My WebLink
|
Help
|
About
|
Sign Out
Home
pf_02736
Roseville
>
Planning Files
>
Old Numbering System (pre-2007)
>
PF2000 - PF2999
>
2700
>
pf_02736
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/17/2007 12:08:10 PM
Creation date
12/8/2004 12:39:24 PM
Metadata
Fields
Template:
Planning Files
Planning Files - Planning File #
2736
Planning Files - Type
Planned Unit Development
Address
1061 ROSELAWN AVE
Applicant
MASTERPIECE HOMES/GORDY HOW
PIN
142923220003
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
234
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).
View images
View plain text
<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />3.5 Excavatio~ <br /> <br />Excavation shall be performed by any recognized method <br />of good practice to complete the job in the most <br />expeditious manner. contractor shall take precautions <br />to insure no damage to existing facilities or equipment. <br />Excavation shall include all materials found within the <br />designated limits for excavation. <br /> <br />3.6 Fill Materials <br /> <br />Fill placed within structure and paving areas should <br />consist of approved materials which are free of organic <br />matter and debris. Any available and suitable granular <br />materials shall be reserved for use under structures and <br />street paving areas. Low plastioity cohesive soil or <br />granular soil should be used for fill. The liquid limit <br />of the low plasticity fill should be less than 45 <br />percent, and the plasticity index should be less than 22 <br />percent. <br /> <br />3.7 Grading <br /> <br />The area indicated shall be graded to the subgrades <br />as shown on the plans with special attention to proper <br />drainage. All fills and embankments shall be in <br />accordance with the following: <br /> <br />(1) Embankments shall be constructed in uniform lifts <br />or layers not exceeding eight inches of loose fill <br />and laid parallel to the finished surface. <br /> <br />(2) watering shall be provided, if necessary, to obtain <br />optimum moisture content, all to be done as <br />directed by the Engineer. <br /> <br />3.8 Compaction <br /> <br />Any material in the subgrade incapable of compaction to <br />densities as listed below shall be removed and replaced <br />with acceptable material. <br /> <br />(1) For streets - 95% standard Proctor Density. <br /> <br />(2) For unpaved areas, embankments, fills, and other <br />areas as specified - 90% Standard Proctor Density. <br /> <br />(3) For floor slab support in structure areas - 95% <br />stasndard Proctor Density. <br /> <br />(4) Undisturbed subgrade in cuts will not be compacted <br />unless the Engineer determines that compaction is <br />necessary. <br /> <br />2200-3 <br />
The URL can be used to link to this page
Your browser does not support the video tag.