2025.05.16 WEST SUNNYDALE ROAD RECONSTRUCTION (1).pdf

TITLE

WEST SUNNYDALE ROAD RECONSTRUCTION

STREET AND UTILITIES IMPROVEMENTS

BOX ELDER, SOUTH DAKOTA

TDG PROJECT NO. 25-020

BOX ELDER PROJECT NO. 24002

INDEX OF SHEETS

1 TITLE

2-5 GENERAL NOTES / LEGEND

6 ESTIMATE OF QUANTITIES

7-9 TYPICAL SECTIONS

10 EROSION CONTROL PLAN

11-12 EROSION CONTROL NOTES

13 PROPERTY OWNERS

14 EXISTING CONDITIONS AND REMOVALS

15 ALIGNMENT AND EASEMENT DATA

16 ALIGNMENT DATA

17 PROJECT OVERVIEW

18-25 W. SUNNYDALE PLAN AND PROFILES

26-28 STORM PLAN AND PROFILES

29-31 GRADING PLAN

32-40 CROSS SECTIONS

41-47 POINTS PLAN

48-56 DETAILS

SHEET NO:

SHEET NAME:

PLANS BY

BOX ELDER, SOUTH DAKOTA

PROJECT LOCATION MAP

NOT TO SCALE

HWY 14/16

PLANS FOR

BOX ELDER

SOUTH DAKOTA

CITY APPROVAL

SD DANR APPROVAL

CONSTRUCTION SERVICES

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GENERAL NOTES 1 OF 3

WEST SUNNYDALE ROAD RECONSTRUCTION

BOX ELDER,

SOUTH DAKOTA SHEET NO:

SHEET NAME:JOB NUMBER: 25-020

SURVEYED BY: ALL ASPECTS INC.

SURVEY DATE:

DRAWN BY: NR

DESIGNED BY: RW

REVISIONS:

LOGO:

Towey Design Group, Inc.

147 Chisholm Drive Box Elder, SD 57719

605.600.3758TDG

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GENERAL NOTES 2 OF 3

WEST SUNNYDALE ROAD RECONSTRUCTION

BOX ELDER,

SOUTH DAKOTA SHEET NO:

SHEET NAME:JOB NUMBER: 25-020

SURVEYED BY: ALL ASPECTS INC.

SURVEY DATE:

DRAWN BY: NR

DESIGNED BY: RW

REVISIONS:

LOGO:

Towey Design Group, Inc.

147 Chisholm Drive Box Elder, SD 57719

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GENERAL NOTES 3 OF 3

WEST SUNNYDALE ROAD RECONSTRUCTION

BOX ELDER,

SOUTH DAKOTA SHEET NO:

SHEET NAME:JOB NUMBER: 25-020

SURVEYED BY: ALL ASPECTS INC.

SURVEY DATE:

DRAWN BY: NR

DESIGNED BY: RW

REVISIONS:

LOGO:

Towey Design Group, Inc.

147 Chisholm Drive Box Elder, SD 57719

ASPHALT

COMMUNICATION LINE

CONCRETE

CURB & GUTTER

DEMOLITION

DIRECTION OF FLOW

DRAINAGE LINE

EXCAVATION LIMITS

EXISTING PROPERTY LINE

EXISTING SANITARY SEWER MAIN

EXISTING WATER MAIN

FOUNDATION DRAIN

GAS LINE

GRAVEL FILTER SOCKS

MAJOR CONTOUR

MINOR CONTOUR

PAVEMENT MARKING

PERIMETER PROTECTION

POWER CONDUIT

PROPERTY LINE

ROOF DRAIN

RIGHT OF WAY LINE

RIPRAP

SANITARY SEWER MAIN

SANITARY SEWER SERVICE

SECTION LINE

SETBACK LINE

SIDEWALK

SILT FENCE

STORM SEWER

STRAW WATTLE

TOP SOIL BERM

WATER MAIN

WATER SERVICE

BEND

BORE HOLE

CAP

CROSS

DEFLECTION COUPLING

FIRE HYDRANT

GATE VALVE

LEFT TURN LANE

POST INDICATOR VALVE

REDUCER

RIGHT TURN LANE

SANITARY SEWER CLEANOUT

SANITARY SEWER MANHOLE

SIGN

STREET LIGHT

TEE

TYPE B

TYPE E

TYPE S

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ASPHALT

BUILDING

CENTERLINE

COMMUNICATION LINE

CONCRETE

CURB & GUTTER

GAS LINE

EDGE OF GRAVEL

FENCE - BARB

FENCE - CHAINLINK

FENCE - WOOD

MAJOR CONTOUR

MINOR CONTOUR

OVERHEAD POWER LINE

POWER CONDUIT

PROPERTY LINE

RIGHT OF WAY LINE

RIPRAP

SANITARY SEWER MAIN

SANITARY SEWER SERVICE

SECTION LINE

SIDEWALK

STORM SEWER

WATER MAIN

WATER SERVICE

BORE HOLE

TRANSFORMEER

ELECTRIC / COMM BOX

FIRE HYDRANT

GATE VALVE

SANITARY SEWER CLEANOUT

SANITARY SEWER MANHOLE

SIGN

STREET LIGHT

TYPE B

TYPE E

TYPE S

TREE

GUY

E

V

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LEGEND

WEST SUNNYDALE ROAD RECONSTRUCTION

BOX ELDER,

SOUTH DAKOTA SHEET NO:

SHEET NAME:JOB NUMBER: 25-020

SURVEYED BY: ALL ASPECTS INC.

SURVEY DATE:

DRAWN BY: NR

DESIGNED BY: RW

REVISIONS:

LOGO:

Towey Design Group, Inc.

147 Chisholm Drive Box Elder, SD 57719

605.600.3758TDG

2025.05.16

FLARED END SECTIONS STATION OFFSET LOCATIONS

INCOMING PIPE

TYPICAL RCP FES BLOCKSTATION OFFSET SPECIFIED ON PLANS

RCP FLARED END SECTION DIMENSIONS

INNER

PIPE DIA. LENGTH A LENGTH B

12" 6'-0" 2'-0"

18" 6'-0" 3'-0"

24" 6'-0" 4'-0"

30" 6'-0" 5'-0"

36" 6'-0" 6'-0"

42" 8'-0" 6'-6"

48" 8'-0" 7'-0"

54" 8'-0" 7'-6"

60" 8'-0" 8'-0"

END OF FES

MINOR VARIATIONS OF DETAIL AND

DIMENSIONS WILL BE ACCEPTED TO PERMIT

THE USE OF A MANUFACTURER'S

STANDARD METHOD OF FABRICATION.

CONTRACTOR TO VERIFY STAKING LOCATION WITH

SURVEYOR PRIOR TO CONSTRUCTION

SPECIFIED ON PLANS

LENGTH LENGTH A

LE

N

G

TH

B

PIPE LENGTH LENGTH A

CMP FLARED END SECTION DIMENSIONS

INNER

PIPE DIA. LENGTH A LENGTH B

18" 2'-7" 3'-0"

24" 3'-5" 4'-0"

30" 4'-3" 5'-0"

36" 5'-0" 6'-0"

42" 5'-9" 7'-0"

48" 6'-6" 7'-6"

54" 7'-3" 9'-6"

INCOMING PIPE

STATION OFFSET SPECIFIED ON PLANS

TYPICAL CMP FES BLOCK

LE

N

G

TH

B

MINOR VARIATIONS OF DETAIL AND

DIMENSIONS WILL BE ACCEPTED TO

PERMIT THE USE OF A MANUFACTURER'S

STANDARD METHOD OF FABRICATION.

END OF FES

CONTRACTOR TO VERIFY STAKING LOCATION WITH

SURVEYOR PRIOR TO CONSTRUCTION

SPECIFIED ON PLANS

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ESTIMATE OF QUANTITIES

WEST SUNNYDALE ROAD RECONSTRUCTION

BOX ELDER,

SOUTH DAKOTA SHEET NO:

SHEET NAME:JOB NUMBER: 25-020

SURVEYED BY: ALL ASPECTS INC.

SURVEY DATE:

DRAWN BY: NR

DESIGNED BY: RW

REVISIONS:

LOGO:

Towey Design Group, Inc.

147 Chisholm Drive Box Elder, SD 57719

605.600.3758TDG

2025.05.16

Line Item Description of Item Qty. Unit

General

100 Mobilization 1.0 LS

101 Incidental Work 1.0 LS

102 Material Testing 1.0 LS

103 Traffic Control 1.0 LS

104 Construction Staking 1.0 LS

Removals

200 Remove Existing Pipe Culvert 995.0 LF

201 Remove and Salvage Chain Link Fence and Gate 149.0 LF

202 Remove Existing Sidewalk 665.0 SF

Excavation

300 Unclassified Excavation 440.0 CY

301 Topsoil: Salvage and Stockpile 3062.0 CY

302 Topsoil: Place 2220.0 CY

303 Imported Material 8690.0 CY

304 Seeding, Fertilizing, & Mulching 3.0 AC

Water

400 Raise Existing Water Valve 5.0 EA

Sanitary Sewer

500 Lower Existing Sanitary Manhole 2.0 EA

501 Raise Existing Sanitary Manhole 10.0 EA

Storm Sewer

600 12" Corrugated Metal Pipe 130.0 LF

601 18" Corrugated Metal Pipe 568.0 LF

602 24" Corrugated Metal Arch Pipe 57.0 LF

603 24" Corrugated Metal Pipe 150.0 LF

604 18" Flared End Section 10.0 EA

605 24" Arch Flared End Section 2.0 EA

606 24" Flared End Section 6.0 EA

607 2' x 3' Type B Inlet 3.0 EA

608 12" Nyloplast Drainage Structure 1.0 EA

609 18" Nyloplast Drainage Structure 2.0 EA

610 30" Nyloplast Drainage Structure 1.0 EA

611 Connect to Existing 1.0 EA

Street

700 Aggragate Base Course 1245.0 T

701 Asphalt Paving 2690.0 T

702 Curb and Gutter 917.0 LF

703 Asphalt Walking Path 385.0 T

704 Concrete Driveway 148.0 SY

705 Gravel Surfacing, Permanent 1497.0 SY

706 Asphalt Driveway 37.0 T

Line Item Description of Item Qty. Unit

Erosion Control

800 Inlet Protection 6.0 EA

801 Vehicle Tracking Control 1.0 EA

802 Concrete Wash Out Area 1.0 EA

803 Perimeter Protection 3235.0 LF

804 Straw Wattle 1400.0 LF

805 Flexamat Standard 1521.0 SF

Miscellaneous

900 Type 1 Tree 12.0 EA

901 Type 2 Tree 7.0 EA

902 Type 3 Tree 8.0 EA

903 Type 4 Tree 11.0 EA

904 Type 5 Tree 8.0 EA

905 Reinstall Chain Link Fence and Gate 149.0 LF

906 Reset Property Pins 10.0 EA

907 Geogrid 171.0 SF

14.00'14.00'2.67' 2.67'VARIES8.00'

1.00'

2.00'

1.0'

1.0'

±65.91 ROW

14.00'14.00'

2.00'

2.00'8.00' 1.00'

2.00'

6.00'

±65.52 ROW

VARIES

3.00'

2.00'VARIES

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TYPICAL SECTION 1 OF 3

WEST SUNNYDALE ROAD RECONSTRUCTION

BOX ELDER,

SOUTH DAKOTA SHEET NO:

SHEET NAME:JOB NUMBER: 25-020

SURVEYED BY: ALL ASPECTS INC.

SURVEY DATE:

DRAWN BY: NR

DESIGNED BY: RW

REVISIONS:

LOGO:

Towey Design Group, Inc.

147 Chisholm Drive Box Elder, SD 57719

605.600.3758TDG

2025.05.16

8" AGGREGATE BASE LAYER

COMPACT TO +/-3% OPTIMUM

95% (ASTM D1557)

2.50%

TYPICAL STREET SECTION

WEST SUNNYDALE ROAD - STA. 1+48.92 TO 2+18.10

2.50%

2.50%2.50%

1.50%

2" ASPHALT, CLASS E,

TYPE 1, PLACED

IN 1 LIFT

6" AGGREGATE BASE LAYER

COMPACT TO +/-3% OPTIMUM

95% (ASTM D1557)

STORM SEWER (SIZE VARIES)

EXISTING 6" WATER MAIN EXISTING 10" SANITARY SEWER MAIN

EXISTING 10" SANITARY SEWER MAIN

EXISTING 6" WATER MAIN

TYPE B66 CURB AND GUTTER

TYPE B66 CURB AND GUTTER 5" ASPHALT, CLASS E, TYPE 1,

PLACED IN 2 LIFTS (3" LIFT MAX)

8" AGGREGATE BASE LAYER

COMPACT TO +/-3% OPTIMUM

95% (ASTM D1557)

2" ASPHALT, CLASS

E, TYPE 1, PLACED

IN 1 LIFT

6" AGGREGATE BASE LAYER

COMPACT TO +/-3% OPTIMUM

95% (ASTM D1557)

MIN 2% MAX 5% 2% 6:1

6:1

6:1 6:16:1

5" ASPHALT, CLASS E, TYPE 1,

PLACED IN 2 LIFTS (3" LIFT MAX)

TYPICAL SECTION NOTE

THE EXISTING BASE COURSE ALONG WEST SUNNYDALE ROAD VARIES FROM 2 INCHES TO 8.25 INCHES PER SUBSURFACE BORING LOG WITHIN THE GEOTECHNICAL REPORT. THE MINIMUM AGGREGATE BASE COURSE UNDER THE PROPOSED PAVEMENT IS 8 INCHES PER RECOMMEND PAVEMENT SECTION THICKNESS (INCHES) WITHIN THE GEOTECHNICAL REPORT. THE CONTRACTOR IS RESPONSIBLE FOR STRIPPING 2 INCHES OF BASE COURSE AND COMPACT IT TO AET'S RECOMMENDATIONS. THERE MAY BE SOME AREAS WHERE THE CONTRACTOR WILL CUT MORE THAN THE MINIMUM 2 INCHES OR FILL THE EXISTING AGGREGATE SURFACE. THE CONTRACTOR IS RESPONSIBLE TO FOLLOW AET'S RECOMMENDATIONS WHEN REMOVING OR PLACING NEW AGGRAGETE OVER THE EXISTING

AGGREGATE SURFACING.

2%2%

6:16:1

TYPICAL STREET SECTION

WEST SUNNYDALE ROAD - STA 2+18.10 TO STA 2+60.42

STA 3+70.84 TO STA 4+60.00

14.00'14.00'

2.00'

VARIES8.00'

7.89'

2.00'

6.00'

±72.61 ROW

VARIES

14.00'14.00'VARIES8.00'

7.89'

±72.61 ROW

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TYPICAL SECTION 2 OF 3

WEST SUNNYDALE ROAD RECONSTRUCTION

BOX ELDER,

SOUTH DAKOTA SHEET NO:

SHEET NAME:JOB NUMBER: 25-020

SURVEYED BY: ALL ASPECTS INC.

SURVEY DATE:

DRAWN BY: NR

DESIGNED BY: RW

REVISIONS:

LOGO:

Towey Design Group, Inc.

147 Chisholm Drive Box Elder, SD 57719

605.600.3758TDG

2025.05.16

2.50%2.50%

2.50%2.50%

1.50%

EXISTING 10" SANITARY SEWER MAIN

EXISTING 6" WATER MAIN

EXISTING 10" SANITARY SEWER MAIN

EXISTING 6" WATER MAIN

8" AGGREGATE BASE LAYER

COMPACT TO +/-3% OPTIMUM

95% (ASTM D1557)

2" ASPHALT, CLASS E,

TYPE 1, PLACED

IN 1 LIFT

6" AGGREGATE BASE LAYER

COMPACT TO +/-3% OPTIMUM

95% (ASTM D1557)

2" ASPHALT, CLASS E,

TYPE 1, PLACED

IN 1 LIFT

6" AGGREGATE BASE LAYER

COMPACT TO +/-3% OPTIMUM

95% (ASTM D1557)

8" AGGREGATE BASE LAYER

COMPACT TO +/-3% OPTIMUM

95% (ASTM D1557)

2% 6:16:1

2%

5" ASPHALT, CLASS E, TYPE 1,

PLACED IN 2 LIFTS (3" LIFT MAX)

5" ASPHALT, CLASS E, TYPE 1,

PLACED IN 2 LIFTS (3" LIFT MAX)

2%

TYPICAL SECTION NOTE

THE EXISTING BASE COURSE ALONG WEST SUNNYDALE ROAD VARIES FROM 2 INCHES TO 8.25 INCHES PER SUBSURFACE BORING LOG WITHIN THE GEOTECHNICAL REPORT. THE MINIMUM AGGREGATE BASE COURSE UNDER THE PROPOSED PAVEMENT IS 8 INCHES PER RECOMMEND PAVEMENT SECTION THICKNESS (INCHES) WITHIN THE GEOTECHNICAL REPORT. THE CONTRACTOR IS RESPONSIBLE FOR STRIPPING 2 INCHES OF BASE COURSE AND COMPACT IT TO AET'S RECOMMENDATIONS. THERE MAY BE SOME AREAS WHERE THE CONTRACTOR WILL CUT MORE THAN THE MINIMUM 2 INCHES OR FILL THE EXISTING AGGREGATE SURFACE. THE CONTRACTOR IS RESPONSIBLE TO FOLLOW AET'S RECOMMENDATIONS WHEN REMOVING OR PLACING NEW AGGRAGETE OVER THE EXISTING

AGGREGATE SURFACING.

TYPICAL STREET SECTION

WEST SUNNYDALE ROAD - STA 2+60.42 TO STA 3+70.84

STA 9+39.68 TO STA 10+35.05

STA 11+40.00 TO STA 14+50.00

STA 20+05.25 TO STA 23+05.10

STA 27+21.00 TO STA 28+85.00

STA 29+65.00 TO STA 30+80.00

TYPICAL STREET SECTION

WEST SUNNYDALE ROAD - STA 7+20.00 TO STA 9+39.68

STA 17+88.60 TO STA 20+05.25

STA 23+77.11 TO STA 24+20.00

STA 30+80.00 TO STA 31+97.37

2%MIN 2% MAX 5%

6:1

1.50% MIN 2% MAX 5%

6:1 6:1

14.00'14.00' 2.67'

VARIED ROW

8.00'

VARIES2.00'

10.00'2.00'

14.00'14.00'2.67'

VARIED ROW

8.00'

VARIES

VARIES

2.00'

14.28'

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TYPICAL SECTION 3 OF 3

WEST SUNNYDALE ROAD RECONSTRUCTION

BOX ELDER,

SOUTH DAKOTA SHEET NO:

SHEET NAME:JOB NUMBER: 25-020

SURVEYED BY: ALL ASPECTS INC.

SURVEY DATE:

DRAWN BY: NR

DESIGNED BY: RW

REVISIONS:

LOGO:

Towey Design Group, Inc.

147 Chisholm Drive Box Elder, SD 57719

605.600.3758TDG

2025.05.16

2.50%2.50%

2.50%2.50%1.50%

10" SANITARY SEWER MAIN

6" WATER MAIN

10" SANITARY SEWER MAIN

6" WATER MAIN

TYPICAL SECTION NOTE

THE EXISTING BASE COURSE ALONG WEST SUNNYDALE ROAD VARIES FROM 2 INCHES TO 8.25 INCHES PER SUBSURFACE BORING LOG WITHIN THE GEOTECHNICAL REPORT. THE MINIMUM AGGREGATE BASE COURSE UNDER THE PROPOSED PAVEMENT IS 8 INCHES PER RECOMMEND PAVEMENT SECTION THICKNESS (INCHES) WITHIN THE GEOTECHNICAL REPORT. THE CONTRACTOR IS RESPONSIBLE FOR STRIPPING 2 INCHES OF BASE COURSE AND COMPACT IT TO AET'S RECOMMENDATIONS. THERE MAY BE SOME AREAS WHERE THE CONTRACTOR WILL CUT MORE THAN THE MINIMUM 2 INCHES OR FILL THE EXISTING AGGREGATE SURFACE. THE CONTRACTOR IS RESPONSIBLE TO FOLLOW AET'S RECOMMENDATIONS WHEN REMOVING OR PLACING NEW AGGRAGETE OVER THE EXISTING

AGGREGATE SURFACING.

8" AGGREGATE BASE LAYER

COMPACT TO +/-3% OPTIMUM

95% (ASTM D1557)

2" ASPHALT, CLASS E,

TYPE 1, PLACED

IN 1 LIFT

6" AGGREGATE BASE LAYER

COMPACT TO +/-3% OPTIMUM

95% (ASTM D1557)

2" ASPHALT, CLASS E,

TYPE 1, PLACED

IN 1 LIFT

6" AGGREGATE BASE LAYER

COMPACT TO +/-3% OPTIMUM

95% (ASTM D1557)

8" AGGREGATE BASE LAYER

COMPACT TO +/-3% OPTIMUM

95% (ASTM D1557)

6:16:1 2%

MIN 2% MAX 5%

6:1

6:1

6:1 2%2%

5" ASPHALT, CLASS E, TYPE 1,

PLACED IN 2 LIFTS (3" LIFT MAX)

5" ASPHALT, CLASS E, TYPE 1,

PLACED IN 2 LIFTS (3" LIFT MAX)

TYPICAL STREET SECTION

WEST SUNNYDALE ROAD - STA 14+93.61 TO 17+88.60

STA 22+52.26 TO 26+55.63

TYPICAL STREET SECTION

WEST SUNNYDALE ROAD - STA. 11+00.00 TO 11+40.00

1.50%

TYPE B66 CURB AND GUTTER

TYPE B66 CURB AND GUTTER

V

V

V

V

V

16 DOOR

CLUSTER

MAILBOX

16 DOOR

CLUSTER

MAILBOX

V

V V

FH

EROSION CONTROL PLAN

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WEST SUNNYDALE ROAD RECONSTRUCTION

BOX ELDER,

SOUTH DAKOTA SHEET NO:

SHEET NAME:JOB NUMBER: 25-020

SURVEYED BY: ALL ASPECTS INC.

SURVEY DATE:

DRAWN BY: NR

DESIGNED BY: RW

REVISIONS:

LOGO:

Towey Design Group, Inc.

147 Chisholm Drive Box Elder, SD 57719

605.600.3758TDG

2025.05.16

W SUNNYDALE ROAD

W SUNNYDALE ROAD

W SUNNYDALE ROAD

R

AD

AR

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BLU

E BELLE C

O U

R T

CROCUS COURT

SU

N

N

YD

AL

E

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M

AT

C H

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IN

E

M

AT

C H

L

IN

E M

AT

C

H L

IN

E

CWA

VTC

13,320 SY OF SEEDING RESTORATION1

APPROXIMATE LIMITS OF

SEEDING

PERIMETER PROTECTION

STRAW WATTLE

TOP SOIL BERM

GRAVEL FILTER SOCK

SILT FENCE

VEHICLE TRAFFIC CONTROL

CONCRETE WASHOUT AREA

INLET PROTECTION

VTC

CWA

FLEXAMAT EROSION

CONTROL

3 5

6 7

18 20

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EROSION CONTROL NOTES 1 OF 2

WEST SUNNYDALE ROAD RECONSTRUCTION

BOX ELDER,

SOUTH DAKOTA SHEET NO:

SHEET NAME:JOB NUMBER: 25-020

SURVEYED BY: ALL ASPECTS INC.

SURVEY DATE:

DRAWN BY: NR

DESIGNED BY: RW

REVISIONS:

LOGO:

Towey Design Group, Inc.

147 Chisholm Drive Box Elder, SD 57719

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EROSION CONTROL NOTES 2 OF 2

WEST SUNNYDALE ROAD RECONSTRUCTION

BOX ELDER,

SOUTH DAKOTA SHEET NO:

SHEET NAME:JOB NUMBER: 25-020

SURVEYED BY: ALL ASPECTS INC.

SURVEY DATE:

DRAWN BY: NR

DESIGNED BY: RW

REVISIONS:

LOGO:

Towey Design Group, Inc.

147 Chisholm Drive Box Elder, SD 57719

PROPERTY OWNERS

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WEST SUNNYDALE ROAD RECONSTRUCTION

BOX ELDER,

SOUTH DAKOTA SHEET NO:

SHEET NAME:JOB NUMBER: 25-020

SURVEYED BY: ALL ASPECTS INC.

SURVEY DATE:

DRAWN BY: NR

DESIGNED BY: RW

REVISIONS:

LOGO:

Towey Design Group, Inc.

147 Chisholm Drive Box Elder, SD 57719

605.600.3758TDG

2025.05.16

W SUNNYDALE ROAD

BLU

E BELLE C

O U

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T CROCUS COURT

PROPERTY NO. OWNER CURRENT PROPERTY/MAILING ADDRESS FUTURE PROPERTY/MAILING ADDRESS LEGAL DESCRIPTION SUBDIVISION

1 UNIMAX LLC 331 NORTHERN LIGHTS BLVD E LOT 3 BLOCK 1 ALPHA OMEGA SUBD

2 JOSEPH MULQUEEN 336 NORTHERN LIGHTS BLVD E LOT 1 BLOCK 4 ALPHA OMEGA SUBD

3 CITY OF BOX ELDER 420 VILLA DR LOT WELL NO. 6 PRAIRIE OAK SUBD

4 BERT FEINBERG 301 CACTUS CT LOT 33 PRAIRIE OAK SUBD

5 CHARLES DODD 512 W SUNNYDALE RD LOT 2 BLOCK 1 ALPHA OMEGA SUBD

6 DENNIS WEBB 508 W SUNNYDALE RD LOT 1 BLOCK 1 ALPHA OMEGA SUBD

7 MARK THOMPSON 301 BLUE BELLE CT LOT 25 PRAIRIE OAK SUBD

8 JERALD MAINE 607 W SUNNYDALE RD LOT 26 PRAIRIE OAK SUBD

9 GLENN WOLDT 302 BLUE BELLE CT LOT 21 PRAIRIE OAK SUBD

10 DAN SMITH 601 W SUNNYDALE RD LOT 20 PRAIRIE OAK SUBD

11 GARY WALTON 301 CROCUS CT LOT 19 PRAIRIE OAK SUBD

12 GERALD ROMEO 301 SUNFLOWER CT LOT 11 PRAIRIE OAK SUBD

13 RORY SIMONSON 302 CROCUS CT LOT 12 PRAIRIE OAK SUBD

14 MICHAEL WHITING/DEGEN-WHITING 302 SUNFLOWER CT LOT 7 PRAIRIE OAK SUBD

15 GONZALEZ, LEONARD 325 W SUNNYDALE RD LOT 1 DEJONG SUBD

16 ALETHA WHITETHORN 322 W SUNNYDALE RD LOT 6B OF LOT 6 PRAIRIE OAK SUBD

17 KRYSTAL HAMMER 321 W SUNNYDALE RD LOT 2 DEJONG SUBD

18 ALEC KREMER 317 W SUNNYDALE RD LOT 3 DEJONG SUBD

19 DAVID TOTTON 301 SUNNYDALE CT LOT 6A OF LOT 6 PRAIRIE OAK SUBD

20 GONZALEZ, LEONARD 313 W SUNNYDALE RD LOT 4 DEJONG SUBD

21 HECTOR FRIAS 306 W SUNNYDALE RD TRACT 1AR LOCATED IN SEC 24 AND SEC 25 DEJONG SUBD

22 TREY MCFARLAND 302 SUNNYDALE CT LOT 1 PRAIRIE OAK SUBD

23 CHANTAL SWENBY/DOMINGUEZ-GARCIA 301 W SUNNYDALE RD LOT 5 DEJONG SUBD

24 DAKOTAFOUR LLC 22727 RADAR HILL RD

THAT PT OF TRACT A-101 REFERRED TO AS THE SEWAGE LAGOON DESCRIBED BY METES AND

BOUNDS PER DEED IN BOOK 107 PAGE 6326 LESS LOT H1 AND LESS ROW TRACT A-101 SUBD

25 TB HOLDINGS LLC W SUNNYDALE RD 3640 CAMBELL ST STE A DEJONG SUBD

C

AC

TU

S C

O U

R T

SU

N

FLO

W

ER

C

O U

R T

SU

N

N

YD

ALE C

O

U R

T

R

AD

AR

H

ILL R

O

AD

1 3 5 6

2 4

7 9

17 18 20 21

V

V

V

V

16 DOOR

CLUSTER

MAILBOX

16 DOOR

CLUSTER

MAILBOX

3070 3071

1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00

10+00

+0

+0

13+00

V

V V

FH

30743073

65 30

14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00

3060 3059

33+00

25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00

EXISTING CONDITIONS AND

REMOVALS

M

AT

C H

L

IN

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- 1

C O

LO

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P

LA

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WEST SUNNYDALE ROAD RECONSTRUCTION

BOX ELDER,

SOUTH DAKOTA SHEET NO:

SHEET NAME:JOB NUMBER: 25-020

SURVEYED BY: ALL ASPECTS INC.

SURVEY DATE:

DRAWN BY: NR

DESIGNED BY: RW

REVISIONS:

LOGO:

Towey Design Group, Inc.

147 Chisholm Drive Box Elder, SD 57719

605.600.3758TDG

2025.05.16

W SUNNYDALE ROAD

W SUNNYDALE ROAD

W SUNNYDALE ROAD

R

AD

AR

H

IL

L

R O

AD

BLU

E BELLE C

O U

R T

CROCUS COURT

SU

N

N

YD

AL

E

C O

U R

T

M

AT

C H

L

IN

E

- 2

M

AT

C H

L

IN

E

- 2

M

AT

C H

L

IN

E

- 1

1 PROPERTY LINES

EXISTING STORM SEWER TO BE REMOVED

EXISTING 6" WATER MAIN

EXISTING 10" SANITARY SEWER MAIN

REMOVE GRAVEL DRIVEWAY

EXISTING COMMUNICATION LINES

EXISTING POWER

EXISTING GAS MAIN

EXISTING GRAVEL ROAD

EXISTING CURB AND GUTTER

EXISTING MAILBOX CLUSTER

REMOVE EXISTING FENCE LINE

REMOVE EXISTING STORM SEWER

EXISTING WATER VALVE

EXISTING FIRE HYDRANT

EXISTING 1' CONTOURS

EXISTING SANITARY SEWER MANHOLE

TO BE ADJUSTED TO NEW FINISHED GRADE

EXISTING TRANSFORMER AND UTILITY BOXES

REMOVE EXISTING SIDEWALK

EXISTING PROPERTY CORNER

11 3 7

13 13

2 2

13 13

13 13

3 5

6 7

18 20

1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00

10+00

+0

+0

13+00

BE

G

IN

S

TA

+0

PC STA 12+41.49

PC

S

TA

+4 0.

PT STA 10+75.23

L1 C1

L2

C2

2+600+00 1+00 2+00

L7 L8 L9

L10

0+60 0+

BEGIN STA 0+00

END STA 0+60

1+000+00

BE

G

IN

S

TA

+0

EN

D

S

TA

+0

0+

.92

0+00

1+00

0+00

BE

GIN

S

TA

0+

END STA 1+00

L1

L12

L13

L1

L1

L16

WEST SUNNYDALE RD NORTH STORM SEWER EXTENSION

SOUTH SUNNYDALE RD NORTH STORM SEWER EXTENSION

W SUNNYDALE ALIGNMENT

CACTUS CT CULVERT CROSSING

BLUE BELLE CT CULVERT CROSSING

W SUNNYDALE CROSSING (BLUE BELLE CT)

14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00

PC STA 23+81.10

PT STA 23+84.48

PT

S

TA

4+

.6

L3

C3 L4

1+

0+

BEGIN STA 0+00

END STA 1+00

1+00 0+00

1+00

BEGIN STA 0+00

END STA 1+00PI STA 0+15.10

1+

0+

1+

BEGIN STA 0+00

END STA 1+40

1+

0+

1+

BEGIN STA 0+00

END STA 1+20

L1

L1

L19 L20

L2

W SUNNYDALE OVERFLOW POND #1 - STORM

SUNNYDALE CT CULVERT CROSSING POND #2 - STORM

W SUNNYDALE ALIGNMENT

33+00

26+00 27+00 28+00 29+00 30+00 31+00 32+00 EN

D

S

TA

3+

PC STA 26+79.51

PC STA 31+58.67PT STA 26+81.76 PT STA 31+62.24

C4 L5 C5 L6

1+000+00

BEGIN STA 0+00

END STA 1+00PI STA 0+10

PI STA 0+95 1+20

0+00 1+00

BEGIN STA 0+00

END STA 1+20

PI STA 0+05

L22 L23 L24 L25 L26

APARTMENT CULVERT

MAILBOX STORM CROSSING

W SUNNYDALE ALIGNMENT

ALIGNMENT AND EASEMENT DATA

M

AT

C H

L

IN

E

- 1

C O

LO

R

P

LA

N S

- G R

EY

T

O

PO

.C

TB

WEST SUNNYDALE ROAD RECONSTRUCTION

BOX ELDER,

SOUTH DAKOTA SHEET NO:

SHEET NAME:JOB NUMBER: 25-020

SURVEYED BY: ALL ASPECTS INC.

SURVEY DATE:

DRAWN BY: NR

DESIGNED BY: RW

REVISIONS:

LOGO:

Towey Design Group, Inc.

147 Chisholm Drive Box Elder, SD 57719

605.600.3758TDG

2025.05.16

W SUNNYDALE ROAD

W SUNNYDALE ROAD

W SUNNYDALE ROAD R

AD

AR

H

IL

L

R O

AD

BLU

E BELLE C

O U

R T

CROCUS COURT

SU

N

N

YD

AL

E

C O

U R

T

M

AT

C H

L

IN

E

- 2

M

AT

C H

L

IN

E

- 2

M

AT

C H

L

IN

E

- 1

3,051 SQ FT TEMPORARY

CONSTRUCTION EASEMENT

3,421 SQ FT TEMPORARY

CONSTRUCTION EASEMENT

5,198 SQ FT TEMPORARY

CONSTRUCTION EASEMENT

1,310 SQ FT TEMPORARY

CONSTRUCTION EASEMENT

3,345 SQ FT TEMPORARY

CONSTRUCTION EASEMENT

1,574 SQ FT TEMPORARY

CONSTRUCTION EASEMENT

CONSTRUCTION LIMITS

CONSTRUCTION LIMITS

CONSTRUCTION LIMITS

PROPERTY OWNERS - SEE TABLE ON SHEET 13

3 5

6 7

18 20

22 24

W SUNNYDALE ALIGNMENT - ALIGNMENT

NUMBER

L1

C1

L2

C2

L3

C3

L4

C4

L5

C5

L6

START STATION

1+00.00

10+75.23

14+13.65

23+84.48

26+81.76

31+62.24

NORTHING

658830.37

658801.10

658900.52

659104.41

659099.48

659048.24

659048.18

659037.52

659037.51

659031.04

659030.95

EASTING

1241363.19

1242230.17

1242308.49

1242469.12

1242562.29

1243530.08

1243531.76

1243827.73

1243828.85

1244307.50

1244309.28

BEARING

S88° 03' 57.93"E

N38° 13' 49.66"E

S86° 58' 09.76"E

S87° 56' 13.64"E

S89° 13' 31.14"E

S87° 10' 54.24"E

END STATION

8+40.91

12+41.49

23+81.10

26+79.51

31+58.67

33+00.00

END NORTHING

658805.37

659031.12

659048.33

659037.56

659031.06

659024.17

END EASTING

1242103.68

1242411.38

1243528.39

1243826.61

1244305.72

1244446.88

Δ

053° 42' 12"

054° 48' 01"

000° 58' 04"

001° 17' 18"

002° 02' 37"

T

126.567

93.303

1.689

1.124

1.784

R

250.00

180.00

200.00

100.00

100.00

L

740.91

234.325

166.26

172.160

967.45

3.378

295.03

2.248

476.91

3.567

137.76

PI STATION

9+67.47

13+34.79

23+82.79

26+80.64

31+60.46

WEST SUNNYDALE RD NORTH STORM SEWER EXTENSION - ALIGNMENT

NUMBER

L7

L8

L9

L10

START STATION

0+00.00

0+21.10

1+01.09

1+16.17

NORTHING

658858.98

658856.92

658854.60

658843.59

EASTING

1241394.00

1241415.00

1241494.95

1241505.25

LENGTH

21.10

79.98

15.08

143.83

END STATION

0+21.10

1+01.09

1+16.17

2+60.00

END NORTHING

658856.92

658854.60

658843.59

658838.73

END EASTING

1241415.00

1241494.95

1241505.25

1241649.01

BEARING

S84° 23' 40.09"E

S88° 20' 11.78"E

S43° 05' 20.92"E

S88° 03' 57.93"E

SOUTH SUNNYDALE RD NORTH STORM SEWER EXTENSION - ALIGNMENT

NUMBER

L11

START STATION

0+00.00

NORTHING

658793.12

EASTING

1241503.55

LENGTH

60.00

END STATION

0+60.00

END NORTHING

658853.08

END EASTING

1241505.57

BEARING

N01° 56' 02.07"E

CACTUS CT CULVERT CROSSING - ALIGNMENT

NUMBER

L12

START STATION

0+00.00

NORTHING

658795.15

EASTING

1241724.71

LENGTH

100.00

END STATION

1+00.00

END NORTHING

658791.78

END EASTING

1241824.65

BEARING

S88° 03' 57.93"E

BLUE BELLE CT CULVERT CROSSING - ALIGNMENT

NUMBER

L13

L14

L15

START STATION

0+00.00

0+10.97

0+88.46

NORTHING

658846.89

658854.15

658910.42

EASTING

1242288.53

1242296.76

1242350.03

LENGTH

10.97

77.49

11.46

END STATION

0+10.97

0+88.46

0+99.92

END NORTHING

658854.15

658910.42

658919.08

END EASTING

1242296.76

1242350.03

1242357.53

BEARING

N48° 35' 28.46"E

N43° 25' 55.76"E

N40° 51' 38.93"E

W SUNNYDALE CROSSING (BLUE BELLE CT) - ALIGNMENT

NUMBER

L16

START STATION

0+00.00

NORTHING

658905.46

EASTING

1242374.57

LENGTH

100.00

END STATION

1+00.00

END NORTHING

658967.34

END EASTING

1242296.01

BEARING

N51° 46' 10.34"W

W SUNNYDALE OVERFLOW - ALIGNMENT

NUMBER

L17

START STATION

0+00.00

NORTHING

659043.44

EASTING

1242591.52

LENGTH

100.00

END STATION

1+00.00

END NORTHING

659143.39

END EASTING

1242594.64

BEARING

N01° 47' 14.29"E

POND #1 - STORM - ALIGNMENT

NUMBER

L18

START STATION

0+00.00

NORTHING

659019.71

EASTING

1242744.82

LENGTH

140.00

END STATION

1+40.00

END NORTHING

659159.52

END EASTING

1242752.22

BEARING

N03° 01' 50.24"E

SUNNYDALE CT CULVERT CROSSING - ALIGNMENT

NUMBER

L19

L20

START STATION

0+00.00

0+15.10

NORTHING

659029.18

659028.38

EASTING

1243436.14

1243451.23

LENGTH

15.10

84.90

END STATION

0+15.10

1+00.00

END NORTHING

659028.38

659019.59

END EASTING

1243451.23

1243535.67

BEARING

S86° 58' 09.76"E

S84° 03' 11.72"E

POND #2 - STORM - ALIGNMENT

NUMBER

L21

START STATION

0+00.00

NORTHING

658984.44

EASTING

1243634.65

LENGTH

120.00

END STATION

1+20.00

END NORTHING

659104.36

END EASTING

1243638.96

BEARING

N02° 03' 46.36"E

APARTMENT CULVERT - ALIGNMENT

NUMBER

L22

L23

L24

START STATION

0+00.00

0+10.00

0+95.00

NORTHING

659005.90

659005.76

659004.61

EASTING

1244021.68

1244031.68

1244116.67

LENGTH

10.00

85.00

5.00

END STATION

0+10.00

0+95.00

1+00.00

END NORTHING

659005.76

659004.61

659004.55

END EASTING

1244031.68

1244116.67

1244121.67

BEARING

S89° 13' 31.12"E

S89° 13' 31.12"E

S89° 13' 31.12"E

MAILBOX STORM CROSSING - ALIGNMENT

NUMBER

L25

L26

START STATION

0+00.00

0+05.00

NORTHING

659003.19

659003.13

EASTING

1244221.66

1244226.66

LENGTH

5.00

115.00

END STATION

0+05.00

1+20.00

END NORTHING

659003.13

658994.33

END EASTING

1244226.66

1244341.33

BEARING

S89° 13' 31.12"E

S85° 36' 51.50"E

ALIGNMENT DATA

C O

LO

R

P

LA

N S

- G R

EY

T

O

PO

.C

TB

WEST SUNNYDALE ROAD RECONSTRUCTION

BOX ELDER,

SOUTH DAKOTA SHEET NO:

SHEET NAME:JOB NUMBER: 25-020

SURVEYED BY: ALL ASPECTS INC.

SURVEY DATE:

DRAWN BY: NR

DESIGNED BY: RW

REVISIONS:

LOGO:

Towey Design Group, Inc.

147 Chisholm Drive Box Elder, SD 57719

V

V

V

V

16 DOOR

CLUSTER

MAILBOX

16 DOOR

CLUSTER

MAILBOX

V V

V

V

V

V

16 DOOR

CLUSTER

MAILBOX

16 DOOR

CLUSTER

MAILBOX

1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00

10+00

+0

+0

13+00

V

V V

FH

V

V V

FH

14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00

25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00

PROJECT OVERVIEW

M

AT

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L

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- 1

C O

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R

P

LA

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TB

WEST SUNNYDALE ROAD RECONSTRUCTION

BOX ELDER,

SOUTH DAKOTA SHEET NO:

SHEET NAME:JOB NUMBER: 25-020

SURVEYED BY: ALL ASPECTS INC.

SURVEY DATE:

DRAWN BY: NR

DESIGNED BY: RW

REVISIONS:

LOGO:

Towey Design Group, Inc.

147 Chisholm Drive Box Elder, SD 57719

605.600.3758TDG

2025.05.16

W SUNNYDALE ROAD

W SUNNYDALE ROAD

W SUNNYDALE ROAD

R

AD

AR

H

IL

L

R O

AD

BLU

E BELLE C

O U

R T

CROCUS COURT

SU

N

N

YD

AL

E

C O

U R

T

M

AT

C H

L

IN

E

- 2

M

AT

C H

L

IN

E

- 2

M

AT

C H

L

IN

E

- 1

1 PROPOSED STORM SEWER

PROPOSED CURB AND GUTTER

PROPOSED 8' WIDE ASPHALT PATH

PROPOSED GRAVEL DRIVEWAY

PROPOSED 28' WIDE ASPHALT ROAD

PROPOSED FLEXAMAT EROSION CONTROL

PROPOSED CONCRETE DRIVEWAY

PROPOSED TYPE B 2X3 INLET

PROPOSED TREE

NYLOPLAST DRAINAGE STRUCTURE

TEMPORARY EASEMENT

1 1

8.

' W

ID

E

AS

PH

AL

T

PA

TH

.0

0' W

ID

E

PA

VE

M

EN

T

SE

C

TI

O N

8.

' W

ID

E

AS

PH

AL

T

PA

TH

.0

0' W

ID

E

PA

VE

M

EN

T

SE

C

TI

O N

.0

0' W

ID

E

PA

VE

M

EN

T

SE

C

TI

O N

3 5

6 7

18 20

PROPERTY OWNERS - SEE TABLE ON SHEET 13#

8.

' W

ID

E

AS

PH

AL

T

PA

TH

-1.00% 0.90%

VP

I S

TA

+4 8.

EL

EV

1.

VCL 60.00' K 31.54

VP

I S

TA

+4

VP

I E

L

.1

VP

I O

FF

SE

T

0.

LP

+4

1.

, 3

0.

VP

C

S

TA

+1

VP

C E

L

.4

VP

T

ST

A

2+

VP

T

EL

0.

VCL 60.00' K 149.05

VP

I S

TA

+2

VP

I E

L

.7

VP

I O

FF

SE

T

0.

H

P 4+

.0

0, 1.

VP

C

S

TA

+9

VP

C E

L

.4

VP

T

ST

A

4+

VP

T

EL

1.

1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00

.1

.9

.9

.6

.7

.4

.5

.2

.3

.2

.2

.1

.3

.3

.4

.5

.6

.7

.8

.0

.0

.2

.1

.2

.3

.2

.5

.2

.7

.3

.8

.4

.9

.5

.0

.7

.1

V V

V SANITARY SEWER MAIN

STATION

2+16.44

OFFSET

2.73'R

ITEM DESC

EXISTING MH #1

STORM SEWER NOTES

STATION

2+30.87

2+41.54

2+41.54

3+71.35

4+85.21

OFFSET

28.66'L

23.00'R

18.00'L

18.00'L

23.00'R

INV: ELEV

Pipe - (212): 3066.87' - In Pipe - (213): 3066.87' - Out

Pipe - (215): 3067.12' - Out

Pipe - (213): 3066.95' - In Pipe - (216): 3067.45' - Out Pipe - (215): 3066.93' - In

Pipe - (216): 3068.39' - In

Pipe - (197): 3070.49' - In

ITEM DESC

18" 45° BEND

18" NYLOPLAST DRAINAGE STRUCTURE

30" NYLOPLAST DRAINAGE STRUCTURE

12" NYLOPLAST DRAINAGE STRUCTURE

18" FLARED END SECTION (1)

PLANTING PLAN

STATION

1+51.91

2+41.68

2+98.60

3+73.99

4+49.05

1+20.92

OFFSET

32'R

31'R

30'R

28'R

27'R

24'L

ITEM DESC

TREE TYPE 1

TREE TYPE 3

TREE TYPE 1

TREE TYPE 4

TREE TYPE 5

TREE TYPE 1

EXISTING 10" SEWER MAIN

EXISTING 6" WATER MAIN

WATER MAIN NOTES

STATION

1+63.59

2+22.55

4+84.60

OFFSET

25.83'L

23.94'L

22.63'L

T.O.P. ELEV

3061.00

3063.69

ITEM DESC

6" GATE VALVE

6" GATE VALVE

6" GATE VALVE

V V

V

16 DOOR

CLUSTER

MAILBOX

16 DOOR

CLUSTER

MAILBOX

EXISTING MH #1

1+00 2+00

3+00 4+00

5+00

BE

G

IN

S

TA

+0

18" CMP STORM PIPE

18" CMP STORM PIPE

" C

M P

ST

O

R M

P

IP

E

12" CMP STORM PIPE

30" NYLOPLAST DRAINAGE STRUCTURE

18" NYLOPLAST DRAINAGE STRUCTURE

12" NYLOPLAST DRAINAGE STRUCTURE

18" FLARED END SECTION (1)

24" CMP ARCH STORM PIPE

TREE TYPE 1

TREE TYPE 1

TREE TYPE 3

TREE TYPE 1

TREE TYPE 4

TREE TYPE 5

W. SUNNYDALE PLAN AND PROFILE

- 1+00-5+00

Key Map

M

AT

C H

L

IN

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- S

H

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T

C O

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R

P

LA

N S

- G R

EY

T

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.C

TB

WEST SUNNYDALE ROAD RECONSTRUCTION

BOX ELDER,

SOUTH DAKOTA SHEET NO:

SHEET NAME:JOB NUMBER: 25-020

SURVEYED BY: ALL ASPECTS INC.

SURVEY DATE:

DRAWN BY: NR

DESIGNED BY: RW

REVISIONS:

LOGO:

Towey Design Group, Inc.

147 Chisholm Drive Box Elder, SD 57719

605.600.3758TDG

2025.05.16

W SUNNYDALE ROAD

LOWER EXISTING SANITARY

SEWER MANHOLE #1 TO

PROPOSED GRADE

CONNECT TO EXISTING

STORM SEWER

EXISTING SANITARY SEWER MANHOLE #1

(LOWER EXISTING MANHOLE RIM ~0.12')

- CONTRACTOR TO FIELD VERIFY ENGINEERS REQUEST TO LOWER EXISTING MANHOLE #1.

- CONTRACTOR TO LOWER MANHOLE BY ~0.12' TO MATCH FINISHED GRADE SURFACE.

- REMOVE ADJUSTMENT RINGS AND MANHOLE FRAME AND COVER TO MATCH THE FINISHED

GRADE SURFACE.

- WRAP ALL MANHOLE JOINTS AND ADJUSTMENT RINGS WITH GATOR WRAP OR APPROVED EQUAL.

- TEST MANHOLE AS REQUIRED BY STANDARD SPECIFICATIONS.

.0

0' P

VM

T

SE

C

TI

O

N

PROPOSED DRIVEWAY

PROPOSED CURB AND GUTTER

PROPOSED ASPHALT

DRIVEWAY

EXISTING GRADE

FINISH GRADE

8.

' W

ID

E

AS

PH

AL

T

PA

TH

RAISE EXISTING VALVE ± 4.05'

RAISE EXISTING VALVE ± 2.71'

RAISE EXISTING VALVE ± 1.58'

PROJECT PLANT SCHEDULE

BOTANICAL NAME COMMON NAME QUANTITIES

TREE TYPE 1

GLEDITSIA TRIACANTHOSE INERMIS 'SKYCOLE' SKYLINE HONEY LOCUST

FLEDITSIA TRIACANTHOS INERMIS 'SUNCOLE' SUNBURST HONEY LOCUST

TILIA AMERICANA 'REDMOND' REDMOND AMERICAN LINDEN 3

TREE TYPE 2

ACER X FREEMANII 'JEFFERSRED' AUTUMN BLAZE FREEMAN MAPLE

ULMUS AMERICANA 'LEWIS & CLARK' PRAIRIE EXPEDITION ELM

FRAXIMINUS MADSHURICA 'MANCANA' MANCANA MANCHURIAN ASH 0

TREE TYPE 3

TILIA CORDATA 'GREENSPIRE' GREENSPIRE LITTLELEAF LINDEN

TILIA CORDATA X MONGOLICA 'HARVEST GOLD' HARVEST GOLD LINDEN

QUERCUS X BIMUNDORUM 'MIDWEST' PRAIRIE STATURE OAK 1

TREE TYPE 4

ACER NEGUNDO 'SENSATION' SENSATION BOX ELDER

GLEDITSIA TRIACANTHOSE INERMIS 'HARVE' NORTHERN ACCLAIM HONEY LOCUST

GLEDITSIA TRIANCANTHOS INERMIS 'IMPCOLE IMPERIAL HONEY LOCUST 1

TREE TYPE 5

CELTIS OCCIDENTALI HACKBERRY

GYMNOCCLADUS DIOICUS KENTUCKY COFFEETREE

ULMUS AMERICANA 'PRINCETON' PRINCETON ELM 1

30' X 4' FLEXAMAX STANDARD

30' X 4' FLEXAMAX STANDARD

REINSTALL CHAIN LINK FENCE

PROPERTY OWNERS - SEE TABLE ON SHEET 13#

3 5

2 4

5+00 5+20 5+40 5+60 5+80 6+00 6+20 6+40 6+60 6+80 7+00 7+20 7+40 7+60 7+80 8+00 8+20 8+40 8+60 8+80 9+00

.7

.1

.7

.2

.9

.3

.0

.4

.0

.5

.0

.6

.1

.7

.1

.8

.2

.9

.2

.0

.4

.1

.5

.2

.6

.3

.7

.4

.9

.5

.1

.6

.3

.7

.4

.8

.6

.9

.7

.9

.9

.0

0.50%

VCL 100.00' K 100.00

VP

I S

TA

+0

VP

I E

L

.1

VP

I O

FF

SE

T

0.

H

P 9+

.0

0, 4.

VP

C

S

TA

+5

VP

C E

L

.8

SANITARY SEWER MAIN

STATION

5+12.53

6+62.59

OFFSET

1.49'R

0.34'R

ITEM DESC

EXISTING MH #2

EXISTING MH #3

STORM SEWER NOTES

STATION

5+41.24

OFFSET

23.00'R

INV: ELEV

Pipe - (197): 3070.77' - Out

ITEM DESC

18" FLARED END SECTION (2)

PLANTING PLAN

STATION

5+99.09

6+73.78

7+86.74

OFFSET

29'R

30'R

30'R

ITEM DESC

TREE TYPE 5

TREE TYPE 3

TREE TYPE 4

WATER MAIN NOTES

STATION

6+84.62

OFFSET

32.57'L

T.O.P. ELEV

3063.10

ITEM DESC

6" GATE VALVE

EXISTING 10" SEWER MAIN

EXISTING 6" WATER MAIN

V

V

EXISTING MH #2

EXISTING MH #3

5+00 6+00

7+00 8+00

9+00

PC

S

TA

+4 0.

24" CMP ARCH STORM PIPE

18" FLARED END SECTION (2)

TREE TYPE 5

TREE TYPE 3

TREE TYPE 4 TREE TYPE 5

M

AT

C H

L

IN

E

- S

H

EE

T

M

AT

C H

L

IN

E

- S

H

EE

T

W. SUNNYDALE PLAN AND PROFILE

- 5+00-9+00

Key Map

C O

LO

R

P

LA

N S

- G R

EY

T

O

PO

.C

TB

WEST SUNNYDALE ROAD RECONSTRUCTION

BOX ELDER,

SOUTH DAKOTA SHEET NO:

SHEET NAME:JOB NUMBER: 25-020

SURVEYED BY: ALL ASPECTS INC.

SURVEY DATE:

DRAWN BY: NR

DESIGNED BY: RW

REVISIONS:

LOGO:

Towey Design Group, Inc.

147 Chisholm Drive Box Elder, SD 57719

605.600.3758TDG

2025.05.16

W SUNNYDALE ROAD

C

AC

TU

S

C O

U R

T

BL

U

E

BE

LL

E

C O

U R

T

EXISTING SANITARY SEWER MANHOLE #2

(RAISE EXISTING MANHOLE RIM ~0.34')

- CONTRACTOR TO FIELD VERIFY ENGINEERS REQUEST TO LOWER EXISTING MANHOLE #1.

- CONTRACTOR TO RAISE MANHOLE BY ~0.34' TO MATCH FINISHED GRADE SURFACE.

- REMOVE ADJUSTMENT RINGS AND MANHOLE FRAME AND COVER TO MATCH THE FINISHED

GRADE SURFACE.

- WRAP ALL MANHOLE JOINTS AND ADJUSTMENT RINGS WITH GATOR WRAP OR APPROVED EQUAL.

- TEST MANHOLE AS REQUIRED BY STANDARD SPECIFICATIONS.

EXISTING SANITARY SEWER MANHOLE #3

(RAISE EXISTING MANHOLE RIM ~0.73')

- CONTRACTOR TO FIELD VERIFY ENGINEERS REQUEST TO LOWER EXISTING MANHOLE #1.

- CONTRACTOR TO RAISE MANHOLE BY ~0.73' TO MATCH FINISHED GRADE SURFACE.

- REMOVE ADJUSTMENT RINGS AND MANHOLE FRAME AND COVER TO MATCH THE FINISHED

GRADE SURFACE.

- WRAP ALL MANHOLE JOINTS AND ADJUSTMENT RINGS WITH GATOR WRAP OR APPROVED EQUAL.

- TEST MANHOLE AS REQUIRED BY STANDARD SPECIFICATIONS.

RAISE EXISTING SANITARY

SEWER MANHOLE #2 TO

PROPOSED GRADE

RAISE EXISTING SANITARY

SEWER MANHOLE #3 TO

PROPOSED GRADE

.0

0' P

VM

T

SE

C

TI

O

N

8.

' A

SP

H

AL

T

PA

TH

PROPOSED GRAVEL DRIVEWAY

EXISTING GRADE

FINISH GRADE

PROPOSED TREE PROJECT PLANT SCHEDULE

BOTANICAL NAME COMMON NAME QUANTITIES

TREE TYPE 1

GLEDITSIA TRIACANTHOSE INERMIS 'SKYCOLE' SKYLINE HONEY LOCUST

FLEDITSIA TRIACANTHOS INERMIS 'SUNCOLE' SUNBURST HONEY LOCUST

TILIA AMERICANA 'REDMOND' REDMOND AMERICAN LINDEN 0

TREE TYPE 2

ACER X FREEMANII 'JEFFERSRED' AUTUMN BLAZE FREEMAN MAPLE

ULMUS AMERICANA 'LEWIS & CLARK' PRAIRIE EXPEDITION ELM

FRAXIMINUS MADSHURICA 'MANCANA' MANCANA MANCHURIAN ASH 0

TREE TYPE 3

TILIA CORDATA 'GREENSPIRE' GREENSPIRE LITTLELEAF LINDEN

TILIA CORDATA X MONGOLICA 'HARVEST GOLD' HARVEST GOLD LINDEN

QUERCUS X BIMUNDORUM 'MIDWEST' PRAIRIE STATURE OAK 2

TREE TYPE 4

ACER NEGUNDO 'SENSATION' SENSATION BOX ELDER

GLEDITSIA TRIACANTHOSE INERMIS 'HARVE' NORTHERN ACCLAIM HONEY LOCUST

GLEDITSIA TRIANCANTHOS INERMIS 'IMPCOLE IMPERIAL HONEY LOCUST 1

TREE TYPE 5

CELTIS OCCIDENTALI HACKBERRY

GYMNOCCLADUS DIOICUS KENTUCKY COFFEETREE

ULMUS AMERICANA 'PRINCETON' PRINCETON ELM 2

RAISE EXISTING VALVE ± 1.76'

PROPERTY OWNERS - SEE TABLE ON SHEET 13#

9+00 9+20 9+40 9+60 9+80 10+00 10+20 10+40 10+60 10+80 11+00 11+20 11+40 11+60 11+80 12+00 12+20 12+40 12+60 12+80 13+00

.9

.0

.0

.9

.1

.9

.1

.8

.9

.7

.8

.6

.7

.5

.7

.4

.6

.3

.5

.2

.4

.1

.4

.1

.3

.1

.3

.2

.3

.3

.3

.4

.3

.5

.2

.6

.1

.7

.1

.8

.2

.9

0.50%-0.50%

VCL 100.00' K 100.00

VP

I S

TA

1+

VP

I E

L

.0

VP

I O

FF

SE

T

0.

LP

1+

.0

0, 3.

VP

C

S

TA

0+

VP

C E

L

.2

VP

T

ST

A

+7

VP

T

EL

3.

VP

C

S

TA

2+

VP

C E

L

.8

VCL 100.00' K 100.00

VP

I S

TA

+0

VP

I E

L

.1

VP

I O

FF

SE

T

0.

H

P 9+

.0

0, 4.

VP

T

ST

A

9+

VP

T

EL

3.

V

SANITARY SEWER MAIN

STATION

9+05.74

10+69.15

12+51.37

OFFSET

9.67'R

3.31'L

5.34'L

ITEM DESC

EXISTING MH #4

EXISTING MH #5

EXISTING MH #6

24" ARCH STORM PIPE CROSSING

STORM SEWER NOTES

STATION

10+40.64

11+02.80

11+20.00

11+20.00

11+20.00

OFFSET

22.68'R

26.43'R

31.93'L

15.66'L

19.01'R

INV: ELEV

Pipe - (208): 3072.01' - Out

Pipe - (208): 3071.17' - In

Pipe - (201) (1): 3070.69' - In

Pipe - (201): 3070.77' - In Pipe - (201) (1): 3070.77' - Out

Pipe - (201): 3070.94' - Out

ITEM DESC

18" FLARED END SECTION (3)

18" FLARED END SECTION (4)

18" FLARED END SECTION (6)

TYPE B 2X3 (1)

18" FLARED END SECTION (5)

PLANTING PLAN

STATION

9+51.09

10+27.82

11+33.09

11+98.81

11+49.58

10+80.52

12+74.42

OFFSET

32'R

28'R

25'R

26'R

35'L

37'L

27'R

ITEM DESC

TREE TYPE 1

TREE TYPE 1

TREE TYPE 4

TREE TYPE 4

TREE TYPE 2

TREE TYPE 2

TREE TYPE 4

WATER MAIN NOTES

STATION

10+98.59

OFFSET

30.74'L

T.O.P. ELEV ITEM DESC

6" GATE VALVE

EXISTING 6" WATER MAIN

EXISTING 10" SEWER MAIN

V

EXISTING MH #4

EXISTING MH #5

EXISTING MH #6

9+00

10+00

11+00

12+00

13+00

PT

S

TA

0+

.2

PC

S

TA

2+

.4

18" FLARED END SECTION (3)

18" FLARED END SECTION (4)

18" FLARED END SECTION (5)

TYPE B 2X3 (1)

18" FLARED END SECTION (6)

18" CMP STORM PIPE

" C

M P

ST

O

R M

P

IP

E

18" CMP STORM PIPE

TREE TYPE 1

TREE TYPE 1

TREE TYPE 4

TREE TYPE 4

TREE TYPE 2

TREE TYPE 2

TREE TYPE 4

M

AT

C H

L

IN

E

- S

H

EE

T

M

AT

C H

L

IN

E

- S

H

EE

T

W. SUNNYDALE PLAN AND PROFILE

- 9+00-13+00

Key Map

C O

LO

R

P

LA

N S

- G R

EY

T

O

PO

.C

TB

WEST SUNNYDALE ROAD RECONSTRUCTION

BOX ELDER,

SOUTH DAKOTA SHEET NO:

SHEET NAME:JOB NUMBER: 25-020

SURVEYED BY: ALL ASPECTS INC.

SURVEY DATE:

DRAWN BY: NR

DESIGNED BY: RW

REVISIONS:

LOGO:

Towey Design Group, Inc.

147 Chisholm Drive Box Elder, SD 57719

605.600.3758TDG

2025.05.16

C R

O C

U S C

O U

R T

W SUNNYDALE ROAD

RAISE EXISTING SANITARY

SEWER MANHOLE #4 TO

PROPOSED GRADE

EXISTING SANITARY SEWER MANHOLE #4

(RAISE EXISTING MANHOLE RIM ~0.26')

- CONTRACTOR TO FIELD VERIFY ENGINEERS REQUEST TO LOWER EXISTING MANHOLE #1.

- CONTRACTOR TO RAISE MANHOLE BY ~0.26' TO MATCH FINISHED GRADE SURFACE.

- REMOVE ADJUSTMENT RINGS AND MANHOLE FRAME AND COVER TO MATCH THE FINISHED

GRADE SURFACE.

- WRAP ALL MANHOLE JOINTS AND ADJUSTMENT RINGS WITH GATOR WRAP OR APPROVED EQUAL.

- TEST MANHOLE AS REQUIRED BY STANDARD SPECIFICATIONS.

EXISTING SANITARY SEWER MANHOLE #5

(LOWER EXISTING MANHOLE RIM ~0.50')

- CONTRACTOR TO FIELD VERIFY ENGINEERS REQUEST TO LOWER EXISTING MANHOLE #1.

- CONTRACTOR TO LOWER MANHOLE BY ~0.50' TO MATCH FINISHED GRADE SURFACE.

- REMOVE ADJUSTMENT RINGS AND MANHOLE FRAME AND COVER TO MATCH THE FINISHED

GRADE SURFACE.

- WRAP ALL MANHOLE JOINTS AND ADJUSTMENT RINGS WITH GATOR WRAP OR APPROVED EQUAL.

- TEST MANHOLE AS REQUIRED BY STANDARD SPECIFICATIONS.

LOWER EXISTING SANITARY

SEWER MANHOLE #5 TO

PROPOSED GRADE

28.00' PVM

T

SEC

TIO

N

8.00' ASPH

ALT

W

ALKIN

G

PATH

RAISE EXISTING SANITARY

SEWER MANHOLE #6 TO

PROPOSED GRADE

EXISTING SANITARY SEWER MANHOLE #6

(RAISE EXISTING MANHOLE RIM ~0.63')

- CONTRACTOR TO FIELD VERIFY ENGINEERS REQUEST TO LOWER EXISTING MANHOLE #1.

- CONTRACTOR TO RAISE MANHOLE BY ~0.63' TO MATCH FINISHED GRADE SURFACE.

- REMOVE ADJUSTMENT RINGS AND MANHOLE FRAME AND COVER TO MATCH THE FINISHED

GRADE SURFACE.

- WRAP ALL MANHOLE JOINTS AND ADJUSTMENT RINGS WITH GATOR WRAP OR APPROVED EQUAL.

- TEST MANHOLE AS REQUIRED BY STANDARD SPECIFICATIONS.

PROPOSED GRAVEL DRIVEWAY

EXISTING GRADE FINISH GRADE

PROPOSED CURB AND GUTTER

PROPOSED TREE

PROJECT PLANT SCHEDULE

BOTANICAL NAME COMMON NAME QUANTITIES

TREE TYPE 1

GLEDITSIA TRIACANTHOSE INERMIS 'SKYCOLE' SKYLINE HONEY LOCUST

FLEDITSIA TRIACANTHOS INERMIS 'SUNCOLE' SUNBURST HONEY LOCUST

TILIA AMERICANA 'REDMOND' REDMOND AMERICAN LINDEN 2

TREE TYPE 2

ACER X FREEMANII 'JEFFERSRED' AUTUMN BLAZE FREEMAN MAPLE

ULMUS AMERICANA 'LEWIS & CLARK' PRAIRIE EXPEDITION ELM

FRAXIMINUS MADSHURICA 'MANCANA' MANCANA MANCHURIAN ASH 2

TREE TYPE 3

TILIA CORDATA 'GREENSPIRE' GREENSPIRE LITTLELEAF LINDEN

TILIA CORDATA X MONGOLICA 'HARVEST GOLD' HARVEST GOLD LINDEN

QUERCUS X BIMUNDORUM 'MIDWEST' PRAIRIE STATURE OAK 0

TREE TYPE 4

ACER NEGUNDO 'SENSATION' SENSATION BOX ELDER

GLEDITSIA TRIACANTHOSE INERMIS 'HARVE' NORTHERN ACCLAIM HONEY LOCUST

GLEDITSIA TRIANCANTHOS INERMIS 'IMPCOLE IMPERIAL HONEY LOCUST 3

TREE TYPE 5

CELTIS OCCIDENTALI HACKBERRY

GYMNOCCLADUS DIOICUS KENTUCKY COFFEETREE

ULMUS AMERICANA 'PRINCETON' PRINCETON ELM 0

RAISE EXISTING VALVE ± 1.77'

PROPERTY OWNERS - SEE TABLE ON SHEET 13#

13+00 13+20 13+40 13+60 13+80 14+00 14+20 14+40 14+60 14+80 15+00 15+20 15+40 15+60 15+80 16+00 16+20 16+40 16+60 16+80 17+00

.2

.9

.3

.9

.4

.9

.3

.8

.5

.7

.5

.6

.5

.5

.5

.4

.4

.3

.4

.2

.3

.1

.3

.0

.2

.9

.2

.8

.1

.7

.1

.7

.1

.7

.1

.8

.1

.0

.0

.2

.0

.4

-0.50%

VCL 100.00' K 60.27

VP

I S

TA

6+

VP

I E

L

.5

VP

I O

FF

SE

T

0.

LP

6+

.1

4, 2.

VP

C

S

TA

5+

VP

C E

L

.7

VP

T

ST

A

+7

VP

T

EL

3.

VCL 60.00' K 60.00

VP

I S

TA

3+

VP

I E

L

.0

VP

I O

FF

SE

T

0.

H

P

+2 0.

, 3

3.

VP

T

ST

A

+5

VP

T

EL

3.

SANITARY SEWER MAIN

STATION

13+65.35

OFFSET

8.85'L

ITEM DESC

EXISTING MH #7

24" STORM PIPE CROSSING

24" STORM PIPE CROSSING24" STORM PIPE CROSSING

PLANTING PLAN

STATION

13+50.56

14+02.99

15+75.81

OFFSET

27'R

29'L

22'R

ITEM DESC

TREE TYPE 3

TREE TYPE 1

TREE TYPE 4

STORM SEWER NOTES

STATION

14+39.34

14+39.34

14+45.04

14+45.05

14+50.47

14+50.47

16+00.14

16+00.14

OFFSET

29.58'L

19.49'R

19.36'R

29.58'L

29.58'L

19.25'R

35.13'L

15.67'L

INV: ELEV

Pipe - (260): 3069.34' - In

Pipe - (260): 3070.55' - Out

Pipe - (210): 3070.69' - In

Pipe - (206): 3069.46' - In

Pipe - (261): 3069.34' - In

Pipe - (261): 3070.55' - Out

Pipe - (263): 3068.88' - In

Pipe - (263): 3069.26' - Out

ITEM DESC

24" FLARED END SECTION

24" FLARED END SECTION

24" FLARED END SECTION

24" FLARED END SECTION

24" FLARED END SECTION

24" FLARED END SECTION

18" FLARED END SECTION

TYPE B 2X3 (2)

EXISTING 6" WATER MAIN

EXISTING 10" SEWER MAIN

V

EXISTING MH #7

13+00

14+00 15+00 16+00 17+00

PT

S

TA

4+

.6

24" FLARED END SECTION

24" FLARED END SECTION

24" FLARED END SECTION

" C

M P

ST

O

R M

P

IP

E

" C M

P

ST

O R

M P

IP

E

" C

M P

ST

O

R M

P

IP

E

24" FLARED END SECTION

24" FLARED END SECTION24" FLARED END SECTION

TYPE B 2X3 (2)

18" CMP STORM PIPE

18" FLARED END SECTION

TREE TYPE 4

TREE TYPE 3

TREE TYPE 5

TREE TYPE 1

TREE TYPE 4

M

AT

C H

L

IN

E

- S

H

EE

T

M

AT

C H

L

IN

E

- S

H

EE

T

W. SUNNYDALE PLAN AND PROFILE

- 13+00-17+00

Key Map

C O

LO

R

P

LA

N S

- G R

EY

T

O

PO

.C

TB

WEST SUNNYDALE ROAD RECONSTRUCTION

BOX ELDER,

SOUTH DAKOTA SHEET NO:

SHEET NAME:JOB NUMBER: 25-020

SURVEYED BY: ALL ASPECTS INC.

SURVEY DATE:

DRAWN BY: NR

DESIGNED BY: RW

REVISIONS:

LOGO:

Towey Design Group, Inc.

147 Chisholm Drive Box Elder, SD 57719

605.600.3758TDG

2025.05.16

SUNFLO

W

ER CO

URT

W SUNNYDALE ROAD

EXISTING SANITARY SEWER MANHOLE #7

(RAISE EXISTING MANHOLE RIM ~0.34')

- CONTRACTOR TO FIELD VERIFY ENGINEERS REQUEST TO RAISE EXISTING MANHOLE #1.

- CONTRACTOR TO RAISE MANHOLE BY ~0.34' TO MATCH FINISHED GRADE SURFACE.

- REMOVE ADJUSTMENT RINGS AND MANHOLE FRAME AND COVER TO MATCH THE FINISHED

GRADE SURFACE.

- WRAP ALL MANHOLE JOINTS AND ADJUSTMENT RINGS WITH GATOR WRAP OR APPROVED EQUAL.

- TEST MANHOLE AS REQUIRED BY STANDARD SPECIFICATIONS.

RAISE EXISTING SANITARY

SEWER MANHOLE #7 TO

PROPOSED GRADE

PROPOSED GRAVEL DRIVEWAY

.0

0' P

VM

T

SE

C

TI

O

N

8.

AS

PH

AL

T W

AL

KI

N G

P

AT

H

EXISTING GRADE

FINISH GRADE

PROPOSED CURB AND GUTTER

PROPOSED TREE

10' X 16' FLEXAMAT STANDARD

20' X 16' FLEXAMAT STANDARD

30' X 16' FLEXAMAT STANDARD

PROJECT PLANT SCHEDULE

BOTANICAL NAME COMMON NAME QUANTITIES

TREE TYPE 1

GLEDITSIA TRIACANTHOSE INERMIS 'SKYCOLE' SKYLINE HONEY LOCUST

FLEDITSIA TRIACANTHOS INERMIS 'SUNCOLE' SUNBURST HONEY LOCUST

TILIA AMERICANA 'REDMOND' REDMOND AMERICAN LINDEN 1

TREE TYPE 2

ACER X FREEMANII 'JEFFERSRED' AUTUMN BLAZE FREEMAN MAPLE

ULMUS AMERICANA 'LEWIS & CLARK' PRAIRIE EXPEDITION ELM

FRAXIMINUS MADSHURICA 'MANCANA' MANCANA MANCHURIAN ASH 0

TREE TYPE 3

TILIA CORDATA 'GREENSPIRE' GREENSPIRE LITTLELEAF LINDEN

TILIA CORDATA X MONGOLICA 'HARVEST GOLD' HARVEST GOLD LINDEN

QUERCUS X BIMUNDORUM 'MIDWEST' PRAIRIE STATURE OAK 1

TREE TYPE 4

ACER NEGUNDO 'SENSATION' SENSATION BOX ELDER

GLEDITSIA TRIACANTHOSE INERMIS 'HARVE' NORTHERN ACCLAIM HONEY LOCUST

GLEDITSIA TRIANCANTHOS INERMIS 'IMPCOLE IMPERIAL HONEY LOCUST 2

TREE TYPE 5

CELTIS OCCIDENTALI HACKBERRY

GYMNOCCLADUS DIOICUS KENTUCKY COFFEETREE

ULMUS AMERICANA 'PRINCETON' PRINCETON ELM 0

PROPERTY OWNERS - SEE TABLE ON SHEET 13#

17+00 17+20 17+40 17+60 17+80 18+00 18+20 18+40 18+60 18+80 19+00 19+20 19+40 19+60 19+80 20+00 20+20 20+40 20+60 20+80 21+00

.0

.4

.2

.6

.4

.9

.6

.1

.8

.3

.0

.6

.2

.8

.4

.1

.6

.4

.8

.6

.1

.9

.4

.2

.7

.5

.0

.7

.3

.9

.5

.9

.5

.8

.4

.7

.3

.5

.9

.3

.5

.0

1.50% -0.80%

1.16%

VCL 100.00' K 293.33

VP

I S

TA

8+

VP

I E

L

.0

VP

I O

FF

SE

T

0.

LP

7+

.0

0, 4.

VP

C

S

TA

7+

VP

C E

L

.5

VP

T

ST

A

+9

VP

T

EL

5.

VP

C

S

TA

0+

VP

C E

L

.4

VCL 100.00' K 43.48

VP

I S

TA

9+

VP

I E

L

.1

VP

I O

FF

SE

T

0.

H

P

+9 5.

, 3

6.

VP

C

S

TA

9+

VP

C E

L

.4

VP

T

ST

A

+3

VP

T

EL

6.

VVV

SANITARY SEWER MAIN

STATION

17+62.51

OFFSET

1.45'R

ITEM DESC

EXISTING MH #8

PLANTING PLAN

STATION

17+26.00

18+43.28

18+62.01

19+50.16

20+28.09

OFFSET

22'R

22'R

49'L

43'R

43'R

ITEM DESC

TREE TYPE 4

TREE TYPE 1

TREE TYPE 5

TREE TYPE 4

TREE TYPE 1

EXISTING 6" WATER MAIN

EXISTING 10" SEWER MAIN

V V

FH

EXISTING MH #8

17+00 18+00 19+00 20+00 21+00

TREE TYPE 4 TREE TYPE 1

TREE TYPE 5

TREE TYPE 4

TREE TYPE 1

TREE TYPE 1

M

AT

C H

L

IN

E

- S

H

EE

T

M

AT

C H

L

IN

E

- S

H

EE

T

W. SUNNYDALE PLAN AND PROFILE

- 17+00-21+00

Key Map

C O

LO

R

P

LA

N S

- G R

EY

T

O

PO

.C

TB

WEST SUNNYDALE ROAD RECONSTRUCTION

BOX ELDER,

SOUTH DAKOTA SHEET NO:

SHEET NAME:JOB NUMBER: 25-020

SURVEYED BY: ALL ASPECTS INC.

SURVEY DATE:

DRAWN BY: NR

DESIGNED BY: RW

REVISIONS:

LOGO:

Towey Design Group, Inc.

147 Chisholm Drive Box Elder, SD 57719

605.600.3758TDG

2025.05.16

W SUNNYDALE ROAD

EXISTING SANITARY SEWER MANHOLE #8

(RAISE EXISTING MANHOLE RIM ~0.52')

- CONTRACTOR TO FIELD VERIFY ENGINEERS REQUEST TO LOWER EXISTING MANHOLE #1.

- CONTRACTOR TO RAISE MANHOLE BY ~0.52' TO MATCH FINISHED GRADE SURFACE.

- REMOVE ADJUSTMENT RINGS AND MANHOLE FRAME AND COVER TO MATCH THE FINISHED

GRADE SURFACE.

- WRAP ALL MANHOLE JOINTS AND ADJUSTMENT RINGS WITH GATOR WRAP OR APPROVED EQUAL.

- TEST MANHOLE AS REQUIRED BY STANDARD SPECIFICATIONS.

RAISE EXISTING SANITARY

SEWER MANHOLE #8 TO

PROPOSED GRADE

PROPOSED GRAVEL DRIVEWAY

.0

0' P

VM

T

SE

C

TI

O

N

8.

' A

SP

H

AL

T W

AL

KI

N G

P

AT

H

EXISTING GRADE

FINISH GRADE

PROPOSED CURB AND GUTTER

PROPOSED TREE

PROJECT PLANT SCHEDULE

BOTANICAL NAME COMMON NAME QUANTITIES

TREE TYPE 1

GLEDITSIA TRIACANTHOSE INERMIS 'SKYCOLE' SKYLINE HONEY LOCUST

FLEDITSIA TRIACANTHOS INERMIS 'SUNCOLE' SUNBURST HONEY LOCUST

TILIA AMERICANA 'REDMOND' REDMOND AMERICAN LINDEN 3

TREE TYPE 2

ACER X FREEMANII 'JEFFERSRED' AUTUMN BLAZE FREEMAN MAPLE

ULMUS AMERICANA 'LEWIS & CLARK' PRAIRIE EXPEDITION ELM

FRAXIMINUS MADSHURICA 'MANCANA' MANCANA MANCHURIAN ASH 0

TREE TYPE 3

TILIA CORDATA 'GREENSPIRE' GREENSPIRE LITTLELEAF LINDEN

TILIA CORDATA X MONGOLICA 'HARVEST GOLD' HARVEST GOLD LINDEN

QUERCUS X BIMUNDORUM 'MIDWEST' PRAIRIE STATURE OAK 0

TREE TYPE 4

ACER NEGUNDO 'SENSATION' SENSATION BOX ELDER

GLEDITSIA TRIACANTHOSE INERMIS 'HARVE' NORTHERN ACCLAIM HONEY LOCUST

GLEDITSIA TRIANCANTHOS INERMIS 'IMPCOLE IMPERIAL HONEY LOCUST 2

TREE TYPE 5

CELTIS OCCIDENTALI HACKBERRY

GYMNOCCLADUS DIOICUS KENTUCKY COFFEETREE

ULMUS AMERICANA 'PRINCETON' PRINCETON ELM 1

PROPERTY OWNERS - SEE TABLE ON SHEET 13#

17 1815

21+00 21+20 21+40 21+60 21+80 22+00 22+20 22+40 22+60 22+80 23+00 23+20 23+40 23+60 23+80 24+00 24+20 24+40 24+60 24+80 25+00

.5

.0

.9

.5

.3

.9

.5

.0

.5

.1

.4

.9

.2

.6

.8

.3

.4

.0

.9

.7

.7

.4

.5

.1

.5

.8

.5

.7

.5

.8

.8

.1

.1

.7

.8

.4

.5

.2

.4

.0

.4

.0

-6.55%

-1.21%

VCL 100.00' K 18.73

VP

I S

TA

3+

VP

I E

L

.1

VP

I O

FF

SE

T

0.

LP

4+

.0

0, 9.

VP

C

S

TA

3+

VP

C E

L

.4

VP

T

ST

A

+3

VP

T

EL

9.

VCL 60.00' K 16.16

VP

I S

TA

5+

VP

I E

L

.7

VP

I O

FF

SE

T

0.

LP

4+

.5

9, 8.

VP

C

S

TA

4+

VP

C E

L

.0

VCL 140.00' K 24.35

VP

I S

TA

1+

VP

I E

L

.9

VP

I O

FF

SE

T

1.

H

P

+7 0.

, 3

6.

VP

T

ST

A

+1

VP

T

EL

1.

SANITARY SEWER MAIN

STATION

21+59.06

23+40.83

OFFSET

1.14'R

1.34'R

ITEM DESC

EXISTING MH #9

EXISTING MH #10

STORM SEWER NOTES

STATION

23+05.10

23+73.92

24+89.57

24+89.59

OFFSET

24.00'R

27.46'R

15.67'L

35.38'L

INV: ELEV

Pipe - (204): 3060.06' - Out

Pipe - (204): 3057.54' - In

Pipe - (264): 3055.52' - Out

Pipe - (264): 3055.14' - In

ITEM DESC

18" NYLOPLAST DRAINAGE STRUCTURE

18" FLARED END SECTION

TYPE B 2X3 (3)

18" FLARED END SECTION

PLANTING PLAN

STATION

21+56.93

21+01.43

21+76.44

22+51.46

23+23.00

23+98.98

24+78.31

OFFSET

44'L

44'R

43'R

46'R

51'R

46'R

47'R

ITEM DESC

TREE TYPE 5

TREE TYPE 1

TREE TYPE 2

TREE TYPE 1

TREE TYPE 3

TREE TYPE 2

TREE TYPE 1

EXISTING 6" WATER MAIN

EXISTING 10" SEWER MAIN

EXISTING MH #9

EXISTING MH #1021+00

22+00 23+00 24+00 25+00PC

S

TA

3+

.1

PT

S

TA

3+

.4

18" CMP STORM PIPE

18" FLARED END SECTION

18" NYLOPLAST DRAINAGE STRUCTURE

TREE TYPE 5

TREE TYPE 1

TREE TYPE 2

TREE TYPE 1

TREE TYPE 3 TREE TYPE 2 TREE TYPE 1

TYPE B 2X3 (3)

18" CMP STORM PIPE

18" FLARED END SECTION

M

AT

C H

L

IN

E

- S

H

EE

T

M

AT

C H

L

IN

E

- S

H

EE

T

W. SUNNYDALE PLAN AND PROFILE

- 21+00-25+00

Key Map

C O

LO

R

P

LA

N S

- G R

EY

T

O

PO

.C

TB

WEST SUNNYDALE ROAD RECONSTRUCTION

BOX ELDER,

SOUTH DAKOTA SHEET NO:

SHEET NAME:JOB NUMBER: 25-020

SURVEYED BY: ALL ASPECTS INC.

SURVEY DATE:

DRAWN BY: NR

DESIGNED BY: RW

REVISIONS:

LOGO:

Towey Design Group, Inc.

147 Chisholm Drive Box Elder, SD 57719

605.600.3758TDG

2025.05.16

W SUNNYDALE ROAD

SU

N

N

YD

AL

E

C O

U R

T

EXISTING SANITARY SEWER MANHOLE #9

(RAISE EXISTING MANHOLE RIM ~049')

- CONTRACTOR TO FIELD VERIFY ENGINEERS REQUEST TO LOWER EXISTING MANHOLE #1.

- CONTRACTOR TO RAISE MANHOLE BY ~0.49' TO MATCH FINISHED GRADE SURFACE.

- REMOVE ADJUSTMENT RINGS AND MANHOLE FRAME AND COVER TO MATCH THE FINISHED

GRADE SURFACE.

- WRAP ALL MANHOLE JOINTS AND ADJUSTMENT RINGS WITH GATOR WRAP OR APPROVED EQUAL.

- TEST MANHOLE AS REQUIRED BY STANDARD SPECIFICATIONS.

RAISE EXISTING SANITARY

SEWER MANHOLE #9 TO

PROPOSED GRADE

.0

0' P

VM

T

SE

C

TI

O

N

8.

' A

SP

H

AL

T W

AL

KI

N G

P

AT

H

PROPOSED GRAVEL DRIVEWAY

EXISTING GRADE

FINISH GRADE

PROPOSED TREE

20' X 16' FLEXAMAT STANDARD

PROJECT PLANT SCHEDULE

BOTANICAL NAME COMMON NAME QUANTITIES

TREE TYPE 1

GLEDITSIA TRIACANTHOSE INERMIS 'SKYCOLE' SKYLINE HONEY LOCUST

FLEDITSIA TRIACANTHOS INERMIS 'SUNCOLE' SUNBURST HONEY LOCUST

TILIA AMERICANA 'REDMOND' REDMOND AMERICAN LINDEN 2

TREE TYPE 2

ACER X FREEMANII 'JEFFERSRED' AUTUMN BLAZE FREEMAN MAPLE

ULMUS AMERICANA 'LEWIS & CLARK' PRAIRIE EXPEDITION ELM

FRAXIMINUS MADSHURICA 'MANCANA' MANCANA MANCHURIAN ASH 2

TREE TYPE 3

TILIA CORDATA 'GREENSPIRE' GREENSPIRE LITTLELEAF LINDEN

TILIA CORDATA X MONGOLICA 'HARVEST GOLD' HARVEST GOLD LINDEN

QUERCUS X BIMUNDORUM 'MIDWEST' PRAIRIE STATURE OAK 1

TREE TYPE 4

ACER NEGUNDO 'SENSATION' SENSATION BOX ELDER

GLEDITSIA TRIACANTHOSE INERMIS 'HARVE' NORTHERN ACCLAIM HONEY LOCUST

GLEDITSIA TRIANCANTHOS INERMIS 'IMPCOLE IMPERIAL HONEY LOCUST 0

TREE TYPE 5

CELTIS OCCIDENTALI HACKBERRY

GYMNOCCLADUS DIOICUS KENTUCKY COFFEETREE

ULMUS AMERICANA 'PRINCETON' PRINCETON ELM 1

PROPERTY OWNERS - SEE TABLE ON SHEET 13#

18 20 21

25+00 25+20 25+40 25+60 25+80 26+00 26+20 26+40 26+60 26+80 27+00 27+20 27+40 27+60 27+80 28+00 28+20 28+40 28+60 28+80 29+00

.4

.0

.8

.2

.2

.7

.6

.2

.1

.7

.7

.2

.3

.7

.7

.2

.1

.7

.4

.9

.5

.0

.3

.8

.8

.6

.5

.4

.2

.2

.0

.0

.8

.8

.7

.6

.5

.3

.4

.0

.3

.7

-1.00%

2.50%

VCL 60.00' K 16.16

VP

I S

TA

5+

VP

I E

L

.7

VP

I O

FF

SE

T

0.

LP

4+

.5

9, 8.

VP

T

ST

A

+3

VP

T

EL

9.

VCL 60.00' K 17.14

VP

I S

TA

6+

VP

I E

L

.2

VP

I O

FF

SE

T

0.

H

P

+9 2.

, 3

3.

VP

C

S

TA

6+

VP

C E

L

.4

VP

T

ST

A

+1

VP

T

EL

2.

VCL 60.00' K 85.95

VP

I S

TA

8+

VP

I E

L

.4

VP

I O

FF

SE

T

0.

H

P

+3 0.

, 3

1.

VP

C

S

TA

8+

VP

C E

L

.7

VP

T

ST

A

+9

VP

T

EL

0.

SANITARY SEWER MAIN

STATION

27+69.30

OFFSET

2.84'R

ITEM DESC

EXISTING MH #11

STORM SEWER NOTES

STATION

28+90.84

OFFSET

29.00'R

INV: ELEV

Pipe - (202): 3058.50' - Out

ITEM DESC

18" FLARED END SECTION

PLANTING PLAN

STATION

25+51.46

26+25.60

27+01.06

27+75.51

28+49.99

28+93.28

OFFSET

46'R

47'R

47'R

48'R

51'R

49'R

ITEM DESC

TREE TYPE 5

TREE TYPE 2

TREE TYPE 5

TREE TYPE 5

TREE TYPE 3

TREE TYPE 3

EXISTING 6" WATER MAIN

EXISTING 10" SEWER MAIN

EXISTING MH #11

25+00 26+00 27+00 28+00 29+00PC

S

TA

6+

.5

PT

S

TA

6+

.7

18" FLARED END SECTION

18" CMP STORM PIPE

TREE TYPE 5 TREE TYPE 2

TREE TYPE 5 TREE TYPE 5 TREE TYPE 3

TREE TYPE 3

M

AT

C H

L

IN

E

- S

H

EE

T

M

AT

C H

L

IN

E

- S

H

EE

T

W. SUNNYDALE PLAN AND PROFILE

- 25+00-29+00

Key Map

C O

LO

R

P

LA

N S

- G R

EY

T

O

PO

.C

TB

WEST SUNNYDALE ROAD RECONSTRUCTION

BOX ELDER,

SOUTH DAKOTA SHEET NO:

SHEET NAME:JOB NUMBER: 25-020

SURVEYED BY: ALL ASPECTS INC.

SURVEY DATE:

DRAWN BY: NR

DESIGNED BY: RW

REVISIONS:

LOGO:

Towey Design Group, Inc.

147 Chisholm Drive Box Elder, SD 57719

605.600.3758TDG

2025.05.16

W SUNNYDALE ROAD

EXISTING SANITARY SEWER MANHOLE #11

(RAISE EXISTING MANHOLE RIM ~0.98')

- CONTRACTOR TO FIELD VERIFY ENGINEERS REQUEST TO LOWER EXISTING MANHOLE #11.

- CONTRACTOR TO RAISE MANHOLE BY ~0.98' TO MATCH FINISHED GRADE SURFACE.

- REMOVE ADJUSTMENT RINGS AND MANHOLE FRAME AND COVER TO MATCH THE FINISHED

GRADE SURFACE.

- WRAP ALL MANHOLE JOINTS AND ADJUSTMENT RINGS WITH GATOR WRAP OR APPROVED EQUAL.

- TEST MANHOLE AS REQUIRED BY STANDARD SPECIFICATIONS.

RAISE EXISTING SANITARY

SEWER MANHOLE #11 TO

PROPOSED GRADE

EXISTING GRADE

FINISH GRADE

PROPOSED GRAVEL DRIVEWAY

PROPOSED CURB AND GUTTER

.0

0' P

VM

T

SE

C

TI

O

N 8.

' A

SP

H

AL

T W

AL

KI

N G

P

AT

H

PROPOSED TREE

PROJECT PLANT SCHEDULE

BOTANICAL NAME COMMON NAME QUANTITIES

TREE TYPE 1

GLEDITSIA TRIACANTHOSE INERMIS 'SKYCOLE' SKYLINE HONEY LOCUST

FLEDITSIA TRIACANTHOS INERMIS 'SUNCOLE' SUNBURST HONEY LOCUST

TILIA AMERICANA 'REDMOND' REDMOND AMERICAN LINDEN 0

TREE TYPE 2

ACER X FREEMANII 'JEFFERSRED' AUTUMN BLAZE FREEMAN MAPLE

ULMUS AMERICANA 'LEWIS & CLARK' PRAIRIE EXPEDITION ELM

FRAXIMINUS MADSHURICA 'MANCANA' MANCANA MANCHURIAN ASH 1

TREE TYPE 3

TILIA CORDATA 'GREENSPIRE' GREENSPIRE LITTLELEAF LINDEN

TILIA CORDATA X MONGOLICA 'HARVEST GOLD' HARVEST GOLD LINDEN

QUERCUS X BIMUNDORUM 'MIDWEST' PRAIRIE STATURE OAK 2

TREE TYPE 4

ACER NEGUNDO 'SENSATION' SENSATION BOX ELDER

GLEDITSIA TRIACANTHOSE INERMIS 'HARVE' NORTHERN ACCLAIM HONEY LOCUST

GLEDITSIA TRIANCANTHOS INERMIS 'IMPCOLE IMPERIAL HONEY LOCUST 0

TREE TYPE 5

CELTIS OCCIDENTALI HACKBERRY

GYMNOCCLADUS DIOICUS KENTUCKY COFFEETREE

ULMUS AMERICANA 'PRINCETON' PRINCETON ELM 3

PROPERTY OWNERS - SEE TABLE ON SHEET 13#

22 24

21 2523

29+00 29+20 29+40 29+60 29+80 30+00 30+20 30+40 30+60 30+80 31+00 31+20 31+40 31+60 31+80 32+00 32+20 32+40 32+60 32+80 33+00

.3

.7

.1

.4

.6

.0

.2

.7

.6

.3

.2

.0

.8

.7

.5

.5

.4

.3

.4

.1

.5

.0

.4

.9

.2

.8

.3

.7

.4

.6

.4

.5

.4

.4

-1.70%

-0.50%

VP

I S

TA

2+

.5

EL

EV

7.

VCL 100.00' K 83.47

VP

I S

TA

0+

VP

I E

L

.3

VP

I O

FF

SE

T

0.

LP

0+

.0

0, 8.

VP

C

S

TA

9+

VP

C E

L

.2

VP

T

ST

A

+9

VP

T

EL

8.

SANITARY SEWER MAIN

STATION

29+40.13

32+00.55

32+00.63

OFFSET

2.77'R

0.49'R

34.47'L

ITEM DESC

EXISTING MH #12

EXISTING MH #13

EXISTING MH #14

STORM SEWER NOTES

STATION

29+58.52

30+85.98

31+88.53

OFFSET

29.00'R

29.38'R

34.79'R

INV: ELEV

Pipe - (202): 3057.36' - In

Pipe - (262): 3055.78' - Out

Pipe - (262): 3054.08' - In

ITEM DESC

18" FLARED END SECTION

18" FLARED END SECTION

18" FLARED END SECTION

EXISTING 48" STORM PIPE CROSSING

PLANTING PLAN

STATION

30+01.97

30+74.48

31+75.45

31+61.27

32+13.68

OFFSET

53'R

54'R

40'R

35'L

33'L

ITEM DESC

TREE TYPE 2

TREE TYPE 2

TREE TYPE 4

TREE TYPE 3

TREE TYPE 4

EXISTING 6" WATER MAIN

EXISTING 10" SEWER MAIN

EXISTING MH #12

EXISTING MH #13 33+00

29+00 30+00 31+00

32+00PC

S

TA

1+

.6

PT

S

TA

1+

.2

EN

D

S

TA

3+

18…