My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2015_PS-1500000 thru PS-1500500_ - PS-1500015
PublicWorks
>
- PUBLIC SERVICES
>
PERMITS & DEVELOPMENT
>
Encroachment(EP)/Driveway(DW) Permits
>
2015
>
PS-1500000 thru PS-1500500
>
Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2015_PS-1500000 thru PS-1500500_ - PS-1500015
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/15/2021 4:31:38 PM
Creation date
12/31/2015 1:52:25 PM
Metadata
Fields
Template:
Permits_Development
DocName
PS-1500015
Category07
Encroachment(EP)/Driveway(DW) Permits
SubCategory07
2015\PS-1500000 thru PS-1500500
Year2
2015
Supplemental fields
Applicant
AT&T - FRESNO
Contracts
CrossReference
PWP730079
Date Entered
1/6/2015
Description
ENCROACHMENT PERMIT
DocCategory
Permit Applications (PA)
Notes
Owners
Parcel Address
E/S N SACRAMENTO BLV 16' N/0 W PINE ST
Primary Parcel
Type (2)
PS-1500015
Tags
Permits_Development
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
16
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
Show annotations
View images
View plain text
-See Note I Below <br /> Ekisting <br /> M <br /> nt 6 <br /> (Typ) Paveme " Min <br /> T yp) <br /> 0 See Note 2' Below <br /> 3P <br /> Compact in 12" max 3'-0" <br /> / <br /> layers to a min relative <br /> IX <br /> X <br /> ------------- compaction of 95% ---------- <br /> ---------- <br /> --------- Va r <br /> -- - under pavement and <br /> Var 90% outside pavement. <br /> Compact in 24" m 0 +1221 <br /> layersto a min relative <br /> OD/2 compaction of 85%. <br /> Compact in 6" layers <br /> to a min relative <br /> compaction of 90%. <br /> 10 Min -9-10" Min 10" Min 0" Min <br /> 01) OD <br /> + 20" Min <br /> + 20 . Min <br /> RIGID CONDUIT FLEXIBLE CONDUIT <br /> NOTES: <br /> 1. New pavement shall be 1" thicker 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 granular 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 q6ality. <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 /> 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 compact ability, ninety percent (90%) <br /> compaction may be used, when approved by the Director of -Public Works. <br /> T. Special bedding and backfill requirements may be shown on' the plans or <br /> specified in the special provisions. <br /> Approved by: <br /> TVIPCAL TREENCH BACKFU <br /> t.I .AL li No. Revision Descri tion Date <br /> NOV. COUNTY OF SAN JOAQULV <br /> DEPARTMENT OF PUBLIC WORKS <br /> %VG,&,-Wg for YOUDate: 'DEC.201 4 S.W. Dwg. No. <br />
The URL can be used to link to this page
Your browser does not support the video tag.