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R/Vi/ <br />Alternate edge <br />Set pipe in line with <br />existing ditch at <br />elevation 0.25' to 0,50' , - -- — <br />below existing flowline - — — — - <br />Ditch flovtfline <br />Material per <br />chart below <br />Edge <br />IL� �j �fE4UV`i� <br />Min dia cross <br />pipe when required <br />(See notes 5 & 6) <br />25' R <br />of <br />existing pavement <br />— (Min) (Max) AC ARMin) (Ain) <br />Rural a" » <br />(Residential 12 25 a <br />2Ac/ AB _ <br />Commercial, 2" 6" <br />Agricultural and 15' 40' Ac/ AB 6" <br />Industrial <br />Existing <br />pavemen <br />NOTES: <br />1. Flowline of pipe shall be a min of 3" below ditch flowline <br />Cf 1/2 the diameter of the pipe, below ditch flowline. <br />At an intersection, no driveway shall be placed within 30' <br />point of intersection of the master planned R/W lines, <br />Driveways shall be at right angles to the street. <br />Existing <br />pavement <br />O <br />Variable slope (10% max) <br />to meet existing ground <br />SECT{Q�J A <br />-A. <br />2 <br />5. <br />6. <br />and a rnax <br />Circle driveways 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 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 />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 San Joaquin County <br />Fire Chiefs Association, fire access road standards. <br />��r`�" �ai�l! �� I��' 61 �1 f'I.� �I�: �'�COUNTY OF SAW JOAQU)P <br />DEl'ARTAdENT OF PU-13LiC WORTZS <br />crintion I Date <br />Date: DEC <br />Approved by: <br />201} Std. <br />Existing <br />pavemen <br />NOTES: <br />1. Flowline of pipe shall be a min of 3" below ditch flowline <br />Cf 1/2 the diameter of the pipe, below ditch flowline. <br />At an intersection, no driveway shall be placed within 30' <br />point of intersection of the master planned R/W lines, <br />Driveways shall be at right angles to the street. <br />Existing <br />pavement <br />O <br />Variable slope (10% max) <br />to meet existing ground <br />SECT{Q�J A <br />-A. <br />2 <br />5. <br />6. <br />and a rnax <br />Circle driveways 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 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 />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 San Joaquin County <br />Fire Chiefs Association, fire access road standards. <br />��r`�" �ai�l! �� I��' 61 �1 f'I.� �I�: �'�COUNTY OF SAW JOAQU)P <br />DEl'ARTAdENT OF PU-13LiC WORTZS <br />crintion I Date <br />Date: DEC <br />Approved by: <br />201} Std. <br />