My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2018_PS-1800000 thru PS-1800500_ - PS-1800241
PublicWorks
>
- PUBLIC SERVICES
>
PERMITS & DEVELOPMENT
>
Encroachment(EP)/Driveway(DW) Permits
>
2018
>
PS-1800000 thru PS-1800500
>
Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2018_PS-1800000 thru PS-1800500_ - PS-1800241
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/16/2021 9:21:42 AM
Creation date
3/20/2019 10:25:14 AM
Metadata
Fields
Template:
Permits_Development
DocName
PS-1800241
Category07
Encroachment(EP)/Driveway(DW) Permits
SubCategory07
2018\PS-1800000 thru PS-1800500
Year2
2018
Address
GOLDEN GATE/SUTRO
Application
AT&T - FRESNO
Supplemental fields
APN
PS-1800241
Cross Ref
PWP730079
Type (2)
Encroachment Permit (EP)
Tags
Permits_Development
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
11
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).
Download electronic document
Show annotations
View images
View plain text
Note 1 <br />y <br />G" Nhr—1 IG- 6'Pavemeg <br />(TYp).. I 6_ Min <br />3, Os ;\ \ See Note 2 Below \ \\ <br />Compact in 12" max <br />layers io, G. nein relative r <br />Con <br />CtiOn Of <br />�\ \ <br />under apavemen s and \------- \\ Var <br />Var 90% outside pavement.. \� <br />Compact in 24" Max <br />} O \ layersto ❑ min relative �\ O� \� OD+12" . <br />OD/2 �\ \\ compaction of 85%. i <br />Compact in 6" f❑Y ers '` \' \� <br />T to a min relative \\,\;\ \ <br />compaction of 9D7. <br />10" M,inOD 10" Min 10" Min t— — <br />OD— . <br />`OD 10" Min <br />+ 20 Min OD <br />20" Min <br />RIGID € ONDUIT ELE f F C.� PDul i <br />NOTES - <br />I. New pavement shall be 1" thicker than existing pavement, minimum. <br />of '0.25 Ft. New base shall be 1" thicker than exsting base, min of 0.50 RL <br />2. Select native material or imported granular materiaJ 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. Pelative compaction of materials shall be tested .in accordance with <br />the- State of Califomia, Dept, of transportation Testing Manuals, ,.test <br />method No. California 216 or 2311. <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—way with <br />C1 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 the Director of 'Public Warks. <br />7. Special bedding and backfill requirements rnoy be shown on the plans or <br />specified in thespecial provisions. <br />�i�nrF� Frit- �f€t'�J <br />.. M -GAL THEMCH BACKFILL <br />COU 77 OF SAN 10AQ111W1 <br />DEPARTMENT OF PUBLIC Wop]TS <br />Date: DEC 2014 <br />Dwg. No. R-29 <br />
The URL can be used to link to this page
Your browser does not support the video tag.