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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2020_Driveway Permits_PS-2001001 thru PS-2001500_ - PS-2001474
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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2020_Driveway Permits_PS-2001001 thru PS-2001500_ - PS-2001474
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Last modified
4/19/2023 8:09:22 AM
Creation date
4/19/2023 8:06:42 AM
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Template:
Permits_Development
DocName
PS-2001474
Category07
Encroachment(EP)/Driveway(DW) Permits
Year2
2020
Notes2
24427 N. Leadstone Dr. Acampo
Address
5426 Gladstone Dr., Stockton,CA 95219
Application
Phan Loann K.
Supplemental fields
APN
00536004
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R/W <br />- <br />Alternate edge ,� t <br />Set pipe in line witii--� <br />existing ditch at <br />elevation 0.25' to 0.50' <br />below existing f towline <br />Ditcl'I flovdli I <br />12" Nin dia cross <br />pipe when .req�iired <br />(See notes 5 <br />G) <br />25' R <br />Material per -J ( tip: <br />chart below Edge of existing pavement <br />IUIn�AL DRI\,'E WA <br />TYC'�:. <br />V+i <br />�TC�I.Il�TUC�f;I_ S�CT(��i <br />PCC <br />AC%AB� n) <br />(k4in) <br />(IF�ax; <br />Rural <br />Residential <br />12'25' <br />2" <br />Ar/4 <br />AB <br />Commercial, <br />2" „ <br />Agricultural and <br />15' <br />40' <br />Ac/GAB <br />g" <br />Industrial <br />E;.isting <br />pavemei- <br />0.5 <br />NOTES: <br />1. Flowline of pipe shall be a min of 3" belovd ditch flov, line <br />of I /2 the diameter of the pipe, below ditch flowline. <br />At an intersection, no driveway shall be placed within 30' <br />point of intersection of the master planned R/W lines. <br />Driveways shall be at right angles to the street. <br />Existing <br />pavement <br />\/ariable <br />to meet <br />A --- f <br />slope (10% mox) <br />existing ground <br />t� <br />3 <br />4 <br />and a max <br />of the <br />Circle driveways are to be no closer than 75' betv,�een centers (residential) <br />or i;0' between centers (commercial). <br />When cross pipe is used, it shall e>;terid a minimum of 3' past the toe of fill <br />slopes of tide driveway, all fill shall be compacted to 95% relative: compaction. <br />h,laximum fill slope 2:1. <br />Pipes sl-Iall be Class 2 (ipTiin) 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 />�`�'fit.�ai�ab3L'.iL•�' �_�i9 `�iFil�.�'i'�.,l. <br />���� <br />I' '��r� ii=� _� 'k� i€ <br />p �I f� I 1 , ri r. r, .6-',F Ail f•�L,�-..'f .. ! �L�.t�%if 1 <br />1,11= G. �<?1 n1'l i_ : r_ fl �l':rl! U 14 iI GCl l <br />mn Desolation T oai:e <br />DEPARTMENT OF <br />PUBLIC «'OI?KS <br />- Date: DEC 201 <br />b `-'tG. [)wc; I'�ri• �`ji = ti ��'� i __ <br />
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