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Roadway Design

General Notes

The following General Notes are cells that can be found in the roadway.cel library.

GN01
Roadway Plans have been designed utilizing the 2012 Construction Standard Drawing (C-Series) and current revisions. Refer to the 1A sheet for a listing of current revision dates.

GN02
R/W markers shall be furnished and placed by ADOT R/W Plans Section forces.

GN03
The project roadway shall be striped by the contractor in accordance with the current edition of the Signing and Marking Standard Drawings (M&S-Series) and the pavement marking plans.

GN04
The project roadway shall be striped by the contractor in accordance with the current edition of the Signing and Marking & Standard Drawings (M&S-Series).

GN05
For R/W information not shown, see Right of Way project No._ _ _ _ _ _ _ .

GN06
Bench markers will be furnished by the State and shall be placed by the contractor: Std C-21.20 .

GN07
Pavement lift thickness is nominal.

GN08
Where only the horizontal location of an existing utility is shown, the location is approximate. Where both the horizontal and vertical location of an existing utility is shown, the location has been verified by field survey methods. The contractor shall comply with all current Blue Stake laws and Section 107.15 of the Specifications.

GN09
GN09 has been removed from the library and is no longer in use.

GN10
Delineators, object markers and mile post markers shall be removed and reset as required.

GN11
The average project elevation is _ _ _ _ _ _ _ .

GN12
New Right of Way and easements are not required.

GN13
Changes in location or length of spillway or downdrain installation may be made by the Engineer to improve drainage conditions.

GN14
Survey Monuments in median must not be disturbed.

GN15
Slope rounding shall be applied per Std C-02 series unless otherwise noted.

GN16
Right of Way is not required. Specific use easements are required: see plans.

GN17
The pavement shoulders shall be treated with a rumble strip: see Traffic sheets.

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