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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2015_PS-1502001 thru PS-1502500_ - PS-1502031
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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2015_PS-1502001 thru PS-1502500_ - PS-1502031
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Entry Properties
Last modified
6/15/2021 4:38:06 PM
Creation date
12/31/2015 5:02:01 PM
Metadata
Fields
Template:
Permits_Development
DocName
PS-1502031
Category07
Encroachment(EP)/Driveway(DW) Permits
SubCategory07
2015\PS-1502001 thru PS-1502500
Year2
2015
Supplemental fields
Applicant
AT&T - FRESNO
Contracts
CrossReference
PWP730079
Date Entered
7/23/2015
Description
ENCROACHMENT PERMIT
DocCategory
Permit Applications (PA)
Notes
LOCATION 2) SOUTH SIDE OF E ARMSTRONG AV
Owners
Parcel Address
S/S ARMSTORNG AVE@PEARSON RD & 150' E/O E/O WEST L
Primary Parcel
Type (2)
PS-1502031
Tags
Permits_Development
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See Note 1 Delow <br /> —Existing— <br /> 'I <br /> xisting— <br /> G' MiG"-�� Pavement _\ --'I 6" <br /> (Typ)i IMin <br /> Mir, <br /> :....... .:., p <br /> \� See Note 2 Below <br /> 3'-0' \\ Compact in 12" max \ \ 3'-0" <br /> \ layers to a min relative \ <br /> _----- \\; compaction of 95% - ----_— _ �i <br /> _---____ under pavement and \ -------- \\ Var <br /> Var \\ --- _- \\ 90% outside pavemen.l.L.��, \\ <br /> 00 Compaq in 24" mar. y 12,� <br /> \� layers to a min refative OD <br /> OD/2 �\ \� "compaction of 85%. <br /> Co m p a c in 6 layers \; ;�\,�\,�\ <br /> to a min relative <br /> compaction of 90%:. n 5 <br /> 10" Min --OD ---10" Min 10°' I\IInY—OD 9y <br /> 10 Min <br /> OD OD <br /> + 20" Min 20" <br /> Min <br /> RIGID CONDUIT FLEXIBLE CONDL11 <br /> NOTES: <br /> 1. New pavement shall be 1" Lhicker than existing pavement, minimum. <br /> of 0.25 - Ft. 'New base shall be 1" thicker than existing 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 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 -resting Manuals, :test <br /> method No. California 216 or 231. <br /> 4. All existing pavement shall be. neatly cut to line prior to trench excavation. <br /> 5. Jetting or ponding will be permitted within the street right—of—vday with <br /> a 3 year bond, when approved by the Director of Public Works. <br /> 6. When shown by soil composition and compactabIlty, ninety percent (90%) <br /> compaction may be used, when approved by the; 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 /> U-2 <br /> Approved by. <br /> UP-CALM <br /> TV <br /> L z No. Revision Descri tion Date <br /> co <br /> ` �,� <br /> �{ OAQULV <br /> LWTY OF SAN J <br /> mvc�R. g for You WORKSDEPARTMENT OF PUBLIC WORKS <br /> Date: bEC.201 Std. Dwg. No. R-29 <br />
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