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2014-10-17_REVISION - M1997039
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2014-10-17_REVISION - M1997039
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Entry Properties
Last modified
6/15/2021 6:00:22 PM
Creation date
10/20/2014 8:18:05 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1997039
IBM Index Class Name
Revision
Doc Date
10/17/2014
Doc Name
Updated Conversion Documents
From
Wyatt Redi-Mix Company
To
DRMS
Type & Sequence
CN1
Email Name
PSH
Media Type
D
Archive
No
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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. to 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 . 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 . �y <br /> 34 . -The Permittee shall install a new R nor -CZQ=r_41 Jat-,-_ <br /> �5,. All culverts installed in open ditches shall have flared end <br /> sections . <br />
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