Post on 14-Oct-2020
JANUARY 2007
ROADWAY
Nebraska Department of Roads
ESIGND
STANDARD NOTES
ADDITIONAL NOTES
SHEET NUMBER ADDITIONAL NOTE
STANDARD NOTES SHEET INDEX
SHEET
SHEET
SHEET
STANDARD NOTES SHEET INDEX
STANDARD NOTES SHEET NO. 1
STANDARD NOTES LIST
1
2
3
SHEET 4
SHEET 5
2H
BRGR
CPL
DNDT
DNSC
DNSH
DNSL
DNSN
DNST
SHIFT
EW01
EW02
EW03
EW04
EW05
EW06
EW07
EW08
EW09
EW10
EW11
EW12
EW13
EW14
EW15
EW16
PMP01
PLEG
SHEET 6 SNBOX
SNA
SN4
SN5
SN6
SN9
SN10
SN11
SN12
SN13
SN14
SN18
SN19
SN20
SN21
SN22
SN23
SN24
SN25
SHEET 7 SN26
SN27
- Information for all stationed horizontal alignments are shown on Sheet 2-H.
- For details of grading section at bridge site, see Special Plan _C.
- Culvert Pipe Legend
- Do Not Disturb Trees
- For Details not shown see County Road Plan & Profile Sheet
- For Details not shown see Highway __ Plan & Profile Sheet
- For Details not shown see Sheet 2-L.
- For Details not shown see Sheet 2-N.
- For Details not shown see Temporary Road Plan & Profile Sheet.
- Shifted Center Line.
- The Contractor may obtain material from Excess Excavation.
- WARNING: Fiber optic cable in area
- NOTES
- The Engineer shall relocate center line as shown.
- The Contractor will be required to furnish cohesive material
- Towers, Poles and Pull Boxes that are not numbered
- Locations of all aerial and underground utilities may not be indicated.
- Existing delineators on this project shall be removed and reset by State
- Existing guardrail & guard posts on project shall be removed by State.
- All existing guardrail on this project shall be removed by State.
- The Contractor will be required to furnish borrow.
- The Contractor will not be required to furnish borrow.
- The Contractor will be required to furnish waste areas for excess.
- All existing guardrail shall be used in place.
- The back fill at abutments shall be made by the Bridge Contractor.
- All existing delineators shall be removed by State.
- All permanent seeding shall be accomplished by State.
- * cubic yards Earthwork measured in embankment of which
- Existing cable guardrail was constructed in accordance with the details
- Existing cable guardrail was constructed in accordance with the details.
- Existing cable guardrail was constructed in accordance with the details.
- Embankment within State ROW,
- Embankment within State ROW.
- Embankment within State ROW.
- Embankment within State ROW.
- Embankment within State ROW.
- Embankment within State ROW.
- Embankment will be furnished.
- Embankment will be furnished.
- Embankment will be furnished.
- Embankment will be furnished.
- Embankment within State ROW.
- Embankment within State ROW.
- Additional embankment.
- Earthwork measured in embankment.
- Earthwork measured in embankment.
- Earthwork measured in embankment.
- Contractor may use alternate Culvert and Sewer Pipe materials.
- Preliminary Legend
STANDARD NOTES LIST
STANDARD NOTES SHEET NO. 2
2H
BRGR
CPL
DNDT
DNSC
DNSH
DNSL
DNSN
DNST
SHIFT
EW01.
EW02
EW03
EW04
EW05
EW06
EW07
EW08
EW09
EW10
EW11
EW12
EW13
EW14
EW15
EW16
PMP01
PLEG
SNBOX
SNA
SN4
SN5
SN6
SN9
SN10
SN11
SN12
SN13
SN14
SN18
SN19
SN20
SN21
SN22
SN23
SN24
SN25
SN26
SN27
- Information For All Stationed Horizontal Alignments are shown on Sheet 2-H.
- For Details of Grading Section at Bridge Site, see Special Plan _C.
- Culvert Pipe Legend
- Do Not Disturb Trees
- For Details not shown see County Road Plan & Profile Sheet
- For Details not shown see Highway __ Plan & Profile Sheet
- For Details not shown see Sheet 2-L.
- For Details not shown see Sheet 2-N.
- For Details not shown see Temporary Road Plan & Profile Sheet.
- Shifted Center Line.
- Embankment within State ROW at the following locations.
- Embankment within State ROW at the following locations
- Embankment within State ROW throughout the project.
- Embankment within State ROW throughout the project.
- Embankment within State ROW throughout the project.
- Embankment within State ROW throughout the project at the following locations.
- Embankment will be furnished by the Contractor, other than State ROW.
- Embankment will be furnished by the Contractor, other than State ROW.
- Embankment will be furnished by the Contractor, other than State ROW.
- Embankment will be furnished by the Contractor, other than State ROW.
- Embankment within State ROW throughout the project.
- Embankment within State ROW throughout the project at the following locations.
- Additional embankment within State ROW through the project.
- Earthwork measured in embankment furnished by the Contractor.
- Earthwork measured in embankment within State ROW, throughout project.
- Earthwork measured in embankment within State ROW at the following locations.
- Contractor may use alternate Culvert and Sewer Pipe materials.
- Preliminary Legend
- NOTES
- The Engineer shall relocate center line as shown.
- The Contractor will be required to furnish cohesive material
- Towers, Poles and Pull Boxes that are not numbered
- The locations of all aerial and underground utility facilities may not be indicated.
- All existing delineators on this project shall be removed and reset by State
- All existing guardrail & guard posts on this project shall be removed by State.
- All existing guardrail on this project shall be removed by State.
- The Contractor will be required to furnish borrow.
- The Contractor will not be required to furnish borrow.
- The Contractor will be required to furnish waste areas for excess.
- All existing guardrail shall be used in place.
- The back fill at abutments shall be made by the Bridge Contractor.
- All existing delineators shall be removed by State.
- All permanent seeding shall be accomplished by State.
- * cubic yards Earthwork measured in embankment of which
- The existing cable guardrail was constructed in accordance with the details
- The existing cable guardrail was constructed in accordance with the details.
- The existing cable guardrail was constructed in accordance with the details.
- The Contractor may obtain material from Excess Excavation.
- WARNING: Fiber optic cable in area
CELL NAME
2H
DNSN
DNST
DNSC
DNSH
DNDT
For Details not shown see Sheet 2-N
Place Horizontally on Plan Portion
of Plan & Profile Sheet.
Place Horizontally on Plan Portion of Sheet.
Place Horizontally on Plan Portion
of Plan & Profile Sheet.
Place Horizontally on Plan Portion
of Plan & Profile Sheet.
Place Horizontally on Plan Portion of Sheet.
Place Horizontally on Profile Portion
of Plan & Profile Sheet. (Where applicable)
Place Horizontally on Plan Portion
of Plan & Profile Sheet.
For Details of Grading Section at
Bridge Site, see Special Plan *.
For Details not shown see Temporary
Road Plan & Profile Sheet
For Details not shown see County Road
Plan & Profile Sheet
For Details not shown see Highway __
Plan & Profile Sheet
Information for all stationed Horizontal
Alignments are shown on Sheet 2-H.
STA. ___+__ TO STA. ___+__ ON RT.
DO NOT DISTURB TREES.
TYPE DESCRIPTION
1
2
3
4
5
6
7
8
RCSP
RCP
GCCMP
ACCMP
PCCMP
HDPE-CI
HDPE-SI
PVC
Reinforced Concrete Sewer Pipe
Reinforced Concrete Pipe
High Density Polyethylene (corrugated Interior)
High Density Polyethylene (smooth Interior)
Polyvinyl Chloride Pipe
CULVERT PIPE LEGEND
Galvanized (zinc) Coated Corrugated Metal Pipe
Aluminum Coated Corrugated Metal Pipe
Polymer Coated Corrugated Metal Pipe
CPL
BRGR
DNSL For Details not shown see Sheet 2-L
Place Horizontally on Plan Portion
of Plan & Profile Sheet.
SHIFT
STANDARD NOTES SHEET NO. 3
CELL NAME
Shifted < *’ Rt.
CELL NAME
EW01
EW02
EW03
EW04
EW05
EW06
EW07
EW08
EW09
EW10
EW11
EW12
SHEET NO. 4
CELL NAME
FOR INFORMATION ONLY
As indicated by the Cross-Sections,
Embankment will be required to con-
struct the earth portion of the
shoulder. This material is available
within State Right-of-Way, as directed
by the Engineer, at the following
locations:
FOR INFORMATION ONLY
As indicated by the Typical Section,
Embankment will be required to con-
struct the earth portion of the
shoulder. This material is available
within State Right-of-Way, as directed
by the Engineer, at the following
locations:
FOR INFORMATION ONLY
As indicated by the Typical Section,
Embankment will be required to con-
struct the earth portion of the
shoulder. This material is available
within State Right-of-Way, throughout
the Project, as directed by the
Engineer.
FOR INFORMATION ONLY
As indicated by the Typical Section,
Embankment will be required to con-
struct the earth portion of the
shoulder. This Embankment and material
needed for Roadway Grading will be
available within State Right-of-Way,
throughout the Project, as directed
by the Engineer.
FOR INFORMATION ONLY
As indicated by the Cross-Sections,
Embankment will be required to con-
struct the earth portion of the
shoulder. This material is available
within State Right-of-Way, throughout
the Project, as directed by the
Engineer.
FOR INFORMATION ONLY
As indicated by the Cross-Sections,
Embankment will be required to con-
struct the earth portion of the
shoulder. This Embankment and material
needed for Roadway Grading will be
available within State Right-of-Way,
throughout the Project, as directed
by the Engineer at the following
locations:
FOR INFORMATION ONLY
As indicated by the Cross-Sections,
Embankment will be required to con-
struct the earth portion of the
shoulder. This material will be
furnished by the Contractor from
sources other than State
Right-of-Way.
FOR INFORMATION ONLY
As indicated by the Cross-Sections,
Embankment will be required to con-
struct the earth portion of the
shoulder. This Embankment and material
needed for Roadway Grading will be
furnished by the Contractor from
sources other than State
Right-of-Way.
FOR INFORMATION ONLY
As indicated by the Typical Section,
Embankment will be required to con-
struct the earth portion of the
shoulder. This material will be
furnished by the Contractor from
sources other than State
Right-of-Way.
FOR INFORMATION ONLY
As indicated by the Typical Section,
Embankment will be required to con-
struct the earth portion of the
shoulder. This Embankment and material
needed for Roadway Grading will be
furnished by the Contractor from
sources other than State
Right-of-Way.
FOR INFORMATION ONLY
As indicated by the Cross-Sections,
Embankment will be required to con-
struct the earth portion of the
shoulder. This Embankment and material
needed for Roadway Grading will be
available within State Right-of-Way,
throughout the Project, as directed
by the Engineer.
FOR INFORMATION ONLY
As indicated by the Typical Section,
Embankment will be required to con-
struct the earth portion of the
shoulder. This Embankment and material
needed for Roadway Grading will be
available within State Right-of-Way,
throughout the Project, as directed
by the Engineer at the following
locations:
STANDARD NOTES
EW13
EW14
EW15
EW16
LEGEND
TELEVISION BOXTV
GAS LINEG
E ELECTRICAL SERVICE
P POWER LINE
OVERHEAD POWER LINEOP
SANITARY SEWERSAN
STORM SEWERSS
TELEPHONE LINET
FIBER OPTIC TELE. LINEFO
OVERHEAD TELEPHONE LINEOT
CABLE TV LINETV
OVERHEAD CABLE TV LINEOTV
WATER LINEW
FENCE - CHAIN LINK
FENCE - R.O.W. OR WIRE
FENCE - WOOD
FLOWLINE
CENTER LINE DRIVE
BENCH MARKB
M
CONTROL POINT
GAS METERG
GAS VALVE
GRID TICK
GUARDRAIL
GUARD POST
GUY POLE
GUY WIRE
LIGHT POLEOR
MAILBOX
MANHOLE
MARSH
OIL WELL
PHOTO CODE POINT
POWER BOXP
POWER POLE
POWER PULL BOXP
PROPANE TANK
R.O.W. MARKERR
ADVANCED R.R. WARNING SIGN
RAILROAD WARNING
RAILROAD TRACKS
RETAINING WALL
SATELLITE DISH
SIGN
TRAFFIC SIGNAL
TRAFFIC SIGNAL/ST. LIGHT
TELEPHONE BOXT
TELE. FIBER OPTICS BOXFO
TELEPHONE PULL BOXT
TELEPHONE POLE
TREE - CONIFEROUS
TREE - DECIDUOUS
TREE STUMP
WATER (FIRE) HYDRANT
WATER VALVE
WATER METERW
WELL
WINDMILL
CENTER PIVOT
PLEG
STANDARD NOTES SHEET NO. 5
CELL NAME
PMP01
Attach this cell to the
General Information Sheet.
FOR INFORMATION ONLY
Any additional Embankment required
to construct the earth portion of
the shoulder is available within
State Right-of-Way, throughout the
Project, as directed by the Engineer.
FOR INFORMATION ONLY
As indicated by the Cross-Sections,
Earthwork Measured in Embankment
will be required. This material will be
furnished by the Contractor from
sources other than State
Right-of-Way.
FOR INFORMATION ONLY
As indicated by the Cross-Sections,
Earthwork Measured in Embankment
will be required. This material is
available within State Right-of-Way.
throughout the Project, as directed
by the Engineer.
FOR INFORMATION ONLY
As indicated by the Cross-Sections,
Earthwork Measured in Embankment
will be required. This material is
available within State Right-of-Way.
as directed by the Engineer, at the
following locations.
The Contractor may use alternate
Culvert/Sewer Pipe materials on this
project provided the materials comply
with the current NDOR Pipe Policy.
Copies of the current policy are
available upon request from the
Construction Division. The Contractor
is responsible for all costs required
for substitution. Payment for
Culvert/Sewer work will be based on
the existing construction specifications
and items shown in the proposal.
Substitutions will not be allowed for
pipe extensions on this project.
This project is not located within
the Sandhills Region.
This project is not located within
the Corrosive Soils Region.
FOR INFORMATION ONLY
CELL NAME
SNBOX
SNA
SN4
SN5
SN6
SN9
SN10
SN11
SN12
SN13
SN14
SN18
SN19
SN20
SN21
SN22
SN23
SN24
STANDARD NOTES SHEET NO. 6
CELL NAMECELL NAME
NOTES
The Engineer shall relocate < as shown.
The Contractor will be required to
furnish Cohesive Material for Shoulder
Construction from sources other than
State Right-of-Way.
Towers, Poles and Pull Boxes
that are not numbered and
Conduit Lengths that are not
dimensioned, are shown on
another sheet.
The locations of all aerial and under-
ground utility facilities may not be
indicated in these plans. Underground
utilities, whether indicated or not will
be located and flagged by the Utilities
at the request of the Contractor.
No excavation will be permitted in the
area of underground utility facilities
until all such facilities have been
located and identified to the satis-
faction of all parties. The excavation
must be accomplished with extreme
care in order to avoid any possibility
of damage to the utility facility.
All existing Delineators on this Project
shall be removed and reset by State
Forces.
All existing Guardrail & Guard Posts
on this Project shall be removed by
State Forces.
All existing Guardrail on this Project
shall be removed by State Forces.
The Contractor will be required to
furnish Borrow on this Project.
The Contractor will be required to
furnish Waste Areas for Excess
Excavation on this Project
All existing Guardrail on this Project
shall be used in place.
The Backfill at abutments shall be made
by the Bridge Contractor.
All existing Delineators on this Project
shall be removed by State Forces.
All Permanent Seeding as required on
this Project shall be accomplished by
State Forces.
* cubic yards Earthwork Measured
in Embankment of which * cubic
yards shall be excavated as shown
in the Cross-Sections.
The existing Cable Guardrail was
constructed in accordance with the
details shown in "For Information
Only Special Plan *C". The Contractor
shall furnish all materials necessary
to reset the guardrail in accordance
with Standard Plan 702-R6 except
the existing posts may be reset.
The existing Cable Guardrail was
constructed in accordance with the
details shown in "For Information
Only Special Plan *C". The Contractor
shall furnish all materials necessary
to reset the guardrail in accordance
with Standard Plan 702-R6.
The existing Cable Guardrail was
constructed in accordance with the
details shown on "For Information
Only Special Plan *C". The Contractor
shall reset the guardrail in accordance
with Standard Plan 702-R6.
SN25
The Contractor will not be required to
furnish borrow on this Project.
CELL NAME
STANDARD NOTES SHEET NO. 7
The Contractor may obtain material
for Shoulder Construction from
Excess Excavation.
SN27WARNING:
Fiber Optic Cable in area contact
owner before beginning work.
SN26