section sheet pcn no. job # 22 nd north dakota … 22... · 2017-02-03 · state project no....

WILLISTONMINOT

DICKINSON

BISMARCK

LAKE

DEVILS

CITY

VALLEY

FORKS

GRAND

FARGO

C A S S

7

5

4 3

1M O R T O N

2 8

F O R K S

G R A N D

6

D I V I D E

W I L L I A M S

B U R K E

M O U N T R A I L

R E N V I L L E

W A R D

B O T T I N E A U

M C H E N R Y

M C L E A N

M E R C E R

D U N N

M C K E N Z I E

B I L L I N G S

G O L D E N V A L L E Y

S L O P E

B O W M A N A D A M S

H E T T I N G E R

S T A R K

G R A N T

S I O U X

O L I V E R

E M M O N S

B U R L E I G H

M C I N T O S H

L O G A N

K I D D E R

S H E R I D A N

P I E R C E

R O L E T T E

T O W N E R

B E N S O N

W E L L S

S T U T S M A N

L A M O U R E

D I C K E Y

B A R N E S

G R I G G S

F O S T E R

E D D Y

R A M S E Y

C A V A L I E RP E M B I N A

W A L S H

N E L S O N

S T E E L E

T R A I L L

R A N S O M

S A R G E N T

R I C H L A N D

HES-8-999(036)

Lyle Landstrom /s/

Bob Walton /s/

Fargo District

DESIGNERS

ND DEPARTMENT OF TRANSPORTATION

__________________________________________

APPROVED DATE _________________________12/01/2016

GRAND

FORKS

GO

LD

EN

VA

LLE

Y

CASS

RIC

HLA

ND

RANSOM

SARGENTDICKEY

LA MOURE

BARNES

KIDDER

LOGAN

MC IN

TOSH

BU

RLEIG

H

MORTON

GRANT

SIOUXADAMS

HETTINGER

SLOPE

BOWMAN EM

MO

NS

OLIVER

MERCER

STARKBIL

LIN

GS

DUNN

MC KENZIE

MC LEAN

SHERID

AN

WELLS

EDDY

FOSTER

GRIG

GS

STEELE

TRAILL

DIVIDE

WILLIAMS

BURKE

MO

UNTR

AIL

RE

NVIL

LE

WARD

MC H

EN

RY

BOTTINEAU

ROLLE

TTE

TO

WNER

CAVALIER

RA

MSEY

WALSH

PE

MBIN

A

NELS

ONBENSONP

IER

CE

STUTSMAN

STATE COUNTY MAP

11

4079

21740

Trail, Cass, Ransom, Richland, and Sargent Counties

Pavement Marking

Lyle Landstrom /s/

NDDOT Fargo District

STATE PROJECT NO.

ND

PCNNO.

SHEET

NO.

SECTION

DEPARTMENT OF TRANSPORTATION

NORTH DAKOTA

__________________________________________

APPROVED DATE _________________________

engineer under the laws of the state of ND.

and that I am a duly registered professional

prepared by me or under my direct supervision

I hereby certify that the attached plans were

12/2/2016 llandstr G:\PROJECT\District Striping\2017\001TS_001_TitleSheet.dgn8:29:18 AM

of Transportation

North Dakota Department

document is stored at the

on and the original

PE- ,

Registration Number

issued and sealed by

This document was originally

JOB #

GROSS MILES NET MILES PROJECT NUMBER \ DESCRIPTION

effective on the date the project is advertised.

Department of Transportation and the Supplemental Specifications

2014 Standard Specifications adopted by the North Dakota

GOVERNING SPECIFICATIONS:

HES-8-999(036)

12/01/16

12/01/2016

Lyle Landstrom /s/

HES-8-999(036)

22

STATE PROJECT NO.SECTION

NO.SHEET

NO.

12/1/2016 1:29:38 PM llandstr

ND 2

HES-8-999(036)TABLE OF CONTENTS 1

.. .. ...

Section Page(s) Description

PLAN SECTIONS

1 Title Sheet1

2 Table of Contents1

4 Scope of Work1

6 Notes1

8 Quantities1

11 Data Tables1

40 Removals1

120 Pavement Marking1 - 14

Number Description

LIST OF STANDARD DRAWINGS

NDDOT AbbreviationsD-101-1



Line StylesD-101-20

Line StylesD-101-21

SymbolsD-101-30

SymbolsD-101-31

SymbolsD-101-32

Breakaway Systems For Construction Zone Signs - Perforated TubeD-704-7

Breakaway Systems For Construction Zone Signs - U-Channel PostD-704-8

Construction Sign Details - Terminal And Guide SignsD-704-9

Construction Sign Details - Regulatory SignsD-704-10

Construction Sign Details - Warning SignsD-704-11

Construction Sign Punching And Mounting DetailsD-704-14

Road Closure LayoutsD-704-15

Lane Closures On Urban Streets LayoutsD-704-25

Traffic Control Plan For Moving OperationsD-704-27

Pavement Marking Message DetailsD-762-1

Interstate Pavement Marking 4 Lane Divided HighwayD-762-2

Pavement MarkingD-762-4

Pavement Marking for Standard 90 Degree Flared Intersection-(No Center Left Turn Lane on Major Road)D-762-5

Number Description

SPECIAL PROVISIONS

SP 419(14) Methyl Methacrylate (MMA) Pavement Markings

SP 420(14) POLYUREA PAVEMENT MARKINGS (PPM)

T R

A I

L L

LIS

BO

N

FO

RM

AN

EL

LIO

TT

FO

RT

RA

NS

OM

EN

DE

RL

IN

SH

EL

DO

N

GW

INN

ER

MIL

NO

R

CO

GS

WE

LL

CA

YU

GA

RU

TL

AN

D

HA

VA

NN

A

CH

RIS

TIN

E

WA

LC

OT

T

CO

LF

AX

AB

ER

CR

OM

BIE

DW

IGH

T

MO

OR

ET

ON

BA

RN

EY

WY

ND

ME

RE

MA

NT

AD

OR

GR

EA

T B

EN

D

FA

IRM

OU

NT

PA

GE

AY

R

BU

FF

AL

O

CIT

Y

TO

WE

R

AL

ICE

LE

ON

AR

DK

IND

RE

D

DA

VE

NP

OR

T

HO

RA

CE

CA

SS

EL

TO

N

MA

PL

ET

ON

GR

AN

DIN

GA

RD

NE

R

HU

NT

ER

AR

TH

UR

AM

EN

IA

HA

RW

OO

D

CL

IFF

OR

D

GA

LE

SB

UR

G

PO

RT

LA

ND

MA

YV

ILL

E

BU

XT

ON

HA

TT

ON

R I

C H

L A

N D

R A

N

S

O

M

S A

R G

E N

T

T R

A I

L L

HIC

KS

ON

HIL

LS

BO

RO

FA

RG

O

WA

HP

ET

ON

WE

ST

FA

RG

O

C A

S S

81

10

10

LID

GE

RW

OO

D

Work Areas

15

FA

RG

O D

IS

TR

IC

T

ND

DO

T

Omit for construction

Approx R

P 1

1.3

Approx R

P. 44 to R

P 53

Ap

pro

x R

P 1

10

to

RP

11

8

Approx R

P 1

4.5

In

terch

an

ge P

ro

j.

32nd A

ve. S

.

Ap

pro

x R

P 6

2.2

5

to R

P 121.8

Approx R

P 1

06.8

Ap

pro

x R

P 7

5.5

to

RP

76

Ap

pro

x R

P 1

2 t

o R

P 2

0.2

Ap

pro

x R

P 4

05

.5 t

o R

P 4

15

.8

Coordinate with construction

Ram

p c

on

nectio

ns

Crossovers and

Ap

pro

x R

P 3

3.5

to

RP

44

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

12/1/2016 llandstr G:\PROJECT\District Striping\2017\004SW _001_SCOPE.dgn2:59:19 PM

of Transportation



on and the original

PE- ,

Registration Number



4 1

Scope of W ork

HES-8-999(036)

4079

12/01/2016

Lyle landstrom /s/

(Ex. .25 mile of 8 inch line will be paid as .5 miles.)

If a wider line is installed, the length will be multiplied by the width of line divided by 4.

It shall be measured and paid per mile of 4 inch painted line accepted.

762-P02 PAVEMENT MARKING INSTALLATION: This item shall be water based paint.

existing markings in the contract unit prices for grooved markings.

complete, remove the portion that remains. Include the cost of removing

If portions of the existing marking remain in place after grooving is

762-P01 PREFORMED PATTERNED PAVEMENT MARKING - GROOVED:

work. Segments may be removed or added pending additional projects being bid or not being bid

Engineer or Assistant Disrtict Engineer to assure that segments of highways are cleared for

100-P01 COORDINATION: At least one week before beginning work, contact the District

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

12/1/2016 llandstr G:\PROJECT\District Striping\2017\006NT_001_Notes.dgn3:02:11 PM

of Transportation



on and the original

PE- ,

Registration Number



4079

006

1

Plan Notes

12/01/2016

HES-8-999(036)

Lyle Landstrom /s/

ESTIMATE OF QUANTITIESSTATE PROJECT NO. SECTIONNO.

SHEETNO.

ND 8

HES-8-999(036) 1

SPEC CODE ITEM DESCRIPTION UNIT MAINLINE TOTAL ---- ---- ---------------- ---- ------------ -----

103 0100 CONTRACT BOND L SUM 1 1

702 0100 MOBILIZATION L SUM 1 1

704 1500 OBLITERATION OF PAVEMENT MARKING SF 52 52

762 0107 PVMT MK INSTALLATION MILE 1,486.07 1,486.07

762 0110 EPOXY PVMT MK 4IN LINE-GROOVED LF 415,274 415,274

762 0111 EPOXY PVMT MK 12IN LINE LF 35 35

762 0112 EPOXY PVMT MK MESSAGE SF 384 384

762 0113 EPOXY PVMT MK 4IN LINE LF 2,116 2,116

762 0115 EPOXY PVMT MK 8IN LINE LF 2,909 2,909

762 0117 EPOXY PVMT MK 24IN LINE LF 24 24

762 0118 EPOXY PVMT MK CURB TOP & FACE LF 62 62

762 0122 PREFORMED PATTERNED PVMT MK-MESSAGE(GROOVED) SF 1,237.5 1,237.5

762 0804 METHYL METHACRYLATE PVMT MK 4IN LINE LF 100 100



762 0854 POLYUREA PVMT MK 4IN LINE LF 11,010 11,010

762 1305 PREFORMED PATTERNED PVMT MK 4IN LINE-GROOVED LF 90 90




762 1340 PREF PATT PVMT MK 4IN LINE CONTRAST-GROOVED LF 20 20

ESTIMATE NUMBER: 17000 RUN DATE: 11/29/2016 TIME: 13:33:11

ESTIMATED QUANTITIES

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

12/1/2016 llandstr G:\PROJECT\District Striping\2017\011DT_001_Striping Summary.dgn3:02:38 PM

of Transportation



on and the original

PE- ,

Registration Number



4079

11

1

Pavement Marking

Summary

HES-8-999(036)

Lyle Landstrom /s/

12/01/2016

ESTIMATED QUANTITIES

Paint Rural Interchanges

52 Rural Interstate ramps x 60 LF = 3120 LF.

24 In Stop Bars:

338 Westbound, 340 WestboundI-94 Exits: 314, 317, 320, 322, 324, 328, 331 Westbound,

79 Northbound, 86 Northbound, 92, 100, 104, 111, 118

I-29 Exits: 1, 2, 8,15, 23, 26, 31, 37, 42, 56, 69, 72,

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

12/1/2016 llandstr G:\PROJECT\District Striping\2017\011DT_002_Striping Summary.dgn3:03:10 PM

of Transportation



on and the original

PE- ,

Registration Number



4079

11

2

Pavement Marking

Summary

HES-8-999(036)

Lyle Landstrom /s/

12/01/2016

METHYL METHACRYLATE PAVEMENT MARKING SUMMARY

PREFORMED PATTERN PAVEMENT MARKING SUMMARY RR X-INGS

PREFORMED PATTERN PAVEMENT MARKING SUMMARY - GROOVED

EPOXY PAVEMENT MARKING SUMMARY

I-94 GENERAL REPLACEMENT - GROVVED EPOXY

POLYUREA PAVEMENT MARKING SUMMARY - BLACK CONTRAST

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

12/1/2016 llandstr G:\PROJECT\District Striping\2017\011DT_003_Pvmt Mk and Epoxy Summary.dgn3:03:39 PM

of Transportation



on and the original

PE- ,

Registration Number



4079

12/01/16

11

3

Preformed, Epoxy, MME

Quantities

Polyurea

Pavement Markings

HES-8-999(036)

Lyle Landstrom /s/

I-94 Eastbound

From 45th St.

43rd St. S.

R/W Fence

78 LF x 2 = 156 LF

Remove Double Yellow Centerline

52 SF156 LF x 4" =

Obliteration of Pavement Marking

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

12/1/2016 llandstr G:\PROJECT\District Striping\2017\040RM_001-removal.dgn3:04:29 PM

of Transportation



on and the original

PE- ,

Registration Number



4079

12/01/16

40

Pavement

Marking Removal

1

43rd Street - Fargo

HES-8-999(036)

Lyle Landstrom /s/

13th Ave. S.

Main Ave.

Sta 3439+00

End Project

Signal

End Project

Sta 3439+00

Sheet

Piling

Sheet

Piling

Sheet

Piling

12th Ave. N.

20 ’10 ’10 ’

Pavement MarkingExisting 4" x 10 Preformed Patterned

Marking PaintNew 4" x 10’ Black Pavement

RP 66.085

RP 64

BLACK CONTRAST PAINT DETAIL

APPLICATION AREA

North and South Bound

not be modified.

The existins white and yellow edgelines, gore area lines, and taper area skips shall

Only the existing lane separation lines will be treated.

The black paint shall be Polyurea non-reflective made for pavement marking applications.

Notes:

Direction of travel.

Direction of travel.

TOTAL 11010 LF

762 0854 POLYUREA PVMT MARKING 4 IN LINE

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

12/1/2016 llandstr G:\PROJECT\District Striping\2017\120MK_001BlackCont.dgn3:05:04 PM

of Transportation



on and the original

PE- ,

Registration Number



4079

12/01/16

120

BLACK CONTRAST

PAINT

TEST SECTION

1HES-8-999(036)

Lyle Landstrom /s/

Stop Bars 105 LF

METHYL METHACRYLATE PVMT MK 24 IN LINE - GROOVED

PREFORMED PATTERNED PVMT MK - 8 IN LINE (GROOVED)

159 LF8" White

40 LFLane Line Skips


PREFORMED PATTERNED PVMT MK - MESSAGE (GROOVED)

32 SF(2) Lt. Arrows

32 SF(2) Rt. Arrows

64 SFTOTAL

Remove & Replace

(2) RT Arrow = 32 SF

(2) LT Arrow = 32 SF

Remove & Replace with MME

(1) 24" Stop Bar = 36 LF

(1) 24" Stop Bar = 33 LF

Remove & Replace

8" Channel LIne - 159 LF


(1) 24" Stop Bar = 36 LF

(3) 4" x 10’ Skips = 30 LF


(1) 4" x 10’ Skip = 10 LF

Remove & replace with MME

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

12/1/2016 llandstr G:\PROJECT\District Striping\2017\120MK_002_I-29&52nd.dgn3:05:26 PM

of Transportation



on and the original

PE- ,

Registration Number



4079

12/01/16

120

Pavement Marking

I - 29 & 52nd Ave. S.

2HES-8-999(036)

Lyle Landstrom /s/

Lt. Arrow = 16 SF

Remove & Replace

8" White = 100 LF

Remove & Replace

3 Skips at 10 ft = 30 LF

4" White

Remove & Replace

(2) @ 25 LF = 50 LF

6" Cross walk

with MME

Remove & Replace

= 49 LF

1 @ 24.7 LF

1 @ 24. 3 LF

6" Cross walk

Remove & Replace w. MME

24" Stop Bar = 48 FL

Remove & Replace w. MME


24" White Stop Bar

16 SF


(1) Left Arrow

48 LF


6" White Cross Walk 99 LF

100 LF


30 LF


NE

Ra

mp

13th Ave. Northbound Exit Main Ave. Northbound Exit

(3) White 10 ft x 4" Skips

White Channel Line

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

12/1/2016 llandstr G:\PROJECT\District Striping\2017\120MK_003_I-29&Main Ave.dgn3:05:50 PM

of Transportation



on and the original

PE- ,

Registration Number



4079

12/01/16

120

3

I-29 & Main Ave.

I-29 & 13th Ave. S

Pavement Markings

HES-8-999(036)

LyleLandstrom /s/

+05

54 LF

24" White = 6’x10’ = 60 LF6" White = 54 LFRemove and Replace Crosswalk

1 @ 24 LF1 @ 35 LF1 @ 54 LFRemove & Replace 24" Stop Bar

8" White 100 LFRemove & Replace Channel Line

PREFORMED PATTERNED PVMT MK 6 IN LINE - GROOVED

100 LF


8" White

113 LF


24" White Stop Bars

60 LF24" White Crosswalk Bars

6" White Crosswalk

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

12/1/2016 llandstr G:\PROJECT\District Striping\2017\120MK_004_I94 & SheyenneSt.dgn3:06:26 PM

of Transportation



on and the original

PE- ,

Registration Number



4079

12/01/16

120

4

Pavement Marking

I-94 & Sheyenne St.

HES-8-999(036)

Lyle Landstrom /s/

North Intersection

South Intersection

8" White Channel LIne 360 LF

PREFORMED PATTERNED PVMT MK 8IN LINE - GROOVED

(2) Lt. Arrow = 32 SF

(1) Rt. Arrow = 16 SF

Remove & Replace

(2) 4" x 10’ Skips - Contrast Tape = 20 LF

Remove & Replace

8" White = 160 LF

Remove & Replace

(2) Rt. Arrows = 32 SF

Remove & Replace8" white = 200 LF

Remove & Replace

(2) Lt. Arrow 32 SF(3) Rt. Arrow 48 SF

PREFORMED PATTERNED PVMT MK MESSAGE - GROOVED

(2) 10’ skips 20 LF

PREFORMED PATTERNED PVMT MK 4 IN LINE CONTRAST - GROOVED

80 SFTOTAL

CI CI CI

CI

CI

CI

CI

NB 9th St

SE Ram

p4079

12/01/16

120

5

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

12/1/2016 llandstr G:\PROJECT\District Striping\2017\120MK_005_I94&9st.dgn3:06:46 PM

of Transportation



on and the original

PE- ,

Registration Number



Pavement Marking

I-94 & 9th St.

HES-8-999(036)

Lyle Landstrom /s/

24" Stop Bar = 36 LF



ONLY = 22 SF

Remove & Replace

(1) Lt. Arrow = 16 SF

(1) Rt. Arrow = 16 SF

Remove & Replace


Remove & Replace





(6) 10’ x 4" Lane Skips = 60 LF



6" White Crosswalk

24" White Stop Bar

(5) Right Arrow

(1) ONLY

METHYL METHACRYLATE PVMT MK 6IN LINE

METHYL METHACRYLATE PVMT MK 24 IN LINE

METHYL METHACRYLATE PVMT MK 4 IN LINE

4" White skips

80 SF

22 SF

48 SF(3) Left Arrow

68 LF

60 LF

180 LF

(2) Left Arrow = 32 SF

(2) Right Arrow = 32 SF

Remove & Replace

24" Stop Bar (NE Ramp) = 35 LF

6" Crosswalk (NE Ramp) = 34’ x2 = 68 LF

Replace with MME

Remove 6" Crosswalk and 24" Stop Bar

150 SFTOTAL

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

12/1/2016 llandstr G:\PROJECT\District Striping\2017\120MK_006_I-94&45th.dgn3:07:03 PM

of Transportation



on and the original

PE- ,

Registration Number



4079

12/01/16

120

I-94 & 45th St. S

6

Pavement Marking

HES-8-999(036)

Lyle Landstrom /s/

165’

60’

8" white channel line

+66+1

Existing 4" white edge line

Existing 4" double yellow barrier

Existing 4" white edge line

8" white channel line 165 LF

Epoxy pvmt mk 8" line

Right arrow (x2) 32 SF

Epoxy pvmt mk message

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

12/1/2016 llandstr G:\PROJECT\District Striping\2017\120MK_007_LPvmt_state line.dgn3:07:41 PM

of Transportation



on and the original

PE- ,

Registration Number



120

7

Pavement Marking layout

Turn Lanes

102nd St SE

I-29

12/01/16

4079

HES-8-999(036)

Lyle Landstrom /s/

35

+00

17+58.7

1

70’

20’11’

line @ 45°

4" white parking

line @ 30°

4" white parking

4" white edge line

4" white edge linebase of estimate

Quantities calculated in

marking

Begin pavement

in base of estimate

Quantities calculated

marking

End pavement

Handicap Parking Area

8’ 5’ 11’

line @ 45°

4" white parkingline @ 45°

4" blue parking

line @ 45°

4" blue parking

4" blue parking line

4" blue parking line

15’

20.3’

42.6’

60.6’

19.2’

35’

15.7’

30’

(5’ spacing, 45°)

8" blue cross hatch line

11’

(typ)7’

(typ)

(typ)

49’

50’

8" blue cross hatch line 32 LF

Paint pvmt mk 8" line

4" blue parking line 211 LF

Paint pvmt mk 4" line

Blue 62 LF

Paint pvmt mk curb top & face

of curb blue

Paint top & face

Total 1788 LF

1060 LF 4" white parking line

4" white edge line 728 LF


120

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

12/1/2016 llandstr G:\PROJECT\District Striping\2017\120MK_008_LPvmt_RestStop.dgn3:10:28 PM

of Transportation



on and the original

PE- ,

Registration Number



8

Pavement Marking Layout

Rest Area

I-29

12/01/16

4079

HES-8-999(036)

Lyle Landstrom /s/

300’60’

+0

+1

12’

12’

6’

4’


+51

12’





STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

12/1/2016 llandstr G:\PROJECT\District Striping\2017\120MK_009_LPvmt_11 west exit.dgn3:11:12 PM

of Transportation



on and the original

PE- ,

Registration Number



120

9


Turn Lane

Hwy 11

I-29

12/01/16

4079

HES-8-999(036)

Lyle Landstrom /s/

5+00

10

+00

15

+00

over C

onc

Asph

278’

60’

+5 +83


6’

4’

12’

12’

12’





120

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

12/1/2016 llandstr G:\PROJECT\District Striping\2017\120MK_010_LPvmt_11 east exit.dgn3:11:31 PM

of Transportation



on and the original

PE- ,

Registration Number




Turn Lanes

Hwy 11

I-29

12/01/16

4079

10HES-8-999(036)

Lyle Landstrom /s/

20

+00

25

+00

Conc

over C

onc

190 Ft.

60 Ft.

Rt. Turn Arrow - Epoxy

8 IN Channel LIne - Epoxy

(Wyndmere Shown)

Typical Turn Lane Detail

Turn Arrow placement.Follow Standard Drawing D-762-5 for RightNote

Total 144 SF

1440 LFTotal

440 LFMoorton

Barney 500 LF

500 LFWyndmere



48 SFMoorton (3) Right Arrow

48 SFBarney (3) Right Arrow

Wyndmere (3) Right Arrow 48 SF


STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

12/1/2016 llandstr G:\PROJECT\District Striping\2017\120Mk_011_RTTurnLn.dgn3:11:53 PM

of Transportation



on and the original

PE- ,

Registration Number



4079

12/01/16

120

ND 13 at

Wyndmere RP 366

Barney RP 372

Moorton RP 378

Right Turn Lane Detail

11HES-8-999(036)

Lyle Landstrom /s/

8" White channel line

Epoxy Pvmt Mk - 8 In Line

= 278 LF

Epoxy 8" White

= 32 SF

Epoxy Rt. Arrows

Epoxy 8" white = 274 LF

= 32 SF

Epoxy Lt. Arrows

= 142 LF

Epoxy 8" white

(2) Lt. Arrows = 32 SF


Epoxy Arrows

= 24 LF

(2) at 12 LF

Epoxy 24" white

= 117 LF

Epoxy 4" white

= 35 LF

25’ spacing at 45 deg

Epoxy 12" White

694 LF

4 White edge line 117 LF

12 " White Hatch Lines 35 LF

Epoxy Pvmt Mking - Message

Total 128 SF

(4) Right Arrow(4) Left Arrow

= 64 SF= 64 SF

24 LF




24 " White Stop Bars

Centerline markings are paint.

Note:

495

496

497

498

499

500

501 502

503

504

505

506

507

6

7

8

9

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

12/1/2016 llandstr G:\PROJECT\District Striping\2017\120MK_012_CaaseltonTL.dgn3:12:28 PM

of Transportation



on and the original

PE- ,

Registration Number



120

4079

12


Casselton

ND 18 RP 76

HES-8-999(036)

12/01/16

Lyle Landstrom /s/

ONLY

ONLY

ONLY

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

PointReference East Bound

24’

330’

(Paint entire perimeter)4" white median island edge line

9’50’

60’

20’

32’

24’

Sec. Line

330’240’

150’

20:1

20:1

240’

4" white skip line10’

8’

30’

8’

46.7’ 8’ 44’ 8’

44’ 8’ 44’

14’

8’

14’

12’

Rt. Lt.

389.131

389.063

388.639

388.517

388.311

387.912

387.639

387.536

386.636

385.636

384.636

383.679

382.677

381.671


section are paint and require repainting.not need replacement. The 8" right tiurn lanes on the asphaltsection are marked in Grooved preformed tape and doThe 8" Right Turn Lane Channel lines on the concrete Paint entire median perimeter.

Note:

X

X X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

Turn Lane Locations

West Bound

RemarksRt. Lt.

Westbound is asphalt section

Paint 8" line on westbound asphalt section

Paint 8" line on westbound asphalt section

2 8" Channel lines x 362’ x 2 = 724 LF17 Lt. Turn Lanes x 597 ft = 10149 LFPavement Marking Painted 4IN Line

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

12/1/2016 llandstr G:\PROJECT\District Striping\2017\120MK_013_ND13 EB Turn Lanes.dgn3:12:53 PM

of Transportation



on and the original

PE- ,

Registration Number



4079

12/01/16

120

Pavement Marking

ND13

I-29 to Wahpeton

13HES-8-999(036)

Lyle Landstrom /s/

+43

2

ND 3

2

1

ND 11

All other markings on ND 11 will be paid for as Pavement Marking Installation.

Hatched area will be marked as part of the chip seal project.

Note:

Omit Hatched Area

4" Double Yellow

4" Double Yellow

24" white stop line

24" white stop line

4" double yellow barrier line

4" white edge line

4" white edge line

4" white edge line4" white edge line

4" white edge line4" white edge line

9’

RP 11.471 = Sta. 2+52

RP 11.423 = Sta. 0+00

4" double yellow barrier line

12’

4’

24’24’

28.5

6’

12’

12’

10’

R = 40’

R = 40’

9’

R = 43’

R = 43’

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

12/1/2016 llandstr G:\PROJECT\District Striping\2017\120MK_014_Lpvmt.dgn3:13:14 PM

of Transportation



on and the original

PE- ,

Registration Number



4079

12/01/16

120

Intersection of ND 32 & ND 11

14

Pavement Marking Omission

HES-8-999(036)

Lyle Landstrom /s/

or `

Abn abandoned

Abut abutment

Ac acres

Adj adjusted

Aggr aggregate

Ahd ahead

ARV valve releaseair

Align alignment

Al alley

Alt alternate

Alum aluminum

ADA Act Disabilities withAmericans

A ampere

& and

Appr approach

Approx approximate

ACP pipe cementasbestos

Asph asphalt

AC cementasphalt

Assmd assumed

@ at

Atten attenuation

ATR recorder trafficautomatic

Ave Avenue

Avg average

ADT traffic dailyaverage

Az azimuth

Bk back

BF faceback

Bs backsight

Balc balcony

WireB wirebarbed

Barr barricade

Btry battery

Brg bearing

BI inletbeehive

Beg begin

BM markbench

Bkwy bikeway

Bit bituminous

Blk block

FtBd feetboard

BH holebore

BS sidesboth

Bot bottom

Blvd Boulevard

Bndry boundary

BC capbrass

Brkwy breakaway

Br bridge

Bldg building

BV valvebutterfly

Byp bypass

GdrlC guardrailcable

Calc calculate

Cd candela

CIP pipe ironcast

CB basincatch

CRS setting rapidcationic

GdC guardcattle

C ToC center tocenter

Cl centerline

Cm centimeter

Ch chain

Chnlk chain-link

BlkCh blockchannel

ChCh changechannel

Chk check

Chsld chiseled

Cir circle

Cl class

Cl clay

FCl fillclay

HvyCl heavyclay

LmCl loamclay

Clnt clean-out

Clr clear

Cl&gr grubbing &clearing

SCo slackcoal

Comb. combination

Coml commercial

Compr compression

CADD design & drafting aidedcomputer

Conc concrete

Cond conductor

Const construction

Cont continuous

CSB sample barrel splitcontinuous

Contr contraction

Contr contractor

CP pointcontrol

Coord coordinate

Cor corner

Corr corrected

CAES section end aluminumcorrugated

CAP pipe aluminumcorrugated

CMES section end metalcorrugated

CMP pipe metalcorrugated

CPVCP pipe chloride poly-vinylcorrugated

CSES section end steelcorrugated

CSP pipe steelcorrugated

C coulomb

Co County

Crse course

GrC gravelcourse

CS sandcourse

Ct Court

Xarm armcross

Xbuck buckcross

Xsec sectionscross

Xing crossing

Xrd Crossroad

Crn crown

CF feetcubic

M3 metercubic

M3/s second per meterscubic

CY yardcubic

Cy/mi mile per yardscubic

Culv culvert

C&G gutter &curb

CI inletcurb

CR rampcurb

CS spiral tocurve

C cut

LdDd loaddead

Defl deflection

Defm deformed

D orDeg degree

Dlnt delineate

Dlntr delineator

Depr depression

Desc description

Det detail

DWP panel warningdetectable

Dtr detour

Dia diameter

Dir direction

Dist distance

DM materialdisturbed

DB blockditch

DG gradeditch

Dbl double

Dn down

Dwg drawing

Dr drive

Drwy driveway

DI inletdrop

D densitydry

Ea each

Esmt easement

E East

EB Eastbound

Elast elastomeric

EL lockerelectric

MtrE meterelectric

Elec electric/al

EDM meter distanceelectronic

El orElev elevation

Ellipt elliptical

Emb embankment

Emuls emulsion/emulsified

ES sectionend

Engr engineer

ESS station sensorenvironmental

Eq equal

Eq equation

Evgr evergreen

Exc excavation

Exst existing

Exp expansion

Expy Expressway

E curve ofexternal

Extru extruded

FOS safety offactor

F Fahrenheit

FS sidefar

F farad

Fed Federal

FP pointfeed

Ft feet/foot

Fn fence

PFn postfence

FO opticfiber

FB bookfield

FD drivefield

F fill

FAA angularity aggregatefine

FS sandfine

FH hydrantfire

Fl flange

Flrd flared

FES section endflared

BcnF beaconflashing

FA sample augerflight

FL lineflow

Ftg footing

FM mainforce

Fs foresight

Fnd found

Fdn foundation

Frac fractional

Frwy freeway

Frt front

FF facefront

DispF dispenserfuel

Ð

lack of description, location accuracy or purpose. an unknown characteristic, potentially based on: of existing features. It indicates a feature that has This is a special text character used in the labeling

REVISIONS

DATE CHANGE


NORTH DAKOTA

of Transportation



on and the original

PE- ,

Registration Number



NDDOT ABBREVIATIONS D-101-1

07-01-14

2930

Roger Weigel,

07/01/14

FFP pipes fillerfuel

FLS sensor leakfuel

Furn furnish/ed

Gal gallon

Galv galvanized

Gar garage

LGs linegas

RegG regulator linegas

GMV valve maingas

MtrG metergas

GSV valve servicegas

GVP pipe ventgas

GV valvegate

Ga gauge

Geod geodetic

GIS System InformationGeographical

G giga

GPS System PositioningGlobal

Gov government

Grd graded/grade

Gr gravel

Grnd ground

GWM monitor waterground

Gdrl guardrail

Gtr gutter

PlgH pilingH

Hdwl headwall

Ha hectare

Ht height

HI instrument ofheight

Hel helical

H henry

Hz hertz

HDPE polyethylene densityhigh

HM masthigh

HP pressurehigh

HPS sodium pressurehigh

Hwy highway

Hor horizontal

HBP pavement bituminoushot

Hr hour(s)

Hyd hydrant

Ph content ionhydrogen

Id identification

" orIn inch

Incl tubeinclinometer

IMH manholeinlet

ID diameterinside

Inst instrument

Intchg interchange

Intmdt intermediate

Intscn intersection

Inv invert

IM monumentiron

PnI PinIron

IP Pipeiron

Jt joint

J joule

Jct junction

K kelvin

Kn newtonkilo

Kpa pascalkilo

Kg kilogram

Kg/m3 meter cubic perkilogram

Km kilometer

K Kip(s)

LS (licensed) SurveyorLand

LSIT Training In SurveyorLand

Ln lane

Lg large

Lat latitude

Lt left

L curve oflength

Lens lenses

Lvl level

LB booklevel

Lvlng leveling

Lht light

LP polelight

Ltg lighting

CoLig coallignite

SlLig slacklignite

LF footlinear

Liq liquid

LL limitliquid

L litre

Lm loam

Loc location

LC chordlong

Long. longitude

Lp loop

LD detectorloop

Lm lumen

Lum luminaire

SumL sumlump

Lx lux

ML linemain

HrM hourman

MH manhole

Mkd marked

Mkr marker

Mkg marking

MA armmast

Matl material

Max maximum

MC cornermeander

Meas measure

Mdn median

MD drainmedian

MC curingmedium

M mega

Mer meridian

M meter

M/s second permeters

M curve of ordinatemid

Mi mile

MM markermile

MP postmile

Ml milliliter

Mm millimeter

Mm/hr hour permillimeters

Min minimum

Misc miscellaneous

Mon monument

Mnd mound

Mtbl mountable

Mtd mounted

Mtg mounting

Mk muck

Mun municipal

N nano

NGS Survey GeodeticNational

NS sidenear

Neop neoprene

Ntwk network

N newton

N North

NE EastNorth

NW WestNorth

NB Northbound

# orNo. number

Obsc obscure(d)

Obsn observation

Ocpd occupied

Ocpy occupy

LocOff locationoffice

O/s offset

OC centeron

C consolidation dimensionalone

OC contentorganic

Orig original

O ToO out toout

OD diameteroutside

OH overhead

PMT transformer mountedpad

Pg pages

Pntd painted

Pr pair

Pnl panel

Pk park

PK nailParker-Kalon

Pa pascal

PSD distance sightpassing

Pvmt pavement

Ped pedestal

Ped pedestrian

PPP post pushbuttonpedestrian

Pen. penetration

Perf perforated

Per. perimeter

PL pipeline

Pl place

P&P profile &plan

PL limitplastic

Pl plate

Pt point

PCC curve compound ofpoint

PC curve ofpoint

PI intersection ofpoint

PRC curvature reverse ofpoint

PT tangent ofpoint

POC curve onpoint

POT tangent onpoint

PE polyethylene

PVC chloridepolyvinyl

PCC concrete CementPortland

# orLb pounds

PP polepower

Preempt preemption

Prefab prefabricated

Prfmd preformed

Prep preperation

Press. pressure

PRV valve reliefpressure

Prestr prestressed

Pvt private

PD driveprivate

Prod. production/produce

Prog programmed

Prop. property

LnProp lineproperty

Ppsd proposed

PB boxpull

HMA hot mix asphalt


07-01-14

2930

Roger Weigel,

REVISIONS

DATE CHANGE


NORTH DAKOTA

of Transportation



on and the original

PE- ,

Registration Number



08/03/15

General Revisions 08-03-15

Qty quantity

Qtr quarter

R orRad radius

RR railroad

Rlwy railway

Rsd raised

RTP point traverserandom

R orRge range

RC curingrapid

Rec record

Rcy recycle

RPCC

Ref reference

MkrR markerreference

RM monumentreference

Refl reflectorized

RCB box concretereinforced

RCES section end concretereinforced

RCP pipe concretereinforced

RCPS sewer pipe concretereinforced

Reinf reinforcement

Res reservation

Ret retaining

Rev reverse

Rt right

R/W way ofright

Riv river

Rd road

Rdbd bedroad

Rdwy roadway

RWIS

Rk rock

Rt route

Salv salvage(d)

Sd sand

ClSdy claysandy

Lm ClSdy loam claysandy

FlSdy fillsandy

LmSdy loamsandy

San line sewersanitary

Sc scoria

Sec seconds

Sec section

SL linesection

Sep separation

Seq sequence

Serv service

Sh shale

Sht sheet

Shtng sheeting

Shldr shoulder

Sw sidewalk

S siemens

SD distancesight

Sig signal

ClSi claysilt

Lm ClSi loam claysilty

LmSi loamsilty

Sgl single

SC curingslow

SS settingslow

Sm small

S South

SE EastSouth

SW WestSouth

SB Southbound

Sp spaces

Spcl special

SP provisionsspecial

G gravityspecific

Spk spike

SC curve tospiral

ST tangent tospiral

SB sample barrelsplit

SH headsprinkler

SV valvesprinkler

Sq square

SF feetsquare

Km2 kilometersquare

M2 metersquare

SY yardsquare

Stk stake

Std standard

N test penetrationstandard

SpecsStd

Sta station

YdSta yardsstation

LStm linesteam

SEC concrete encasedsteel

SSD distance sightstopping

SD drainstorm

St street

SPP pipe platestructural

SPPA arch pipe platestructural

Str structure

Subd subdivision

Sub subgrade

PrepSub preperationsubgrade

Ss subsoil

SE superelevation

SS specificationsupplement

Supp supplemental

Surf surfacing

Surv survey

Sym symmetrical

SI

Tan tangent

T (semi)tangent

TS spiral totangent

Tel telephone

BTel BoothTelephone

PTel poletelephone

Tv television

Temp temperature

Temp temporary

TBM mark benchtemporary

T tesla

T sample tubethinwall

T/mi mile pertons

Ts topsoil

T orTwp township

Traf traffic

TSCB box control signaltraffic

Tr trail

Transf transformer

TB booktransit

Trans transition

TT towertransmission

Trans transverse

Trav traverse

TP pointtraverse

Trtd treated

Trmt treatment

Qc compressiontriaxial

TERO ordinance rights employmenttribal

Tpl triple

TP pointturning

Typ typical

Qu strength compressiveunconfined

Ugrnd underground

USC&G Survey Geodetic & CoastUS

USGS Survey GeologicUS

Util utility

VG guttervalley

Vap vapor

Vert vertical

VC curvevertical

VCP pipe clayvitrified

V volt

Vol volume

Wkwy walkway

W contentwater

WGV valve gatewater

WL linewater

WM mainwater

WMV valve mainwater

MtrW meterwater

WSV valve servicewater

WW wellwater

W watt

Wrng wearing

Wb weber

WIM

W west

WB westbound

Wrng wiring

W/ with

W/o without

WC cornerwitness

WGS

Z zenith

SA special assembly

SN sign number

RAP recycled asphalt pavement

recycled portland cement concrete

roadway weather information system

standard specifications

systems international

weigh in motion

world geodetic system

SMA stone matrix asphalt

REVISIONS

DATE CHANGE


NORTH DAKOTA

of Transportation



on and the original

PE- ,

Registration Number




07-01-14

2930

Roger Weigel,

08/03/15

General Revisions 08-03-15

Edge Drain

Existing Electrical

Existing Fiber Optic Line

Existing TV Fiber Optic

Existing Gas Pipe

Existing Overhead Utility Line

Existing Power

Existing Fuel Pipeline

Existing Undefined Above Ground Pipe Line

Remove Line

Existing Telephone Line

Existing TV Line

Existing Water or Steam Line

Existing Under Drain

Under Drain

Wall Existing Slotted Drain

Existing Cemetary Boundary

Existing Box Culvert Bridge

Existing Concrete Surface

Existing Drainage Structure

Existing Gravel Surface

Existing Riprap

Existing Underground Vault or Lift Station

Existing Dirt Surface

Existing Conduit

Existing Conductor

Conductor

Fiber Optic

Existing Loop DetectorExisting Asphalt Surface

Existing Tie Point Line

Existing Railroad Centerline

Existing Guardrail Cable

Existing Guardrail Metal

Existing Edge of Water

Existing Down Guy Wire Down Guy

Existing Fence

Existing Railroad

Existing Sanitary Force Main

Existing Storm Drain

Existing Storm Drain Force Main

Fence

Existing Field Line

Exst Flow

Flow

Existing Culvert

Existing Curb

Existing Valley Gutter

Existing Driveway Gutter

Existing Curb and Gutter

Existing Mountable Curb and Gutter

Existing Double Micro Loop Detector

Micro Loop Detector Double

Existing Overhead Sign Structure

Existing Micro Loop Detector

Micro Loop Detector

Existing Overhead Sign Structure Cantilever

Existing Railroad Switch

Overhead Sign Structure Cantilever

24 Inch Pipe

Reinforced Concrete Pipe

Signal Head with Mast Arm

Existing Signal Head with Mast Arm

3-Cable w Posts

Existing 3-Cable w Posts

Site Boundary

Existing Berm, Dike, Pit, or Earth Dam

Existing Ditch Block

Gravel Pit - Borrow Area

Existing Tree Boundary

Existing Brush or Shrub Boundary

Existing Retaining Wall

Existing Planter or Wall

Retaining Wall (Plan View)

W-Beam w Posts

Existing W-Beam Guardrail with Posts

Existing Sanitary Sewer

Existing Wet Area-Vegetation Break

Existing Ground Void

Line Styles

2930

Roger Weigel,

D-101-20

07-01-14

09/23/16

Existing Utilities Proposed Utilities

Traffic Utilities

Proposed Topography

Existing Topography

Sign Structures

REVISIONS

DATE CHANGE


NORTH DAKOTA

of Transportation



on and the original

PE- ,

Registration Number



Organized by Functional Groups

Added and Revised Items, 09-23-16

Limits of Const Transition Line

Bale Check

Rock Check

Sight Distance Triangle Line

Small Hidden Object

Existing Ground

Existing Topsoil (Cross Section View)

Large Hidden Object

Geotextile Fabric Type D

Geogrid

Geotextile Fabric Type R

Geotextile Fabric Type R1

Geotextile Fabric Type RR

Geotextile Fabric Type S

Floating Silt Curtain

Centerline Pavement Marking

Barrier with Centerline Pavement Marking

Barrier Pavement Marking

Stripe 4 IN Dotted Extension White

Stripe 8 IN Dotted Extension White

Stripe 8 IN Lane Drop

Wetland Mitigation

Easement

Existing Concrete

Existing Easement

Existing Aggregate (Cross Section View)

Existing Curb and Gutter (Cross Section View)

Tangent Line

Hidden Object

Topsoil Profile

Subgrade, Subcut or Ditch Grade

Existing Asphalt (Cross Section View)

Existing Reinforcement Rebar

Existing State or International Line

Existing Quarter Section Line

Existing County

Existing Section Line

Existing Township

Centerline

Existing Centerline

Supplemental Contour

Right of Way

Existing Right of Way

Existing Right of Way Railroad

Failure Line

Existing Conditions

Existing Ground (Details)

Existing Sixteenth Section Line

Existing Right of Way Not State Owned

Phantom Object

Centerline Main

Excavation Limits

Existing Government Lot Line

Existing Adjacent Block Lines

Existing Adjacent Lot Lines

Existing Adjacent Property Line

Existing Adjacent Subdivision Lines

Subgrade Reinforcement

Silt Fence

Tie Bar at Random Spacing

Fiber Rolls

Doweled Joint

Tie Bar 30 Inch 4 Foot Center to Center

Tie Bar 18 Inch 3 Foot Center to Center

Depression Contours

Tree Row

Sheet Piling

Existing Wetland Easement USFWS

Existing Wetland Jurisdictional

Existing Wetland

Reservation Boundary

Existing City Corporate Limits or

Existing Ground Void (Not Surveyed)

Dimension Leader

REVISIONS

DATE CHANGE


NORTH DAKOTA

of Transportation



on and the original

PE- ,

Registration Number



Line Styles

2930

Roger Weigel,

09/23/16

D-101-21

07-01-14

Erosion Control

Environmental

Right Of Way

Geotechnical

StripingCross Sections and Typicals

Boundary Control

Pavement Joints

Countours

Profile

Organized by Functional Groups

Added and Revised Items, 09-23-16

Bridge Details

North Arrow (Half Scale)

Truck Mounted Attenuator

Type I Barricade

Type II Barricade

Type III Barricade

Catch Basin

Cairn or Stone Circle

Video Detection Camera

Storm Drain Cap or Stub

Corrugated Metal End Section 18 Inch






Concrete Foundation

Ground Connection Conductor

Neutral Connection Conductor

Phase 1 Connection Conductor

Phase 2 Connection Conductor

Traffic Cone

Signal Controller

Pad Mounted Signal Controller

Alignment Data Point

Emergency Vehicle Detector

Attenuation Device

Diamond Grade Delineator Type A

Diamond Grade Delineator Type B

Diamond Grade Delineator Type C

Diamond Grade Delineator Type D

Diamond Grade Delineator Type E

Flexible Delineator

Flexible Delineator Type A

Flexible Delineator Type B

Flexible Delineator Type C

Flexible Delineator Type D

Flexible Delineator Type E

Delineator Type A

Delineator Type A Reset

Delineator Type B

Delineator Type B Reset

Delineator Type C

Delineator Type D

Delineator Type E

Delineator Drums

Spot Elevation

Existing Access Control Arrow

Existing Artifact

Existing Flashing Beacon

Existing Benchmark

Existing Railroad Battery Box

Existing Bush or Shrub

Existing Gas Cap or Stub

Existing Sanitary Cap or Stub

Existing Storm Drain Cap or Stub

Existing Water Cap or Stub

Existing Sanitary Cleanout

Existing Concrete Foundation

Existing Traffic Signal Controller

Existing Pad Mounted Signal Controller

Existing Sixteenth Section Corner

Existing Quarter Section Corner

Existing Section Corner

Existing Railroad Crossbuck

Existing Satellite Dish

Existing Fuel Dispensers

Existing Flexible Delineator Type A

Existing Flexible Delineator Type B

Existing Flexible Delineator Type C

Existing Flexible Delineator Type D

Existing Flexible Delineator Type E

Existing Delineator Type A

Existing Delineator Type B

Existing Delineator Type C

Existing Delineator Type D

Existing Delineator Type E

Existing EFB Misc

Existing Flashing Beacon

Existing Pipe Mounted Flasher

Existing Pad Mounted Feed Point

Existing Pipe Mounted Feed Point with Pad

Existing Pole Mounted Feed Point

Existing Railroad Frog

Existing Snow Gate 18



Existing Headwall

Existing Pedestrian Head with Number

Existing Signal Head

Existing Sprinkler Head

Existing Fire Hydrant

Existing Catch Basin Drop Inlet

Existing Curb Inlet

Existing Manhole Inlet

Existing Junction Box

REVISIONS

DATE CHANGE


NORTH DAKOTA

of Transportation



on and the original

PE- ,

Registration Number



Symbols

2930

Roger Weigel,

D-101-30

07-01-14

07/01/14

Existing Light Standard

Existing High Mast Light Standard 10 Luminaire








Existing Overhead Sign Structure Load Center

Existing Luminaire

Existing Light Standard Luminaire

Existing Federal Mailbox

Existing Private Mailbox

Existing Meander Section Corner

Existing Meter

Existing Electrical Manhole

Existing Gas Manhole

Existing Sanitary Manhole

Existing Sanitary Force Main Manhole

Existing Sanitary Manhole with Valve

Existing Storm Drain Manhole

Existing Force Main Storm Drain Manhole

Existing Force Main Storm Drain Manhole with Valve

Existing Telephone Manhole

Existing Manhole with Valve Water

Existing Water Manhole

Existing Mile Post Type A

Existing Mile Post Type B

Existing Mile Post Type C

Existing Reference Marker

Existing RW Marker

Existing Utility Marker

Iron Pin R/W Monument

Existing Object Marker Type I

Existing Object Marker Type II

Existing Object Marker Type III

Existing Electrical Pedestal

Existing Telephone Pedestal

Existing Fiber Optic Telephone Pedestal

Existing TV Pedestal

Existing Fiber Optic TV Pedestal

Existing Fuel Filler Pipes

Existing Traverse PI Aerial Panel

Existing Pole

Existing Power Pole

Existing Power Pole with Transformer

Existing Telephone Pole

Existing Wood Pole

Existing Post

Existing Pedestrian Push Button Post

Existing Control Point CP

Existing Control Point GPS-RTK

Existing Control Point TRI

Existing Reference Marker Point NGS

Existing Pull Box

Existing Intelligent Transportation Pull Box

Existing Water Pump

Existing Slotted Reinforced Concrete Pipe

Existing RR Profile Spot

Existing Fuel Leak Sensors

Existing Highway Sign

Existing Miscellaneous Spot

Existing Lighting Standard Pole

Existing Traffic Signal Standard

Existing Transformer

Existing Large Evergreen Tree

Existing Small Evergreen Tree

Existing Large Tree

Existing Small Tree

Existing Tree Trunk

Existing Pad Mounted Traffic Signal Control Box

Existing Undefined Manhole

Existing Undefined Pull Box

Existing Undefined Pedestal

Existing Undefined Valve

Existing Undefined Pipe Vent

Existing Gas Valve

Existing Water Valve

Existing Fuel Pipe Vent

Existing Gas Pipe Vent

Existing Sanitary Pipe Vent

Existing Storm Drain Pipe Vent

Existing Water Pipe Vent

Existing Weather Station

Existing Ground Water Well Bore Hole

Existing Windmill or Tower

Existing Witness Corner

Flashing Beacon

Flagger

Pipe Mounted Flasher

Sanitary Force Main with Valve

Iron Monument Found

REVISIONS

DATE CHANGE


NORTH DAKOTA

of Transportation



on and the original

PE- ,

Registration Number



Symbols

2930

Roger Weigel,

D-101-31

07-01-14

07/01/14

Pad Mounted Feed Point

Pipe Mounted Feed Point with Pad

Pole Mounted Feed Point

Headwall

Double Headwall with Vegitation Barrier

Single Headwall with Vegitation Barrier

Pole Mounted Head

Sprinkler Head

Fire Hydrant

Inlet Type 1

Inlet Type 2

Double Inlet Type 2

Inlet Grate Type 2

Junction Box

High Mast Light Standard 10 Luminaire








Relocate Light Standard

Overhead Sign Structure Load Center

Light Standard 100 Watt High Pressure Sodium Vapor Luminaire












Manhole

Manhole 48 Inch

Sanitary Force Main Manhole

Sanitary Sewer Manhole

Storm Drain Manhole

Storm Drain Manhole with Inlet

Reset Mile Post

Mile Post Type A

Mile Post Type B

Mile Post Type C

Right of Way Marker

Tubular Marker

Object Marker Type I

Object Marker Type II

Object Marker Type III

Caution Mode Arrow Panel

Back to Back Vertical Panel Sign

Double Direction Arrow Panel

Left Directional Arrow Panel

Right Directional Arrow Panel

Sequencing Arrow Panel

Truck Mounted Arrow Panel

Power Pole

Wood Pole

Pedestrian Push Button Post

Property Corner

Pull Box

Intelligent Transportation Pull Box

Sanitary Pump

Storm Drain Pump

Reinforced Pavement

Reinforced Concrete End Section 15 Inch








Reset Right of Way Marker

Reset USGS Marker

Right of Way Markers

Riser 30 Inch

Continuous Split Barrel Sample

Flight Auger Sample

Split Barrel Sample

Thinwall Tube Sample

Highway Sign

SNOW GATE 18 FT

SNOW GATE 28 FT

SNOW GATE 40 FT

Standard Penetration Test

Transformer

Inclinometer Tube

Underdrain Cleanout

Excavation Unit

Water Valve

HDWL

CS

BF

AS

BT

Incl

N

Alignment Monument

Iron Pin Reference Monument

REVISIONS

DATE CHANGE


NORTH DAKOTA

of Transportation



on and the original

PE- ,

Registration Number



Symbols

2930

Roger Weigel,

07-01-14

07/01/14

D-101-32

Top Post Receiver Data Table

A B C D E FSizes (B)

Square Post

Perforated Tube

Slip Base Assembly

Multi-Directional

Bolt Retainer for Base Connection

Ground line

Ground line

12"

25"

15"

3"

4"

"21

"87

"211

2"

2"

"211

"43

1"

"212

8"

"1696

"16155

"16156

"43

60"

6"

6" 6"

3" 3"

4"

24"

1"

1"

12"

6" 6"

7"

1"

1"

"16115

12"

"3293 "32

93

"1652

"833

"1611

"16115

D

E

E

F

"1652

"833

"1611

"1671

"3293 "32

93

"1696

C

A

A

B

A A

60^

6" dia.

6" dia.

6" dia.

9" 9"

60^

Traffic Flo

w

Anchor unit

Ground line

Anchor unit

Post sleeve

"214

Traffic Flo

w

"1671

of Posts

Number

Gauge

ness

Thick-

Wall

Gauge

ness

Thick-

Wall

Base

Slip Gauge

Standard

U.S.

1

1

1

1

1

1

2

2

2

3 & 4

3 & 4

3 & 4

3 & 4

3 & 4

2 12

12

12

12

12

12

12

12

12

12

10

10

10

12

12

12

12

10

No

No

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

Yes

0.105

0.105

0.105

0.135

0.135

12

12

12

12

10

10

1.702

2.416

2.773

3.432

3.141

4.006

0.129

0.372

0.561

0.605

0.804

0.979

0.380

0.590

0.695

0.841

0.803

1.010

0.172

0.372

0.499

0.590

0.643

"3291

"6491

"212

"212

"1653

"3213

"85

"3225

"32211

"64331

"431

"871

"x10 ga.212

"x10 ga.1632

"-13 gr. 8 serrated flange nut21

" U.S.S. steel flat washer21

" stainless release bushing21

" U.S.S. steel flat washer21

" gr. 8 flange bolt43"x22

1

"83

"163

"83

washer and lock washer

" dia. bolt with83

and lock washer or rivet

" dia. bolt with washer83

and lock washer

" dia. bolt with washer83

" dia.169

" dia.212

" Reprocessed Teflon321Bolt Retainer-

in.

of Inertia

Moment

2 x 2

(A)

Telescoping Perforated Tube

163 x 216

32

21 x 22

12

21 x 22

12

41 x 24

12

21 x 12

11

4 2 3in.

Modulus

Section

in.

Sec. Area

Cross

in.

Size

Post

in.

Size

Sleeve

in.

Base

Slip

without

Size

Anchor

412

212

412

412

1632

412

212

212

412

212

412

212

212

212

212

412

212

in.

Thickness

Wall

lbs.

per Foot

Weight

2

2

412

212

2 12 Yes212

2 12 Yes412

2 12 12 Yes4122

12

2 12

10

3

2

No

No

0.105

0.785

Anchor unit

" teflon bolt retainer321

4" max.

4" max.

Anchor Unit and Post Assembly

(one post installation)

minimum 10 gauge

Anchor plate shall be a

(two post installation)

minimum 10 gauge

Anchor plate shall be a

Top Post Receiver

Bottom Soil Stub

in.

Size

Tube

"x10 ga. for additional wind load.21"x10 ga. may be inserted into 216

3(B) The 2

(A) The breakaway base is required when the support is placed in weak soils. The Engineer shall determine if the soils are weak.

Properties of Telescoping Perforated Tube

60"

"165R=

"165R=

and Post Sleeve Assembly

Slip Base Anchor Unit

Multi-Directional

Plate - ASTM A572 grade 50

Stabilizing Wing - 7 gauge H.R.P.O. ASTM A1011

Tube - 3"x3"x7 gauge ASTM A500 grade B tube

5. Four post signs shall have over 7’ between the first and the fourth posts.

4. When used in concrete sidewalk, anchor shall be same except without the wings.

and below post location and also back and ahead of the post.

3. The 4" vertical clearance is required for the anchor or breakaway base. The 4"x60" measurement shall be made above

2. Anchor shall have a yield strength of 43.9 KSI and tensile strength of 59.3 KSI.

1. Slip base bolts shall be torqued as specified by the manufacturer.

Notes:

" ASTM A36 structural angle83"x2

1"x221Angle Receiver - 2

Plate - ASTM A572 grade 50

2-28-14

2930

BREAKAWAY SYSTEMS FOR CONSTRUCTION ZONE SIGNS D-704-7

REVISIONS

DATE CHANGE


NORTH DAKOTA

of Transportation



on and the original

PE- ,

Registration Number



Roger Weigel,

2/28/14

Front View Side View

Anchor unit

Ground line1"

"43 1" 4" 1.938" 8.562" .875"

1"

.375".375"

17.125"

1"

U-Channel Post

Retainer strap

Anchor unit

4"

38"

42"

Ground line

38"

4"

Retainer Strap Detail

Sign post

Sig

n p

ost

Sig

n p

ost

Anchor unit

Back View

Sign post

Ground line

Sign post

Ground line

16" min.

18" min.

2" max.

Alternate A

Breakaway U-Channel Detail

Detail A

(see detail)

Retainer strap

See Detail A

See Alt. A Note 4

See Alt. A Note 1c

(see Alt. A Note 1b)

Retainer strap

(see Alt. A Note 3)

and lock washer

Grade 8 bolt, nut,

(see Alt. A Note 3)

and lock washer

Grade 8 bolt, nut,

18"

Note 4

See Alt. Aanchor unit

and on back side of

front side of sign post

Retainer strap is on

(60" min.)

Anchor unit

(42" min.)

Anchor unit

lock washers

lock nuts and

2- bolts grade 5,

lock washers

lock nuts and

2- bolts grade 5,

lock washers

lock nuts and

2- bolts grade 5,

lock washers

lock nuts and

2- bolts grade 5,

(2.5 and 3 lb/ft)

Alternate C

Breakaway U-Channel Splice Detail

(2.5 and 3 lb/ft)

Alternate B

Breakaway U-Channel Splice Detail

A maximum of 2 posts shall be installed within 7’.

A maximum of 3 posts shall be installed within 7’.A maximum of 3 posts shall be installed within 7’.

sign post at the bolts have full contact across the entire width.

5. The base post, strap and sign post shall be properly nested. Proper nesting occurs when all flat surfaces of the base post, strap, and

"x2" bolt (this fastens sign post to retainer strap).1654. Complete assembly by tightening

b) Alternately tighten two connector bolts.

"x2" bolt, lock washer and nut in bottom of sign post to facilitate alignment of sign post with proper hole in anchor unit.165a) Place 3.

b) Rotate strap to vertical position.

a) Drive anchor unit to 4" above ground.2.

d) Rotate strap 90° to left.

"x2" bolt, lock washer and nut.165c) Assemble strap to back of anchor unit using

b) Proper assembly established by lining up the bottom hole of retainer strap with the 6th hole from the top of the anchor unit.

a) Drive anchor unit to within 12" of ground level. 1.

Alternate A Steps of Installation:

REVISIONS

DATE CHANGE


NORTH DAKOTA

of Transportation



on and the original

PE- ,

Registration Number


This document was originally2-28-14

2930

BREAKAWAY SYSTEMS FOR CONSTRUCTION ZONE SIGNS D-704-8

Roger Weigel,

2/28/14

Background: orange

Legend: black (non-refl)

48"

"216"8

75

"83

"85

"211R

24"

"433

"433

"214

6"C

6"C

20""4119

"4316 18"

2""212

Background: orange


"4124"16

324 24"

"433

"214

"433

6"C

6"C

60"

"211R

"83

"85

19"19"

G20-1-60

Background: orange


24"

"433

"214

"433

6"C

6"C

60"

"85

"83

"211R

"161515"16

1515

G20-1b-60

Background: orange


G20-50a-72

36"

5"

4"

5"

6"C

72"

19"19"

6"C

4"

6"C

33""16715"8

514

"16152 "16

152

"1671533" "8

514

"85

"87

"412R

Background: orange


G20-52a-72

"1671533" "8

514

"16152

19"19"

"85

"83

"211R

24"

"214

3"

"214

6"C

6"C

72"

G20-55-96

Background: orange


48"

"16157

3"

"1677

5"C

6"C

"1675

6"C

96"

"411

"16155

"163336""8

1166""16720

"8740"8

740

"161116""16

927 13"6"

"161331"16

1331

"163245""2

1255""16714

"16137"16

137

3"R

"43

"411

G20-2-48

G20-52a-72

G20-50a-72

"852

"415"8

39

"21R

"83

3"

3"

30"

"213

"213

36"

Background: orange


"212

6"C

G20-4b-36

"16514 "8

711

"2131"

"16158

"16158

"1616

"1616

"21

"43

48"

48"

1"

"435

E5-1-48

See ARROW DETAILS

See ARROW DETAILS

ARROW DETAILS

"16922"16

922

"161314"16

1314

3"R

10"EM

"435

"161518

"217

"161314"4

312

60°

Background: green

Legend: white

"43R

"4113"4

316

"211

"838

"838

"214

14"

30"

"43R

"/ft21

Taper

6"C

6"C

"212

"871R

Background: orange


24"

4"

5"D

30"

"83

"85

"211R

12""2111

8"

7"

9"9" See ARROW DETAILS

M4-9-30

M4-9(L or R)-30 &

"1611R

"1611R

4"

4"

"874

"817"16

9

"213

"431

6"4"

4"

"8710 "8

17

"169

9"

"213

"213

"215

Advanced Right or Left

M4-9(L or R)-30

Straight

M4-9-30

"32315

"32315

4"

4"

"817"8

710

"213

"169

"1611R

Right or Left

M4-9(L or R)-30

"431

E5-1(L or R)-48

(A)

or left.

Arrow may be right or left of the legend to indicate construction to the right (A)

NOTES:

See ARROW DETAILS

REVISIONS

DATE CHANGE


NORTH DAKOTA

of Transportation



on and the original

PE- ,

Registration Number



2930

CONSTRUCTION SIGN DETAILS D-704-9TERMINAL AND GUIDE SIGNS

Roger Weigel,

8/13/13

R2-1a-24

Background: white


18"18"

19"19"

48"

30"

"21

"43

5"

4"

5"

Background: white


R11-2a-48

Background: white


R11-4a-60

30"

60"

"871R

"2122 "16

524

1"3"

"413

3"

"4124"4

124

"21

"43

"871R

4"

"212

"212

4"

6"C

6"C

5"C

8"D

8"D

Background: white


60"

1"3"

"2122 "16

524

"43

"21

"871R

3""815

R11-3c-60

Background: white


30"

4"

"833

"833

"414

4"C

6"C

5"C

"8512"8

53 "871

"8317

"8113 3" 10"8" 11"

"213

24"

5"

5"

5"D

5"D

24"

4"

"1618

"16137

"83

"85

"16139

"1699

R1-50-24

"211R

"818

"818

18"

"1653

"1653

"1693

"83

"85

24"

"212

"212

"1693

"211R

3"D

2"

3"D

2"

3"D

REVISIONS

DATE CHANGE


NORTH DAKOTA

of Transportation



on and the original

PE- ,

Registration Number



D-704-10

2930

CONSTRUCTION SIGN DETAILS

REGULATORY SIGNS

Roger Weigel,

8/13/13

Background: orange


48"

48"

3"R

15"15"

"16114"16

114

"873

3"

6"C

6"C

6"C

3"

3"

48"

W22-8-48

Background: orange


1"

3"R

48"

7"C

7"C

"411

"43

"411

6"C

6"C

6"C

"411

"43

3"R

48"

48"

W8-56-48

Background: orange


"213

"8112"16

312

"16151112"

"871314"

Background: orange


48"

"4116"4

116

"4121"4

121

7"C

7"C

4"

"43

"411

3"R

48"

"214

W20-51-48

Background: orange


54"

"16322"16

322

12"

3"

6"C

3"

W20-52-54

"83"16

7

WORD LETTER SPACING

AHEAD Standard

Standard

Standard

Standard

Standard

200 FT

350 FT

500 FT

1000 FT

1500 FT

MILE21

1 MILE

6"D

6"D

48"

Background: orange


3"

"16151617"

"8313"16

513

"43

"411

3"R

48"

6"

6"

* DISTANCE MESSAGES

6"D

"873

W21-50-48

W21-51-48

"43

"161111"16

119

5"22" "21

"87183"

"1633 3"

"213

"213

"211R

Reduce 40%

Reduce 40%

Reduce 50%

ARROW DETAILS

Background: orange


W5-8-48

48"

48"

3"R

"879"8

79

"16116"16

116

"16111"16

111

"16119

"16119

"412

6"D

6"D

6"D

6"D

"214

"214

"214

W5-9-48

48"

W5-9-48

Background: orange


"1691

3"R

48"6"D

6"D

6"D

6"D

3"

3"

3"

"8310"8

310

"161310"16

1310

"16116"16

116

"8110"8

110

3"

"1617

"852

"83

"214

"167R

"412

"811

45°

"852

6"C

6"C

6"C

"213

"213

"212

3"R

48"

48"

W8-53-48

Background: orange


"16151112"

"16515"8

315

"871314"

"411

"43

"43

"411

"43

"411

6"C

6"C

"213

"213

"212

3"R

48"

48"

W8-54-48

Background: orange


"16151112"

"16515"8

315

"43

"411

W8-55-48

Background: orange


7"C

7"C

4"

4"

"43

"411

3"R

48"

48"

17"17"

14""161513

"213

7"C

6"C

"1693

"1693

DETAILS

See ARROW

*

*

*REVISIONS

DATE CHANGE


NORTH DAKOTA

of Transportation



on and the original

PE- ,

Registration Number



D-704-11

2930

CONSTRUCTION SIGN DETAILS

WARNING SIGNS

Roger Weigel,

8/13/13

15"

48" 48"

16"

16"

12"

6’ min

shoulder

Edge of finished

lane

Edge of driving

6’ to 16’

(secondary sign)Vertical clearance

(main sign)Vertical clearance

15"

48" 48"

16"

16"

18"

18"

6"

12"

4"

(urban areas)

Orange flags

3" 21"

60"

60"

24"

12"

12"

12"

15" 15"24"3"

3"

18"

54"

48"

12"

24"

12"

12" 12"24"

9"

12" 24" 12"

48"

12"

24"

18"

3"

3"

10"

20"

20"

10"

60"15"

30"3"

3"

24"

16"

16"

48"

15"

48"

12"

W16-2P-30

24"

30"

3"3"

3"

24"

3"

21"

18"

supports

Extend

48"

15"

15"

18"

30"3"

12"

24"15"

54"

15"

6"24"

24"

30"

3"3"

30"

3"

21"

24"

3"

48"

24" 12"12"

12"

24"

12"

48"

9"

3"

3"

24"

24"

54"

15" 15"24"3"

3"

18"

12"

24"

12"

48"supports

Extend

64"

24"12" 12"

6" 6"32"32"32"

108"

48"

16" 16"

96"

32"32"

12" 12"

72"

36"

24"24"

12" 12"

72"

24"24"

24"

12" 12"

60"

36" 12" 12"

48"

24"

"211

"211

"211

"21

12"

12"

"211

3"3" 24" "2

1

15"

"211

"211

12"

24"

"2110

21"

21"

36"

18"

18"

36"

18"3"

3"

3"

3"

6"

6"3"

3"

30"

15"

(48" x 48" diamond warning sign shown)

TYPICAL SECTION

R1-2-60 - YIELD SIGN

section sheet pcn no. job # 22 nd north dakota … 22... · 2017-02-03 · state project no....

Documents