ss-8-018(080)075 27... · 2017-03-17 · state project no. nd no. sheet no. section 8/9/2016...

$: SS-8-018(080)075 27... · 2017-03-17 · STATE PROJECT NO. ND NO. SHEET NO. SECTION 8/9/2016 9:35:41 AM andrew.krog U:\PROJECTS\17123\80018075.080\Design\Plan\Utility Conflict Plans\060PP_001_PP$
Item # PP Sheet #Approx. Sta.

(From)Approx. Sta.

(To) LT/RT Approx. Qty Units Location UtilityType of Facility

Reimbursable (1) or Non-

Reimbursable (2)Max Cut(-) or

Fill(+) Comments1 1-3 510+27.00 to 518+47.00 LT 820 LF ND 18 CenturyLink Fiber Optic 2 -6 ft Conflict with proposed storm sewer2 1 510+29.00 LT 1 Each ND 18 City of Casselton Electric 2 -6 ft Conflict with proposed storm sewer3 1 512+43.00 LT 1 Each ND 18 City of Casselton Electric 2 -6 ft Conflict with proposed storm sewer4 1 512+72.00 LT 1 Each ND 18 CenturyLink Fiber Optic 2 -6 ft Conflict with proposed storm sewer5 1-2 512+72.00 to 514+28.00 LT 165 LF ND 18 CenturyLink Fiber Optic 2 -4 ft Conflict with proposed ditch cut5 2 514+30.00 LT 1 Each ND 18 City of Casselton Electric 2 -6 ft Conflict with proposed storm sewer6 2 514+57.00 LT 1 Each ND 18 Midco Fiber Optic 2 -8 ft Conflict with proposed watermain7 2 514+57.00 LT 1 Each ND 18 CenturyLink Fiber Optic 2 -8 ft Conflict with proposed watermain8 2 514+55.00 LT 1 Each ND 18 City of Casselton Electric 2 -8 ft Conflict with proposed watermain9 2 514+65.00 LT 1 Each ND 18 City of Casselton Electric 2 -8 ft Conflict with proposed sanitary sewer

10 2 514+67.00 LT 1 Each ND 18 Midco Fiber Optic 2 -8 ft Conflict with proposed sanitary sewer11 2 514+67.00 LT 1 Each ND 18 CenturyLink Fiber Optic 2 -8 ft Conflict with proposed sanitary sewer12 2 514+82.00 LT 1 Each ND 18 Midco Fiber Optic 2 -6 ft Conflict with proposed storm sewer13 2 514+82.00 LT 1 Each ND 18 CenturyLink Fiber Optic 2 -6 ft Conflict with proposed storm sewer14 2 516+49.00 LT 1 Each ND 18 City of Casselton Electric 2 -6 ft Conflict with proposed storm sewer15 3 518+15.00 LT 1 Each ND 18 Midco Fiber Optic 2 -6 ft Conflict with proposed storm sewer16 3 518+24.00 LT 1 Each ND 18 City of Casselton Electric 2 -6 ft Conflict with proposed storm sewer17 3 518+25.00 LT 1 Each ND 18 Xcel Gas 2 -6 ft Conflict with proposed storm sewer18 3-4 518+50.00 to 10+65.00 LT 439 LF ND 18 CenturyLink Fiber Optic 2 -6 ft Conflict with proposed storm sewer19 3-4 519+41.00 to 10+28.00 LT 388 LF ND 18 Xcel Gas 2 -6 ft Conflict with proposed storm sewer20 3 520+31.00 LT 1 Each ND 18 Midco Fiber Optic 2 -6 ft Conflict with proposed storm sewer21 4 521+97.00 LT 1 Each ND 18 City of Casselton Electric 2 -6 ft Conflict with proposed storm sewer22 4 10+47.00 to 10+64.00 LT 17 LF ND 18 CenturyLink Fiber Optic 2 -6 ft Conflict with proposed storm sewer

Utility Conflict SummarySS-8-018(080)075

1 = State will reimburse for relocation expense2 = Utility responsible for relocation expense

Utility Type Contact Number Contact EmailContact NameCorey WixoJace BrownleeBrendan ChristensonJeff Hoye

[email protected]@xcelenergy.com

FiberGasFiber

City of CasseltonCass Rural Water District

Kevin MayerJerry Blomeke

701‐212‐5682701‐271‐3421701‐241‐3771701‐200‐7448701‐347‐5521701‐428‐3139

Electric

Utility NameMidcontinentXcel EnergyCenturyLinkOtter Tail Power Co

[email protected]@otpco.com

[email protected]@cassruralwaterdistrict.com

Electric (Street Lights)Watermain

DISTRICT NAME

OFFICE OF PROJECT DEVELOPMENT

Sec 26

Sec 35

Sec 26

Sec 35

RP 75.5417

Sta 524+15.00

SS-8-018(080)075

End Project

RP 75.8171

Sta 509+61.00

SS-8-018(080)075

Begin Project

DESIGNERS

ND DEPARTMENT OF TRANSPORTATION

__________________________________________

APPROVED DATE _________________________

__________________________________________

DISTRICT REVIEWGRAND

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

SS-8-018(080)075 0.2754 0.2754

11

NDDOT DIV-DIST OR CONSULTANT FIRM

Cass County

20341

SS-8-018(080)075

SS-8-018(080)075

Section 26 & 35, Township 140N, Range 52W

Storm Sewer, Asphalt, Concrete Pavement

LEGAL DESCRIPTION

Signing, Striping, Watermain, Sanitary Sewer and Incidentals

ND 18 - Langer Avenue to 4th Avenue

City of Casselton

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

8/3/2016 andrew.krog U:\PROJECTS\17123\80018075.080\Design\Plan\001TS_001_Title.dgn2:50:49 PM

purposes.

implementation

construction or

and not for

is preliminary

This document

PRELIMINARY

PROJECT NUMBER \ DESCRIPTION NET MILES GROSS MILES

the project is advertised.

of Transportation and the Supplemental Specifications effective on the date

2014 Standard Specifications adopted by the North Dakota Department

GOVERNING SPECIFICATIONS:

JOB #

DESIGN DATA

Traffic Average Daily

Current 2012

Forecast 2037

Pass: 2120

Pass: 2720

Trucks: 230

Trucks: 290

Total: 2350

Total: 3010

Design Speed: 25

Bridges: N/A

Pavement Design Life (years) (30 years)

Minimum Sight Dist. for Stopping: 155 ft

Clear Zone Distance: 12 ft, 1.5 ft

Sight Dist. for No Passing Zone: 450 ft

Design Accumulated One-way ESALs: 1,908,250

PCC Reconstruction

Curb & Gutter Reconstruction

Sidewalk Reconstruction and ADA Curb Ramps

Driveway Reconstruction

Brick Pattern Sidewalk

LEGEND

Sta 524+15

End New Construction

End Project SS-8-018(080)075

Sta 509+61

Begin New Construction

Begin Project SS-8-018(080)075

HPB Reconstruction

Construct Storm Sewer

Construct Water Main

Construct Sanitary Sewer

SS-8-018(080)075 4

Scope of Work

5th St N (ND 18) Reconstruction

1

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

8/3/2016 andrew.krog U:\PROJECTS\17123\80018075.080\Design\Plan\004SW_001_SCOPE.dgn2:50:55 PM

purposes.

implementation

construction or

and not for

is preliminary

This document

PRELIMINARY

510

+00

515

+00

520

+00

10+0010+00

10+00

10+00

10+00

10

+00

EXIST. SEC. LINE

or Adjust at Own Expense

City of Casselton to Relocate

Conflict with Lighting Power Line,




208'-24" [email protected]%


Utility Company to Relocate

Conflict with Fiber Optic Line,


Utility Company to Relocate

Conflict with Fiber Optic Line,

509

510 511 512 513

POT 10+00.00

10

11

930

935

940

945

930

935

940

945

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

8/9/2016 andrew.krog U:\PROJECTS\17123\80018075.080\Design\Plan\Utility Conflict Plans\060PP_001_PP - Utility Conflict Plans.dgn9:35:41 AM

purposes.

implementation

construction or

and not for

is preliminary

This document

PRELIMINARY

60

SS-8-018(080)075 1

Plan & Profile


Sta 509+61 to Sta 513+00

5th St. N/ND 18

0.5%

Ditch Profile

ST

A 5

09+61.0

0

SS-8-0

18(0

80)0

75

Begin Project

MIDCO

MIDCO

MIDCO

CLINK CLINKCLINK

EX. 6" P

VC

934.71

12

61.35'

88.66'

14'

6.5'

6.5'

14'

61.3'

97.48'

1

1A

1B

2

2A

2B

938.10

VPI 510+29.00

EL 937.34

+ 0.4000 %

L = 100.00'

VPI 511+50.00

EL 937.82

L = 50.00'

VPI 512+37.00

EL 937.48

- 0.4000 % + 0.4000 %

L = 50.00'

- 1.1176 %

4th A

ve N

509+00 510+00 511+00 512+00 513+00

938.48

938.46

938.27

938.10

937.99

937.87

937.79

937.78

937.79

937.83

937.87

937.90

937.93

937.90

937.85

937.81

937.77

937.78

937.78

937.79

937.85

510+00 511+00 512+00 513+00

937.89

937.70

937.57

937.50

937.49

937.54

937.62

937.70

937.77

937.77

937.70

937.62

937.55

937.53

937.57

937.65

937.73

511+00 512+00 513+00509+00 510+00 511+00 512+00 513+00

938.48

938.46

938.27

938.10

937.99

937.87

937.79

937.78

937.79

937.83

937.87

937.90

937.93

937.90

937.85

937.81

937.77

937.78

937.78

937.79

937.85

184'-24" [email protected]%167'-30" [email protected]% 175'-30" [email protected]%

EXIST. SEC. LINE EXIST. SEC. LINE

97^

4 construction12IN X 6IN Reducer for PhasePlace 12IN Gate Valve and













or adjust at own expense utility company to relocateConflict with fiber optic line,

or adjust at own expense utility company to relocateConflict with fiber optic line,




513 514 515 516 517

POT 10+00.00

10

11

POT 10+00.00 10

11

100'-12" PVC C900

88 L

F - 1

2" P

VC C

900

53LF - 1

2" P

VC C

900

132 L

F - 6" P

VC S

DR 2

1

930

935

940

945

930

935

940

945

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION


purposes.

implementation

construction or

and not for

is preliminary

This document

PRELIMINARY

60

SS-8-018(080)075 2

5th St N/ND 18

0.5%

Ditch Profile

0.3%

Ditch Profile

Plan & Profile


Sta 513+00 to Sta 517+00

XLENER

XL

EN

ER

CLINK

CLINKCLINK

MIDCOMIDCOMIDCO

EX. 6"

AC

P

EX. 6" PVC EX. 6" PVC

934.98

3 4 5

27'

20'R20'R

86.57'

63.34'

14'

14'

40'R

6.5

6.5'

40'R

3

3A

4 5

5A

5B

3B

933.07

Invert

932.14Plug Invert

+ 0.4000 %

VPI 513+39.00

EL 937.88

L = 50.00'

VPI 514+25.00

EL 937.28

- 0.7000 % + 0.4000 %

L = 50.00'

VPI 515+69.00

EL 937.86

L = 50.00'

VPI 516+45.00

EL 937.40

- 0.6000 % + 0.4000 %

L = 50.00'

5th A

ve N

513+00 514+00 515+00 516+00 517+00

937.85

937.94

937.97

937.95

937.93

937.97

938.02

937.94

937.84

937.76

937.73

937.75

937.84

937.93

937.95

937.96

937.90

937.81

937.75

937.72

937.71

937.73

937.75

513+00 514+00 515+00 516+00 517+00

937.73

937.80

937.81

937.74

937.60

937.46

937.36

937.35

937.42

937.50

937.58

937.66

937.74

937.80

937.77

937.67

937.55

937.47

937.47

937.54

937.62

937.70

937.76

513+00 514+00 515+00 516+00 517+00513+00 514+00 515+00 516+00 517+00

937.85

937.94

937.97

937.95

937.93

937.97

938.02

937.94

937.84

937.76

937.73

937.75

937.84

937.93

937.95

937.96

937.90

937.81

937.75

937.72

937.71

937.73

937.75

186'-30" [email protected]%186'-30" [email protected]%

EXIST. SEC. LINE







or adjust at own expense

utility company to relocate

Conflict with fiber optic line,or adjust at own expense


Conflict with fiber optic line,






Conflict with gas line,



Conflict with gas line,




517 518 519 520 521

POT 10+00.00

10

11

930

935

940

945

930

935

940

945

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION


purposes.

implementation

construction or

and not for

is preliminary

This document

PRELIMINARY

60

SS-8-018(080)075 3

Plan & Profile


Sta 517+00 to Sta 521+00

0.3%

Ditch Profile

XLENERXLENER

XLENER

XL

EN

ER

CLINK

CLINK

CLIN

K

CLINKCLINK

MID

CO

MIDCO

MIDCOMIDCO

CLIN

K

EX. 6" PVC

EX. 6"

AC

P

EX. 6" POLY

935.02

6 7

37'

20'R20'R64.85'

85.28'

14'

54.29'

75.71'

14'

6.5'

6.5'

6

6A

6B

7

7A

Rim935.70Invert

933.85

+ 0.4000 %

VPI 517+50.00

EL 937.82

L = 50.00'

VPI 518+18.00

EL 937.31

- 0.7500 % + 0.4000 %

L = 50.00'

VPI 519+14.00

EL 937.70

- 0.4000 %

L = 50.00'

6th A

ve N

5th St N/ND 18

517+00 518+00 519+00 520+00 521+00

937.71

937.73

937.75

937.74

937.73

937.72

937.72

937.72

937.73

937.74

937.74

937.73

937.70

937.67

937.62

937.51

937.40

937.30

937.21

937.12

937.01

936.90

936.83

517+00 518+00 519+00 520+00 521+00

937.62

937.70

937.76

937.72

937.60

937.45

937.38

937.40

937.48

937.56

937.63

937.64

937.59

937.51

937.43

937.35

937.27

937.19

937.11

937.03

936.95

936.87

936.79

517+00 518+00 519+00 520+00 521+00517+00 518+00 519+00 520+00 521+00

937.71

937.73

937.75

937.74

937.73

937.72

937.72

937.72

937.73

937.74

937.74

937.73

937.70

937.67

937.62

937.51

937.40

937.30

937.21

937.12

937.01

936.90

936.83

EXIST. SEC. LINE




Storm Lift Structure

or adjust at own expenseutility company to relocateConflict with fiber optic line,

or adjust at own expenseutility company to relocateConflict with gas line,

521 522

PO

T 522

+63.36

POT 522+63.36

523

PO

T 10

+00.00

10

PI 10

+37.67

11 12

930

935

940

945

930

935

940

945

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION


purposes.

implementation

construction or

and not for

is preliminary

This document

PRELIMINARY

60

SS-8-018(080)075 4

Plan & Profile


Exist. R/W

Exist. R/W

5th St. N/ND 185th St. N

Sta 521+00 to Sta 10+64.58

XL

EN

ER

XLENER XLENER

CLINK

CLINK

MIDCO MIDCOMIDCO

MIDCO

EX. 8" P

VC

6" POLY

8" P

VC

8

9

12.65'

7.87'

15.31'6.48'

20'R

6.5'14'14'

6.5'

10'R

200'R

50'R

Structure

4'x8' Storm Lift

59.91'

23.2'

8C

8

8A

8B

8D

9A

9

+ 0.7293 %

+ 0.7293 %

937.22

937.69

VPI 522+10.00

EL 936.51

- 0.4000 % + 1.3

241 %

L = 70.00' 937.22

10+00 11+00 12+00

937.46

937.57

937.67

937.81

937.98

938.06

938.03

937.99

937.95

937.90

937.86

937.82

10+00

937.22

937.37

937.51

937.66

521+00 522+00

937.01

936.90

936.83

936.77

936.70

936.66

936.77

936.93

521+00 522+00

936.95

936.87

936.79

936.71

936.64

936.63

936.72

936.91

937.17

521+00521+00 522+00

937.01

936.90

936.83

936.77

936.70

936.66

936.77

936.93

937.17

10+00 11+00 12+00

937.22

937.46

937.57

937.67

937.81

937.98

938.06

938.03

937.99

937.95

937.90

937.86

937.82

937.37

937.51

937.66

00

00

2020

2020

4040

4040

6060

6060

935 935

940 940

510+25.00

935 935

940 940

510+50.00

935 935

940 940

510+52.64

ND 18

storm drain

proposed 24"

storm drain

proposed 24"

2.10%2.10%4:14:1

line crossing

CLINK fiber optic

Approximate line crossing

City of Casselton lighting power

Approximate

2.10% 2.10%4:14:1

line crossing

CLINK fiber optic



Approximate

2.10% 2.10%4:14:1

line crossing

CLINK fiber optic



Approximate

200 1

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION

8/9/2016 andrew.krog U:\PROJECTS\17123\80018075.080\Design\Plan\Utility Conflict Plans\200XS_001_ND_Hwy_18 Utility Conflict Plans.dgn2:37:03 PM

SS-8-018(080)075

00

00

2020

2020

4040

4040

6060

6060

935 935

940 940

510+75.00

935 935

940 940

511+00.00

935 935

940 940

511+50.00

935 935

940 940

512+00.00

935 935

940 940

512+37.00

ND 18

storm drain

proposed 24"

storm drain

proposed 24"

storm drain

proposed 24"

storm drain

proposed 24"

storm drain

proposed 24"

2.10% 2.10%

4:14:1

line crossing

CLINK fiber optic



Approximate

2.10% 2.10%

4:14:1

line crossing

CLINK fiber optic



Approximate

2.10% 2.10%

4:14:1

line crossing

CLINK fiber optic



Approximate

2.10% 2.10%

4:13:13:1

line crossing

CLINK fiber optic



Approximate

2.10% 2.10%

4:13:1

line crossing

CLINK fiber optic



Approximate

200 2

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION


SS-8-018(080)075

00

00

2020

2020

4040

4040

6060

6060

935 935

940 940

512+50.00

935 935

940 940

512+74.60

935 935

940 940

513+00.00

935 935

940 940

513+32.18

935 935

940 940

513+50.00

ND 18

storm drain

proposed 24"

storm drain

proposed 24"

storm drain

proposed 24"

storm drain

proposed 24"

storm drain

proposed 24"

2.10% 2.10%

4:13:1

line crossing

CLINK fiber optic



Approximate

2.10% 2.10%

4:13:1

line crossing

CLINK fiber optic

Approximate

line crossing

CLINK fiber optic

Approximate

line crossing


Approximate

2.10% 2.10%

4:13:1

line crossing

CLINK fiber optic

Approximate

line crossing

CLINK fiber optic



Approximate

2.10% 2.10%

4:13:1

line crossing

CLINK fiber optic

Approximate

line crossing

CLINK fiber optic

Approximate

line crossing


Approximate

2.10% 2.10%

4:13:1

line crossing

CLINK fiber optic

Approximate

line crossing

CLINK fiber optic

Approximate

line crossing


Approximate

200 3

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION


SS-8-018(080)075

00

00

2020

2020

4040

4040

6060

6060

935 935

940 940

514+00.00

935 935

940 940

515+00.00

935 935

940 940

515+50.00

935 935

940 940

515+64.00

935 935

940 940

516+00.00

ND 18

storm drain

proposed 24"

storm drain

proposed 30"

storm drain

proposed 30"

storm drain

proposed 30"

storm drain

proposed 30"

2.10% 2.10%

4:13:1

line crossing

CLINK fiber optic

Approximate

line crossing

CLINK fiber optic

Approximate

line crossing


Approximate

2.10%2.10%

line crossing

CLINK fiber optic

Approximate

line crossing

CLINK fiber optic

Approximate

line crossing


Approximate

2.10%2.10%2.00%4:1

line crossing

CLINK fiber optic

Approximate

line crossing

CLINK fiber optic

Approximate

line crossing


Approximate

2.10%2.10%2.00%4:1

line crossing

CLINK fiber optic

Approximate

line crossing

CLINK fiber optic

Approximate

line crossing


Approximate

2.10%2.10%2.00%4:1 4:1

line crossing

CLINK fiber optic

Approximate

line crossing

CLINK fiber optic

Approximate

line crossing


Approximate

200 4

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION


SS-8-018(080)075

00

00

2020

2020

4040

4040

6060

6060

935 935

940 940

516+50.00

935 935

940 940

516+61.45

935 935

940 940

517+00.00

935 935

940 940

517+42.39

935 935

940 940

517+50.00

ND 18

storm drain

proposed 30"

storm drain

proposed 30"

storm drain

proposed 30"

storm drain

proposed 30"

storm drain

proposed 30"

2.10% 2.10%2.00%4:1 4:1

line crossing

CLINK fiber optic

Approximate

line crossing

CLINK fiber optic

Approximate

line crossing


Approximate

2.10%2.10%2.00%4:1 4:1

line crossing

CLINK fiber optic

Approximate

line crossing

CLINK fiber optic

Approximate

line crossing


Approximate

2.10%2.10%2.00%4:1 4:1

line crossing

CLINK fiber optic

Approximate

line crossing

CLINK fiber optic

Approximate

line crossing

XLENER gas

Approximate

line crossing


Approximate

2.10%2.10%2.00%4:1 4:1

line crossing

CLINK fiber optic

Approximate

line crossing

CLINK fiber optic

Approximate

line crossing

XLENER gas

Approximate

line crossing


Approximate

2.10%2.10%2.00%4:1 4:1

line crossing

CLINK fiber optic

Approximate

line crossing

CLINK fiber optic

Approximate

line crossing

XLENER gas

Approximate

line crossing


Approximate

200 5

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION


SS-8-018(080)075

00

00

2020

2020

4040

4040

6060

6060

935 935

518+00.00

935 935

518+25.61

935 935

518+50.00

935

518+62.85

935 935

940 940

519+00.00

935 935

940 940

519+19.63

ND 18

935

940

940

940

940

940

940

940

940

storm drain

proposed 30"

storm drain

proposed 30"

storm drain

proposed 30"

storm drain

proposed 30"

storm drain

proposed 30"

storm drain

proposed 30"

2.10%2.10%2.00%4:1 4:1

line crossing

MIDCO fiber optic


CLINK fiber optic

Approximate

line crossing

CLINK fiber optic

Approximate

line crossing

XLENER gas

Approximate

line crossing


Approximate

2.10%2.10%

line crossing

MIDCO fiber optic

Approximate

line crossing

XLENER gas

Approximate

line crossing

CLINK fiber optic

Approximate

line crossing


Approximate

2.10%2.10%

line crossing

MIDCO fiber optic

Approximate

line crossing

XLENER gas

Approximate

line crossing

CLINK fiber optic

Approximate

line crossing


Approximate

2.10%2.10%

line crossing

MIDCO fiber optic

Approximate

line crossing

XLENER gas

Approximate

line crossing

CLINK fiber optic

Approximate

line crossing


Approximate

2.10% 2.10%

line crossing

MIDCO fiber optic

Approximate

line crossing

XLENER gas

Approximate

line crossing

CLINK fiber optic

Approximate

line crossing


Approximate

2.10%2.10%

line crossing

MIDCO fiber optic

Approximate

line crossing

XLENER gas

Approximate

line crossing

CLINK fiber optic

Approximate

line crossing


Approximate

200 6

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION


SS-8-018(080)075

00

00

2020

2020

4040

4040

6060

6060

935 935

940 940

519+50.00

935 935

940 940

520+00.00

935 935

940 940

520+50.00

935 935

940 940

521+00.00

935 935

940 940

521+50.00

ND 18

storm drain

proposed 30"

storm drain

proposed 30"

storm drain

proposed 30"

storm drain

proposed 30"

storm drain

proposed 30"

2.10% 2.10%

line crossing

MIDCO fiber optic

Approximate

line crossing

CLINK fiber optic

Approximate

line crossing

XLENER gas

Approximate

line crossing


Approximate

2.10% 2.10%

line crossing

MIDCO fiber optic

Approximate

line crossing

CLINK fiber optic

Approximate

line crossing

XLENER gas

Approximate

line crossing


Approximate

2.10% 2.10%

line crossing

MIDCO fiber optic

Approximate

line crossing

CLINK fiber optic

Approximate

line crossing

XLENER gas

Approximate

line crossing


Approximate

2.10%2.10%

line crossing

MIDCO fiber optic

Approximate

line crossing

CLINK fiber optic

Approximate

line crossing

XLENER gas

Approximate

line crossing


Approximate

2.10%2.10%

line crossing

MIDCO fiber optic

Approximate

line crossing

CLINK fiber optic

Approximate

line crossing

XLENER gas

Approximate

line crossing


Approximate

200 7

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION


SS-8-018(080)075

00

00

2020

2020

4040

4040

6060

6060

935 935

940 940

522+00.00

935 935

940 940

522+50.00

ND 18

storm drain

proposed 30"

storm drain

proposed 30"

2.10% 1.53%line crossing

XLENER gas

Approximate

line crossing

MIDCO fiber optic

Approximate

line crossing

CLINK fiber optic

Approximate

line crossing


Approximate

2.10% 0.16%

line crossing

MIDCO fiber optic


XLENER gas

Approximate

line crossing

CLINK fiber optic

Approximate

line crossing


Approximate

200 8

STATE PROJECT NO.

ND

NO.

SHEET

NO.

SECTION


SS-8-018(080)075

ss-8-018(080)075 27... · 2017-03-17 · state project no. nd no. sheet no. section 8/9/2016...

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