DEVINE JOHNSON SOLAR PROJECT - Belle Plaine, … · devine johnson solar project scott county, mn...

KB NW

G001 COVER SHEETV001 OVERALL EXISTING CONDITIONS PLANV101 EXISTING CONDITIONS & REMOVALS PLANV102 EXISTING CONDITIONS & REMOVALS PLANC101 CIVIL SITE PLANC102 CIVIL SITE PLANC201 GRADING, DRAINAGE, & EROSION PLANC202 GRADING, DRAINAGE, & EROSION PLANC401 ROAD PROFILESC601 SITE DETAILSC602 SITE DETAILSE-101-01 PV SITE LAYOUTE-101-02 PV SITE LAYOUTE-201-01 ONE LINE & CABLE LIST

SHEET INDEX

COUNTY MAP

DEVINE JOHNSON SOLAR PROJECT

SCOTT COUNTY, MN

SOLAR SYSTEM PROJECT - 5.0 MW AC

INTERIM USE PERMIT SUBMITTAL

SYSTEM SUMMARY

MODULE HAMWHA Q.PLUS L-G4.2

MODULE STC RATING 330W

DC/AC RATIO 1.368

STRING SIZE 28

TOTAL NO. OF MODULES20,720

TOTAL DC SYSTEM SIZE 6.84MW

TOTAL AC SYSTEM SIZE 5.00MVA

DC SYSTEM VOLTAGE 1500V

NO. OF INVERTER 5

INVERTER TYPES

POWER ELECTRONICS

FS1050CU15

INVERTER MAX VOLTAGE 1500V

RACKING FIXED

CONFIGURATION 2 - PORTRAIT

SCOTT

COUNTY

VICINITY MAP

1

G001NOT TO SCALE

MINNESOTA COUNTY MAP

2

G001 1" = 1/2 MILE

VICINITY MAP

EVS, INC.

10025 Valley View Road, Suite 140

Eden Prairie, Minnesota 55344

Phone: 952-646-0236

Fax: 952-646-0290

www.evs-eng.com

SHEET NUMBER

DRAWN BY CHECKED BY

DATE PROJECT #

# DATE REVISION

PROJECT

SUBMITTAL

07.07.2016 2016-027

IUP SUBMITTAL

CLIENT

SCALE

SHEET

LOCATION

100 WEST SOUTH ST

BELLE PLAINE, MN

DEVINE JOHNSON

SCOTT COUNTY

PROFESSIONAL CERTIFICATION

I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT IAM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OFTHE STATE OF MINNESOTA.

___________________

DATEREGISTRATION NUMBER

Noah Waterhouse, PE24/06/2016

46720

1-800-252-1166

G001

COVER SHEET

PROJECT

LOCATION

S0°

24'1

5"W

26

33.2

5N88°56'12"W 2656.55

N0°

20'5

6"E

264

4.51

CURRENT VEHICLE ACCESS TRAIL

APPROXIMATE LOCATION PER AERIAL PHOTO

CURRENT VEHICLE ACCESS TRAIL APPROXIMATE LOCATION

NO EASEMENT DOCUMENTATION, SAME OWNER

N0°

20'

56"

E20

0.03

S88° 41' 41"E88.01

S0°

20'

56"

W20

0.03

VEHICLE TRAIL A

PPROXIMATE LOCATION

PER AERIAL PHOTO

CU

RR

EN

T V

EH

IC

LE

A

CC

ES

S T

RA

IL

AP

PR

OX

IM

AT

E L

OC

AT

IO

N

PO

TE

NT

IA

L L

OC

AT

IO

N O

F

EA

SE

ME

NT

P

ER

D

OC

8

55

49

0

S88°41'41"E 2571.25

CITY ANNEXATION LINE


C

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A

D

6

OAKWOOD

DR

WEST SOUTH STREET

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A

PROJECT AREA

PROJECT AREA

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A

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A

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OJE

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A

RE

A

EVS, INC.



Phone: 952-646-0236

Fax: 952-646-0290

www.evs-eng.com

SHEET NUMBER

DRAWN BY CHECKED BY

DATE PROJECT #

# DATE REVISION

PROJECT

SUBMITTAL

07.07.2016 2016-027

IUP SUBMITTAL

CLIENT

SCALE

SHEET

LOCATION

100 WEST SOUTH ST

BELLE PLAINE, MN

DEVINE JOHNSON

SCOTT COUNTY



___________________



46720

1-800-252-1166

NORTH

OVERALL EXISTING

CONDITIONS PLAN

V001

KB NW

SCALE IN FEET

0

Shakopee

Savage

Prior Lake

Jordan

Lawrence

Belle Plaine

New Prague

New Market

Elko

PROJECT LOCATION

SITE

NORTH

SCOTT COUNTY

NOT TO SCALE

1. PROJECT AREA IS 28.8 ACRES AND IS DEFINED AS THE

APPROXIMATE SITE AREA, NOT THE FINAL LEASE BOUNDARY.

NOTES

VICINITY MAP

NORTH

SCALE: 1" = 1/2 MILE

AutoCAD SHX Text

400

AutoCAD SHX Text

200

V102

V101

TREES/BRUSHHEIGHT = ±30 FEET


TR

EE

S/B

RU

SH

HE

IGH

T =

±40

FE

ET



BARBED WIRE FENCE



TREES/BRUSHHEIGHT = ±30 FEET TREES/BRUSH

HEIGHT = ±30 FEET


MA

TC

HL

IN

E

EXISTING VEHICLE

ACCESS ROAD

APPROXIMATE LOCATION

PER AERIAL PHOTO

EXISTING VEHICLE

ACCESS ROAD


PER AERIAL PHOTO

KEY PLAN

C

O

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N

T

Y

R

O

A

D

6

XX

X

X

X

X

X X X X

X

X

X

X

XX

X

X

XX

WL WL

X

EXISTING FEATURES

X

OHP

PROPERTY LINE

EASEMENT LINE

EDGE OF GRAVEL ROAD

CENTERLINE OF VEHICLE ACCESS TRAIL

FENCE

WETLANDS

CMP CULVERT

OVERHEAD POWER

MAJOR CONTOUR

MINOR CONTOUR

TREE/BRUSH REMOVAL

GRAVEL ROAD

CHAIN LINK FENCE

PROPERTY SETBACK

POWER POLE

MAJOR CONTOUR

MINOR CONTOUR

SILT FENCE

ROCK CONSTRUCTION ENTRANCE

EROSION CONTROL BLANKET

FIBER LOG

LEGEND

REMOVALS

PROPOSED FEATURES

EROSION CONTROL FEATURES

>>

EVS, INC.



Phone: 952-646-0236

Fax: 952-646-0290

www.evs-eng.com

SHEET NUMBER

DRAWN BY CHECKED BY

DATE PROJECT #

# DATE REVISION

PROJECT

SUBMITTAL

07.07.2016 2016-027

IUP SUBMITTAL

CLIENT

SCALE

SHEET

LOCATION

100 WEST SOUTH ST

BELLE PLAINE, MN

DEVINE JOHNSON

SCOTT COUNTY



___________________



46720

1-800-252-1166

NORTH

EXISTING

CONDITIONS &

REMOVALS PLAN

V101

KB NW

1. THIS PLAN IS BASED ON AN ALTA SURVEY PERFORMED BY EVS,

DATED APRIL 12, 2016.

2. TOTAL AREA OF TREE AND BRUSH REMOVAL IS APPROXIMATELY

1.70 ACRES.

NOTES

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

IN

AutoCAD SHX Text

FEET

AutoCAD SHX Text

0

AutoCAD SHX Text

120

AutoCAD SHX Text

60

V1

02

V1

01




BA

RB

ED

W

IR

E F

EN

CE

HEIGHT = ±9 FEET



MA

TC

HL

IN

E

30" VERTICAL CMP

DRAINAGE STRUCTURE

EXISTING VEHICLE

ACCESS ROAD


PER AERIAL PHOTO

KEY PLAN

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D

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X

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X

XX

WL WL

X

EXISTING FEATURES

X

OHP

PROPERTY LINE

EASEMENT LINE

EDGE OF GRAVEL ROAD


FENCE

WETLANDS

CMP CULVERT

OVERHEAD POWER

MAJOR CONTOUR

MINOR CONTOUR

TREE/BRUSH REMOVAL

GRAVEL ROAD

CHAIN LINK FENCE

PROPERTY SETBACK

POWER POLE

MAJOR CONTOUR

MINOR CONTOUR

SILT FENCE



FIBER LOG

LEGEND

REMOVALS

PROPOSED FEATURES


>>

EVS, INC.



Phone: 952-646-0236

Fax: 952-646-0290

www.evs-eng.com

SHEET NUMBER

DRAWN BY CHECKED BY

DATE PROJECT #

# DATE REVISION

PROJECT

SUBMITTAL

07.07.2016 2016-027

IUP SUBMITTAL

CLIENT

SCALE

SHEET

LOCATION

100 WEST SOUTH ST

BELLE PLAINE, MN

DEVINE JOHNSON

SCOTT COUNTY



___________________



46720

1-800-252-1166

NORTH

EXISTING

CONDITIONS &

REMOVALS PLAN

V102

KB NW

NOTES

1. THIS PLAN IS BASED ON AN ALTA SURVEY PERFORMED BY EVS,

DATED APRIL 12, 2016.

2. TOTAL AREA OF TREE AND BRUSH REMOVAL IS APPROXIMATELY

1.70 ACRES.

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

IN

AutoCAD SHX Text

FEET

AutoCAD SHX Text

0

AutoCAD SHX Text

120

AutoCAD SHX Text

60

XXXXXXX

X

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XX

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X

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XXX

EXISTING VEHICLE

ACCESS ROAD


PER AERIAL PHOTO

EXISTING VEHICLE

ACCESS ROAD


PER AERIAL PHOTO

MA

TC

HL

IN

E



TR

EE

S/B

RU

SH

HE

IGH

T =

±40

FE

ET




35'

20' WIDE DOUBLE

SWINGING FENCE

GATE

20'

13' (TYP.)

SITE ACCESS

30' MIN. EQUIPMENT

SETBACK FROM

PROPERTY LINE

15'

INVERTER PAD

35'

INVERTER PAD

INVERTER PAD

SEE NOTE 1

95'

PROPOSED POWER POLES

SEE ELECTRICAL PLANS FOR DETAIL

ALIGNMENT B

ALIGNMENT A

C102

C101

0

+

0

0

1+

00

2+

00

3+

00

4+

00

5+

00

6

+

0

0

7+00

L

1

L2

C

1

C

2

0+

00

1+

00

2+

00

3

+

0

0

4+00 5+00 6+00 6+66

L4

L5

C

3

MA

TC

HL

IN

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KEY PLAN

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A

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X X X X

X

X

X

X

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X

XX

WL WL

X

EXISTING FEATURES

X

OHP

PROPERTY LINE

EASEMENT LINE

EDGE OF GRAVEL ROAD


FENCE

WETLANDS

CMP CULVERT

OVERHEAD POWER

MAJOR CONTOUR

MINOR CONTOUR

TREE/BRUSH REMOVAL

GRAVEL ROAD

CHAIN LINK FENCE

PROPERTY SETBACK

POWER POLE

MAJOR CONTOUR

MINOR CONTOUR

SILT FENCE



FIBER LOG

LEGEND

REMOVALS

PROPOSED FEATURES


>>

EVS, INC.



Phone: 952-646-0236

Fax: 952-646-0290

www.evs-eng.com

SHEET NUMBER

DRAWN BY CHECKED BY

DATE PROJECT #

# DATE REVISION

PROJECT

SUBMITTAL

07.07.2016 2016-027

IUP SUBMITTAL

CLIENT

SCALE

SHEET

LOCATION

100 WEST SOUTH ST

BELLE PLAINE, MN

DEVINE JOHNSON

SCOTT COUNTY



___________________



46720

1-800-252-1166

NORTH

CIVIL SITE PLAN

KB NW

C101

1. AGGREGATE ADDED TO EXISTING VEHICLE TRAIL FROM WEST

SOUTH STREET AS NECESSARY TO ACCOMMODATE

CONSTRUCTION TRAFFIC.

NOTES

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

IN

AutoCAD SHX Text

FEET

AutoCAD SHX Text

0

AutoCAD SHX Text

120

AutoCAD SHX Text

60

X

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X

X

X

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X X X

X

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X X X X

XX

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X

XXXXXXXXX

EXISTING VEHICLE

ACCESS ROAD


PER AERIAL PHOTO

MA

TC

HL

IN

E





35'

20' WIDE DOUBLE

SWINGING FENCE

GATE

30' MIN. EQUIPMENT

SETBACK FROM

PROPERTY LINE

10' MIN. EQUIPMENT

SETBACK FROM

PROPERTY LINE

SITE ACCESS

R40'

13' (TYP.)

20'

R40'

20'

15'

INVERTER PAD

10' MIN. EQUIPMENT

SETBACK FROM

PROPERTY LINE

INVERTER PAD

30" VERTICAL CMP

DRAINAGE STRUCTURE

INVERTER PAD

SEE NOTE 1

28'

125'

ALIGNMENT A

ALIGNMENT A

C10

2

C10

1

0

+

0

0

1+

00

2+

00

3+

00

4+

00

5+

00

6

+

0

0

7+00 8+00 9+00 10+00 11+00 12+00 12+93

L

1

L2

L3

C

1

C

2

6+00 6+66

MA

TC

HL

IN

E

KEY PLAN

C

O

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N

T

Y

R

O

A

D

6

XX

X

X

X

X

X X X X

X

X

X

X

XX

X

X

XX

WL WL

X

EXISTING FEATURES

X

OHP

PROPERTY LINE

EASEMENT LINE

EDGE OF GRAVEL ROAD


FENCE

WETLANDS

CMP CULVERT

OVERHEAD POWER

MAJOR CONTOUR

MINOR CONTOUR

TREE/BRUSH REMOVAL

GRAVEL ROAD

CHAIN LINK FENCE

PROPERTY SETBACK

POWER POLE

MAJOR CONTOUR

MINOR CONTOUR

SILT FENCE



FIBER LOG

LEGEND

REMOVALS

PROPOSED FEATURES


>>

EVS, INC.



Phone: 952-646-0236

Fax: 952-646-0290

www.evs-eng.com

SHEET NUMBER

DRAWN BY CHECKED BY

DATE PROJECT #

# DATE REVISION

PROJECT

SUBMITTAL

07.07.2016 2016-027

IUP SUBMITTAL

CLIENT

SCALE

SHEET

LOCATION

100 WEST SOUTH ST

BELLE PLAINE, MN

DEVINE JOHNSON

SCOTT COUNTY



___________________



46720

1-800-252-1166

NORTH

CIVIL SITE PLAN

KB NW

C102

1. AGGREGATE ADDED TO EXISTING VEHICLE TRAIL FROM WEST

SOUTH STREET AS NECESSARY TO ACCOMMODATE

CONSTRUCTION TRAFFIC.

NOTES

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

IN

AutoCAD SHX Text

FEET

AutoCAD SHX Text

0

AutoCAD SHX Text

120

AutoCAD SHX Text

60

XXXXXXX

X

X

X

X

X

X

XX

XX

X

X

X

X X X X X X X X X X X X

XXX

EXISTING VEHICLE

ACCESS ROAD


PER AERIAL PHOTO

EXISTING VEHICLE

ACCESS ROAD


PER AERIAL PHOTO



TR

EE

S/B

RU

SH

HE

IGH

T =

±40

FE

ET




C202

C201

8

3

5

8

3

3

8

3

4

8

3

6

8

3

7

8

3

8

8

3

9

835

8

4

0

8

4

0

832

833

834

836

837

8

3

7

8

3

7

837

838

838

8

3

9

839

8

4

1

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1

8

4

2

8

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3

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0

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0

837

8

3

7

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3

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3

9

8

3

9

841

8

4

1

842

8

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1

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2

8

8

2

7

8

2

6

831

8

3

5

8

4

0

8

4

5

847

836

836

STORMWATER BASIN #1

OVERFLOW ELEV 836.5

BOTTOM ELEV 835.33

MIN. OVERFLOW BERM WIDTH 4'

8

4

0

8

4

1

8

4

1

8

4

0

8

3

5

832

8

3

9

EROSION CONTROL

BLANKET ON SIDE SLOPES

MA

TC

HL

IN

E

WL WL

X

EXISTING FEATURES

X

OHP

PROPERTY LINE

EASEMENT LINE

EDGE OF GRAVEL ROAD


FENCE

WETLANDS

CMP CULVERT

OVERHEAD POWER

MAJOR CONTOUR

MINOR CONTOUR

TREE/BRUSH REMOVAL

GRAVEL ROAD

CHAIN LINK FENCE

PROPERTY SETBACK

POWER POLE

MAJOR CONTOUR

MINOR CONTOUR

SILT FENCE



FIBER LOG

LEGEND

REMOVALS

PROPOSED FEATURES


>>

KEY PLAN

C

O

U

N

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Y

R

O

A

D

6

XX

X

X

X

X

X X X X

X

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X

X

XX

EVS, INC.



Phone: 952-646-0236

Fax: 952-646-0290

www.evs-eng.com

SHEET NUMBER

DRAWN BY CHECKED BY

DATE PROJECT #

# DATE REVISION

PROJECT

SUBMITTAL

07.07.2016 2016-027

IUP SUBMITTAL

CLIENT

SCALE

SHEET

LOCATION

100 WEST SOUTH ST

BELLE PLAINE, MN

DEVINE JOHNSON

SCOTT COUNTY



___________________



46720

1-800-252-1166

NORTH

GRADING,

DRAINAGE, &

EROSION PLAN

C201

KB NW

NOTES

1. SITE DISTURBING ACTIVITY CONSISTS OF ELECTRICAL TRENCHING,

AGGREGATE ROAD CONSTRUCTION AND, MINOR CUT/FILL GRADING AS

REQUIRED FOR STORMWATER MANAGEMENT AND ROAD

CONSTRUCTION.

2. MASS GRADING IS NOT REQUIRED FOR THIS PROJECT.

3. INSTALLATION OF SOLAR MODULES IS DONE BY DRIVING PILE

DIRECTLY INTO THE SUBGRADE AND DOES NOT REQUIRE

DISTURBANCE TO THE GROUND SURFACE OTHER THAN THOSE

SELECT AREAS MENTIONED ABOVE.

4. ALL DISTURBED AREAS OF THE SITE WILL BE PERMANENTLY

STABILIZED BY PLANTING LOW-GROWTH VEGETATION THROUGHOUT

THE SITE.

5. DURING CONSTRUCTION, EROSION WILL BE CONTROLLED THROUGH

THE USE OF BEST MANAGEMENT PRACTICES INCLUDING SILT FENCE,

EROSION CONTROL BLANKETS, TEMPORARY SEEDING, PHASED

CONSTRUCTION, ETC.

6. STORMWATER RUNOFF IS TREATED THROUGH USE OF SHALLOW

SURFACE TRENCHES LOCATED THROUGHOUT THE SITE AND

INFILTRATION BASINS.

7. TOPSOIL WILL BE STRIPPED FROM GRADED AREAS, STOCKPILED

DURING CONSTRUCTION, AND RESPREAD AT THE COMPLETION OF

GRADING OPERATIONS. NO TOPSOIL WILL BE PERMANENTLY BURIED

OR LOST DUE TO THIS PROJECT.

AutoCAD SHX Text

SCALE

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IN

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0

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60

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X X X X

XX

XX

XX

X

XXXX

X

XXXXXXXXX

EXISTING VEHICLE

ACCESS ROAD


PER AERIAL PHOTO





30" VERTICAL CMP

DRAINAGE STRUCTURE

C20

2

C2

01

8

3

5

8

4

0

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818

819

820

8

2

1

8

2

2

8

2

3

824

825

8

3

5

8

3

2

8

3

1

8

3

0

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2

9

8

2

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2

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2

5

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9

9

8

0

0

805

810

8

1

5

814

8

2

0

804

8

1

08

0

5

8

1

5

8

0

5

8

1

0

8

1

5

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1

4

8

1

6

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2

5

8

2

4

8

3

0

8

2

5

8

2

0

815

EXTEND CORRUGATED METAL RISER

AND GRATE 1.5' VERTICALLY TO CREATE

STORMWATER BASIN #2

8

4

5

846

846

842

8

4

0

835

831

8

3

5

8

4

0

8

4

5

847

8

3

5

832

MA

TC

HL

IN

E

KEY PLAN

C

O

U

N

T

Y

R

O

A

D

6

XX

X

X

X

X

X X X X

X

X

X

X

XX

X

X

XX

WL WL

X

EXISTING FEATURES

X

OHP

PROPERTY LINE

EASEMENT LINE

EDGE OF GRAVEL ROAD


FENCE

WETLANDS

CMP CULVERT

OVERHEAD POWER

MAJOR CONTOUR

MINOR CONTOUR

TREE/BRUSH REMOVAL

GRAVEL ROAD

CHAIN LINK FENCE

PROPERTY SETBACK

POWER POLE

MAJOR CONTOUR

MINOR CONTOUR

SILT FENCE



FIBER LOG

LEGEND

REMOVALS

PROPOSED FEATURES


>>

EVS, INC.



Phone: 952-646-0236

Fax: 952-646-0290

www.evs-eng.com

SHEET NUMBER

DRAWN BY CHECKED BY

DATE PROJECT #

# DATE REVISION

PROJECT

SUBMITTAL

07.07.2016 2016-027

IUP SUBMITTAL

CLIENT

SCALE

SHEET

LOCATION

100 WEST SOUTH ST

BELLE PLAINE, MN

DEVINE JOHNSON

SCOTT COUNTY



___________________



46720

1-800-252-1166

NORTH

GRADING,

DRAINAGE, &

EROSION PLAN

C202

KB NW

NOTES

1. SITE DISTURBING ACTIVITY CONSISTS OF ELECTRICAL TRENCHING,

AGGREGATE ROAD CONSTRUCTION AND, MINOR CUT/FILL GRADING AS

REQUIRED FOR STORMWATER MANAGEMENT AND ROAD

CONSTRUCTION.

2. MASS GRADING IS NOT REQUIRED FOR THIS PROJECT.

3. INSTALLATION OF SOLAR MODULES IS DONE BY DRIVING PILE

DIRECTLY INTO THE SUBGRADE AND DOES NOT REQUIRE

DISTURBANCE TO THE GROUND SURFACE OTHER THAN THOSE

SELECT AREAS MENTIONED ABOVE.

4. ALL DISTURBED AREAS OF THE SITE WILL BE PERMANENTLY

STABILIZED BY PLANTING LOW-GROWTH VEGETATION THROUGHOUT

THE SITE.

5. DURING CONSTRUCTION, EROSION WILL BE CONTROLLED THROUGH

THE USE OF BEST MANAGEMENT PRACTICES INCLUDING SILT FENCE,

EROSION CONTROL BLANKETS, TEMPORARY SEEDING, PHASED

CONSTRUCTION, ETC.

6. STORMWATER RUNOFF IS TREATED THROUGH USE OF SHALLOW

SURFACE TRENCHES LOCATED THROUGHOUT THE SITE AND

INFILTRATION BASINS.

7. TOPSOIL WILL BE STRIPPED FROM GRADED AREAS, STOCKPILED

DURING CONSTRUCTION, AND RESPREAD AT THE COMPLETION OF

GRADING OPERATIONS. NO TOPSOIL WILL BE PERMANENTLY BURIED

OR LOST DUE TO THIS PROJECT.

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

IN

AutoCAD SHX Text

FEET

AutoCAD SHX Text

0

AutoCAD SHX Text

120

AutoCAD SHX Text

60

830

835

840

845

850

855

825

830

835

840

845

850

855

847.6

84

7.5

8

0+00

846.2

846.27

84

4.3

845.39

1+00

842.5

84

3.3

5

84

0.8

840.88

2+00

83

9.1

83

9.4

1

83

7.9

837.93

3+00

83

6.5

83

6.4

8

83

5.0

835.09

4+00

83

3.7

83

3.8

7

83

2.9

833.10

5+00

83

2.3

83

2.4

1

83

1.2

831.36

6+00

83

1.1

83

1.0

7

83

1.0

831.00

7+00

83

1.5

83

1.7

7

83

2.7

832.87

8+00

83

3.7

83

3.9

7

83

5.0

835.10

9+00

83

6.0

83

6.3

2

83

8.0

83

8.3

3

10+00

84

0.4

84

0.8

7

84

1.6

84

2.0

7

11+00

84

2.2

84

2.4

3

84

4.3

84

4.4

8

12+00

84

5.8

84

5.9

0

13+00

PVI STA: 1+23.39

PVI ELEV: 845.17

K: 5.97

LVC: 35.19

BV

CS

: 1+

05.80

BV

CE

: 845.34

EV

CS

: 1+

40.99

EV

CE

: 843.97

PVI STA: 5+41.27

PVI ELEV: 832.62

K: 44.87

LVC: 43.21

BV

CS

: 5+

19.66

BV

CE

: 832.87

EV

CS

: 5+

62.87

EV

CE

: 832.15

PVI STA: 10+74.01

PVI ELEV: 842.10

K: 3.96

LVC: 20.50

BV

CS

: 10+

63.76

BV

CE

: 841.57

EV

CS

: 10+

84.26

EV

CE

: 842.09

HP STA: 10+83.91

HP ELEV: 842.09

PVI STA: 12+37.97

PVI ELEV: 846.05

K: 8.48

LVC: 42.28

BV

CS

: 12+

16.82

BV

CE

: 845.18

EV

CS

: 12+

59.11

EV

CE

: 845.87

HP STA: 12+51.83

HP ELEV: 845.90

PVI STA: 0+73.78

PVI ELEV: 845.64

K: 14.62

LVC: 24.63

BV

CS

: 0+

61.46

BV

CE

: 845.96

EV

CS

: 0+

86.10

EV

CE

: 845.52

PVI STA: 1+75.64

PVI ELEV: 841.60

K: 7.07

LVC: 27.51

BV

CS

: 1+

61.88

BV

CE

: 842.54

EV

CS

: 1+

89.39

EV

CE

: 841.19

PVI STA: 3+47.89

PVI ELEV: 836.52

K: 367.03

LVC: 70.69

BV

CS

: 3+

12.55

BV

CE

: 837.56

EV

CS

: 3+

83.24

EV

CE

: 835.55

PVI STA: 4+51.19

PVI ELEV: 833.68

K: 54.58

LVC: 86.03

BV

CS

: 4+

08.17

BV

CE

: 834.86

EV

CS

: 4+

94.20

EV

CE

: 833.17

PVI STA: 6+10.50

PVI ELEV: 831.13

K: 14.80

LVC: 29.44

BV

CS

: 5+

95.78

BV

CE

: 831.45

EV

CS

: 6+

25.22

EV

CE

: 831.11

PVI STA: 7+13.73

PVI ELEV: 830.98

K: 15.65

LVC: 36.75

BV

CS

: 6+

95.35

BV

CE

: 831.00

EV

CS

: 7+

32.11

EV

CE

: 831.38

LP STA: 6+97.74

LP ELEV: 831.00

PVI STA: 8+58.69

PVI ELEV: 834.16

K: 563.55

LVC: 44.70

BV

CS

: 8+

36.34

BV

CE

: 833.67

EV

CS

: 8+

81.04

EV

CE

: 834.67

PVI STA: 9+66.17

PVI ELEV: 836.61

K: 26.56

LVC: 74.78

BV

CS

: 9+

28.78

BV

CE

: 835.75

EV

CS

: 10+

03.56

EV

CE

: 838.51

PVI STA: 11+40.74

PVI ELEV: 842.04

K: 5.78

LVC: 24.37

BV

CS

: 11+

28.55

BV

CE

: 842.05

EV

CS

: 11+

52.92

EV

CE

: 842.54

LP STA: 11+29.06

LP ELEV: 842.05

Alignment A

Number

L1

C1

L2

C2

L3

Line/Chord Direction

N47° 26' 43.93"W

N0° 00' 00.00"E

N90° 00' 00.00"E

Length

8.73

49.68

483.34

74.61

676.83

Radius

60.00

47.50

Δ

47.4455

90.0000

PC (STA N E)

0+00.00

0+08.73

154459.36

375977.69

0+58.41

5+41.76

154986.90

375958.26

6+16.37

PT (STA N E)

0+08.73

0+58.41

154503.56

375958.26

5+41.76

6+16.37

155034.40

376005.76

12+93.20

PI (N E)

154477.1911

375958.2637

155034.4020

375958.2637

-

2

.6

3

%

-

6

.

8

4

%

-

2

.7

5

%

-0.15%

-

2

.9

5

%

-1.1

8%

-2

.1

4

%

2

.2

0

%

2

.2

8

%

5

.

0

9

%

-0.09%

4

.

1

3

%

-0.9

5%

-0.8

6%

PV

I: 0+

00.00

EL: 847.58

PV

I: 12+

93.20

EL: 845.58

830

835

840

845

850

855

825

830

835

840

845

850

855

838.2

83

8.2

5

0+00

839.6

839.47

840.8

840.61

1+00

841.1

84

1.2

8

84

1.6

841.73

2+00

841.8

84

1.7

9

84

1.5

841.38

3+00

840.8

84

0.8

1

83

9.5

840.03

4+00

83

9.1

83

9.1

2

83

8.0

838.00

5+00

83

6.8

83

6.5

1

83

4.7

834.87

6+00

83

3.4

83

3.3

8

7+00

PVI STA: 0+24.86

PVI ELEV: 838.85

K: 3884.02

LVC: 49.28

BV

CS

: 0+

00.21

BV

CE

: 838.25

EV

CS

: 0+

49.50

EV

CE

: 839.45

PVI STA: 1+08.35

PVI ELEV: 840.89

K: 46.14

LVC: 68.22

BV

CS

: 0+

74.24

BV

CE

: 840.06

EV

CS

: 1+

42.46

EV

CE

: 841.21

PVI STA: 2+31.11

PVI ELEV: 842.06

K: 49.67

LVC: 96.30

BV

CS

: 1+

82.96

BV

CE

: 841.60

EV

CS

: 2+

79.26

EV

CE

: 841.59

HP STA: 2+30.43

HP ELEV: 841.83

PVI STA: 3+40.08

PVI ELEV: 840.99

K: 98.10

LVC: 61.29

BV

CS

: 3+

09.43

BV

CE

: 841.29

EV

CS

: 3+

70.72

EV

CE

: 840.50

PVI STA: 4+33.97

PVI ELEV: 839.48

K: 67.38

LVC: 40.43

BV

CS

: 4+

13.75

BV

CE

: 839.80

EV

CS

: 4+

54.18

EV

CE

: 839.03

PVI STA: 5+10.34

PVI ELEV: 837.79

K: 51.04

LVC: 52.69

BV

CS

: 4+

84.00

BV

CE

: 838.37

EV

CS

: 5+

36.68

EV

CE

: 836.94

PVI STA: 5+78.18

PVI ELEV: 835.59

K: 358.93

LVC: 29.58

BV

CS

: 5+

63.38

BV

CE

: 836.07

EV

CS

: 5+

92.97

EV

CE

: 835.10

PVI STA: 6+30.67

PVI ELEV: 833.85

K: 40.60

LVC: 35.75

BV

CS

: 6+

12.80

BV

CE

: 834.44

EV

CS

: 6+

48.54

EV

CE

: 833.41

2

.4

5

%

0.9

6%

-2

.2

1

%

-

3

.

3

2

%

-2

.4

4

%

2

.4

3

%

-0.9

8%

-

3

.

2

4

%

-1

.6

1

%

PV

I: 0+

00.00

EL: 838.25

PV

I: 6+

66.19

EL: 832.98

Alignment B

Number

L4

C3

L5

Line/Chord Direction

S0° 00' 00.00"E

N90° 00' 00.00"E

Length

269.04

74.61

322.53

Radius

47.50

Δ

90.0000

PC (STA N E)

0+00.00

2+69.04

155081.90

375540.73

3+43.65

PT (STA N E)

2+69.04

3+43.65

155034.40

375588.23

6+66.19

PI (N E)

155034.4020

375540.7311

EVS, INC.



Phone: 952-646-0236

Fax: 952-646-0290

www.evs-eng.com

SHEET NUMBER

DRAWN BY CHECKED BY

DATE PROJECT #

# DATE REVISION

PROJECT

SUBMITTAL

07.07.2016 2016-027

IUP SUBMITTAL

CLIENT

SCALE

SHEET

LOCATION

100 WEST SOUTH ST

BELLE PLAINE, MN

DEVINE JOHNSON

SCOTT COUNTY



___________________



46720

1-800-252-1166

NORTH

ROAD PROFILES

MA NW

C401

1"=60' HORIZ.; 1"=6' VERT.C4011

ALIGNMENT A

EXISTING

PROPOSED

1"=60' HORIZ.; 1"=6' VERT.C4012

ALIGNMENT B

NOT TO SCALEC4013

ALIGNMENT TABLES

EXISTING

PROPOSED

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

IN

AutoCAD SHX Text

FEET

AutoCAD SHX Text

0

AutoCAD SHX Text

120

AutoCAD SHX Text

60

1

C601 NOT TO SCALE

TYPICAL SOLAR ACCESS ROAD

C

L

S

L

O

P

E

T

O

E

X

IS

T

IN

G

G

R

O

U

N

D

ED

GE

O

F G

RA

VE

L

1

:

1

ED

GE

O

F G

RA

VE

L

C

L

S

L

O

P

E

T

O

E

X

IS

T

IN

G

G

R

O

U

N

D

ED

GE

O

F G

RA

VE

L

ED

GE

O

F G

RA

VE

L

4

:1

6:1

2'

DITCH

4

:1 6

:1

2'

DITCH

NOTES:

1. CONSTRUCT DITCH AS SHOWN ABOVE ONLY WHERE INDICATED BY CONTOURS

ON THE GRADING PLAN.

2. IN THE ABSENCE OF A ROADSIDE DITCH, SLOPE FROM EDGE OF GRAVEL TO

EXISTING GROUND @3:1.

3. 2% CROSS SLOPE IS TYPICAL, BUT CAN BE ADJUSTED TO MATCH EXISTING

GROUND SLOPE IN ORDER TO PROMOTE CONTINUED SHEET DRAINAGE ACROSS

ROAD. CROSS SLOPE SHALL NOT BE LESS THAN 1% OR GREATER THAN 3%.

4. ROAD GRADES ARE TYPICALLY INTENDED TO MATCH ADJACENT GRADE

ALLOWING DRAINAGE TO SHEET ON AND OFF OF ROADS EVENLY. CARE SHOULD

BE TAKEN TO FIELD ADJUST ROAD GRADES OR DITCH LOCATIONS AS

NECESSARY TO PREVENT RUNOFF FROM CONCENTRATING ALONG ROAD EDGES

CAUSING EROSION.

2% S

LOPE (TYP),

MIN

1%

, MAX 3

%2% SLOPE (TYP), M

IN 1%, M

AX 3%

7.5' 7.5'

GEOTEXTILE / GEOGRID

ROAD WITH CROWN

1

:

1

MATCH

EXISTING

GROUND

7.5' 7.5'

2% S

LOPE (TYP),

MIN

1%

, MAX 3

%

1

:

1

1

:

1

MATCH

EXISTING

GROUND

ROAD WITH SUPERELEVATION

8" CLASS 5 AGGREGATE BASE

12" COMPACTED SUBGRADE

GEOTEXTILE / GEOGRID

8" CLASS 5 AGGREGATE BASE

12" COMPACTED SUBGRADE

NOT TO SCALEC6014

CHAIN LINK SECURITY FENCE

AT TYPICAL CONDITION

6'-0

"

1'-0"

1"

2"

1'-0"

PRIVACY SLATS

EARTHEN TONED SLATS

(SEE PLAN FOR LOCATION)

CLASS 1 SIZE SP2

STEEL PIPE FRAMING

10'-0" O.C. MAX10'-0" O.C. MAX

BRACE PANEL DETAIL

TRUSS ROD

(3/8" MIN. DIA.)

BRACE RAIL

PULL POST

TYPICAL LINE POST

2" MAX

TYP

4'

TYPICAL PANEL DETAIL

TENSION WIRE

(7 GA)

TENSION WIRE

(7 GA)

10"

6" MIN. (TYP)

LINE POST

TERMINAL POST

(PULL, END, OR

CORNER POST)

12"

6" MIN. (TYP)

NOT TO SCALE

520 FOOT SWINGING ACCESS GATE

C601

20' ACCESS GATE

6" MIN

TYP

ONE BRACE FRAME

FENCE PANEL EACH

SIDE OF GATE

TRUSS ROD

(3/8" DIA. MIN.)

4'

6'-0

"

2" MAX

TYP

GATE LATCH

AND PADLOCK

DETAIL 2C

10'-0"10'-0"

GATE HINGE

DETAIL 2D

14"

GRADE

2

C601NOT TO SCALE

MODULE RACKING ELEVATION

TYPICAL SOLAR MODULE

7'-11.5"

2'-6" MIN

EMBEDMENT

DEPTH TBD

PERFORATED CMP RISER

EXTENSION AND GRATE

EXISTING CMP RISER

3

C601NOT TO SCALE

CMP RISER EXTENSION

WATER TIGHT

COUPLER

SITE DETAILS

NWKB

C601

EVS, INC.



Phone: 952-646-0236

Fax: 952-646-0290

www.evs-eng.com

SHEET NUMBER

DRAWN BY CHECKED BY

DATE PROJECT #

# DATE REVISION

PROJECT

SUBMITTAL

07.07.2016 2016-027

IUP SUBMITTAL

CLIENT

SCALE

SHEET

LOCATION

100 WEST SOUTH ST

BELLE PLAINE, MN

DEVINE JOHNSON

SCOTT COUNTY



___________________



46720

1-800-252-1166

NOTES:

FABRIC AS PER MNDOT SPEC. 3886

8 FOOT NOMINAL SPACING BETWEEN WOOD STAKES.

1.5 FEET MINIMUM EMBEDMENT.

6 TO 8 INCHES OF FABRIC EXTEND INTO TRENCH.

2"X2"X4' MINIMUM DIMENSIONS PER WOOD STAKE.

PREASSEMBLED SILT FENCE IS ACCEPTABLE PER MN-DOT SPEC. 3886.

3. STAPLE FILTER MATERIAL TO STAKES

AND EXTEND IT TO THE TRENCH.

2. EXCAVATE A 4"X4" TRENCH UPSLOPE

ALONG THE LINE OF STAKES.

1. SET THE STAKES.

4. BACKFILL AND COMPACT THE EXCAVATED SOIL.

F

L

O

W

3

C602 NOT TO SCALE

SILT FENCE WOOD POST CONSTRUCTION

E

X

I

S

T

I

N

G

P

A

V

E

D

R

O

A

D

W

A

Y

15' RADIUS

GEOTEXTILE OR

GEOGRID LINER

8" MINIMUM DEPTH

ROCK GRADATION

= 4" MINUS

5

0

'

M

I

N

I

M

U

M

L

E

N

G

T

H

2

0

'

M

I

N

I

M

U

M

W

I

D

T

H

O

R

T

O

T

A

L

W

I

D

T

H

O

F

A

C

C

E

S

S

NOTE:

MAINTENANCE: ROCK CONSTRUCTION ENTRANCE THICKNESS SHALL BE CONSTANTLY

MAINTAINED TO THE SPECIFIED DIMENSIONS BY ADDING ROCK. A STOCKPILE SHALL BE

MAINTAINED ON SITE FOR THIS PURPOSE. AT THE END OF EACH CONSTRUCTION DAY,

ALL SEDIMENT DEPOSITED ON PAVED ROADWAYS SHALL BE REMOVED AND RETURNED

TO THE CONSTRUCTION SITE.

1

C602 NOT TO SCALE

STABILIZED ROCK CONSTRUCTION ENTRANCE

FLOW

DIRECTION

2

C602 NOT TO SCALE


NOTES:

1. PREPARE SOIL BEFORE INSTALLING BLANKETS. INCLUDING APPLICATION OF LIME,

FERTILIZER, AND SEED.

2. BEGIN AT THE TOP OF THE SLOPE (OR CHANNEL) BY ANCHORING THE BLANKET IN

A 6" DEEP X 6" WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER

STAPLING.

3. ROLL THE BLANKET DOWN (STARTING AT DOWNSTREAM PROCEEDING UPSTREAM)

HORIZONTALLY ACROSS THE SLOPE.

4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH AN APPROXIMATE

(MIN) 4" OVERLAP.

5. WHEN BLANKETS MUST BE SPLICED DOWN THE SLOPE, PLACE BLANKETS END

OVER END (SHINGLE STYLE) WITH APPROXIMATELY A (MIN) 6" OVERLAP. USE A

DOUBLE ROW OF STAGGERED STAPLES 4" APART TO SECURE BLANKETS.

6. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED

AT 30 TO 40 FOOT INTERVALS. USE A ROW OF STAPLES 4" APART OVER ENTIRE

WIDTH OF THE CHANNEL. PLACE A SECOND ROW 4" BELOW THE FIRST ROW IN A

STAGGERED PATTERN.

7. THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED IN A 6" DEEP X 6" WIDE

TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.

SLOPE INSTALLATION

SITE DETAILS

KB NW

C602

EVS, INC.



Phone: 952-646-0236

Fax: 952-646-0290

www.evs-eng.com

SHEET NUMBER

DRAWN BY CHECKED BY

DATE PROJECT #

# DATE REVISION

PROJECT

SUBMITTAL

07.07.2016 2016-027

IUP SUBMITTAL

CLIENT

SCALE

SHEET

LOCATION

100 WEST SOUTH ST

BELLE PLAINE, MN

DEVINE JOHNSON

SCOTT COUNTY



___________________



46720

1-800-252-1166

C

O

U

N

T

Y

R

O

A

D

6

WEST SOUTH STREET

24

.5

'

10'

15'

30'

30'

INVERTER AND

TRANSFORMER SKID WITH

PRODUCTION METER, TYP. X5

SITE ENTRANCE

LAY GRAVEL OVER

EXSTING DIRT ROAD

SITE ACCESS

PERIMETER FENCE

EXISTING XCEL

DISTRIBUTION POLE - POINT

OF INTERCONNECTION (POI)

UTILITY PROVIDED

INTERCONNECTION

POLE, TYP. x5

UTILITY PROVIDED POLE FOR

POLE-MOUNTED METERING AND

ISOLATION SWITCHES (PCC), TYP. x5

OWNER PROVIDED RISER POLE

LAY GRAVEL OVER

EXSTING DIRT ROAD

126.6'

98.3'

122'

134.2'

ANNEXATION LINE

75' SHADING BUFFER

TREES/BRUSH

HEIGHT= ±30 FEET

100' SHADING

BUFFER

TREES/BRUSH

HEIGHT = ± 40FEET

XX

X

X

X

X

X X X X

X

X

X

X

XX

X

X

XXX

20'

SYSTEM SIZE

5.00 MW AC/ 6.84 MW DC

EVS, INC.



Phone: 952-646-0236

Fax: 952-646-0290

www.evs-eng.com

SHEET NUMBER

DRAWN BY CHECKED BY

DATE PROJECT #

# DATE REVISION

PROJECT

SUBMITTAL

07.07.2016 2016-027

IUP SUBMITTAL

CLIENT

SCALE

SHEET

LOCATION

100 WEST SOUTH ST

BELLE PLAINE, MN

DEVINE JOHNSON

SCOTT COUNTY

N

O

T

F

O

R

C

O

N

S

T

R

U

C

T

I

O

N

E-101-01

NOTES:

1. THIS DRAWING IS FOR ILLUSTRATIVE PURPOSES

ONLY!

PV SYSTEM:

AZIMUTH: 180°

TILT ANGLE: 25°

PITCH (ROW SPACING): 24.5'

PV MODULES: HANWHA Q CELLS USA

Q.PLUS L-G4.2 330W, 72 CELL POLYCRYSTALLINE 330W

MODULES PER STRING: 28

RACK CONFIGURATION:

EACH RACK CONSISTS OF (14) ROWS OF 2 MODULES

IN PORTRAIT

INVERTER INFORMATION:

POWER ELECTRONICS 1500V FS1050CU15 INVERTER

LEGEND:

SITE BOUNDARY

TRANSMISSION LINES

SOLAR MODULE (20,720)

SITE SETBACKS

PERIMETER FENCE

INVERTER / XFMR SKID (5)

SITE ROAD

RIGHT-OF-WAY

WETLAND

NEW UTILITY POLE

MV FEEDER

TREE LINE

ANNEXATION LINE

OHU

X

WL WL

NORTH

SCALE IN FEET

0 300150

PV SITE LAYOUT

S DASC TA

C

O

U

N

T

Y

R

O

A

D

6

WEST SOUTH STREET

24

.5

'

10'

15'

30'

30'

INVERTER AND

TRANSFORMER SKID WITH

PRODUCTION METER, TYP. X5

SITE ENTRANCE

LAY GRAVEL OVER

EXSTING DIRT ROAD

SITE ACCESS

PERIMETER FENCE

EXISTING XCEL

DISTRIBUTION POLE - POINT

OF INTERCONNECTION (POI)

UTILITY PROVIDED

INTERCONNECTION

POLE, TYP. x5

UTILITY PROVIDED POLE FOR

POLE-MOUNTED METERING AND

ISOLATION SWITCHES (PCC), TYP. x5

OWNER PROVIDED RISER POLE

LAY GRAVEL OVER

EXSTING DIRT ROAD

126.6'

98.3'

122'

134.2'

ANNEXATION LINE

75' SHADING BUFFER

TREES/BRUSH

HEIGHT= ±30 FEET

100' SHADING

BUFFER

TREES/BRUSH

HEIGHT = ± 40FEET

XX

X

X

X

X

X X X X

X

X

X

X

XX

X

X

XXX

20'

SYSTEM SIZE

5.00 MW AC/ 6.84 MW DC

.

EVS, INC.



Phone: 952-646-0236

Fax: 952-646-0290

www.evs-eng.com

SHEET NUMBER

DRAWN BY CHECKED BY

DATE PROJECT #

# DATE REVISION

PROJECT

SUBMITTAL

07.07.2016 2016-027

IUP SUBMITTAL

CLIENT

SCALE

SHEET

LOCATION

100 WEST SOUTH ST

BELLE PLAINE, MN

DEVINE JOHNSON

SCOTT COUNTY

N

O

T

F

O

R

C

O

N

S

T

R

U

C

T

I

O

N

E-101-02

NOTES:

1. THIS DRAWING IS FOR ILLUSTRATIVE PURPOSES

ONLY!

PV SYSTEM:

AZIMUTH: 180°

TILT ANGLE: 25°

PITCH (ROW SPACING): 24.5'

PV MODULES: HANWHA Q CELLS USA

Q.PLUS L-G4.2 330W, 72 CELL POLYCRYSTALLINE 330W

MODULES PER STRING: 28

RACK CONFIGURATION:

EACH RACK CONSISTS OF (14) ROWS OF 2 MODULES

IN PORTRAIT

INVERTER INFORMATION:

POWER ELECTRONICS 1500V FS1050CU15 INVERTER

LEGEND:

SITE BOUNDARY

TRANSMISSION LINES

SOLAR MODULE (20,720)

SITE SETBACKS

PERIMETER FENCE

INVERTER / XFMR SKID (5)

SITE ROAD

RIGHT-OF-WAY

WETLAND

NEW UTILITY POLE

MV FEEDER

TREE LINE

1MVA BLOCK OUTLINE

OHU

X

WL WL

NORTH

SCALE IN FEET

0 300150

Rev1 06.20.2016 Revised Site Layout

Rev2 06.24.2016 Revised Site Layout

PV SITE LAYOUT

S DASC TA

OWNER

REVENUE

METER 3PH,

3W, 13.8kV

DC

AC

1285A

[7] COMBINER BOXES

TOTAL

[5] 24's, [2] 14's

STRING 1

(1)

STRING 2

(1)

(2) (3)

[5] 400A FUSES &

[2] 250A FUSES

POWER ELECTRONICS [1] 1050kVA(AT 50C AND UNITY PF) INVERTER

1285A @ 25C -UNITY PF, 565V +/-

PV ARRAYHANWHA Q.PLUS

L-G4.2 330W MODULE

30A

30A

24 STRINGCOMBINER BOX

565

V

13.8

kV

WIRE HARNESS WITH IN LINEFUSE AND T-CONNECTOR

15A,1500V FUSE PER STRING

AT POSITIVE LEAD

1 T-CONNECTOR PER + LEAD

AND 1 PER - LEAD

3P

400A

24 & 14 STRING COMBINER BOXESWITH 3P, 400A & 250A

DISCONNECTS400A & 250A, 1500V, NEMA 4

AUX XFMR: 5kVA

PRIMARY - 480V

SECONDARY - 208V/120V 3PH 4W

CABLE LIST

ID WIRE SIZE

CONDUCTOR

MATERIAL

WIRE QTY. INSULATION SIZE / TYPE OF GROUND

(1)

#10 AWG CU 2 PV 2kV SUNLIGHT RESISTANT DC WIRE FOR DIRECT BURY MODULE/RACK/POST INTEGRATED GROUNDING TO #6 BARE CU

(2)

#8 AWG CU 2 PV 2kV SUNLIGHT RESISTANT DC WIRE FOR DIRECT BURY MODULE/RACK/POST INTEGRATED GROUNDING TO #6 BARE CU

(3)

500 MCM AL 2 PV 2kV SUNLIGHT RESISTANT DC WIRE FOR DIRECT BURY #2 BARE CU TRENCH GROUND

(4)

4/0 AWG AL 2 PV 2kV SUNLIGHT RESISTANT DC WIRE FOR DIRECT BURY #2 BARE CU TRENCH GROUND

(5)

1/0 AWG AL 315kV TRXLPE WITH 13/16 AWG CU NEUTRAL, 90C COPPER CLAD STEEL, 7#8 40% DSA

AUX SERVICE PANEL

208V/120V 3PH 4W, OUTDOOR RATED, [7] 120VAC

BREAKERS, [1] 120VAC GFCI BREAKER

PV A

RRA

Y(2)

(1)

(1)

CONNECTOR,

TYP.

GFCICOMSTATIONSPARE LIGHTSPARE

20A

SPARE

20A

SPARE

TRANSFORMER

DC-AC INVERTER

MANUALLY OPERABLE

CIRCUIT BREAKERSOLAR MODULE

DISCONNECT SWITCH

GROUND FAULT CIRCUIT

INTERRUPTER

CONTINUATION SYMBOL

Y / T CONNECTOR

LIGHTNING ARRESTOR

SURGE ARRESTOR

[5] COMBINER

BOXES TOTAL

FUSE

2821

STRING 23

(1)

STRING 24

(1)

1 MVA XFMR

FIFAULT INDICATOR

20A 20A 20A 20A 20A 20A

STRING 1

(1)

STRING 2

(1)

(2)

14 STRINGCOMBINER BOX

[2] COMBINER

BOXES TOTAL

ELBOW TERMINATION

2821

2821

2821

2821

2821

TREN

CH

TREN

CH

CO

MBI

NER

BO

X

CO

MBI

NER

BO

XTR

ENC

H

30A

3P

250A

(1)

(4)

1MVA INVERTER (ADJUSTED POWER FACTOR)

(2)

STRING 13

(1)

STRING 14

(1)

2821

2821

30A

(1)

(5)

EXISTING 13.8kV

DISTRIBUTION LINE

NEW UTILITY PROVIDED POLE AND

RECLOSER INSTALLED IN LINE WITH

EXISTING DISTRIBUTION LINE (POI)

OW

NER

PRO

VIDE

D EQ

UIPM

ENT

UTIL

ITY P

ROV

IDED

EQ

UIPM

ENT

UTILITY PROVIDED

INTERCONNECTION

POLE, TYP. x5

15A

15A

15A

15A

15A

15A

15A

15A

SYMBOL LEGEND

UTILITY PROVIDED

POLE-MOUNTED BI-DIRECTION

PRIMARY METER W/ SINGLE

PHASE HOOK SWITCHES (PCC),

TYP. x5

M

TYPICAL 1MVA,POWER BLOCK #1

OWNER PROVIDED RISER

POLE W/ 3PH GANG

OPERATED AERIAL SWITCH

W/ FUSED CUTOUT, TYP. x5

M M

1MVA POWERBLOCK #2

1MVA POWERBLOCK #3

1MVA POWERBLOCK #4

1MVA POWERBLOCK #5

M

M

M

M

UTILITY

PRODUCTION

METER 3PH,

3W, 13.8kV

SINGLE PHASE HOOK SWITCH

BILLING METER

OVERHEAD UTILITY

POLE

M

DELTA

WYE

OWNER PROVIDED EQUIPMENTUTILITY PROVIDED EQUIPMENT

(5)

(5)

(5)

(5)

CURRENT TRANSFORMER

POTENTIAL TRANSFORMER

GND XFMR: 75kVA

PRIMARY - 13.8kV

SECONDARY - 480V 3PH 3W

R

R

RECLOSER

B NEWSTEAD S DAS

E-201-01

EVS, INC.



Phone: 952-646-0236

Fax: 952-646-0290

www.evs-eng.com

SHEET NUMBER

DRAWN BY CHECKED BY

DATE PROJECT #

# DATE REVISION

PROJECT

SUBMITTAL

07.07.2016 2016-027

IUP SUBMITTAL

CLIENT

SCALE

SHEET

LOCATION

100 WEST SOUTH ST

BELLE PLAINE, MN

DEVINE JOHNSON

SCOTT COUNTY

ONE LINE &

CABLE LIST

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