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

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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