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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2020_Driveway Permits_PS-2001001 thru PS-2001500_ - PS-2001084
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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2020_Driveway Permits_PS-2001001 thru PS-2001500_ - PS-2001084
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Last modified
3/21/2023 4:23:54 PM
Creation date
3/21/2023 4:21:56 PM
Metadata
Fields
Template:
Permits_Development
DocName
PS-2001084
Category07
Encroachment(EP)/Driveway(DW) Permits
Year2
2020
Notes2
16475 S. Tide Rd.; W/S of Tide Rd. 150' S/O French Camp Rd.
Address
PO Box 131, Ripon,CA 95366-
Application
Dejong Chad & Jennifer
Type
Driveway Encroachment Permit
Supplemental fields
APN
20310017
Cross Ref
PWP110005
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R/W W <br />Alternate edge <br />pip <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 />---tR/IN <br />12" Min dia cross <br />e when required <br />(See notes 5 & 6) <br />25' R <br />Material per <br />chart below A Edge of existing pavement <br />RURAL DRIVEWAY <br />TYPE <br />W <br />STRUCTURAL SECTION <br />PCC <br />(Min) <br />(Max) <br />AC/AB(Min) <br />(Min) <br />Rural <br />12' <br />25' <br />2" /4" <br />4" <br />Residential <br />AC As <br />Commercial, <br />2" /6" <br />AC AB <br />Agricultural and <br />15' <br />40' <br />6" <br />Industrial <br />Existing tVart Existing -Var� <br />pavement pavement <br />0 <br />0.5' Min Variable slope (10% max)7� <br />to meet existing ground <br />SECTION A -A <br />NOTES: <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 San Joaquin County <br />Fire Chiefs Association, fire access road standards. <br />l�0 W 0 v E � <br />1 j HAWAYS ll S . I11 U' 5 <br />�1 �f�� LoY E <br />Worlong for YOU <br />jH /1�� <br />[ AU62HGUL IL "n`I �l u"� <br />In " Nn RPMR!nn necarintion FDate <br />COUNTY OF SAN .T®AQUIN <br />DEPARTMENT OF PUBLTC WORKS <br />Cate: DEC 2014 <br />
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