PCN State Project No. Sheet No. PLANS - gfcounty.nd.govgfcounty.nd.gov/sites/default/files/pdf/2018...

Sheet No.Project No.State

ND 1

PLANS

For The Proposed Improvement

GRAND FORKS COUNTY HIGHWAY

CHIP SEAL COAT

COUNTY PROJECT CP-1800(018)

15

24

16

16

20

20

16

21

6

6

15 15

15

18

18

18

3 22

5

14

11

6

4

81

25 25

13

8

32

32

2 Grand Forks

18

18

Inkster

Johnstown

Gilby

ArvillaEmerado

Northwood

Larimore

Manvel

Thompson

Reynolds

G. F. Airbase

2 U.S. Highway

18 State Highway

11 County Highway

11 County Gravel

Seal Coat Projects

Standard Specifications for Road and Bridge Construction

Adopted by the North Dakota Department of Transportation,

October, 2014 shall apply to all North Dakota Department of

Transportation contracts, standard drawings currently in

effect, and other contract provisions submitted herein.

GOVERNING SPECIFICATIONS

DESIGN DATA

CP-1800(018)

PROJECTS MILES-GROSS MILES-NET

55.937 55.929

TOTAL 55.937 55.929

CP-1800(018)

Project consists of 55.937 miles of Chip Seal Coat

on various bituminous surfaced County Routes #1, #2, #11 & #33.

PCN

POC: Scott Clayton

P.O. Box 5682

Grand Forks, ND 58206

(701) 780-8248

Surveyed & Designed

PS & E Corrections

10

Mekinock

25

Current Traffic (2018) Pass 280 Total

Current Traffic (2018) Truck 60 Total

3

N

S

EW

19

1

33

11

Kempton

CP-1800(018)

81

6

5

32

17

81

26

7

5

11

End Project CP-1800(018) – CR #33Sta. 2953+49 = The SE Corner of Sec. 8, T 153 N, R 53 W

Begin Project CP-1800(018)Sta. 0+00 = A point 2,821' east of SW Corner of Sec. 13, T 154 N, R 55 W

0+00

80

+34

133+18

186+07

238+94

291+83

344+69

398+15

450+92

503+70

556+69

609+43

661+93

712+80

765+34

816+44

869+88

921+25

940+34 940

+34

979+96

10

32

+54

10

77

+79

1077+79

1130+65

1182+69

1235+63

1288+66

1341+36

1399+34

1452+34

1505+14

1558+07

1610+92

1663+86

1717+29

1770+16

1823+01

1875+87

2034+631981+631928+661875+87

2034+63

2068+7

9

2121+5

7

21

74

+43

22

27

+36

22

80

+31

23

21

+80

2369+89 24

29

+27

24

82

+13

25

34

+98

25

83

+22

25

83

+22

26

36

+13

26

88

+95

27

41

+71

27

94

+65

28

47

+47

29

00

+68

29

53

+49

CR #1

CR

#2

CR #33

CR #11

10-15-2017

01-23-2018

End Project CP-1800(018) – CR #1Sta. 1077+79 = 4,525' East of SECorner of Sec. 20, T 154 N, R 51 W

29

29

29

Begin Project CP-1800(018) – CR #2Sta. 1077+79 = SE Corner of Sec. 31,T 151 N, R 53 W

End Project CP-1800(018) – CR #2Sta. 2034+63 = NE Corner of Sec. 5,T 154 N, R 53 W

Begin Project CP-1800(018) – CR #11Sta. 2034+63 = Sta. 124+00 on Project No. F-6-002(17)

End Project CP-1800(018) – CR #11Sta. 2583+00 = Sta. 656+11.9 onProject No. FAP 217 REOP

Begin Project CP-1800(018) – CR #33Sta. 2583+22 = SW Corner of Sec. 8,T 153 N, R 54 W

This document was originallyIssued and sealed by

Nicholas J. WestRegistration Number PE-5961

On 02-01-2018Document is stored at the

Grand Forks County HighwayDepartment

State Project No. Sheet No.

2CP-1800(018)ND

Table

of

Contents

1.) Title Page

2.) Table of Contents

3.) Notes

4.) Notes

5.) Estimate of Quantities CP-1800(018)

6.) Typical Section & Basis of Estimate CR #1

7.) Typical Section & Basis of Estimate CR #1, #2, #11, #33




11.) Construction Sign Detail CR #1


13.) Construction Sign Detail CR #11 & #33



16.) Construction Sign Detail CR #11 & #33

17.) Traffic Control Devices CR #1




D-704-3 Lane Markers for Seal Jobs Only

D-704-7 Breakaway Systems for Construction Zone Signs

D-704-8 Breakaway Systems for Construction Zone Signs

D-704-9 Construction Sign Detail



D-704-14 Construction Sign and Barricade Assembly Details

D-704-15 Construction Sign and Barricade Location Details



D-704-50 Portable Sign Support Assembly

D-762-1 Pavement Marking Message Details

D-762-4 Pavement Marking

D-762-5 Pavement Marking for Standard 90 Degree Flared Intersection

D-762-11 Short Term Pavement Marking

Sheet No. Description List of Standard Drawing

TABLE OF CONTENTS






ND CP-1800(018) 3

Notes

NOTES

704 TRAFFIC CONTROL FOR SEAL COATS: Traffic control for the seal coat shall

consist of a temporary road closure, flagging, and a pilot car. Traffic Control

Devices shall comply with the following Standard Drawings:

1.) Standard D-704-15 layout A: For construction signing just beyond the

daily work areas during seal coat operation. Intermediate flagging station will

require signs W20-7a-48 only.

2.) Standard D-704-20 layout H: For construction signing during seal coat

operations.

3.) Standard D-704-22, layout K and L: For trucks hauling material

4.) Standard D-704-7, 8, 9, 10, 11, and 14 are applicable.

5.) Standard D-704-3, Lane Markers for Seal Jobs (Spotting Tabs)

The required traffic control signs and devices are included in the "Traffic Control

Devices List" and will be measured and paid at the Contract Unit Price for each

device. Additional devices require to accommodate the Contractor's operation

shall be the Contractor's responsibility. The Contractor is allowed to use portable

signs.

762 RAISED PAVEMENT MARKERS: RPMs shall be installed every 200 feet along the

centerline and at the beginning and end of no passing zones.

County Road #1

Station to Station Rt/Lt Length Overlap

73+19 79+69 Rt. 650'

80+99 87+49 Lt. 650'

190+42 195+47 Rt. 505'

195+47 200+59 Lt. 512'

278+75 288+36 Lt. 961'

333+55 344+51 Rt. 1,096'

333+55 344+51 Lt. 1,096' 1,096'

443+92 450+42 Rt. 650'

451+42 454+37 Rt. 295'

451+12 459+57 Lt. 815' 295'

538+38 544+88 Rt. 650'

706+10 712+60 Rt. 650'

713+00 719+50 Lt. 650'

761+34 767+84 Rt. 650'

768+24 774+74 Lt. 650'

812+32 818+82 Rt. 650'

818+38 824+88 Lt. 650' 44'

932+49 939+77 Rt. 728'

938+34 939+77 Lt. 143'

940+84 947+34 Lt. 650'

1077+00 1077+79 Rt. 79'

762 SHORT TERM PAVEMENT MARKING: The quantity for Short Term Striping is based

on one application.

Pavement marking paint for short term striping shall be commercially available traffic marking paint.

Glass beads for short term pavement marking shall meet the requirement of Standard Specification

880.02 and be tested approved prior to use on the project.

762 PAVEMENT MARKING PAINTED MESSAGE: The contractor shall install pavement

marking on the both side of RR Tracks at Sta. 451+74 and one side of RR Tracks

at Sta. 939+30.

762 PAVEMENT MARKING EDGE LINE: A 4 inch white edge line has been added to

quantity to be used throughout the length of the project. Edge line shall continue through

private drives and field drives, and break for intersections. Project CP-1800(018) crosses BNSF Railway at Sta. 939+30 DOT #062526V

NPR Railway at Sta. 451+74 DOT #081 9670

Contact Person: Nels Christianson 701-281-0326 R/W (BNSF)

Cheryl Harlow 701-229-330 R/W (NPR)

Camille Barbosa 817-230-2634 Insurance

107 RAILWAY PROTECTION INSURANCE

420 COVER COAT MATERIAL CL 41: Contractor is allowed to use Class #41, 41M,

or 43 for cover coat material.






ND CP-1800(018) 4

Notes

NOTES

County Road #2


1078+59 1085+09 Lt. 650'

1137+78 1137+78 Lt. 650'

1140+24 1146+91 Lt. 667'

1154+41 1160+91 Rt. 650'

1160+60 1167+10 Lt. 650'

1174+77 1186+55 Rt. 1,178'

1174+77 1190+68 Lt. 1,591' 1,178'

1228+93 1235+43 Rt. 650'

1235+83 1242+33 Lt. 650'

1334+68 1341+18 Rt. 650'

1341+58 1348+08 Lt. 650'

1391+97 1402+43 Rt. 1,046'

1396+65 1407+11 Lt. 1,046' 578'

1423+76 1430+26 Lt. 650'

1446+29 1452+18 Rt. 589'

1452+57 1459+07 Lt. 650'

1604+06 1610+56 Rt. 650'

1611+33 1623+20 Rt. 1,187'

1611+33 1623+20 Lt. 1,187' 1,187'

1623+74 1635+02 Rt. 1,128'

1623+74 1635+02 Lt. 1,128' 1,128'

1635+91 1642+93 Rt. 702'

1635+91 1642+93 Lt. 702' 702'

1868+87 1875+37 Rt. 650'

1876+37 1882+87 Lt. 650'

762 SHORT TERM PAVEMENT MARKING: The quantity for Short Term Striping is based

on one application.

Pavement marking paint for short term striping shall be commercially available traffic marking paint.

Glass beads for short term pavement marking shall meet the requirement of Standard Specification

880.02 and be tested approved prior to use on the project.

County Road #11


2035+13 2041+63 Lt. 650'

2079+95 2084+80 Rt. 485'

2090+39 2096+09 Lt. 570'

2097+26 2103+26 Rt. 600'

2106+71 2113+21 Lt. 650'

2130+10 2134+82 Lt. 472'

2167+73 2174+23 Rt. 650'

2174+63 2181+13 Lt. 650'

2211+33 2227+07 Rt. 1,574'

2217+58 2227+07 Lt. 949 949'

2227+67 2234+17 Lt. 650'

2316+33 2322+96 Rt. 663'

2324+05 2337+57 Rt. 1,352'

2324+05 2337+57 Lt. 1,352' 1,352'

2338+18 2344+75 Lt. 657'

2363+41 2397+71 Rt. 3,430'

2371+79 2397+71 Lt. 2,592' 2,592'

2413+69 2439+69 Rt. 2,600'

2423+26 2441+89 Lt. 1,863' 1,643'

2472+85 2480+16 Rt. 731'

2483+06 2489+56 Lt. 650'

2501+12 2507+62 Rt. 650'

2511+81 2518+31 Lt. 650'

2575+35 2582+66 Rt. 731'

County Road #33

2584+07 2590+57 Lt. 650'

2610+95 2617+45 Rt. 650'

2946+42 2952+92 Lt. 650'






ND CP-1800(018) 5

Estimate

of

Quantities

Spec

NoCode

NoDescription Unit CR #1 CR #2 CR #11

103 0100 Contract Bond L Sum 0.36 0.33 0.19

107 0101 Railway Protection Insurance L Sum

420 0111 CRS2P Emulsified Asphalt Gal 133,052 120,538 69,488

420 0125 Cover Coat Material Cl 41 Ton 3,737 3,370 1,902

702 0100 Mobilization L Sum 0.36 0.33 0.19

704 1000 Traffic Control Signs Unit 2,786 2,016 1,344

762 0103 Pvmt Mk Painted - Message SF

762 0460 Short Term Painted Line – Seal Jobs LF 39,930 43,323 37,903

762 1104 Pvmt Mk Painted 4 In Line LF 234,703

Estimate of Quantities CP-1800(018)

255,488 147,629

1

398

CR #33CP-1800(018)

Quantity

0.12 1

1

46,901 369,979

1,284 10,293

0.12 1

672 6,818

398

11,207 132,363

85,263 723,083





State

ND

Project No.

CP-1800(018)

Sheet No.

6

Typical Section

&

Basis Estimate

28' Seal & 24' Cover Coat

2.0' Seal

Shoulder

2.0' Seal

Shoulder29' Seal & 24' Cover Coat

2.5' Seal

Shoulder

2.5' Seal

Shoulder

Description Unit Width Unit/Mile

CRS2P Emulsified Asphalt Gal 29' 6,465

@ 0.38 gal/sy

Cover Coat Material Cl. 41 Ton 24' 183

@ 26 lbs/sy



@ 0.38 gal/sy


@ 26 lbs/sy

Basis of Estimate

Basis of Estimate

Sta. 0+00 to Sta. 80+34 = 8,034' CR #1Sta. 80+34 to Sta. 450+92 = 37,058' CR #1

TYPICAL SECTION & BASIS OF ESTIMATE





State

ND

Project No.

CP-1800(018)

Sheet No.

7

Typical Section

&

Basis Estimate


3.5' Seal

Shoulder

3.5' Seal


3.0' Seal

Shoulder

3.0' Seal

Shoulder



@ 0.38 gal/sy


@ 26 lbs/sy



@ 0.38 gal/sy


@ 26 lbs/sy

Basis of Estimate

Basis of Estimate

Sta. 450+92 to Sta. 1077+79 = 62,687' CR #1

Sta. 2034+63 to Sta. 2583+22 = 54,859' CR #11

Sta. 2583+22 to Sta. 2953+49 = 37,027' CR #33

Sta. 1077+79 to Sta. 1394+00 = 31,621' CR #2

Sta. 1402+12 to Sta. 1452+34 = 5,022' CR #2






State

ND

Project No.

CP-1800(018)

Sheet No.

8

Typical Section

&

Basis Estimate


4.0' Seal

Shoulder

4.0' Seal


3.5' Seal

Shoulder

3.5' Seal

Shoulder



@ 0.38 gal/sy


@ 26 lbs/sy



@ 0.38 gal/sy


@ 26 lbs/sy

Basis of Estimate

Basis of EstimateSta. 1394+00 to Sta. 1402+12 = 812' CR #2

Sta. 1452+34 to Sta. 1610+92 = 15,858' CR #2






State

ND

Project No.

CP-1800(018)

Sheet No.

9

Typical Section

&

Basis Estimate


1.5' Seal

Shoulder

1.5' Seal


1.0' Seal

Shoulder

1.0' Seal

Shoulder



@ 0.38 gal/sy


@ 26 lbs/sy



@ 0.38 gal/sy


@ 26 lbs/sy

Basis of Estimate

Basis of Estimate

Sta. 1610+92 to Sta. 1645+70 = 3,478' CR #2 - Gilby

Sta. 1645+70 to Sta. 1875+87 = 23,017' CR #2






State

ND

Project No.

CP-1800(018)

Sheet No.

10

Typical Section

&

Basis Estimate


2.0' Seal

Shoulder

2.0' Seal

Shoulder



@ 0.38 gal/sy


@ 26 lbs/sy

Basis of Estimate

Sta. 1875+87 to Sta. 2034+63 = 15,876' CR #2






State

ND

Project No.

CP-1800(018)

Sheet No.

11

32

183

3

10

15

2

Johnstown

Gilby

21

16

16

4

18

20

20

24

15

15

18

4

Larimore

23

12

18 3

13

22

17

7

25 25

26

6

6 6

6

Kempton

6

8

8

17

5

5

5

49

St

Eagle Ave.

33 33

11

11

18

18

2

2

2

Grand Forks

29

29

29

81

81

Emerado

Thompson

Reynolds

48

St

47

St

46

St

45

St

44

St

43

St

42

St

41

St

40

St

39

St

38

St

37

St

36

St

35

St

34

St

33

St

32

St

31

St

30

St

29

St

28

St

27

St

26

St

25

St

24

St

23

St

22

St

21

St

20

St

19

St

18

St

17

St

16

St

15

St

14

St

13

St

12

St

11

St

10

St

9 S

t

8 S

t

7 S

t

6 S

t

5 S

t

4 S

t

3 S

t

1 Av

2 Av

3 Av

4 Av

5 Av

6 Av

7 Av

8 Av

9 Av

10 Av

11 Av

12 Av

13 Av

14 Av

15 Av

16 Av

17 Av

18 Av

19 Av

20 Av

21 Av

22 Av

23 Av

24 Av

25 Av

26 Av

27 Av

28 Av

29 Av

30 Av

31 Av

32 Av

33 Av

34 Av

35 Av

36 Av50

St

Inkster

Arvilla

4

32nd Ave.

3

3

13

2

2

2

2

4A

1 1 1

1

10

Construction Sign Detail County Road #1

Construction Sign

Detail

Mekinock

9

Northwood

Manvel

McCanna

3

N

S

EW

1,2,3,4

5,6,7,8

9,10,11,12

13,14,15,16

17,18,19,20

21,22,23,24

25,26,27,28

29,30,31,32

33,34,35,36

37,38,39,40

41,42,43,44

45,46,47,48

49,50,51,52

53,54,55,56





State

ND

Project No.

CP-1800(018)

Sheet No.

12

32

183

3

10

15

2

Johnstown

Gilby

21

16

16

4

18

20

20

24

15

15

18

4

Larimore

23

12

18 3

13

22

17

7

25 25

26

6

6 6

6

Kempton

6

8

8

17

5

5

5

49

St

Eagle Ave.

33 33

11

11

18

18

2

2

2

Grand Forks

29

29

29

81

81

Emerado

Thompson

Reynolds

48

St

47

St

46

St

45

St

44

St

43

St

42

St

41

St

40

St

39

St

38

St

37

St

36

St

35

St

34

St

33

St

32

St

31

St

30

St

29

St

28

St

27

St

26

St

25

St

24

St

23

St

22

St

21

St

20

St

19

St

18

St

17

St

16

St

15

St

14

St

13

St

12

St

11

St

10

St

9 S

t

8 S

t

7 S

t

6 S

t

5 S

t

4 S

t

3 S

t

1 Av

2 Av

3 Av

4 Av

5 Av

6 Av

7 Av

8 Av

9 Av

10 Av

11 Av

12 Av

13 Av

14 Av

15 Av

16 Av

17 Av

18 Av

19 Av

20 Av

21 Av

22 Av

23 Av

24 Av

25 Av

26 Av

27 Av

28 Av

29 Av

30 Av

31 Av

32 Av

33 Av

34 Av

35 Av

36 Av50

St

Inkster

Arvilla4

32nd Ave.

3

3

13

2

2

2

4A

1 1 1

1

10

Construction Sign Detail County Road #2

Construction Sign

Detail

Mekinock

9

Northwood

Manvel

McCanna

3

N

S

EW

57,58,59,60

61,62,63,64

14

65,66,67,6869,70,71,72

73,74,75,7677,78,79,80

81,82,83,8485,86,87,88

89,90,91,9293 95

96,97,98,99

100,101,102,103

104,105,106,107





State

ND

Project No.

CP-1800(018)

Sheet No.

13

32

183

3

10

15

2

Johnstown

Gilby

21

16

16

4

18

20

20

24

15

15

18

4

Larimore

23

12

18 3

13

22

17

7

25 25

26

6

6 6

6

Kempton

6

8

8

17

5

5

5

49

St

Eagle Ave.

33 33

11

11

18

18

2

2

2

Grand Forks

29

29

29

81

81

Emerado

Thompson

Reynolds

48

St

47

St

46

St

45

St

44

St

43

St

42

St

41

St

40

St

39

St

38

St

37

St

36

St

35

St

34

St

33

St

32

St

31

St

30

St

29

St

28

St

27

St

26

St

25

St

24

St

23

St

22

St

21

St

20

St

19

St

18

St

17

St

16

St

15

St

14

St

13

St

12

St

11

St

10

St

9 S

t

8 S

t

7 S

t

6 S

t

5 S

t

4 S

t

3 S

t

1 Av

2 Av

3 Av

4 Av

5 Av

6 Av

7 Av

8 Av

9 Av

10 Av

11 Av

12 Av

13 Av

14 Av

15 Av

16 Av

17 Av

18 Av

19 Av

20 Av

21 Av

22 Av

23 Av

24 Av

25 Av

26 Av

27 Av

28 Av

29 Av

30 Av

31 Av

32 Av

33 Av

34 Av

35 Av

36 Av50

St

Inkster

Arvilla

4

32nd Ave.

3

3

13

2

2

2

2

4A

1 1 1

1

10

Construction Sign Detail County Roads #11 & #33

Construction Sign

Detail

Mekinock

9

Northwood

Manvel

McCanna

3

N

S

EW

108,109,110,111

112,113,114,115

116,117,118,119

120,121,122,123

124,125,126,127

128,129,130,131

132,133,134,135

136,137,138,139

140,141,142,143

144,145,146,147

148,149,150,151

152,153,154,155





State

ND

Project No. Sheet No.

CP-1800(018) 14

Construction Sign

Detail

Construction Sign Detail

County Road #1

1. Do Not Pass (R4-1-48)

2. Speed Reduction Ahead 25 MPH (W3-5-48)

3. Fresh Oil Loose Rock (W22-8-48), Next 20.4 Mi. (W20-52P-54)

4. Speed Limit 25 MPH (R2-1-48), Minimum Fee $80 (R2-1aP-24)




























32. Speed Limit 40 MPH (R2-1-48), Minimum Fee $80 (R1aP-24)





County Road #1

























State

ND


CP-1800(018) 15

Construction Sign

Detail


County Road #2





































County Road #2








100. Do Not Pass (R4-1-48)




104. Do Not Pass (R4-1-48)








State

ND


CP-1800(018) 16

Construction Sign

Detail


County Road #11 & #33

109. Do Not Pass (R4-1-48)




112. Do Not Pass (R4-1-48)




116. Do Not Pass (R4-1-48)




120. Do Not Pass (R4-1-48)




124. Do Not Pass (R4-1-48)




128. Do Not Pass (R4-1-48)




132. Do Not Pass (R4-1-48)




136. Do Not Pass (R4-1-48)




County Road #11

140. Do Not Pass (R4-1-48)




144. Do Not Pass (R4-1-48)




148. Do Not Pass (R4-1-48)




152. Do Not Pass (R4-1-48)




County Road #33






ND CP-1800(018) 17

Traffic Control

Devices

PR

OJ

EC

T T

RA

FF

IC C

ON

TR

OL

DE

VIC

ES

LIS

T P

RO

JE

CT

CO

UN

TY

RO

AD

#1

Sig

n

Num

be

r

Sig

n

Siz

eD

escri

ptio

n

Qu

an

tity

Req

uir

ed

Unit P

er

Sig

n

Units

Su

b T

ota

l

G2

0-1

a-6

06

0"

x 3

6"

Roa

d W

ork

__

Mile

s3

40

G2

0-1

b-6

06

0"

x 2

4"

Wo

rk I

n P

rog

ress/N

o W

ork

In

Pro

gre

ss

17

0

G2

0-2

a-4

84

8"

x 2

4"

En

d R

oa

d W

ork

24

0

G2

0-4

-36

36" x

18"

Pilo

t C

ar

Follow

Me

11

01

0

G2

0-5

0a

-72

72"

x 3

6"

Roa

d W

ork

Ne

xt _

_ M

iles R

t &

Lt

Arr

ow

38

0

G2

0-5

2a

-72

72"

x 2

4"

Roa

d W

ork

__

Mile

s R

t o

r L

t A

rro

w3

00

G2

0-5

5-9

69

6"

x 4

8"

Wo

rk Z

on

e S

pe

ed

Lim

it E

nfo

rce

d5

30

R1

-1-3

03

0"

x 3

0"

Sto

p1

70

R1

-1-4

84

8"

x 4

8"

Sto

p3

40

R1

-1a

-18

18"

x 1

8"

Sto

p a

nd

Slo

w P

ad

dle

(b

ack t

o b

ack)

28

16

R2

-1-4

84

8"

x 6

0"

Sp

ee

d L

imit

14

40

56

0

R2-1

aP

-24

24"

x 1

8"

Min

imu

m F

ee

$8

0 (

mo

un

ted

on

sp

ee

d lim

it p

ost)

14

10

40

R4

-1-4

84

8"

x 6

0"

Do N

ot

Pa

ss

14

40

56

0

W3-5

-48

48"

x 4

8"

Sp

ee

d R

ed

uctio

n A

he

ad

34

47

6

W8

-1-4

84

8"

x 4

8"

Bu

mp

34

0

W8-3

a-4

84

8"

x 4

8"

Pa

vem

en

t E

nd

Sym

bo

l3

40

W8

-11-4

84

8"

x 4

8"

Une

ve

n L

an

es

34

0

W8

-12-4

84

8"

x 4

8"

No C

en

ter

Str

ipe

34

0

W8

-53-4

84

8"

x 4

8"

Tru

cks E

nte

rin

g H

igh

wa

y3

40

W8

-54-4

84

8"

x 4

8"

Tru

cks E

nte

rin

g A

he

ad

or

__

Ft.

63

42

04

W8-5

5-4

84

8"

x 4

8"

Tru

cks C

rossin

g A

hea

d o

r F

t.

W1

4-3

-64

48"

x 3

6"

No P

assin

g Z

on

e

0

W2

0-7

a-4

84

8"

x 4

8"

Fla

gg

ing

Sym

bo

l2

34

68

W2

0-7

k-4

82

4"

x 1

8"

__

Ft.

80

W2

0-5

1-4

84

8"

x 4

8"

Eq

uip

me

nt

Wo

rkin

g3

46

8

W2

0-5

2P

-54

54"

x 1

2"

Next

__

Mile

s1

4

34

27

W2

0-7

b-4

84

8"

x 4

8"

Be

Pre

pa

red

to

Sto

p2

34

68

10

14

0

W2

1-2

-48

48"

x 4

8"

Fre

sh

Oil

34

0

W2

2-8

-48

48"

x 4

8"

Fre

sh

Oil

Lo

ose

Ro

ck

14

47

6

TO

TA

L U

NIT

S2,7

86

Qu

an

tity

Sp

ec &

Cod

eU

nit

Pa

y Ite

m D

escri

ptio

n

Tra

ffic

Co

ntr

ol S

ign

sU

nit

70

4-1

00

0

Typ

e III

Ba

rric

ad

es

Ea

ch

70

4-1

05

0

Typ

e II

Ba

rric

ad

es

Ea

ch

70

4-1

05

1

Typ

e I B

arr

ica

de

sE

ach

70

4-1

05

2

Deline

ato

r D

rum

sE

ach

70

4-1

06

0

Tra

ffic

Co

ne

sE

ach

70

4-1

06

5

Tu

bula

r M

ark

er

Ea

ch

70

4-1

06

7

Fle

xib

le D

elin

ea

tor

Ea

ch

70

4-1

07

2

Ob

lite

ratio

n o

f P

ave

me

nt

Ma

rkin

gL.F

.7

04-0

10

4

Rais

ed

Pa

ve

me

nt

Ma

rke

rsE

ach

76

2-0

20

06

23

34

0

14 2






ND CP-1800(018) 18

Traffic Control

Devices

PR

OJ

EC

T T

RA

FF

IC C

ON

TR

OL

DE

VIC

ES

LIS

T P

RO

JE

CT

CO

UN

TY

RO

AD

#2

Sig

n

Num

be

r

Sig

n

Siz

eD

escri

ptio

n

Qu

an

tity

Req

uir

ed

Unit P

er

Sig

n

Units

Su

b T

ota

l

G2

0-1

a-6

06

0"

x 3

6"

Roa

d W

ork

__

Mile

s3

40

G2

0-1

b-6

06

0"

x 2

4"

Wo

rk I

n P

rog

ress/N

o W

ork

In

Pro

gre

ss

17

0

G2

0-2

a-4

84

8"

x 2

4"

En

d R

oa

d W

ork

24

0

G2

0-4

-36

36" x

18"

Pilo

t C

ar

Follow

Me

10

0

G2

0-5

0a

-72

72"

x 3

6"

Roa

d W

ork

Ne

xt _

_ M

iles R

t &

Lt

Arr

ow

38

0

G2

0-5

2a

-72

72"

x 2

4"

Roa

d W

ork

__

Mile

s R

t o

r L

t A

rro

w3

00

G2

0-5

5-9

69

6"

x 4

8"

Wo

rk Z

on

e S

pe

ed

Lim

it E

nfo

rce

d5

30

R1

-1-3

03

0"

x 3

0"

Sto

p1

70

R1

-1-4

84

8"

x 4

8"

Sto

p3

40

R1

-1a

-18

18"

x 1

8"

Sto

p a

nd

Slo

w P

ad

dle

(b

ack t

o b

ack)

80

R2

-1-4

84

8"

x 6

0"

Sp

ee

d L

imit

12

40

48

0

R2-1

aP

-24

24"

x 1

8"

Min

imu

m F

ee

$8

0 (

mo

un

ted

on

sp

ee

d lim

it p

ost)

12

10

12

0

R4

-1-4

84

8"

x 6

0"

Do N

ot

Pa

ss

12

40

48

0

W3-5

-48

48"

x 4

8"

Sp

ee

d R

ed

uctio

n A

he

ad

34

40

8

W8

-1-4

84

8"

x 4

8"

Bu

mp

34

0

W8-3

a-4

84

8"

x 4

8"

Pa

vem

en

t E

nd

Sym

bo

l3

40

W8

-11-4

84

8"

x 4

8"

Une

ve

n L

an

es

34

0

W8

-12-4

84

8"

x 4

8"

No C

en

ter

Str

ipe

34

0

W8

-53-4

84

8"

x 4

8"

Tru

cks E

nte

rin

g H

igh

wa

y3

40

W8

-54-4

84

8"

x 4

8"

Tru

cks E

nte

rin

g A

he

ad

or

__

Ft.

34

0

W8-5

5-4

84

8"

x 4

8"

Tru

cks C

rossin

g A

hea

d o

r F

t.

W1

4-3

-64

48"

x 3

6"

No P

assin

g Z

on

e

0

W2

0-7

a-4

84

8"

x 4

8"

Fla

gg

ing

Sym

bo

l3

40

W2

0-7

k-4

82

4"

x 1

8"

__

Ft.

80

W2

0-5

1-4

84

8"

x 4

8"

Eq

uip

me

nt

Wo

rkin

g3

40

W2

0-5

2P

-54

54"

x 1

2"

Next

__

Mile

s1

2

34

27

W2

0-7

b-4

84

8"

x 4

8"

Be

Pre

pa

red

to

Sto

p3

40

10

12

0

W2

1-2

-48

48"

x 4

8"

Fre

sh

Oil

34

0

W2

2-8

-48

48"

x 4

8"

Fre

sh

Oil

Lo

ose

Ro

ck

12

48

0

TO

TA

L U

NIT

S2,0

16

Qu

an

tity

Sp

ec &

Cod

eU

nit

Pa

y Ite

m D

escri

ptio

n

Tra

ffic

Co

ntr

ol S

ign

sU

nit

70

4-1

00

0

Typ

e III

Ba

rric

ad

es

Ea

ch

70

4-1

05

0

Typ

e II

Ba

rric

ad

es

Ea

ch

70

4-1

05

1

Typ

e I B

arr

ica

de

sE

ach

70

4-1

05

2

Deline

ato

r D

rum

sE

ach

70

4-1

06

0

Tra

ffic

Co

ne

sE

ach

70

4-1

06

5

Tu

bula

r M

ark

er

Ea

ch

70

4-1

06

7

Fle

xib

le D

elin

ea

tor

Ea

ch

70

4-1

07

2

Ob

lite

ratio

n o

f P

ave

me

nt

Ma

rkin

gL.F

.7

04-0

10

4

Rais

ed

Pa

ve

me

nt

Ma

rke

rsE

ach

76

2-0

20

05

78

34

0

12






ND CP-1800(018) 19

Traffic Control

Devices

PR

OJ

EC

T T

RA

FF

IC C

ON

TR

OL

DE

VIC

ES

LIS

T P

RO

JE

CT

CO

UN

TY

RO

AD

#1

1

Sig

n

Num

be

r

Sig

n

Siz

eD

escri

ptio

n

Qu

an

tity

Req

uir

ed

Unit P

er

Sig

n

Units

Su

b T

ota

l

G2

0-1

a-6

06

0"

x 3

6"

Roa

d W

ork

__

Mile

s3

40

G2

0-1

b-6

06

0"

x 2

4"

Wo

rk I

n P

rog

ress/N

o W

ork

In

Pro

gre

ss

17

0

G2

0-2

a-4

84

8"

x 2

4"

En

d R

oa

d W

ork

24

0

G2

0-4

-36

36" x

18"

Pilo

t C

ar

Follow

Me

10

0

G2

0-5

0a

-72

72"

x 3

6"

Roa

d W

ork

Ne

xt _

_ M

iles R

t &

Lt

Arr

ow

38

0

G2

0-5

2a

-72

72"

x 2

4"

Roa

d W

ork

__

Mile

s R

t o

r L

t A

rro

w3

00

G2

0-5

5-9

69

6"

x 4

8"

Wo

rk Z

on

e S

pe

ed

Lim

it E

nfo

rce

d5

30

R1

-1-3

03

0"

x 3

0"

Sto

p1

70

R1

-1-4

84

8"

x 4

8"

Sto

p3

40

R1

-1a

-18

18"

x 1

8"

Sto

p a

nd

Slo

w P

ad

dle

(b

ack t

o b

ack)

80

R2

-1-4

84

8"

x 6

0"

Sp

ee

d L

imit

84

03

20

R2-1

aP

-24

24"

x 1

8"

Min

imu

m F

ee

$8

0 (

mo

un

ted

on

sp

ee

d lim

it p

ost)

81

08

0

R4

-1-4

84

8"

x 6

0"

Do N

ot

Pa

ss

84

03

20

W3-5

-48

48"

x 4

8"

Sp

ee

d R

ed

uctio

n A

he

ad

34

27

2

W8

-1-4

84

8"

x 4

8"

Bu

mp

34

0

W8-3

a-4

84

8"

x 4

8"

Pa

vem

en

t E

nd

Sym

bo

l3

40

W8

-11-4

84

8"

x 4

8"

Une

ve

n L

an

es

34

0

W8

-12-4

84

8"

x 4

8"

No C

en

ter

Str

ipe

34

0

W8

-53-4

84

8"

x 4

8"

Tru

cks E

nte

rin

g H

igh

wa

y3

40

W8

-54-4

84

8"

x 4

8"

Tru

cks E

nte

rin

g A

he

ad

or

__

Ft.

34

0

W8-5

5-4

84

8"

x 4

8"

Tru

cks C

rossin

g A

hea

d o

r F

t.

W1

4-3

-64

48"

x 3

6"

No P

assin

g Z

on

e

0

W2

0-7

a-4

84

8"

x 4

8"

Fla

gg

ing

Sym

bo

l3

40

W2

0-7

k-4

82

4"

x 1

8"

__

Ft.

80

W2

0-5

1-4

84

8"

x 4

8"

Eq

uip

me

nt

Wo

rkin

g3

40

W2

0-5

2P

-54

54"

x 1

2"

Next

__

Mile

s8

34

27

W2

0-7

b-4

84

8"

x 4

8"

Be

Pre

pa

red

to

Sto

p3

40

10

80

W2

1-2

-48

48"

x 4

8"

Fre

sh

Oil

34

0

W2

2-8

-48

48"

x 4

8"

Fre

sh

Oil

Lo

ose

Ro

ck

83

20

TO

TA

L U

NIT

S1,3

44

Qu

an

tity

Sp

ec &

Cod

eU

nit

Pa

y Ite

m D

escri

ptio

n

Tra

ffic

Co

ntr

ol S

ign

sU

nit

70

4-1

00

0

Typ

e III

Ba

rric

ad

es

Ea

ch

70

4-1

05

0

Typ

e II

Ba

rric

ad

es

Ea

ch

70

4-1

05

1

Typ

e I B

arr

ica

de

sE

ach

70

4-1

05

2

Deline

ato

r D

rum

sE

ach

70

4-1

06

0

Tra

ffic

Co

ne

sE

ach

70

4-1

06

5

Tu

bula

r M

ark

er

Ea

ch

70

4-1

06

7

Fle

xib

le D

elin

ea

tor

Ea

ch

70

4-1

07

2

Ob

lite

ratio

n o

f P

ave

me

nt

Ma

rkin

gL.F

.7

04-0

10

4

Rais

ed

Pa

ve

me

nt

Ma

rke

rsE

ach

76

2-0

20

03

66

34

0

8






ND CP-1800(018) 20

Traffic Control

Devices

PR

OJ

EC

T T

RA

FF

IC C

ON

TR

OL

DE

VIC

ES

LIS

T P

RO

JE

CT

CO

UN

TY

RO

AD

#3

3

Sig

n

Num

be

r

Sig

n

Siz

eD

escri

ptio

n

Qu

an

tity

Req

uir

ed

Unit P

er

Sig

n

Units

Su

b T

ota

l

G2

0-1

a-6

06

0"

x 3

6"

Roa

d W

ork

__

Mile

s3

40

G2

0-1

b-6

06

0"

x 2

4"

Wo

rk I

n P

rog

ress/N

o W

ork

In

Pro

gre

ss

17

0

G2

0-2

a-4

84

8"

x 2

4"

En

d R

oa

d W

ork

24

0

G2

0-4

-36

36" x

18"

Pilo

t C

ar

Follow

Me

10

0

G2

0-5

0a

-72

72"

x 3

6"

Roa

d W

ork

Ne

xt _

_ M

iles R

t &

Lt

Arr

ow

38

0

G2

0-5

2a

-72

72"

x 2

4"

Roa

d W

ork

__

Mile

s R

t o

r L

t A

rro

w3

00

G2

0-5

5-9

69

6"

x 4

8"

Wo

rk Z

on

e S

pe

ed

Lim

it E

nfo

rce

d5

30

R1

-1-3

03

0"

x 3

0"

Sto

p1

70

R1

-1-4

84

8"

x 4

8"

Sto

p3

40

R1

-1a

-18

18"

x 1

8"

Sto

p a

nd

Slo

w P

ad

dle

(b

ack t

o b

ack)

80

R2

-1-4

84

8"

x 6

0"

Sp

ee

d L

imit

44

01

60

R2-1

aP

-24

24"

x 1

8"

Min

imu

m F

ee

$8

0 (

mo

un

ted

on

sp

ee

d lim

it p

ost)

41

04

0

R4

-1-4

84

8"

x 6

0"

Do N

ot

Pa

ss

44

01

60

W3-5

-48

48"

x 4

8"

Sp

ee

d R

ed

uctio

n A

he

ad

34

13

6

W8

-1-4

84

8"

x 4

8"

Bu

mp

34

0

W8-3

a-4

84

8"

x 4

8"

Pa

vem

en

t E

nd

Sym

bo

l3

40

W8

-11-4

84

8"

x 4

8"

Une

ve

n L

an

es

34

0

W8

-12-4

84

8"

x 4

8"

No C

en

ter

Str

ipe

34

0

W8

-53-4

84

8"

x 4

8"

Tru

cks E

nte

rin

g H

igh

wa

y3

40

W8

-54-4

84

8"

x 4

8"

Tru

cks E

nte

rin

g A

he

ad

or

__

Ft.

34

0

W8-5

5-4

84

8"

x 4

8"

Tru

cks C

rossin

g A

hea

d o

r F

t.

W1

4-3

-64

48"

x 3

6"

No P

assin

g Z

on

e

0

W2

0-7

a-4

84

8"

x 4

8"

Fla

gg

ing

Sym

bo

l3

40

W2

0-7

k-4

82

4"

x 1

8"

__

Ft.

80

W2

0-5

1-4

84

8"

x 4

8"

Eq

uip

me

nt

Wo

rkin

g3

40

W2

0-5

2P

-54

54"

x 1

2"

Next

__

Mile

s4

34

27

W2

0-7

b-4

84

8"

x 4

8"

Be

Pre

pa

red

to

Sto

p3

40

10

40

W2

1-2

-48

48"

x 4

8"

Fre

sh

Oil

34

0

W2

2-8

-48

48"

x 4

8"

Fre

sh

Oil

Lo

ose

Ro

ck

41

36

TO

TA

L U

NIT

S6

72

Qu

an

tity

Sp

ec &

Cod

eU

nit

Pa

y Ite

m D

escri

ptio

n

Tra

ffic

Co

ntr

ol S

ign

sU

nit

70

4-1

00

0

Typ

e III

Ba

rric

ad

es

Ea

ch

70

4-1

05

0

Typ

e II

Ba

rric

ad

es

Ea

ch

70

4-1

05

1

Typ

e I B

arr

ica

de

sE

ach

70

4-1

05

2

Deline

ato

r D

rum

sE

ach

70

4-1

06

0

Tra

ffic

Co

ne

sE

ach

70

4-1

06

5

Tu

bula

r M

ark

er

Ea

ch

70

4-1

06

7

Fle

xib

le D

elin

ea

tor

Ea

ch

70

4-1

07

2

Ob

lite

ratio

n o

f P

ave

me

nt

Ma

rkin

gL.F

.7

04-0

10

4

Rais

ed

Pa

ve

me

nt

Ma

rke

rsE

ach

76

2-0

20

01

97

34

0

4





PCN State Project No. Sheet No. PLANS - gfcounty.nd.govgfcounty.nd.gov/sites/default/files/pdf/2018...

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Transcript of PCN State Project No. Sheet No. PLANS - gfcounty.nd.govgfcounty.nd.gov/sites/default/files/pdf/2018...