of pipe shall be a min of 3" below ditch flowline and a max <br />of 1/2 the diameter of the 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 3' 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 Class 2 (min) RCP, or 0.079" Galvanized Corrugated Steel pipe, <br />the size varies according to the hydraulic requirement. <br />7. Fire access roads and driveways shall comply with the Son Joaquin County <br />Fire Chiefs Association, fire access road standards. <br />FOR ARMU _TURAk AND RUM <br />COUNTY OF SALIV 10AIN <br />DEPARTMENT On PUBLIC WORKS <br />Working for YOU - - ,te DEc zoI <br />Approved by: <br />' Y <br />INo. Revision Description <br />I <br />Sul. Dwg No, <br />