utility contact list and plan sheet index nddot 1 of 1 8

Utility Contact List and Plan Sheet Index NDDOT

NH-3-281(130)148

US Hwy 281

1 of 1

8/14/2017

1 9 8 8033+35 8033+37 180 LF 3.0' - c Inside of Right of Way North Dakota Telephone Company During Construction Buried Telephone Line 2 Crossing Not Reimbursable

2 10-11 10-12 8050+05 8055+19 414 LF 4.0' - c Inside of Right of Way North Dakota Telephone Company During Construction Buried Telephone Line 2 Left Not Reimbursable

3 11 13 8056+84 8058+08 125 LF 2.0' - c Inside of Right of Way 1 pedestal at end of run North Dakota Telephone Company During Construction Buried Telephone Line 2 Left Not Reimbursable

4 11-1217-21,

43-458067+10 8073+90 705 LF 5.0' - f Outside of Right of Way

4 utility poles in span that need to be relocated. OH clearance will be an

issue.

Otter Tail Power Company &

Northern Plains Electric Coop. Inc.March 2018 Overhead Utility Line 1 Right Reimbursable

5 12 47-48 8077+78 8082+56 638 LF 2.5' - c Inside of Right of Way

Crosses 39th St NE to be obliterated and US 281 to be obliterated. Also

crosses through wetland mitigation area. Contact Utility when working in

this area. Line can be deenergized and the Utility will be on site to work

along side the Contractor

Northern Plains Electric Coop. Inc. During Construction Buried Electric Line 2 Left Not Reimbursable

6 12-13,1948-50,

56-578082+56 8088+20 665 LF 2.5' - c Outside of Right of Way

Crosses through wetland mitigation area.Contact Utility when working in



Northern Plains Electric Coop. Inc. During Construction Buried Electric Line 1 Left Reimbursable

7 12-13, 1949-50,

54-558083+60 8085+07 240 LF 2.7' - f Inside of Right of Way

Crosses proposed CR 29. 2 utility poles in obliteration span that will need

to be moved due to OH clearance will being an issueOtter Tail Power Company March 2018 Overhead Utility Line 2 Left Not Reimbursable

8 13 22-23 8090+36 8091+04 81 LF Outside of Right of Way

Crosses Underneath proposed Culvert. Contact Utility when working in



Northern Plains Electric Coop. Inc. During Construction Buried Electric Line 1 Left Reimbursable

9 13 23-24 8091+10 8094+81 406 LF 6.0' - c Outside of Right of Way

Crosses proposed US 281. Contact Utility when working in this area.

Line can be deenergized and the Utility will be on site to work along side

the Contractor

Northern Plains Electric Coop. Inc. During Construction Buried Electric Line 1 Crossing Reimbursable

10 13 23-24 8091+42 8097+20 464 LF 9.5' - f Outside of Right of Way 3 utility pole in span. OH clearance will be an issue. Otter Tail Power Company March 2018 Overhead Utility Line 1 Crossing Reimbursable

11 13 23-24 8092+67 8096+44 600 LF 6.0' - c Inside of Right of WayCrosses proposed and existing US 281. 1 pedestal at 90 degree turn in

radius of proposed approach to substationNorth Dakota Telephone Company During Construction Buried Fiber Optic Line 2 Crossing Not Reimbursable

12 14-15 29-30 8117+90 8121+06 327 LF 1.5' - c Inside of Right of Way North Dakota Telephone Company During Construction Buried Fiber Optic Line 2 Right Not Reimbursable

13 15 32-33 8129+00 8133+00 401 LF 2.0' - c Inside of Right of Way North Dakota Telephone Company During Construction Buried Fiber Optic Line 2 Left Not Reimbursable

14 15 32-33 8129+72 8131+24 250 LF 4.0' - c Inside of Right of Way Central Plains Water District End of 2017 Buried Water Line 2 Crossing Not Reimbursable

15 16 37-41 8146+00 8159+00 1300 LF 2.0' - c Inside of Right of Way North Dakota Telephone Company During Construction Buried Fiber Optic Line 2 Left Not Reimbursable

Approx.

Qty.Item P&P Sht # Approx. Sta

to Approx.

Sta.

Cross

Section

Sht #

Approx.

Max

Cut/Fill

Offset Not / ReimbursableLocation Comments Utility Type of Facility1 State,

2 Utility

Estimated Timeline of

Conflict Resolution

Utility Contact List and Plan Sheet Index NDDOT

NH-3-281(130)148

US Hwy 281

Page 1 of 1

8/9/2017

Address Contact Name Email

# Sta. to Sta. PO Box 180, Devils Lake, ND 58301 Mr. Terry Thompson (701) 662-1100 [email protected]

1 7855+00 7875+00 Mr. TJ Kurtz (701) 662-1100 [email protected]

2 7875+00 7895+00

3 7895+00 7915+00 1515 West Main Street, Carrington, ND 58421 Mr. Seth Syverson (701) 652-1842 [email protected]

4 7915+00 7935+00 609 4th Ave, Cando, ND 58324 Mr. Rodney Kitsch (701) 230-0593 [email protected]

5 7935+00 7955+00

6 7955+00 7975+00 Central Plains Water District PO Box 157, Fessenden, ND 58438 Mr. Terry Morrow (701) 547-3751 [email protected]

7 7975+00 7995+00

8 7995+00 8015+00 Central Power 525 20th Ave SW, Minot, ND 58701 Mr. Ryan Callahan (701) 837-7461 [email protected]

9 8015+00 8035+00

10 8035+00 8055+00 524 5th Ave SE, Devils Lake, ND 58301 Mr. Dennis Huffman (218) 739-8764 [email protected]

12 8055+00 8085+00

13 8085+00 8100+00

14 8100+00 8120+00

15 8120+00 8140+00

16 8140+00 8160+00

17 8160+00 8180+00

18 00+00 05+00

19 100+00 115+00

Contact Information for Utility Facilities with Conflicts

Utility Company Phone NumberPlan and Profile Sheet #'s

Notes: Line markers (bird diverters) will be added at a ratio of 2:1 linear feet to the relocated overhead utility lines.

North Dakota Telephone Company

Northern Plains Electric Coop. Inc.

Otter Tail Power Company

N 6

2° 1

0' 0

0" E (Alig

n)

169R

WM

RB

170R

WM

C

171R

WM

C

172R

WM

C

173R

WM

RB

174R

WM

C

175R

WM

C

176R

WM

C

177R

WM

RB

178R

WM

RB

179R

WM

C

190R

WM

RB

191R

WM

C

192R

WM

C193R

WM

RB

Sec lineN 01° 01' 13" W

S 8

8° 56' 53"

W

N 8

8° 47' 50"

E

7855

+00

7860

+00

7865

+00

7870

+00

7875

+00

3118S

ET

RE

BA

R

401531

49

R Mkr 149

R/W Mon

R/W Mon

R/W Mon

R/W Mon

R/W Mon

R/W Mon

LS 6

615

Rebar and cap

5294.9

0'

W to

Cor

41Rec

LS 6

615

Rebar and cap

5293.2

9' E to

Cor

41Rec

E 2305529.31

N 357169.61

189P

C

RE

BA

R

210

ND 5

7

R-66-W

T-152-N

Sec 20

R-66-W

T-152-N

Sec 21

Rebar and Cap LS 6615

Cor 41Rec

0+00

100'

100'

150'

200'

1/1

6 Line

1460

1465

1470

1475

1480

1485

1490

1495

1500

1505

1510

1515

1520

1525

1530

1535

1460

1465

1470

1475

1480

1485

1490

1495

1500

1505

1510

1515

1520

1525

1530

1535

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

8/8/2017 TACHTENB c:\pwworking\central01\d0224671\060PP_UtilityConflictPlans_PCN21506_001.dgn6:22:57 PM

purposes.

implementation

construction or

and not for

is preliminary

This document

PRELIMINARY

NH-3-281(130)148 UTIL 1

US Highway 281

Utility Conflict Plan and Profile

2 CSFE

S (good

)

24" X 9

0' CSP (go

od)

7872+8

7 - 103' Lt

2 RCFES (good)

24" X 58' RCP (good)

7857+69 - CL

ND Tel Mkr

1463.34

1465.91

1466.50

1467.05

1468.83

1469.09

Gr

Gr

Asph

Asph

FO Box

Tel Ped

Asph

ND TEL

ND T

EL

ND TEL

ND T

EL

ND TEL

ND TEL

Approx Loc.

Approx

Loc.

Approx Loc.

ND TEL

ND TEL

ND TEL

Gr

Pvt Sign

Dest sign

Dest sign

Sign

7855

+00

7860

+00

7865

+00

7870

+00

7875

+00

Grading Limits

US Hwy 281

Sta 7

860+62.0

0

Begin O

verlay

Sta 7

860+12.0

0

Begin Project

MILL & OVERLAY

Existing Profile Grade

50' Milling Transition

Proposed Top of Asphalt

1,474.30

1,475.16

1,475.94

1,476.60

1,477.20

1,477.58

1,478.11

1,478.51

1,478.82

1,479.38

1,479.33

1,479.26

1,478.83

1,478.33

1,478.19

1,478.34

1,478.46

1,478.50

1,478.62

1,478.91

1,478.59

7861+00 7862+00 7863+00 7864+00 7865+00 7866+00 7867+00 7868+00 7869+00 7870+00 7871+00 7872+00 7873+00 7874+00 7875+00 7876+00

1,478.19

1,478.60

1,478.91

1,479.46

1,479.42

1,479.35

1,478.92

1,478.42

1,478.27

1,478.42

1,478.54

1,478.58

1,478.70

1,478.99

1,478.68

176RWMC

177RWMRB

178RWMRB

179RWMC

180RWMC

181RWMRB

182RWMC

197RWMC

198RWMC

199RWMRB

200RWMRB

201RWMRB

202RWMC

R-66-W

T-152-N

Sec 20

7875+00

7880

+00

7885

+00

7890

+00

7895+00

R/W M

on

R/W M

on

R/W M

on

R/W M

on

3 R/W M

ons

2 R/W M

ons

0+00

125'

1/16 Line

1460

1465

1470

1475

1480

1485

1490

1495

1500

1505

1510

1515

1520

1525

1530

1535

1460

1465

1470

1475

1480

1485

1490

1495

1500

1505

1510

1515

1520

1525

1530

1535

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION


purposes.

implementation

construction or

and not for

is preliminary

This document

PRELIMINARY

NH-3-281(130)148 UTIL 2

US Highway 281


2 CSFES (good)

24" X 90' CSP (good)

7872+87 - 103' Lt

2 RCFES (good)

30" X 162' RCP (good)

7876+61 - CL

Sullys Hill Nation

al Game Preserve

Fort Tottenn Sta

te Historic Site

NTHN PLN

S ELE

C

1464.88

1465.91

1466.50

Gr

Gr

Asph

Asph

Asph

Elec Trans

ND TEL

ND TEL

ND TEL

ND TEL

ND TEL

Approx Loc.

Approx Lo

c.

Appro

x L

oc.

UTILIT

Y OW

NER AND

WAS N

OT LO

CATED IN T

HE FI

ELD

WAS D

RAWN

FROM MAP

S PROVI

DED BY

THE

THE TE

LEPHONE

CABLE S

HOWN IN T

HIS

AREA

UTILITY OWNER AND WAS NOT LOCATED IN THE FIELD

WAS DRAWN FROM MAPS PROVIDED BY THE

THE TELEPHONE CABLE SHOWN IN THIS AREA

Chnlk

Lg trees

Wire Lg

trees

Lg trees

Mailbo

x

E Mtr

Dest sign

7875+00

7880

+00

7885

+00

7890

+00

7895+00

Grading Limits

US Hwy 281

Sta 7

876+75.0

0

Begin Sliver

Widenin

g

Sta 7

885+21.6

8

End Sliver

Widenin

g

MILL & OVERLAY


SLIVER WIDENING

Sta 7895+05 to 7898+30325' Milling Transition


Inlet Elevation = 1465.91 (Lt)

Outlet Elevation = 1464.88 (Rt)

Existing 30" x 162' RCP

Sta 7876+61

1,478.59

1,478.62

1,478.80

1,479.22

1,479.66

1,480.22

1,481.21

1,482.08

1,482.43

1,483.30

1,484.10

1,484.58

1,485.46

1,486.31

1,487.43

1,487.77

1,488.28

1,488.43

1,488.53

1,488.79

1,488.69

7874+00 7875+00 7876+00 7877+00 7878+00 7879+00 7880+00 7881+00 7882+00 7883+00 7884+00 7885+00 7886+00 7887+00 7888+00 7889+00 7890+00 7891+00 7892+00 7893+00 7894+00 7895+00

1,478.68

1,478.70

1,478.89

1,479.31

1,479.75

1,480.30

1,481.30

1,482.17

1,482.52

1,483.39

1,484.18

1,484.67

1,485.54

1,486.39

1,487.51

1,487.85

1,488.36

1,488.51

1,488.62

1,488.87

1,488.78

7896+00

30" X 48' RCP

7912+89 - CL

183RWMRB

184RWMC

185RWMRB

186RWMC187

RWMC

188RWMRB

203RWMC

204RWMRB

205RWMRB 206

RWMC

207RWMC

208RWMRB

Sec line

S 0

1° 17' 55"

E

7895

+00

7900

+00

7905

+00

7910

+00

7915

+00

N 89° 05' 14" E (Align & Sec line)

3103SET REBAR

N 0

0° 57' 18"

W

R/W Mon

LS 6

615

Rebar and cap

5274.6

0' N to

Cor

41

Rec

LS 6

615

Rebar and cap

5293.0

5' S to

Cor

41

Rec


Cor41Rec

E 2302834.28

N 359765.56

209PT

R-66-W

T-152-N

Sec 17

R-66-W

T-152-N

Sec 20

3 R/W Mons

3 R/W Mons

100'

100'120'

1/1

6 Line

1/1

6 Line

1440

1445

1450

1455

1460

1465

1470

1475

1480

1485

1490

1495

1500

1505

1510

1515

1440

1445

1450

1455

1460

1465

1470

1475

1480

1485

1490

1495

1500

1505

1510

1515

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION


purposes.

implementation

construction or

and not for

is preliminary

This document

PRELIMINARY

NH-3-281(130)148 UTIL 3


US Highway 281

1458.841458.89

Rip Rap

Rip RapGr

Asph

Gr

Asph

1473.791475.45

Gr

Tel Ped

Lg trees

WireLg trees

2 CSFES (good)


7908+14 - 52' Rt

2 CSFES (good)


7901+18 - 48' Lt

Asph

Elec Trans

ND TELND TELApprox Loc. Approx Loc.

UTILITY OWNER AND WAS NOT LOCATED IN THE FIELDWAS DRAWN FROM MAPS PROVIDED BY THE THE TELEPHONE CABLE SHOWN IN THIS AREA


Chnlk

Lg treesLg trees

Mailbox

E Mtr

7895

+00

7900

+00

7905

+00

7910

+00

7915

+00

Remove & Dispose

Remove & Dispose

Existing to Remain

Sta 7913+17 Lt to Sta 7913+17 Rt

Install 72" X 90' Pipe Conduit

Install 2 - 72" FES

In @ 44.4' Lt

Out @ 45.2' Rt

Grading Limits

US Hwy 281

OVERLAYMILL &


Sta 7

898+30

End O

verlay

Sta 7895+05 to 7898+30325' Milling Transition

Begin F

ull D

epth R

ecla

mation

1,487.49

VPI 7899+75.00

EL 1,485.11

- 2.3515 %

L = 250.00'

K = 353

VPI 7907+60.00

EL 1,466.65

- 2.3515 %

+ 0.0058 %

L = 200.00'

K = 85

- 1.6431 %


In = 1455.94 (Lt)

Out = 1455.76 (Rt)

Install 72" x 90' RCP

Sta 7913+17

EL: 1480.28

7898+86.57 Rt

EL: 1474.18

7901+50 Rt

EL: 1464.03

7906+00 Rt

EL: 1458.72

7908+55 Rt

-2.3156% Rt

-2.0824% Rt

EL: 1480.46

7898+86.57 Lt

EL: 1471.55

7902+65 Lt

-2.3545% Lt

1,488.69

1,488.17

1,487.63

1,486.88

1,485.55

1,483.77

1,481.31

1,478.90

1,476.55

1,474.10

1,471.92

1,469.73

1,467.37

1,465.69

1,465.74

1,465.75

1,465.77

1,465.83

1,465.77

1,466.06

1,465.98

7899+00 7900+00 7901+00 7902+00 7903+00 7904+00 7905+00 7906+00 7907+00 7908+00 7909+00 7910+00 7911+00 7912+00 7913+00 7914+00 7915+00 7916+007894+00 7895+00

1,488.78

7896+00 7897+00 7898+00

1,486.31

1,484.38

1,482.17

1,479.82

1,477.47

1,475.12

1,472.76

1,470.41

1,468.16

1,466.86

1,466.66

1,466.66

1,466.67

1,466.68

1,466.68

1,466.69

1,466.69

1,488.41

1,488.04

1,487.64

168REBAR

N 0

0° 59' 32"

W

R-66-W

T-152-N

Sec 17

R-66-W

T-152-N

Sec 20

R-66-W

T-152-N

Sec 18

R-66-W

T-152-N

Sec 19

US 281

S 0

1° 03' 37"

E

7915

+00

7920

+00

7925

+00

7930

+00

7935

+00

S 89° 11' 39" W (Align & Sec line)20230150

R Mkr 150

Sto

ne

5309.3

2' N to

Rec S

ec C

or

LS 6

615

Rebar and C

ap

2651.4

5' S to

Cor

41

Rec

Rebar

Rec Sec Cor

E 2300186.18

N 359723.37

150'

100'

100'

1/1

6 Line

1/1

6 Line

1440

1445

1450

1455

1460

1465

1470

1475

1480

1485

1490

1495

1500

1505

1510

1515

1440

1445

1450

1455

1460

1465

1470

1475

1480

1485

1490

1495

1500

1505

1510

1515

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION


purposes.

implementation

construction or

and not for

is preliminary

This document

PRELIMINARY

NH-3-281(130)148 UTIL 4

US Highway 281


Rip Rap

Rip Rap

Asph

1465.85 1467.77

Gr

1472.031469.83

Asph

Gr

Tel Ped

2 CSFES (good)


7927+89 - 50' Lt


7926+67 - 47' Rt

ND TEL ND TELApprox Loc. Approx Loc.


7915

+00

7920

+00

7925

+00

7930

+00

7935

+00

Remove & Dispose

Remove & Dispose

Grading Limits

US Hwy 281


VPI 7924+70.00

EL 1,466.75

+ 0.0058 %

+ 3.6

607

%

L = 200.00'

K = 55

VPI 7930+30.00

EL 1,487.25

+ 3.6

607

%

- 0.6169 %

L = 820.00'

K = 192

- 0.6169 %


1,465.98

1,465.95

1,465.99

1,465.98

1,465.84

1,465.79

1,465.83

1,465.96

1,465.79

1,465.88

1,467.39

1,470.53

1,473.88

1,476.93

1,479.56

1,481.80

1,483.04

1,483.95

1,484.21

1,484.00

1,483.53

7914+00 7915+00 7916+00 7917+00 7918+00 7919+00 7920+00 7921+00 7922+00 7923+00 7924+00 7925+00 7926+00 7927+00 7928+00 7929+00 7930+00 7931+00 7932+00 7933+00 7934+00 7935+00 7936+00

1,466.69

1,466.70

1,466.70

1,466.71

1,466.72

1,466.72

1,466.73

1,466.73

1,466.74

1,466.83

1,468.30

1,471.51

1,475.00

1,477.99

1,480.45

1,482.39

1,483.80

1,484.70

1,485.07

1,484.93

1,484.35

Sec line

US 281

N 0

0° 52' 59"

WS 0

1° 05' 08"

E

7935

+00

7940

+00

7945

+00

7950

+00

7955

+00

S 89° 11' 39" W (Align & Sec line)

3104SET REBAR

LS 6

615

Rebar and cap

5305.7

8' S to

Cor

41

Rec

LS 6

615

Rebar and cap

5301.5

8' N to

Cor

41

Rec


Cor41Rec

E 2297521.54

N 359685.90

R-66-W

T-152-N

Sec 18

R-66-W

T-152-N

Sec 19

100'

100'

1/1

6 Line

1/1

6 Line

1450

1455

1460

1465

1470

1475

1480

1485

1490

1495

1500

1505

1510

1515

1520

1525

1450

1455

1460

1465

1470

1475

1480

1485

1490

1495

1500

1505

1510

1515

1520

1525

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION


purposes.

implementation

construction or

and not for

is preliminary

This document

PRELIMINARY

NH-3-281(130)148 UTIL 5

US Highway 281


1473.63

1474.57

1475.20

1475.83Gr

1480.83

Tel Ped Tel Ped

1481.71

Asph

1487.33

1487.42

2 RCFES (poor)

24" X 80' RCP (poor)

7952+47 - CL

2 RCFES (poor)


7948+17 - CL

2 RCFES (poor)


7939+48 - CL

2 CSFES (poor)

24" X 71' CSP (poor)

7940+98 - 64' Rt

ND TEL

ND TEL Approx Loc.


Mailbox

7935

+00

7940

+00

7945

+00

7950

+00

7955

+00

Remove & Dispose

Remove & Dispose 2 RC FES

Extend 6 LF Lt & 14 LF Rt

Install 2 RC FES



Install 2 RC FES



Install 2 RC FES

Grading Limits

US Hwy 281


VPI 7938+00.00

EL 1,482.50

- 0.6169 % + 0.5750 %

L = 400.00'

K = 336VPI 7948+00.00

EL 1,488.25

+ 0.5750 %

+ 2.0

563 %

L = 400.00'

K = 270

+ 2.0

563 %


Inlet Elevation = 1487.42 (Rt)

Outlet Elevation = 1487.33 (Lt)


Sta 7952+47




Sta 7948+17Inlet Elevation = 1475.20 (Lt)



Sta 7939+48

-0.1700% Rt

EL: 1488.29

7951+45 Rt

EL: 1488.12

7952+45 Rt

EL: 1488.34

7953+00 Rt

0.4000% Rt

EL: 1477.12

7939+00 Lt

EL: 1475.57

7939+50 Lt-3.1000% Lt

EL: 1477.54

7940+00 Lt

3.9400% Lt-0.4154% Lt

2.0820% Lt

EL: 1482.17

7947+50 Lt

EL: 1481.90

7948+15 Lt

EL: 1488.25

7951+20 Lt

-0.2960% Lt

EL: 1487.88

7952+45 Lt

5.0375% Lt

EL: 1491.91

7953+25 Lt

1.5314% Lt

1,483.53

1,483.02

1,482.57

1,482.28

1,482.30

1,482.89

1,483.57

1,484.17

1,484.77

1,485.08

1,485.90

1,486.43

1,487.05

1,488.03

1,489.33

1,491.54

1,493.65

1,495.51

1,497.40

1,499.47

1,501.20

7934+00 7935+00 7936+00 7937+00 7938+00 7939+00 7940+00 7941+00 7942+00 7943+00 7944+00 7945+00 7946+00 7947+00 7948+00 7949+00 7950+00 7951+00 7952+00 7953+00 7954+00 7955+00 7956+00

1,484.35

1,483.73

1,483.27

1,483.10

1,483.22

1,483.65

1,484.23

1,484.80

1,485.38

1,485.95

1,486.53

1,487.10

1,487.86

1,488.99

1,490.49

1,492.36

1,494.42

1,496.47

1,498.50

1,500.33

1,501.92

Sec line

N 0

0° 52' 59"

WS 0

1° 05' 08"

E

7955

+00

7960

+00

7965

+00

7970

+00

7975

+00


3104SET REBAR

40097151

R Mkr 151

LS 6

615

Rebar and cap

5305.7

8' S to

Cor

41

Rec

LS 6

615

Rebar and cap

5301.5

8' N to

Cor

41

Rec


Cor41Rec

E 2297521.54

N 359685.90

R-66-W

T-152-N

Sec 18

R-66-W

T-152-N

Sec 19

100'

100'

1480

1485

1490

1495

1500

1505

1510

1515

1520

1525

1530

1535

1540

1545

1550

1555

1480

1485

1490

1495

1500

1505

1510

1515

1520

1525

1530

1535

1540

1545

1550

1555

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION


purposes.

implementation

construction or

and not for

is preliminary

This document

PRELIMINARY

NH-3-281(130)148 UTIL 6

US Highway 281


Tel Ped

2 RCFES (poor)


7976+15 - CL

2 RCFES (poor)


7960+84 - CL

Approx Loc.


1497.13

1497.67

Asph

7955

+00

7960

+00

7965

+00

7970

+00

7975

+00


Remove & Replace 2 Pipe Sections Lt (16 LF)


Install 2 RC FES



Install 2 RC FES

Grading Limits

US Hwy 281


VPI 7956+00.00

EL 1,504.70

+ 2.0

563 %

+ 0.4424 %

L = 700.00'

K = 434

VPI 7961+04.22

EL 1,506.93

+ 0.4424 %

+ 3.5

532

%

L = 300.00'

K = 96

VPI 7967+04.22

EL 1,528.25

+ 3.5

532

%

+ 0.1860 %

L = 540.00'

K = 160





Sta 7960+84

-3.5000% Rt

0.8453% Rt0.2280% Rt

-1.4000% Rt

EL: 1496.80

7960+85 Rt

EL: 1497.85

7961+00 Rt

EL: 1497.50

7960+65 Rt

EL: 1519.57

7967+35 Rt

EL: 1521.81

7970+00 Rt

EL: 1522.87

7974+65 Rt

EL: 1522.20

7975+90 Rt

EL: 1497.27

7956+75 Lt

EL: 1498.60

7960+50 Lt

EL: 1498.10

7960+85 Lt

-1.4286% Lt

EL: 1499.95

7961+30 Lt

4.1111% Lt

EL: 1515.18

7965+50 LtEL: 1518.78

7966+95 Lt

2.4828% L

t1.1115% Lt

EL: 1522.17

7970+00 LtEL: 1522.98

7973+50 Lt

0.2314% Lt

-0.3547% Lt

1.5314% Lt

7.0000% Rt

1,501.20

1,502.71

1,503.76

1,504.64

1,505.47

1,506.04

1,507.12

1,509.82

1,512.92

1,516.68

1,519.92

1,522.75

1,525.27

1,526.75

1,527.58

1,528.24

1,528.53

1,528.79

1,528.91

1,528.80

1,529.08

7954+00 7955+00 7956+00 7957+00 7958+00 7959+00 7960+00 7961+00 7962+00 7963+00 7964+00 7965+00 7966+00 7967+00 7968+00 7969+00 7970+00 7971+00 7972+00 7973+00 7974+00 7975+00 7976+00

1,501.92

1,503.29

1,504.42

1,505.33

1,506.00

1,506.58

1,508.01

1,510.49

1,513.89

1,517.44

1,520.86

1,523.69

1,525.90

1,527.48

1,528.44

1,528.80

1,528.99

1,529.17

1,529.36

1,529.54

1,529.73

219REBAR

N 0

0° 45' 28"

W

R-66-W

T-152-N

Sec 18

R-66-W

T-152-N

Sec 19

R-67-W

T-152-N

Sec 13

R-67-W

T-152-N

Sec 24

Sec line

S 0

1° 06' 42"

E

7975

+00

7980

+00

7985

+00

7990

+00

7995

+00


Pipe

2646.2

2' N to

Cor

41

Rec

LS 6

615

Rebar and C

ap

5309.9

1' S to

Rec S

ec C

or

Rebar

Rec Sec Cor

E 2294862.18

N 359648.48100'

100'

1/1

6 Line

1490

1495

1500

1505

1510

1515

1520

1525

1530

1535

1540

1545

1550

1555

1560

1565

1490

1495

1500

1505

1510

1515

1520

1525

1530

1535

1540

1545

1550

1555

1560

1565

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION


purposes.

implementation

construction or

and not for

is preliminary

This document

PRELIMINARY

NH-3-281(130)148 UTIL 7

US Highway 281


Tel Ped

2 RCFES (poor)


7985+44 - CL

2 CSFES (good)


7981+15 - 59' Rt


7981+10 - 54' Lt

2 CSFES (good)


7978+49 - 59' Rt


7978+53 - 54' Lt

2 RCFES (poor)


7976+15 - CL

ND TELND TELApprox Loc.

Overhead Clearance = 24.0'

7980+14 - CL




1521.94

1521.95

1523.13

1523.241523.32

1523.44 1523.75

1523.90

1524.04

1524.08

1524.30

1524.62

Asph

Wire

Gr

Gr

Wire

Asph

WireGr

7975

+00

7980

+00

7985

+00

7990

+00

7995

+00

Remove & Dispose

Remove & Dispose

Remove & Dispose

Remove & Dispose Remove & Dispose 2 RC FES

Remove & Replace 3 Pipe Sections Rt (24 LF)


Install 2 RC FES

Pipe to flow north to south



Install 2 RC FES

Grading Limits

US Hwy 281


VPI 7986+40.00

EL 1,531.85

+ 0.1860 % + 0.2424 %

L = 250.00'

K = 4427

VPI 7995+08.52

EL 1,533.96

+ 0.2424 %

L = 600.00'

K = 244





Sta 7976+15

-1.4000% Rt

4.2000% Rt

-3.6000% Rt

1.5000% Rt

EL: 1522.87

7974+65 Rt

EL: 1522.20

7975+90 Rt

EL: 1521.85

7976+15 Rt

EL: 1522.48

7976+30 Rt

EL: 1525.10

7985+20 Rt

EL: 1524.20

7985+45 Rt

EL: 1522.04

7976+15 Lt

-0.3547% Lt0.2699% Lt

EL: 1524.55

7985+45 Lt

0.3366% Lt

EL: 1526.25

7990+50 Lt

EL: 1527.25

7994+00 LtEL: 1524.50

7985+65 Rt0.2857% Lt

Pipe to flow north to south




Sta 7985+44

1,529.08

1,529.14

1,529.19

1,529.37

1,529.83

1,529.93

1,530.04

1,530.32

1,530.54

1,530.61

1,530.73

1,530.94

1,531.18

1,531.49

1,531.87

1,532.13

1,532.14

1,532.41

1,532.32

1,532.08

1,531.51

7974+00 7975+00 7976+00 7977+00 7978+00 7979+00 7980+00 7981+00 7982+00 7983+00 7984+00 7985+00 7986+00 7987+00 7988+00 7989+00 7990+00 7991+00 7992+00 7993+00 7994+00 7995+00 7996+00

1,529.73

1,529.92

1,530.10

1,530.29

1,530.47

1,530.66

1,530.85

1,531.03

1,531.22

1,531.40

1,531.59

1,531.78

1,532.00

1,532.24

1,532.48

1,532.72

1,532.97

1,533.21

1,533.28

1,532.94

1,532.20

24" X 68' RCP

8002+95 - CL

US 281

N 0

0° 58' 38"

W

7995

+00

8000

+00

8005

+00

8010

+00

8015

+00

S 0

1° 02' 52"

E

3105SET REBAR

LS 6

615

Rebar and cap

5302.5

8' S to

Cor

41

Rec

LS 6

615

Rebar and cap

5314.4

8' N to

Cor

41

Rec


Cor41Rec

E 2292205.74

N 359578.00

R-67-W

T-152-N

Sec 13

R-67-W

T-152-N

Sec 24

100'

100'

1/1

6 Line

1500

1505

1510

1515

1520

1525

1530

1535

1540

1545

1550

1555

1560

1565

1570

1575

1500

1505

1510

1515

1520

1525

1530

1535

1540

1545

1550

1555

1560

1565

1570

1575

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION


purposes.

implementation

construction or

and not for

is preliminary

This document

PRELIMINARY

NH-3-281(130)148 UTIL 8

US Highway 281


Tel Ped

ND TEL




Rip Rap

Rip Rap

Wire Wire

Asph

Asph

Approx Loc.

7995

+00

8000

+00

8005

+00

8010

+00

8015

+00

Existing to Remain

Sta 8002+49 Lt to Sta 8002+49 Rt


Install 2 - 72" FES

In @ 41.8' Lt

Out @ 41.7' Rt

Grading Limits

US Hwy 281


VPI 7995+08.52

EL 1,533.96

- 2.2127 %

L = 600.00'

K = 244

VPI 8002+65.52

EL 1,517.21

- 2.2127 % + 1

.7940 %

L = 800.00'

K = 200

+ 1.794

0 %


In = 1512.39 (Lt)

Out = 1512.33 (Rt)


Sta 8002+49

1,531.51

1,530.39

1,528.41

1,526.75

1,524.85

1,522.85

1,521.29

1,520.71

1,520.30

1,520.56

1,521.42

1,522.59

1,523.87

1,525.89

1,527.79

1,529.59

1,531.54

1,533.35

1,535.18

1,537.04

1,538.47

7994+00 7995+00 7996+00 7997+00 7998+00 7999+00 8000+00 8001+00 8002+00 8003+00 8004+00 8005+00 8006+00 8007+00 8008+00 8009+00 8010+00 8011+00 8012+00 8013+00 8014+00 8015+00 8016+00

1,532.20

1,531.04

1,529.48

1,527.50

1,525.32

1,523.53

1,522.24

1,521.46

1,521.17

1,521.38

1,522.10

1,523.31

1,525.00

1,526.79

1,528.59

1,530.38

1,532.18

1,533.97

1,535.76

1,537.56

1,539.35

6281-6

220REBAR

R-67-W

T-152-N

Sec 13

R-67-W

T-152-N

Sec 24

Sec line

N 0

1° 00' 07"

W

S 0

1° 01' 16"

E

8015

+00

8020

+00

8025

+00

8030

+00

8035

+00


GPS 6

20182E480

BM E480

40091152

R Mkr 152

LS 6

615

Rebar and C

ap

2666.8

8' N to

Cor

41

Rec

LS 6

615

Rebar and C

ap

2647.5

3' S to

Cor

41

Rec

Rebar

Rec Sec Cor

E 2289554.58

N 359507.59100'

100'

1500

1505

1510

1515

1520

1525

1530

1535

1540

1545

1550

1555

1560

1565

1570

1575

1500

1505

1510

1515

1520

1525

1530

1535

1540

1545

1550

1555

1560

1565

1570

1575

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION


purposes.

implementation

construction or

and not for

is preliminary

This document

PRELIMINARY

NH-3-281(130)148 UTIL 9

US Highway 281


CE

NT P

L W

ATE

R DIS

T

Tel Ped

Tel Ped


8034+21 - 47' Lt

2 CSFES (poor)


8034+17 - 47' Rt

2 CSFES (good)


8023+44 - 53' Lt

2 CSFES (poor)


8023+34 - 46' Rt

2 RCFES (poor)


8020+84 - CL

ND TEL

ND T

EL

ND TELApprox Loc.




1536.62

1536.791537.19 1537.53

1538.11

1539.49

1539.56

Wire

1539.75

1539.86


8022+82 - CL

Wire

GrMailbox

Mailbox

Gr

Gr

Wire

Asph

Lg trees

Gr

Asph

Lg treesLg trees

1537.73

CENT PL WATER DIST

8015

+00

8020

+00

8025

+00

8030

+00

8035

+00

Remove & Dispose

Remove & Dispose

Remove & Dispose

Remove & Dispose



Install 2 RC FES

at own expense

Utility Company to Relocate or adjust

Possible Conflict with buried Telephone line

Grading Limits

US Hwy 281


VPI 8016+95.00

EL 1,542.85

+ 1.794

0 %

+ 0.5194 %

L = 400.00'

K = 314

VPI 8025+00.00

EL 1,547.03

+ 0.5194 % - 0.0024 %

L = 400.00'

K = 767

- 0.0024 %





Sta 8020+84

-3.6667% Rt

2.6667% Rt

0.3117% Rt0.2133% RtEL: 1537.60

8020+55 Rt

EL: 1536.50

8020+85 Rt

EL: 1537.30

8021+15 RtEL: 1538.50

8025+00 Rt

EL: 1537.84

8019+00 Lt

EL: 1536.84

8020+85 Lt

-0.5405% Lt

EL: 1538.50

8025+00 Lt

0.4000% Lt

0.2223% Lt

1,538.47

1,540.06

1,541.72

1,542.54

1,543.11

1,543.70

1,544.15

1,544.71

1,545.12

1,545.62

1,546.10

1,546.41

1,546.50

1,546.42

1,546.43

1,546.58

1,546.42

1,546.29

1,546.35

1,546.36

1,546.49

8014+00 8015+00 8016+00 8017+00 8018+00 8019+00 8020+00 8021+00 8022+00 8023+00 8024+00 8025+00 8026+00 8027+00 8028+00 8029+00 8030+00 8031+00 8032+00 8033+00 8034+00 8035+00 8036+00

1,539.35

1,540.97

1,542.27

1,543.25

1,543.91

1,544.43

1,544.95

1,545.47

1,545.99

1,546.45

1,546.77

1,546.96

1,547.03

1,547.02

1,547.02

1,547.02

1,547.02

1,547.01

1,547.01

1,547.01

1,547.01

220REBAR

R-67-W

T-152-N

Sec 14

R-67-W

T-152-N

Sec 23

Sec line

US 281

N 0

1° 00' 07"

W

S 0

1° 01' 16"

E

8035

+00

8040

+00

8045

+00

8050

+00

8055

+00


LS 6

615

Rebar and C

ap

2666.8

8' N to

Cor

41

Rec

Rebar

Rec Sec Cor

E 2289554.58

N 359507.59100'

100'

1510

1515

1520

1525

1530

1535

1540

1545

1550

1555

1560

1565

1570

1575

1580

1585

1510

1515

1520

1525

1530

1535

1540

1545

1550

1555

1560

1565

1570

1575

1580

1585

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION


purposes.

implementation

construction or

and not for

is preliminary

This document

PRELIMINARY

NH-3-281(130)148 UTIL 10

US Highway 281


2 CSFES (poor)


8055+00 - 46' Lt

2 RCFES (poor)


8045+36 - CL

2 RCFES (good)


8053+46 - CL

1539.49

1539.56

Mailbox

Gr

Lg trees

Gr

Asph

1545.85

Lg trees

1546.97 1553.61

1553.65

1554.76 1555.45

Asph

Lg trees

Lg trees

Lg trees

Gr

ND TEL

8035

+00

8040

+00

8045

+00

8050

+00

8055

+00

Remove & Dispose



Install 2 RC FES



Install 2 RC FESat own expense


Possible Conflict with buried Telephone line

Grading Limits

US Hwy 281


VPI 8038+17.85

EL 1,547.00

- 0.0024 % + 0.92

86 %

L = 400.00'

K = 430

VPI 8052+17.85

EL 1,560.00

+ 0.9286 %

+ 0.5563 %

L = 400.00'

K = 1074





Sta 8053+46

0.2133% Rt

0.1588% Rt

3.9571% Rt 0.2051% Rt

1.5143% Rt

EL: 1541.06

8037+00 Rt

EL: 1547.20

8045+60 Rt

EL: 1547.47

8047+30 Rt

EL: 1550.24

8048+00 RtEL: 1553.26

8051+50 Rt

EL: 1553.66

8053+45 Rt

EL: 1555.25

8054+50 Rt

EL: 1541.39

8038+00 Lt

0.2223% Lt

EL: 1545.07

8042+50 Lt EL: 1547.20

8045+35 Lt

0.7474% Lt0.8000% Lt

EL: 1549.00

8047+60 Lt

0.5000% Lt

2.6154% Lt

EL: 1549.30

8048+20 Lt

EL: 1551.00

8048+85 Lt

EL: 1553.00

8051+00 Lt

EL: 1553.60

8053+45 Lt

0.2449% Lt

EL: 1554.50

8054+75 Lt

0.6923% Lt




Sta 8045+36

1,546.49

1,546.36

1,546.45

1,546.67

1,547.18

1,547.89

1,548.72

1,549.93

1,550.80

1,551.61

1,552.47

1,553.54

1,554.36

1,555.31

1,556.40

1,557.35

1,558.23

1,558.99

1,559.85

1,560.39

1,560.91

8034+00 8035+00 8036+00 8037+00 8038+00 8039+00 8040+00 8041+00 8042+00 8043+00 8044+00 8045+00 8046+00 8047+00 8048+00 8049+00 8050+00 8051+00 8052+00 8053+00 8054+00 8055+00 8056+00

1,547.01

1,547.01

1,547.08

1,547.39

1,547.92

1,548.70

1,549.62

1,550.55

1,551.48

1,552.41

1,553.33

1,554.26

1,555.19

1,556.12

1,557.05

1,557.98

1,558.87

1,559.68

1,560.39

1,561.01

1,561.57

El: 1563.68 (existing)

El: 1568.39 (proposed)

CL Elev (Sta 8071+00)

OH Crossing

90786RWMC 90787

RWMRB

Sec line

N 0

1° 01' 29"

W

8055

+00

8060

+00

8065

+00

8070

+00

8075

+00

S 0

0° 59' 51"

E

S 89° 04' 43" W (Align &

Sec line)

3106SET REBAR

R/W Mon

Rec 1

4 C

or

5316.0

8' N to

Rebar and cap

LS 6

615

Rec 1

4 C

or

5296.8

5' S to

Rebar and cap

LS 6

615

Rec 14 Cor


N 359464.93

E 2286902.79

Sec 14

T-152-N

R-67-W

Sec 23

T-152-N

R-67-W

100'

110'

100' Electric Transmission li

ne Easement

Doc. No. 192794

5' Electric Transmission Lin

e Easement Doc. No. 134189

30' Water Pipeline Easement - Doc. No

. 172394

1520

1525

1530

1535

1540

1545

1550

1555

1560

1565

1570

1575

1580

1585

1590

1595

1520

1525

1530

1535

1540

1545

1550

1555

1560

1565

1570

1575

1580

1585

1590

1595

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION


purposes.

implementation

construction or

and not for

is preliminary

This document

PRELIMINARY

NH-3-281(130)148 UTIL 11

US Highway 281


Tel Ped

2 RCFES (poor)24" X 78' RCP (poor)8060+88 - CL

2 CSFES (poor)24" X 42' CSP (poor)8058+39 - 46' Lt

2 CSFES (poor)24" X 42' CSP (poor)8055+00 - 46' Lt

1554.761555.45

Lg trees

Lg trees

1557.04

Lg trees

1557.27

1557.34

1557.89

1557.99

1558.15

Gr

Wire

CENT PL WATER DIST

Lg trees

CENT PL WATER DIST

Lg trees

Lg trees

Lg trees

Lg trees

Asph

Gr

Lg trees

Lg trees

Wire

Wire

Asph

Lg trees

Lg trees

Mailbox

8060+70 - CL

Overhead Clearance = 24.5

'

8055

+00

8060

+00

8065

+00

8070

+00

8075

+00

Remove & DisposeRemove & Dispose

Sta 8076+45 Lt to Sta 8076+45 Rt

Remove & Dispose 2 RC FESExtend 4 LF Lt & 6 LF RtInstall 2 RC FES

billable to NDDOT


Possible Conflict with Overhead lineown expenseto Relocate o

r adjust at Telephone lin

e. Utility Company Possible Conflict with buri

ed

at own expense

Relocate or adjust

Utility Company to

buried Electric line.

Possible Conflict with

Grading Limits




OH Crossing

US Hwy 281

End F

ull D

epth R

ecla

mation

Sta 8

064+30.0

0

RECONSTRUCTION

Existing Profile Grade + 0.5563 %

VPI 8068+25.00

EL 1,568.94

+ 0.5563 % - 0.2012 %

L = 210.00'

K = 277

- 0.2012 %





Sta 8060+88

1.5143% Rt-0.3600% Rt

0.7750% Rt0.1241% Rt

0.2362% Rt

EL: 1555.25

8054+50 Rt EL: 1559.85

8066+05 Rt

EL: 1560.34

8070+00 Rt

EL: 1561.45

8074+70 Rt

8054+75 Lt

EL: 1554.50

EL: 1558.46

8060+15 Rt

EL: 1558.19

8060+90 Rt

EL: 1558.50

8061+30 Rt

EL: 1560.56

8067+50 Lt

EL: 1560.34

8070+00 Lt

EL: 1560.23

8071+70 Lt

-0.0880% Lt

-0.0647% Lt

0.6923% Lt

1,560.91

1,561.51

1,561.95

1,562.64

1,562.97

1,563.52

1,564.30

1,564.85

1,565.33

1,565.86

1,566.14

1,565.87

1,565.09

1,562.15

1,560.39

1,560.17

1,563.68

1,562.20

1,561.97

1,561.67

1,560.94

8054+00 8055+00 8056+00 8057+00 8058+00 8059+00 8060+00 8061+00 8062+00 8063+00 8064+00 8065+00 8066+00 8067+00 8068+00 8069+00 8070+00 8071+00 8072+00 8073+00 8074+00 8075+00 8076+00

1,561.57

1,562.13

1,562.68

1,563.24

1,563.79

1,564.35

1,564.91

1,565.46

1,566.02

1,566.58

1,567.13

1,567.69

1,568.24

1,568.69

1,568.77

1,568.59

1,568.39

1,568.19

1,567.98

1,567.78

1,567.58




OH Crossing

90786RWMC

90787RWMRB

R-67-W

8075+00

S 89° 0

4' 43" W (Align

& Se

c line)

20140D480

BM D480

40068153

R Mkr 153

R/W M

on

US 281

100'

110'

100'

100'

100'

Electric Trans

mission lin

e Ease

ment

Doc.

No. 1

9279

4

5' Electric Trans

mission Line Easem

ent D

oc. N

o. 134

189

30' W

ater Pipeline Ease

ment - Doc. N

o. 172

394

Doc. N

o. 1

34189

Line Ease

ment

5' Electric Tra

nsmission

Ease

ment - D

oc. N

o. 1

61805

10' Electric Tra

nsmission

1/16 Line

1530

1535

1540

1545

1550

1555

1560

1565

1570

1575

1580

1585

1590

1595

1600

1605

1530

1535

1540

1545

1550

1555

1560

1565

1570

1575

1580

1585

1590

1595

1600

1605

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION


purposes.

implementation

construction or

and not for

is preliminary

This document

PRELIMINARY

NH-3-281(130)148 UTIL 12

US Highway 281


2 C

SFES (fa

ir)

18" X 71' C

SP (p

oor)

8095+38 - 6

6' Rt

ND Tel M

kr

2 RCFE

S (fair)

24" X 80'

RCP (fair)

8076

+32 - C

L

TFO

Overhead C

learance = 25.0'

8088+97 - CL

NTH

N P

LNS E

LEC

Nthn Plns Elec Mkr

1557.27

1557.89

CENT PL W

ATER

DIST

Lg trees

Lg trees

NTHN PLNS ELEC

Lg trees

Lg trees

Gr

Wire

Lg trees

Lg trees

Asph

Asph

CE

NT P

L W

AT

ER DIS

T

Obero

n

Oberon 4

ND TE

L

110+00

115+00

8070

+00 8075

+00

8080

+00

8085

+00

Re

move & Dispose

Remove

& Disp

ose

Sta 8090+50 Lt to Sta 8090+50 Rt

Sta 8076+45 Lt to

Sta 8076+45 Rt

Install 30" X 104' P

ipe Conduit

Install 2 - 30" FES

In @ 43.9' Rt

Out @ 59.4' Lt

billable to

NDDOTUtilit

y Company

to Reloca

te or adju

st

Possible C

onflict with

Overhead

line

at own expense

Relocate or adjust

Utility Company to

buried Electric line.


at o

wn expense

Relocate or a

djust

Utility C

ompany to

with O

verhead lin

e.

Possib

le C

onflict

Grading Limits

billable to NDDOT

to Relocate or adjust

line. Utility Company

with buried Electric

Possible Conflict

El: 1563.

68 (existin

g)El: 1

568.39 (p

roposed)

CL Elev (St

a 8071+0

0)

OH Crossin

g

US Hwy 281

RECONSTRUCTIONRECONSTRUCTION


- 0.2012 %

VPI 8076+45.00

EL 1,567.29

- 0.2012 % + 0.2725 %

L = 100.00'

K = 211


In = 1560.31 (Rt)

Out = 1559.63 (Lt)

Install 30" FES Rt

Install 30" FES Lt


Sta 8076+45

In = 1563.34 (Rt)

Out = 1562.81 (Lt)

Install 30" FES Rt

Install 30" FES Lt


Sta 8090+500.2362% Rt

0.7391% Rt

-0.5000% Rt

EL: 1560.34

8070+00 Rt

EL: 1561.45

8074+70 Rt EL: 1562.40

8083+60 Rt EL: 1563.25

8084+75 Rt

EL: 1562.90

8085+45 Rt

EL: 1560.34

8070+00 Lt

EL: 1560.23

8071+70 Lt

-0.0647% Lt

EL: 1560.25

8077+00 Lt EL: 1563.22

8084+10 Lt

0.4183% Lt

1,560.17

1,563.68

1,562.20

1,561.97

1,561.67

1,560.94

1,560.33

1,560.89

1,562.12

1,561.80

1,561.98

1,562.09

1,562.22

1,562.46

1,563.55

1,563.16

1,562.18

1,561.65

1,560.67

1,562.79

1,563.98

8069+00 8070+00 8071+00 8072+00 8073+00 8074+00 8075+00 8076+00 8077+00 8078+00 8079+00 8080+00 8081+00 8082+00 8083+00 8084+00 8085+00 8086+00 8087+00 8088+00 8089+00 8090+00 8091+00

1,568.59

1,568.39

1,568.19

1,567.98

1,567.78

1,567.58

1,567.38

1,567.44

1,567.71

1,567.98

1,568.26

1,568.53

1,568.80

1,569.08

1,569.35

1,569.62

1,569.89

1,570.17

1,570.44

1,570.71

1,570.98




OH Crossing

2038P

K

NAI

L

Sec line

S 8

7° 57' 41"

W

8100

+00

8105

+00

N 00° 55' 51" W (Align & Sec line)

Rec 1 4 C

or

5277.3

7'

W to

Pipe

Rec 14 Cor

P/K NailN 362067.92

E 2284210.63

Sec 15T-152-NR-67-W

100'

100'

Doc. No. 173074

30' Water Pipeline Easement

Doc. No. 134189

Line Easement

5' Electric Transmission

Easement - Doc. No. 134251






1/1

6 Line

1530

1535

1540

1545

1550

1555

1560

1565

1570

1575

1580

1585

1590

1595

1600

1605

1530

1535

1540

1545

1550

1555

1560

1565

1570

1575

1580

1585

1590

1595

1600

1605

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION


purposes.

implementation

construction or

and not for

is preliminary

This document

PRELIMINARY

NH-3-281(130)148 UTIL 13

US Highway 281


2 CSFES (good)

2 CSFES (fair)

2 CSFES (good)

2 RCFES (poor)





8108+67 - 58' Rt

8095+38 - 66' Rt

8096+68 - 49' Lt

8100+69 - CL

ND Tel Mkr

ND Tel MkrFO Ped

FO Ped

ND TEL

Approx Loc.

Approx Loc.


8088+97 - CL

Approx Loc.

Approx Loc.

NOT LOCATED IN THE FIELD

PROVIDED BY THE UTILITY OWNER AND W

AS

IN THIS AREA WAS DRAW

N FROM MAPS

THE FIBER OPTIC AND WATER MAIN SHOW

N

Chnlk

NTHN PLNS ELEC

Lg trees

1561.18

1561.74

1562.16

1562.81

1564.11

1564.12

NT

HN P

LNS E

LE

C

Lg trees

Asph

Gr

1569.85

ND Tel Mkr

Asph

1571.17Asph

CENT PL WATER DIST

Oberon

ND TEL

110+00

115+00

8085

+00

8090

+00

8095

+00

8100

+00

Remove & Dispose

Remove & Dispose

Remove & Dispose

Remove & Dispose

Sta 8090+50 Lt to Sta 8090+50 Rt


Install 2 - 30" FES

In @ 44.2' Rt

Out @ 73.1' Lt

billable to NDDOT




Possible Conflict

billable to NDDOT

Relocate or adjust

Utility Company to

with Overhead line.

Possible Conflict

at own expense

Relocate or adjust

Utility Company to

with Overhead line.

Possible Conflict

Grading Limits

at own expense


Possible Conflict with buried FO lineEl: 1562.28 (existing)



OH Crossing

US Hwy 281

Begin F

ull D

epth R

ecla

mation

Sta 8

100+29.9

0

RECONSTRUCTION


VPI 8100+30.00

EL 1,573.79

+ 0.2725 %

+ 1.0296 %

L = 130.00'

K = 172

+ 1.0296 %


In = 1563.34 (Rt)

Out = 1562.81 (Lt)

Install 30" FES Rt

Install 30" FES Lt


Sta 8090+50

0.7391% Rt

-0.5000% Rt

EL: 1563.25

8084+75 Rt

EL: 1562.90

8085+45 Rt EL: 1562.45

8093+00 Lt

EL: 1564.00

8095+90 Lt

EL: 1564.50

8096+95 Lt

EL: 1565.17

8097+35 Lt

0.4762% Lt

1.6750% Lt

1.0139% Lt

EL: 1570.29

8102+40 Lt

0.5345% Lt

1,563.16

1,562.18

1,561.65

1,560.67

1,562.79

1,563.98

1,563.50

1,564.22

1,562.28

1,561.94

1,563.67

1,566.29

1,568.80

1,570.94

1,571.84

1,572.80

1,573.72

1,574.75

1,575.82

1,576.76

1,577.80

8084+00 8085+00 8086+00 8087+00 8088+00 8089+00 8090+00 8091+00 8092+00 8093+00 8094+00 8095+00 8096+00 8097+00 8098+00 8099+00 8100+00 8101+00 8102+00 8103+00 8104+00 8105+00 8106+00

1,569.62

1,569.89

1,570.17

1,570.44

1,570.71

1,570.98

1,571.26

1,571.53

1,571.80

1,572.07

1,572.35

1,572.62

1,572.89

1,573.16

1,573.44

1,573.74

1,574.51

1,575.54

1,576.57

1,577.60

1,578.63

2038P

K

NAI

L

US 281Sec line

S 8

7° 57' 41"

WN 8

8° 51' 08"

E

8105

+00

8110

+00

8115

+00

8120

+00

8125

+00

N 00° 55' 51" W (Align & Sec line) N 00° 56' 05" W (Align & Sec line)

Rec 1

4 C

or

5277.3

7'

W to

Pipe

Rec 1

4 C

or

5298.3

8' E to

Rebar and cap

LS 6

615

Rec 14 Cor

P/K NailN 362067.92E 2284210.63

Sec 15

T-152-N

R-67-W

Sec 14

T-152-N

R-67-W

100'

100'


5' Electric Transmission Easement - Doc. No. 161805


1/1

6 Line

1540

1545

1550

1555

1560

1565

1570

1575

1580

1585

1590

1595

1600

1605

1610

1615

1540

1545

1550

1555

1560

1565

1570

1575

1580

1585

1590

1595

1600

1605

1610

1615

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION


purposes.

implementation

construction or

and not for

is preliminary

This document

PRELIMINARY

NH-3-281(130)148 UTIL 14

US Highway 281


2 CSFES (good)

2 RCFES (poor)18" X 48' CSP (good)

24" X 78' RCP (poor)8108+67 - 58' Rt

8115+65 - CL

FO Ped ND TELND TEL Approx Loc.

Approx Loc.

NOT LOCATED IN THE FIELDPROVIDED BY THE UTILITY OWNER AND WAS

IN THIS AREA WAS DRAWN FROM MAPS

THE FIBER OPTIC AND WATER MAIN SHOWN

LOCATED IN THE FIELDTHE UTILITY OWNER AND WAS NOT WAS DRAWN FROM MAPS PROVIDED BY

THE FIBER OPTIC SHOWN IN THIS AREA

LOCATED IN THE FIELDTHE UTILITY OWNER AND WAS NOT WAS DRAWN FROM MAPS PROVIDED BY THE WATER MAIN SHOWN IN THIS AREA

1569.85

ND Tel Mkr

Asph

1571.17

1576.06

1576.37

Asph Asph

8100

+00

8105

+00

8110

+00

8115

+00

8120

+00

Remove & DisposeRemove & Dispose 2 RC FES

Remove & Replace 1 Pipe Section Rt (8 LF)


Install 2 RC FES

Grading Limits

at own expense


Possible Conflict with buried FO line

at own expense



US Hwy 281

Begin F

ull D

epth R

ecla

mation

Sta 8

100+29.9

0


VPI 8100+30.00

EL 1,573.79

+ 1.0296 %

L = 130.00'

K = 172

VPI 8108+07.95

EL 1,581.80

+ 1.0296 %

+ 0.3988 %

L = 110.00'

K = 174

VPI 8113+34.50

EL 1,583.90

+ 0.3988 %

+ 1.1956

%

L = 200.00'

K = 251

VPI 8119+20.00

EL 1,590.90

+ 1.1956

%

L = 800.00'

K = 437





Sta 8110+84

1.0139% Lt

EL: 1570.29

8102+40 LtEL: 1576.50

8110+85 Lt

EL: 1577.20

8112+20 Lt

0.5185% Lt

EL: 1583.19

8119+20 Lt

1,572.80

1,573.72

1,574.75

1,575.82

1,576.76

1,577.80

1,578.91

1,579.83

1,580.93

1,581.31

1,581.78

1,582.22

1,582.78

1,583.21

1,584.03

1,585.05

1,586.12

1,587.14

1,587.95

1,588.47

1,588.49

8099+00 8100+00 8101+00 8102+00 8103+00 8104+00 8105+00 8106+00 8107+00 8108+00 8109+00 8110+00 8111+00 8112+00 8113+00 8114+00 8115+00 8116+00 8117+00 8118+00 8119+00 8120+00 8121+00

1,573.74

1,574.51

1,575.54

1,576.57

1,577.60

1,578.63

1,579.66

1,580.69

1,581.65

1,582.17

1,582.57

1,582.96

1,583.36

1,583.85

1,584.71

1,585.88

1,587.00

1,587.90

1,588.57

1,589.01

1,589.22

222R

EB

AR

S 8

7° 35' 46"

W

Sec 15

T-152-N

R-67-W

Sec 14

T-152-N

R-67-W

Sec 10

T-152-N

R-67-W

Sec 11

T-152-N

R-67-W

N 8

8° 40' 00"

E

40th Street

NE

8125

+00

8130

+00

8135

+00

8140

+00

8145

+00

N 00° 56' 43" W (Sec line)

40016N

GS#

C480

BM C480

40018154

R Mkr 154

Rec S

ec C

or

5287.8

5'

W to

Rebar

Rec 1

4 C

or

2641.0

4' E to

Rebar and C

ap

LS 6

615

N 364718.70E 2284167.38

Rebar

Rec Sec Cor

100'

100'

1540

1545

1550

1555

1560

1565

1570

1575

1580

1585

1590

1595

1600

1605

1610

1615

1540

1545

1550

1555

1560

1565

1570

1575

1580

1585

1590

1595

1600

1605

1610

1615

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION


purposes.

implementation

construction or

and not for

is preliminary

This document

PRELIMINARY

NH-3-281(130)148 UTIL 15

US Highway 281


2 CSFES (good)

2 CSFES (good)



8135+24 - 45' Rt

8135+20 - 45' Lt

ND Tel Mkr

WATE

R DIS

T

CENT P

L

Elec Trans

ND TELND TEL ND TELApprox Loc. Approx Loc.

CE

NT P

L W

AT

ER DIS

T

LOCATED IN THE FIELDTHE UTILITY OWNER AND WAS NOT WAS DRAWN FROM MAPS PROVIDED BY


LOCATED IN THE FIELDTHE UTILITY OWNER AND WAS NOT WAS DRAWN FROM MAPS PROVIDED BY THE WATER MAIN SHOWN IN THIS AREA

Asph

1576.73

1577.12

1577.15

1577.89

Gr

CENT PL WATER DIST

Asph

Gr

Asph

WGV

8120

+00

8125

+00

8130

+00

8135

+00

8140

+00

Remove & Dispose

Remove & Dispose

at own expense



or adjust at own expense

Company to Relocate

buried Water line. Utility


Grading Limits

at own expense



US Hwy 281


VPI 8119+20.00

EL 1,590.90

- 0.6364 %

L = 800.00'

K = 437

VPI 8130+20.00

EL 1,583.90

- 0.6364 %

- 1.6429 %

L = 400.00'

K = 397

VPI 8137+20.00

EL 1,572.40

- 1.6429 %

- 2.6731 %

L = 400.00'

K = 388

- 2.6731 %


-1.0832% Rt

-1.8244% Rt

EL: 1578.89

8127+95 Rt

EL: 1573.42

8133+00 Rt

EL: 1565.21

8137+50 Rt

EL: 1583.19

8119+20 Lt

EL: 1580.43

8125+00 Lt

-0.4759% Lt

EL: 1575.06

8132+00 Lt

-0.7671% Lt

1,588.49

1,588.37

1,588.12

1,587.50

1,587.13

1,586.47

1,585.78

1,585.22

1,584.51

1,583.80

1,583.02

1,581.69

1,580.21

1,578.60

1,576.89

1,575.13

1,573.56

1,571.68

1,569.37

1,566.58

1,563.80

8119+00 8120+00 8121+00 8122+00 8123+00 8124+00 8125+00 8126+00 8127+00 8128+00 8129+00 8130+00 8131+00 8132+00 8133+00 8134+00 8135+00 8136+00 8137+00 8138+00 8139+00 8140+00 8141+00

1,589.22

1,589.20

1,588.95

1,588.48

1,587.85

1,587.21

1,586.57

1,585.94

1,585.30

1,584.58

1,583.62

1,582.40

1,580.94

1,579.30

1,577.66

1,576.01

1,574.29

1,572.31

1,570.08

1,567.58

1,564.92

N 00° 56' 40" W (Align)

Sec line

US 281

S 8

7° 30' 02"

WN 8

8° 36' 07"

E

8145

+00

8150

+00

8155

+00

8160

+00

8165

+00

N 00° 56' 43" W (Sec line)

3107S

ET

RE

BA

R

Rec 1

4 C

or

5298.1

3'

W to

Rebar and C

ap

LS 6

615

Rec 1

4 C

or

5300.9

4' E to

Alu

m C

ap L

S 3

685

N 367380.53E 2284123.46

Rec 14 Cor

Rebar

Sec 10

T-152-N

R-67-W

Sec 11

T-152-N

R-67-W

130'

1/1

6 Line

1510

1515

1520

1525

1530

1535

1540

1545

1550

1555

1560

1565

1570

1575

1580

1585

1510

1515

1520

1525

1530

1535

1540

1545

1550

1555

1560

1565

1570

1575

1580

1585

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION


purposes.

implementation

construction or

and not for

is preliminary

This document

PRELIMINARY

NH-3-281(130)148 UTIL 16

US Highway 281


2 RCFES (fair)2 RCFES (good)

24" X 82' RCP (fair)24" X 82' RCP (good)

8150+50 - CL8163+23 - CL

ND TEL Approx Loc.

LOCATED IN THE FIELDTHE UTILITY OWNER AND WAS NOT

WAS DRAWN FROM MAPS PROVIDED BY


1530.73

1530.92

1547.52

1549.95

Gr

Asph

ND Tel Mkr

8140

+00

8145

+00

8150

+00

8155

+00

8160

+00


Remove & Replace 2 Pipe Sections Lt (16 LF)


Install 2 RC FES


Remove & Replace 1 Pipe Section Lt (8 LF)


Install 2 RC FES

Grading Limits

at own expense



US Hwy 281


VPI 8142+40.00

EL 1,558.50

- 2.6731 % - 0.1149 %

L = 400.00'

K = 156

VPI 8149+80.00

EL 1,557.65

- 0.1149 %

- 2.4722 %

L = 600.00'

K = 255

VPI 8155+20.00

EL 1,544.30

- 2.4722 %

- 1.0407 %

L = 400.00'

K = 279

- 1.0407 %





Sta 8145+69




Sta 8158+430.4000% Rt

1.4667% Rt

0.7931% Rt

-0.9700% Rt

2.5230% R

t

3.1188% RtEL: 1547.40

8145+40 Rt

EL: 1547.52

8145+70 Rt

EL: 1547.96

8146+00 Rt

EL: 1550.25

8147+00 Rt

EL: 1551.40

8148+45 Rt

EL: 1550.43

8149+45 Rt

EL: 1526.26

8156+70 Rt

EL: 1530.65

8158+44 Rt

EL: 1533.80

8159+45 Rt

EL: 1553.45

8142+75 Lt

EL: 1552.12

8143+40 Lt

-2.0462% Lt

-0.0750% Lt

EL: 1552.06

8144+20 Lt

EL: 1550.48

8145+70 Lt-1.0533% Lt

0.3709% Lt

EL: 1551.50

8148+45 Lt

EL: 1550.71

8149+20 Lt

-1.0533% Lt

-4.4386% Lt

EL: 1535.98

8157+30 Lt

EL: 1530.92

8158+44 Lt

EL: 1533.90

8159+35 Lt3.2747% Lt

1,563.80

1,561.43

1,559.76

1,558.11

1,557.37

1,557.41

1,557.19

1,556.95

1,556.56

1,555.70

1,554.96

1,553.30

1,551.15

1,548.85

1,546.60

1,544.81

1,542.85

1,541.45

1,540.17

1,539.36

1,538.32

8139+00 8140+00 8141+00 8142+00 8143+00 8144+00 8145+00 8146+00 8147+00 8148+00 8149+00 8150+00 8151+00 8152+00 8153+00 8154+00 8155+00 8156+00 8157+00 8158+00 8159+00 8160+00 8161+00

1,564.92

1,562.36

1,560.39

1,559.06

1,558.37

1,558.20

1,558.09

1,557.96

1,557.57

1,556.79

1,555.62

1,554.05

1,552.09

1,549.74

1,547.38

1,545.37

1,543.73

1,542.43

1,541.39

1,540.35

1,539.30

224R

WM

RB

225R

WM

P226R

WM

RB

227R

WM

RB

228R

WM

P229R

WM

P

230R

WM

P231R

WM

RB

Sec 10

T-152-N

R-67-W

Sec 11

T-152-N

R-67-W

Sec line

8165

+00

8170

+00

8175

+00

8180

+00

8185

+00

N 00° 56' 40" W (Align)S 00° 56' 43" E (Sec line)

R/W MonR/W Mon

R/W Mon R/W Mon

40000155

R Mkr 155

BENSON COUNTY

100'

100'

1/1

6 Line

1490

1495

1500

1505

1510

1515

1520

1525

1530

1535

1540

1545

1550

1555

1560

1565

1490

1495

1500

1505

1510

1515

1520

1525

1530

1535

1540

1545

1550

1555

1560

1565

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION


purposes.

implementation

construction or

and not for

is preliminary

This document

PRELIMINARY

NH-3-281(130)148 UTIL 17

US Highway 281


2 RCFES (good)


8163+23 - CL

FO PedApprox Loc.

Approx Loc.

LOCATED IN THE FIELD

THE UTILITY OWNER AND WAS NOT

WAS DRAWN FROM MAPS PROVIDED BY


Asph

Asph

ND Tel Mkr

8160

+00

8165

+00

8170

+00

8175

+00

8180

+00

Remove & Dispose 2 RC FESRemove & Replace 2 Pipe Sections Lt (16 LF)Extend 16 LF Lt & 8 LF Rt

Grading Limits

US Hwy 281

End F

ull D

epth R

ecla

mation

Sta 8

168+75.0

0

End Project

Sta 8

172+50.0

0Existing Profile Grade

Sta 8168+75.00 to 8172+50.00375' Milling Transition

VPI 8161+35.00

EL 1,537.90

- 1.0407 %

- 2.3386 %

L = 300.00'

K = 231

1,520.59Proposed Top of Asphalt

3.1188% Rt

EL: 1533.80

8159+45 Rt

EL: 1533.90

8159+35 Lt3.2747% Lt

1,538.32

1,537.04

1,535.22

1,533.34

1,530.90

1,528.53

1,526.37

1,524.06

1,521.72

1,519.46

1,517.67

1,516.33

1,515.58

1,515.72

1,515.78

1,516.19

1,516.26

1,516.09

1,516.58

1,516.79

1,517.12

8159+00 8160+00 8161+00 8162+00 8163+00 8164+00 8165+00 8166+00 8167+00 8168+00 8169+00 8170+00 8171+00 8172+00

1,520.05

1,518.09

1,516.58

1,515.66

1,539.30

1,537.98

1,536.22

1,534.04

1,531.70

1,529.36

1,527.03

1,524.69

1,522.35

N 62° 10' 00" E

(Align)

N 87° 18' 37" E (Align)

ND 57

174RWMC

175RWMC

176RWMC

177RWMRB

178RWMRB

179RWMC

194RWMRB

195RWMC

196RWMC

213RWMC

218REBAR

Sec line

N 0

1° 01' 13"

W

7870+00

7875+00

5+00

40153149

R M

kr 149

R/W M

on

R/W M

on

212POT

R/W Mon

REBAR

210

0+00

10

+00

15

+00

200'

125'

1/16 Line

1/16 Line

1440

1445

1450

1455

1460

1465

1470

1475

1480

1485

1490

1495

1500

1505

1510

1515

1440

1445

1450

1455

1460

1465

1470

1475

1480

1485

1490

1495

1500

1505

1510

1515

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION


purposes.

implementation

construction or

and not for

is preliminary

This document

PRELIMINARY

NH-3-281(130)148 UTIL 18

US Highway 281


Asph

FO B

ox

Asph

Asph

ND T

EL

ND TEL

ND TELN

D T

EL

Appro

x L

oc.

ND T

EL

Gr

Pvt Sign

Dest sign

Sign

7870+00

7875+00

US Hig

hway 2

81

Grading Limits

End Mill

& O

verlay

Sta 4

+50.0

0


1" MILL & 2" OVERLAY MILL & OVERLAY TRANSITION


1,478.60

1,479.64

1,478.95

1,478.59

1,477.79

1,477.47

-+00 1+00 2+00 3+00 4+00 5+00

1,478.51

1,479.55

1,478.86

1,478.51

1,477.70

1,477.47

1,477.23

US 2

81

Co Rd 29

R-67-W

T-152-N

Sec 23

R-67-W

T-152-N

Sec 22

R-67-W

T-152-N

Sec 15

R-67-W

T-152-N

Sec 14

at own expense

Relocate or adjust

Utility Company to

with Overhead line.

Possible Conflict

billable to NDDOT




Possible Conflict

Grading Limits

at own expense




Possible Conflict



CL Elev (Sta 107+20 - CR 29)

OH Crossing



CL Elev (Sta 107+20 - CR 29)

OH Crossing

221

RE

BA

R

S 88° 15' 1

4"

W

Sec line

20140

D480

BM D

480

Rec Sec Cor

Rebar

N 359

422.32

E 228

4253.61

Doc. N

o. 134

189

Line Easem

ent

5' Electric Trans

mission

Easem

ent - Doc. N

o. 161

805

10' Electric Trans

mission

1/16 Line

1520

1525

1530

1535

1540

1545

1550

1555

1560

1565

1570

1575

1580

1585

1590

1595

1520

1525

1530

1535

1540

1545

1550

1555

1560

1565

1570

1575

1580

1585

1590

1595

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION


purposes.

implementation

construction or

and not for

is preliminary

This document

PRELIMINARY

NH-3-281(130)148 UTIL 19

US Highway 281


2 CSFE

S (fair)

18" X 71' C

SP (p

oor)

ND Tel

Mkr

TF

O

Overhead Cleara

nce = 2

5.0'

8088+97 - C

L

Overh

ead Cleara

nce = 2

4.5'

8080+40 - C

L

NT

HN P

LNS E

LE

C

Nth

n Plns Elec M

kr

Lg trees

Lg trees

NT

HN P

LN

S E

LE

C

Gr

Asp

h

CENT PL W

ATER DIST

Lg trees

Lg trees

Oberon

Obero

n 4

ND T

EL

100+00

105+00

110

+00

115

+00

8080+00

8085+00

US Hig

hway 2

81

Benson County Route 29

Sta 8

090+50 Lt to Sta 8

090+50 Rt

Install 3

0"

X 1

18' Pipe C

onduit

Install 2 - 3

0" FES

In

@ 4

4.2' Rt

Out @ 7

3.1' Lt


1,564.47

VPI 112+06.00

EL 1,571.86

+ 0.7988 % - 0.6750 %

L = 20.00'

K = 14

1,571.45


100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00 110+00 111+00 112+00 113+00 114+00 115+00

1,564.23

1,563.88

1,564.47

1,564.80

1,564.48

1,564.46

1,564.65

1,565.10

1,566.83

1,559.35

1,560.10

1,562.64

1,562.96

1,563.47

1,563.96

1,564.11

102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00 110+00 111+00 112+00

1,564.47

1,564.80

1,565.42

1,566.22

1,567.02

1,567.82

1,568.62

1,569.41

1,570.21

1,571.01

1,571.81

utility contact list and plan sheet index nddot 1 of 1 8

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