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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2020_Driveway Permits_PS-2001001 thru PS-2001500_ - PS-2002187
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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2020_Driveway Permits_PS-2001001 thru PS-2001500_ - PS-2002187
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Last modified
4/19/2023 1:16:09 PM
Creation date
4/19/2023 1:11:10 PM
Metadata
Fields
Template:
Permits_Development
DocName
PS-2002187
Category07
Encroachment(EP)/Driveway(DW) Permits
Year2
2020
Notes2
7947 E. Orford Rd., Stockton
Address
367 Hinkley Ave., Stockton,CA 95215
Application
Juan Pacheco
Type
Driveway Encroachment
Supplemental fields
APN
10126036
Cross Ref
PWP110005
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R/VV� W <br />$'3w <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 />Material per - <br />chart below <br />rt1/��� LJ�4V �VV <br />Edge <br />/1.2" idin dia cross <br />pipe when required <br />(See notes 5 & 6) <br />25' R <br />existing pavement <br />Tl`F'� <br />W <br />a�h�UC`FUR��L. S�C�ICI�! <br />PCC <br />AC A&,Min) <br />(Min) <br />(Min) <br />_ <br />(Max) <br />Rural <br />Residential <br />12 <br />, <br />25 <br />» as <br />2Ac/4AB <br />Commercial, <br />Agricultural and <br />15' <br />40' <br />2" /6" <br />AC AB <br />6" <br />Industrial <br />E>;isting <br />pavemer <br />Existing �Var—+� <br />pavement <br />Variable slope (10% mar,) <br />to meet existing ground <br />t\OTES: <br />of <br />1. Flowline of pipe shall be a min of 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 30of <br />' <br />point of intersection of the master planned R/W lines. <br />Driveways shall be at right angles to the: street. <br />3" <br />2 <br />3 <br />4- <br />and a max <br />the <br />Circle driveways are to be no closer than 75' between centers (residential) <br />or 80' between renters (commercial). <br />5. Yhen dross 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 />Maximurn fill slope: 2:01. <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 roods and driveways shall comply with the San Joaquin County <br />Fire Chiefs Association, fire access road standards. <br />Approved by: <br />kiv�l I: �. � ��' 1:�:� F II� � ll'� ��� 6I�: Ci� I�'!• ��' 6� a]�I ��1L. �N <br />�. <br />IN%f7 n1i i! Fier• (Ul� E« 11- Vd� 1171��ti. 111L��4.10ti1 1fd 1`11 1113 <br />bEPARTAG`EI��T aF PiJBLIC �'aRKS <br />Date; DEC 201 �+ <br />ear <br />
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