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.
|