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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2020_Driveway Permits_PS-2001001 thru PS-2001500_ - PS-2001606
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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2020_Driveway Permits_PS-2001001 thru PS-2001500_ - PS-2001606
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Last modified
4/19/2023 9:33:35 AM
Creation date
4/19/2023 9:30:55 AM
Metadata
Fields
Template:
Permits_Development
DocName
PS-2001606
Category07
Encroachment(EP)/Driveway(DW) Permits
Year2
2020
Notes2
24061 S. Austin Rd.; W/S of Austin Rd. 385' S/O West Ripon Rd.
Address
24661 S. Austin
Application
Bikram Sign
Type
Driveway Encroachment
Supplemental fields
APN
25724035
Cross Ref
PWP110005
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R/VJ <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 flowline <br />Material per <br />chart below <br />r-��— III <br />�R/VV <br />12 Min dio cross <br />pipe when required <br />(See notes 5 G) <br />25' R <br />�� _ Edge of existing pavernent <br />RURAL G�RIV'�1�f,a ►' <br />TYPO <br />`til <br />STRUCTUR,41_ S�CTIi�N <br />PCC <br />(Min) <br />(Max) <br />AC ARMin) <br />(Min) <br />Rural>) <br />Residential <br />12 <br />25> <br />2„ AC /4„ AB <br />4 <br />Commercial, <br />2" /6" <br />Agricultural and <br />15' <br />40' <br />Ac AB <br />6" <br />Industrial <br />Existing «Var '-- <br />pavement 1 <br />0.5' I�/in� <br />Existing Vai"---u� <br />pavement <br />O <br />Variable slope (10% max)�Z <br />to meet existing ground <br />NOTES: <br />1. Flowline of pipe shall be a min of 3" below ditch flowline <br />of 1/2 the diameter of the pipe, below ditch flowline. <br />At an intersection, no driveway shall be placed within 30' <br />of <br />point of intersection of the master planned R/W lines. <br />Driveways shall be at right angles to the street. <br />2 <br />3 <br />4 <br />5 <br />G <br />7 <br />grid a mar, <br />th <br />e <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' post the 'toe of fill <br />slopes of the driveway, all fill shall be compacted to 95% relative compaction. <br />P/laximum fill slope 2:1. <br />Pipes shall be Class 2 (rain) RCP, or 0.079" <br />Galvanized Corrugated Steel pipe, <br />the size varies according to the hydraulic requirement. <br />Fire access roads and driveways shall comply with the San Joaquin County <br />Fire Chiefs Association, fire access road standards. <br />Approve -.d by; <br />albfl9: tAv„It:f FU��$11LTtiltrL�I46'1,�Ia, ,1,'�;ILI <br />,IAID I?I ,�112119'_,1slim ., a 11 <br />DEP?-P.TMEVT Or PUBLIC \tiORKS <br />Date; DEC 201 �. g •_ 151t " � dh <br />
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