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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2022_Driveway Permits_PS-2201501 thru PS-2202000_ - PS-2201510
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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2022_Driveway Permits_PS-2201501 thru PS-2202000_ - PS-2201510
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Last modified
11/18/2022 10:29:46 AM
Creation date
11/18/2022 10:18:52 AM
Metadata
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Template:
Permits_Development
DocName
PS-2201510
Category07
Encroachment(EP)/Driveway(DW) Permits
Year2
2022
Notes2
25251 S. Lammers Rd.; W/S of Lammers Rd., Approx 2295' N/O
Address
615 13th Street, Suite B5, Modesto,CA
Application
Sabino Urrutia
Type
Driveway Encroachment
Supplemental fields
APN
20925041
Cross Ref
PWP110005
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RW <br />Alternate edge <br />Set pipe in line with <br />existing ditch at -� <br />elevation 0.25' 0.50' / <br />below existing flowline �9 <br />Ditch flowline <br />A �4- "-I <br />— W <br />/-R/W <br />12" Min dia cross <br />pipe when required <br />(See notes 5 & 6) <br />R <br />Material per -� <br />chart below A �4 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 AB <br />Commercial, <br />20 10 <br />2AC 6AB <br />Agricultural and <br />15' <br />40' <br />6" <br />Industrial <br />pavement <br />Existin�Var� Existing �+—Var� <br />g pavement <br />O <br />Variable slope (10% max)- <br />0.5' Min 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 />D�GAI���NAYS E, T <br />Working for YOU <br />YPE D & E <br />"R i4Un1LPVV 11 UTIAL AND RURAL No.1 Revision Description Date <br />COUNTY OF SAN JOAQUIN <br />DEPARTMENT OF PUBLIC WORKS <br />Date: DEC 2014 Std, Dwg. No, R-17 <br />
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