My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2014-05-20_REVISION - M1997039
DRMS
>
Day Forward
>
Revision
>
Minerals
>
M1997039
>
2014-05-20_REVISION - M1997039
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/15/2021 6:00:19 PM
Creation date
5/20/2014 11:18:25 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1997039
IBM Index Class Name
REVISION
Doc Date
5/20/2014
Doc Name
Conversion application CN01
From
Wyatt Redi-Mix Co.
To
DRMS
Type & Sequence
CN1
Email Name
TAK
PSH
Media Type
D
Archive
No
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
69
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
DATE: April 29, 1997 <br />ACCESS PERMIT NUMBER 397051 - SHEET 4 <br />ISSUED TO: Williams Livestock <br />TERMS AND CONDITIONS (CONT'D) <br />25. Pursuant to section 4.10.2 of the State Highway Access Code, <br />the access roadway shall not exceed a maximum grade of 10 <br />percent within the highway right -of -way, as measured 50 feet <br />beyond the pavement edge and extending to the right -of -way <br />line. The access vertical grade shall be designed and <br />constructed in conformance with the Department M & S <br />standard M- 203 -1. <br />26. The design of the horizontal and vertical sight distance <br />shall be no less than the minimum requirements, as provided <br />in section 4.9 of the State Highway Access Code, 2 CCR <br />601 -1. <br />27. All required access improvements shall be installed prior to <br />the herein authorized use of this access. <br />28. The access shall be surfaced immediately upon completion of <br />earthwork construction and prior to use. <br />29. Compaction of subgrade, embankments and backfill shall be in <br />accordance to section 203.07 of the Department's standard <br />specifications. <br />30. The surfacing shall meet the Department's specifications <br />with the following material placed for final grade: 12 <br />inches ABC, Class 1; 6 inches ABC, Class 6 and 4 inches of <br />Hot Bituminous Pavement (Grading C or CX) placed in the <br />following lifts: 2 - 6 inch lifts Class 1; 1 - 6 inch lift <br />Class 6; 2 - 2 inch lifts HBP. <br />31. Slopes shall be at a 6 t 1 ratio on the roadway and a 6 to <br />1 ratio on the approach. <br />32. No drainage from this site shall enter onto the State <br />Highway travel lanes. The Permittee may be required to <br />detain all drainage in excess of historical flows on site. <br />33. <br />All existing drainage structures shall be extended, modified <br />or upgraded, as applicable, to accommodate all new <br />construction and safety standards, in accordance with the <br />Department's standard specifications. <br />-The - Permittee shall install a new 111 jnr-h n r <br />�brijz a mAral � <br />All cLlverts installed in open ditches shall have flared end <br />sections. <br />
The URL can be used to link to this page
Your browser does not support the video tag.