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RIN, <br />Alternate edge /� T <br />Set pipe in line with-,. <br />existing ditch at <br />elevation 0.25 to 0.50' <br />below existing f towline <br />Ditch flovaline <br />Ivlaterial per <br />chart below <br />I 'W <br />Niin dia cross <br />pipe when required <br />(See notes 5 &h G) <br />25' R <br />\-Edge of existing pavement <br />Tl'P <br />ONTLItoot <br />TLJFt/,I_ <br />Ilk AB,k/Iin) <br />(hhin) <br />(Rhin) <br />(hh(3x) <br />Rural' <br />Residential <br />12 <br />205 <br />„ <br />2Ac/4AB <br />„ <br />4 <br />Commercial, <br />2Ac/GAB <br />Agricultural and <br />15' <br />40' <br />G" <br />Industrial <br />Existing– •�—Va <br />pavement 1 <br />0.5' Mini <br />MOTES: <br />1. Flovvline of pipe shall be a min or, 3" belov ditch flov line <br />of I /2 the diameter of the pipe, below ditch flo��line. <br />At an intersection, no driveway shall be placed within 30' <br />o'i <br />point of intersection of the master planned R/'Al lines. <br />Driveways shall be at right angles to the street. <br />Existing c Var---��=� <br />paven-ient <br />Variable slope (10% rnax)_x <br />to meet existing ground <br />2 <br />5 <br />G <br />and a mar, <br />t h e <br />Circle drivevvays are to be no closer than 75' between centers (residential) <br />or 80' between centers (commercial). <br />When cross pipe is used, it shall extend a n-lininlUM of 3' past the toe of fill <br />slopes of the driveway, all fill shall be compacted io 9.51 relative compaction.PJaximum rill slope 2:1. <br />Pipes shall be Class 2 (lTlin) 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 con�)ply with the San Joaquin County <br />Fire Chiefs Association, fire access road standards, <br />II11 99�� Lt 1k ll Approved by: <br />lit- � 1 fIllIzII ; 1 i1i11..0: LW <br />1"V�lI7=C�is�, r`.%`'+ r'" ✓; <! 1L/ `°iG= <br />No -— <br />P•!o. RevIQion Description Tl)ate <br />DEPARTMENT OF PU,BLI' <br />NOP.IS <br />--r)ats: DI_C; 0i_•+ 1 <br />`tra. <br />