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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2015_PS-1501501 thru PS-1502000_ - PS-1501923
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PS-1501501 thru PS-1502000
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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2015_PS-1501501 thru PS-1502000_ - PS-1501923
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Last modified
6/15/2021 4:37:40 PM
Creation date
12/31/2015 4:53:24 PM
Metadata
Fields
Template:
Permits_Development
DocName
PS-1501923
Category07
Encroachment(EP)/Driveway(DW) Permits
SubCategory07
2015\PS-1501501 thru PS-1502000
Year2
2015
Supplemental fields
Applicant
AT & T - FRESNO
Contracts
CrossReference
Description
ENCROACHMENT PERMIT
DocCategory
Permit Applications (PA)
Notes
Owners
Parcel Address
ALPINE RD 2,640' S/O LIVE OAK RD
Primary Parcel
Type (2)
PS-1501923
Tags
Permits_Development
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See Note I Below <br /> Ev <br /> "isting- <br /> _\ ---I �---W' Min <br /> 6" Min 6 Pavement <br /> (Typ) <br /> lyp) <br /> 3;_Opp <br /> KR <br /> See Note 2 Below <br /> /<Fs� <br /> -hpact in 12" rnax---7--N� 3'-0" <br /> Coy XX <br /> 2/ layers to a min relative <br /> --- <br /> ------ \; compaction of 95% --------- <br /> A / <br /> ---------- �fl--------- Var <br /> under pavement sand <br /> Var ---- /<X 90% outside pavemenL. <br /> X:\-Compact in 24" rear.�\ layers' to a min I-E�I_ e atiV ODS-12" <br /> OD/2 compaction of 85%. X <br /> Compact in 6" layers <br /> to a min relative <br /> compaction of 90%. <br /> 10" Min � 10 M i n 10" Min— —10" Min <br /> OD OD <br /> Mnij� <br /> Min <br /> RIGID CONDUIT ELEXIBLE CONQUIT <br /> NOTES: <br /> 1. New pavement shall be I " thicker than existing pavement, minimum. <br /> of 0.25 - Ft. 'New base shall be I" thicker than existing <br /> base, min of 0:50 Ft, <br /> 2. Select native material or imported gran-ular material as approved by the Director <br /> of Public Works. Backfill with materials equal to or better than the Lhe existing <br /> pavement and base in quality. <br /> 3. Relative compaction' of materials shall be tested in accordance with <br /> the- State of California, Dept. of Transportation Testing Manuals, test <br /> method No. California 216 or 231. <br /> 4. All existing pav6ment shall be. neatly cut to line prior to trench excavation. <br /> L <br /> 5. Jetting or ponding will be permitted within the street right-of-way 'with <br /> a 3 year bond, when approved by the Director of Public Works. . . <br /> 6. When shown by soil composition and compactability, ninety percent (90%) <br /> compaction may be used, when approved by "-.he Director of -Public Works. <br /> 7-. Special bedding and backfill requirements may be shown on-the plans or <br /> specified in the special provisions. <br /> Approved by: <br /> TYIP-CAL TRENCH BAC KPILL <br /> -A <br /> No.. Revision Description Date <br /> 'C <br /> AI �N <br /> COUNTY OF SAN -TOAQULV <br /> DEPARTMENT OF PUBLIC JVORKS <br /> foxYOU <br /> Date: DEC 2014 Std- Dwg. No. R-29 <br />
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