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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2015_PS-1502001 thru PS-1502500_ - PS-1502200
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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2015_PS-1502001 thru PS-1502500_ - PS-1502200
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Last modified
6/15/2021 4:38:43 PM
Creation date
12/31/2015 5:22:55 PM
Metadata
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Template:
Permits_Development
DocName
PS-1502200
Category07
Encroachment(EP)/Driveway(DW) Permits
SubCategory07
2015\PS-1502001 thru PS-1502500
Year2
2015
Address
W/S CRISMAN RD. APPROX.550'S/O VERNALIS
Application
CITY AND COUNTY OF SAN FRANCISCO
Supplemental fields
APN
PS-1502200
Cross Ref
PWP7110005
DocCategory
Permit Applications (PA)
Type (2)
Encroachment Permit (EP)
Tags
Permits_Development
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R/W A W R/fir,/ <br /> Alternate edge 12" Min dia cross <br /> Set pipe in line with pipe when required'` <br /> existing ditch at (See notes 5 & 6) <br /> ————————————- _ <br /> elevation 0.25' to 0.50' <br /> below existing flowline -—— ---------------- <br /> 25' R <br /> Ditch flowline <br /> Material per <br /> chart below A Edge of existing pavement <br /> RURAL DRIVEWAY <br /> TYPE W STRUCTURAL SECTION PCC <br /> (Min) (Max) AC/AB(Min) (Min) <br /> Rural <br /> Residential 12' 25' 2" /4" 4" <br /> Commercial, 2" 6" <br /> Agricultural and 15' 40' AC/ AB 6" <br /> Industrial <br /> Existing Var—►{ Existing �Var — <br /> pavemen� I pavement <br /> O <br /> 0.5' Mini Variable slope (10% max) <br /> to meet existing ground <br /> NOTES: <br /> SECTION A-A <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 /> 4;ZN <br /> Approved by: <br /> DRIVEWAYS - TYPE D & E <br /> FOR AGRICULTURAL AND RURAL <br /> No. Revision Descri tion Date <br /> COUNTY OF SAN JOAQUIN --.— <br /> wMidng ft YOU DEPARTMENT OF PUBLIC WORKS <br /> YOU Date: DEC 2014 Std. Dwg. No. R-17 <br />
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