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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2020_Driveway Permits_PS-2001001 thru PS-2001500_ - PS-2001493
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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2020_Driveway Permits_PS-2001001 thru PS-2001500_ - PS-2001493
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Last modified
4/19/2023 9:28:19 AM
Creation date
4/19/2023 9:24:00 AM
Metadata
Fields
Template:
Permits_Development
DocName
PS-2001493
Category07
Encroachment(EP)/Driveway(DW) Permits
Year2
2020
Notes2
2106 W. Waudman Ave. Stockton
Address
2007 Autumn Oak Pl., Stockton,CA 95209
Application
Tran Mariann
Type
Driveway Encroachment
Supplemental fields
APN
08018008
Cross Ref
PWP110005
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R/W <br />------tom-- <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 />Nlaterial per - <br />chart below <br />�R/W <br />12" Min dia cross <br />pipe when .required <br />(See notes 5 & 6) <br />25' R <br />Edge of existing pavement <br />E�UI�,�L DRfV'EWA`i <br />TYPE: <br />W <br />STRUCTUF�AI_ SECTICN <br />PCC <br />AC ARIOin) <br />(Min) <br />(MI n) <br />(Hax) <br />Rural' <br />Residential <br />12 <br />25' <br />5 <br />17„ <br />2Ac/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 />pavemen� 1 <br />0.5' Mini <br />Existing--� hVar <br />pavement I <br />O <br />Variable slope (10% rnax)� <br />to meet existing ground <br />��aTiarJ A ---A <br />NOTES: <br />1. Flowline of pipe shall be a nein 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 />OT <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 />and a ma» <br />the <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 />P�aximum 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 />nF�i.�i���yrp�i�� <br />�i� lu.>> yM� J�i ���`� {Vi, <br />VI VJh i:ii 111 Ull el'k. fi Vjr 4,11 L�ir F,:IUVIiCt� ijn A�iiflVly IM),° ff u fi iAL <br />No.1 Revision Description die <br />COUNTY OF SAAT .1"QAQ JIA <br />r <br />DEP,4RTVIE�iT OF PUBLIC ��/ORKS <br />_ .Date: DIL.0 20 i 4 -i• �Ya L <br />
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