CV03-CV04-69232-2300-pln_BID-updated2.pdf

6 MB Posted

Attached to
HMA Pavement- County Projects (2026)
Solicitation number
2026-RFB-012
Issued by
Dane County, Mattoon Village, Wisconsin

About this file

Written by GovTribe AI ·

This is a technical plan document for a county highway reconstruction project prepared by Dane County, Wisconsin, detailing the design and construction specifications for County Highway (CTH) CV from State Highway 19 to Vinburn Road, approximately 2.98 miles in length. The project encompasses comprehensive roadway improvements including the replacement of multiple culverts (CV03 and CV04 structures), installation of storm sewer systems, construction of retaining walls at Maple Lane and 4th Street, addition of turn lanes with bicycle accommodations, removal and replacement of existing pavement through pulverization and relay of 5.5 inches of asphaltic material, and placement of new Hot Mix Asphalt (HMA) pavement consisting of 1.75 inches of MT 58-28 H (upper) and 3.25 inches of MT 58-28 S (lower) courses. The project runs from Station 2+20 to Station 158+60, with typical cross-sections providing 11-foot lanes and 5-foot shoulders with varying slopes, and includes detailed erosion control measures, slope treatments, and utility coordination for water mains, sanitary sewers, storm sewers, natural gas, electric, fiber optic, and telecommunications facilities.

The plan documents identify specific work items including replacement of six culverts (CV03 0.203, CV03 0.591, CV03 0.650, CV03 0.743, CV03 1.258, and CV04 structures ranging from 0.071 to 1.277 miles), with elevations, pipe dimensions, materials (reinforced concrete horizontal elliptical pipes and aluminum box structures), and slope specifications precisely detailed in plan and profile sheets. Construction details specify pulverization and relay of existing asphaltic pavement totaling 72,650 square yards, installation of curb and gutter (30-inch Type D), segmental retaining wall systems with detailed block schedules, erosion control including silt fence, erosion logs, slope intercepts, and seeding with Seed Mix No. 40 and Class II Type C erosion matting. The contract is referenced as Project No. 69232-2300 under RFB 2026-RFB-012, with a bid deadline of February 26, 2026, at 2:00 p.m., and all asphaltic paving operations must be completed by November 18, 2026, with contractors required to begin work within ten calendar days of official notice and subject to liquidated damages of $200 per weekday for delays.

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Other files

File Type Posted
HMA_Pavement-_County_Projects_(2026)_(Addendum_#3_Revision).pdf PDF
26012-HMA_Pavement-_County_Projects_Attachment_updated_260223.xlsx XLSX spreadsheet
CTH_CV_-_Manholes_and_Valve_Boxes.pdf PDF
County_Highway_G_Plan.pdf PDF
HMA_Pavement-_County_Projects_(2026).pdf PDF
CTH_CV_-_Manholes_and_Valve_Boxes.pdf PDF
26012-HMA_Pavement-_County_Projects_-_Attachment_A.xlsx XLSX spreadsheet
County_Highway_G_Plan.pdf PDF

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CV

VINBURN RD

E

COUNTY PROJECT NUMBER

LAYOUT

SCALE

TOTAL NET LENGTH OF CENTERLINE =

CORPORATE LIMITS

PROPERTY LINE

LOT LINE

EXISTING RIGHT OF WAY

SLOPE INTERCEPT

COMBUSTIBLE FLUIDS

POWER POLE

TELEPHONE POLE

ORIGINAL GROUND

MARSH OR ROCK PROFILE

UTILITY PEDESTAL

GAS

ELECTRIC

G

E

T

PROPOSED OR NEW R/W LINE

CAUTION

WOODED OR SHRUB AREA

MARSH AREA

EXISTING CULVERT

PROPOSED CULVERT

(Box or Pipe)

CULVERT (Profile View)

CONVENTIONAL SYMBOLS

ROCK

(To be noted as such)

SS

W

SANSANITARY SEWER

STORM SEWER

WATER

COUNTY:

W

ITH:

PROJECT ID:

PLOT NAME : H:\ENGINEER\ACAD-DWG\PROJECT\CTH-CV\2025, CV03-CV04, STH 19 TO VINBURN\SHEETSPLAN\010101-TI.DWGFILE NAME : 3/6/2025 11:11 AMPLOT DATE : PLOT BY : SCHMID, CHARLENE

FOFIBER OPTIC

UTILITIESREFERENCE LINE

GRADE LINE

PROFILE

TELEPHONE

SPECIAL DITCH LABELLIMITED HIGHWAY EASEMENT

GRADE ELEVATION 95

.3

PLAN

300'EB'

69232-2300

DANE

1 MI

2.98 MI

HORIZONTAL POSITIONS SHOWN ON THIS PLAN ARE WISCONSIN

COORDINATE REFERENCE SYSTEM (WISCRS),

NAD83 ( ), IN U.S. SURVEY FEET. POSITIONS SHOWN ARE GRID

COORDINATES, GRID BEARINGS, AND GRID DISTANCES. GRID DISTANCES

ARE THE SAME AS GROUND DISTANCES.

ELEVATIONS ARE REFERENCED TO NAVD 88 ( ). GPS DERIVED

ELEVATIONS ARE BASED ON GEOID

DANE

YEAR

XX.

03/06/2025

MATTHEW COUEY

CHARLENE SCHMID, P.E.

END PROJECT

STA 158+60

BEGIN PROJECT

STA 2+20

R-10-E

R-10-E

T-9-NT-9-N

CLEMENT ABONGWA, P.E.

5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 115 120 125 130 135 140 145 150 155

EN

D PRO

JECT

W

IN

DSO

R RO

AD

BEG

IN

PRO

JECT

STH

DU

RAFO

RM

LN

G O

LF DR

G

RAY RD

IN

N

O

VATIO

N

DR

VIN

BU

RN

RO

AD

M

APLE LN

4TH

ST

CEDAR LN

KEN

W

O

RTH

DR

3RD ST

1ST ST

SH

O

PPIN

G

DRIVEW

AY

PARADISE CIR

O

AK SPRIN

G

S CIR

O

AK SPRIN

G

S CIR

DIAM

O

N

D DR

2N

D ST

W

IN

DSO

R CO

M M

O N

S AVE

STA 11+63

STA 32+04

STA 35+16

STA 40+09

STA 37+09

STA 47+65

STA 51+01

STA 67+34

STA 83+87

STA 98+78

STA 117+95 STA 147+93

CULVERT CV03 0.203

REPLACE

CULVERT CV03 0.591

REPLACE

CULVERT CV03 0.650

REPLACE

STORM SEWER

INSTALL LINER

CULVERT CV03 0.743

REPLACE BEAMGUARD

STORM SEWER

INSTALL LINER

STORM SEWER

REPLACE

TWIN CULVERT CV03 1.258

REPLACED BY VILLAGE

EXTEND WEST ENDS

CULVERT CV04 0.071

REMAIN IN PLACE

CULVERT CV04 0.347

REPLACE CULVERT CV04 0.711

REPLACE

CULVERT CV 04 1.277

REPLACE

STA 3+80

STORM SEWER

REPLACE

PIN

E CREST LN

LAKE W

IN

DSO

R

FITN

ESS DRIVEW

AY

WISDOT/CADDS SHEET 42

EHWY: COUNTY:

H:\ENGINEER\ACAD-DWG\PROJECT\CTH-CV\2025, CV03-CV04, STH 19 TO VINBURN\SHEETSPLAN\020201-PO.DWGFILE NAME : 8/29/2025 11:45 AMPLOT DATE : PLOT BY : SCHMID, CHARLENE

PROJECT NO:

PLOT NAME :

SHEET

PLOT SCALE : 1:1100 FT

69232-2300 CTH CV DANE PROJECT OVERVIEW

LAYOUT NAME - Plan 1 IN 1100 FT

- SB BYPASS LAN

E

- REPLACE CU

LVERT U

N

DER DU

RAFO

RM

LN

- REPLACE W

EST RETAIN

IN

G

W

ALL

- REM

O

VE EAST RETAIN

IN

G W

ALL

AN

D REG

RADE SLO

PE

- SB RIG

H

T TU

RN

LAN

E

- SB BICYCLE ACCO

M

M O

DATIO

N

S

- N

B LEFT TU

RN

LAN

E

- REPLACE CU

LVERT U

N

DER G

O

LF DR

- REPLACE RETAIN

IN

G W

ALL

- N

B RIG

H

T TU

RN

LAN

E

- N

B BICYCLE ACCO

M

M O

DATIO

N

S

- SB LEFT TU

RN

LAN

E

- N

B LEFT TU

RN

LAN

E

- SB BICYCLE ACCO

M M

O

DATIO

N S

- SB BICYCLE ACCO

M

M O

DATIO

N

S

- N

B BICYCLE ACCO

M M

O

DATIO

N S

2 %2 % 4 %4 %

2:1 TO 4:1 2:1 TO 4:1

VARIES VARIES

EXISTING TYPICAL SECTION CTH CV (STH 19 - VINBURN RD)

STA 2+20 - STA 158+60

4.5"-5" EXISTING ASPHALTIC PAVEMENT

4.5"-6.5" EXISTING CRUSHED AGGREGATE BASE COURSE

CL

11'4'-8' 1'-2'

11' 1'-2'

4'-8'

2'-4' FILL MATERIAL

2 %2 % 4 %4 %

2:1 TO 4:1 2:1 TO 4:1

VARIES VARIES

EXISTING TYPICAL CURBED SECTION CTH CV (STH 19 - VINBURN RD)

STA X+XX - STA X+XX

4.5"-5" EXISTING ASPHALTIC PAVEMENT

4.5"-6.5" EXISTING CRUSHED AGGREGATE BASE COURSE

CL

11'4'-8' 1'-2'

11'

1'-2' 4'-8'

2'-4' FILL MATERIAL

2'2'

WISDOT/CADDS SHEET 42

EHWY: COUNTY:

H:\ENGINEER\ACAD-DWG\PROJECT\CTH-CV\2025, CV03-CV04, STH 19 TO VINBURN\SHEETSPLAN\020301-TS.DWGFILE NAME : 2/10/2025 12:32 PMPLOT DATE : PLOT BY : SCHMID, CHARLENE

PROJECT NO:

PLOT NAME :

SHEET

PLOT SCALE : 1 IN:10 FT

69228-2300 TYPICAL SECTIONS

LAYOUT NAME - 01-10ft

CTH CV DANE

2 %2 % 4 %4 % 4:1 (TYP)

11' 11' 4'-8'4'-8'

2' 2'

4:1(TYP)

PROPOSED TYPICAL CURBED SECTION CTH CV (STH 19 - VINBURN RD)

STA X+XX - STA X+XX

PULVERIZE AND RELAY EXISTING

5.5" ASPHALTIC PAVEMENT

EXISTING 4.5"-6.5" CRUSHED AGGREGATE BASE COURSE

1.75" HMA PAVEMENT 4 MT 58-28 H (UPPER)

3.25" HMA PAVEMENT 3 MT 58-28 S (LOWER)

CL

SEED MIX NO. 40

EROSION MAT CLASS II TYPE C (TYP)

EXISTING 2'-4' FILL MATERIAL

2'2'

5.5" BASE AGGREGATE DENSE 3/4-INCH (TYP)

2 %2 % 4 %4 %

4:1 (TYP)

11' 11' 5'5'

2' 2'

4:1(TYP)

PROPOSED TYPICAL SECTION CTH CV (STH 19 - VINBURN RD)

STA 2+20 - STA 158+60

PULVERIZE AND RELAY EXISTING

5.5" ASPHALTIC PAVEMENT

EXISTING 4.5"-6.5" CRUSHED AGGREGATE BASE COURSE

1.75" HMA PAVEMENT 4 MT 58-28 H (UPPER)

3.25" HMA PAVEMENT 3 MT 58-28 S (LOWER) 5.5" BASE AGGREGATE DENSE 3/4-INCH (TYP)

CL

SEED MIX NO. 40

EROSION MAT CLASS II TYPE C (TYP)

EXISTING 2'-4' FILL MATERIAL

WISDOT/CADDS SHEET 42

EHWY: COUNTY:

H:\ENGINEER\ACAD-DWG\PROJECT\CTH-CV\2025, CV03-CV04, STH 19 TO VINBURN\SHEETSPLAN\020301-TS.DWGFILE NAME : 2/5/2026 7:39 AMPLOT DATE : PLOT BY : RICE, BRIAN

PROJECT NO:

PLOT NAME :

SHEET

PLOT SCALE : 1 IN:10 FT

69232-2300 CTH CV DANE

LAYOUT NAME - 02-10ft

TYPICAL SECTIONS

M H

M H

M H W

V W

V

OH OH OH OH OH OH OH OH OH OH OH OH OH

M H

W V

G V

G V

W V

W

VM

H

M H

M H W

V W

V

OH OH OH OH OH OH OH OH OH OH OH OH OH

M H

W V

G V

G V

W V

W V

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

29+00 30+00 31+00 32+00 33+00 34+00 35+00

M

HG

V

M H

W V

W

VM

H

G V

G G G G G G G

G

GGGGGGG

FO FO FO FO FO FO

FO

FO

G

FO

SAN SAN SAN SAN SAN SAN

OH OH OH W

V M

H

W V

W V

G G G G G G

G G G G G G

OH OH OH OH OH OH OH OH OH

SAN

FO FO FO FO FO

FO

FO

CTH CV

CV03 0.591

54-FEET CULVERT PIPE REINFORCED CONCRETE

HORIZONTAL ELLIPTICAL CLASS IV 19X30-INCH

2 APRON ENDWALLS FOR CULVERT PIPE REINFORCED

CONCRETE HORIZONTAL ELLIPTICAL CLASS IV 19X30-INCH

UPSTREAM STA. 31+91.48, 22.3' LT

UPSTREAM PROPOSED ELEV: 877.55

UPSTREAM EXISTING ELEV: 877.55

DOWNSTREAM STA. 32+18.10, 24.7' RT

DOWNSTREAM PROPOSED ELEV: 877.35

DOWNSTREAM EXISTING ELEV: 877.35

SLOPE INTERCEPTS (TYP.)

REMOVE EXISTING 18-INCH CMP

CE

DA

R

LN

5' 5'

EXISTING R/W (TYP.)

2'

EROSION LOGS (TYP.)

W

V

OHOHOHOHOHOH

W V

OHOHOHOHOHOH

96+00 97+00 98+00 99+00 100+00 101+00

W V

W W W W W W W W W W W

FO

G G G G G G G G G G G

SA

N

W

G

FO FO FO FO

FO FO FO FO FO

FO FO FO

FO

CTH CV

SLOPE INTERCEPTS (TYP.)

REMOVE EXISTING 48-INCH CMP

5' 5'

EXISTING R/W (TYP.)

CV04 0.347

88-FEET CULVERT PIPE CORRUGATED STEEL 60-INCH

UPSTREAM STA. 98+78.82, 46.05' RT

UPSTREAM PROPOSED ELEV: 888.55

UPSTREAM EXISTING ELEV: 888.55

DOWNSTREAM STA. 98+76.45, 46.92' LT

DOWNSTREAM PROPOSED ELEV: 887.85

DOWNSTREAM EXISTING ELEV: 887.85

2'

EROSION LOGS (TYP.)

PLOT SCALE : 1 IN:40 FT

69232-2300 CTH CV DANE CV03 0.591 & CV04 0.347 PLAN DETAIL

WISDOT/CADDS SHEET 44

EHWY: COUNTY:

H:\ENGINEER\ACAD-DWG\PROJECT\CTH-CV\2025, CV03-CV04, STH 19 TO VINBURN\SHEETSPLAN\021201-PD.DWGFILE NAME : 3/13/2025 1:36 PMPLOT DATE : PLOT BY : MISUN, MARK

PROJECT NO:

PLOT NAME :

SHEET

LAYOUT NAME - CV03 0.591 & CV04 0.347

M H

G U

Y G

U Y

G U

Y G

U Y

OH OH OH OH OH OH OH OH

O H

O H

O H

OH OH OH OH

M H

M H

G U

Y G

U Y

G U

Y G

U Y

OH OH OH OH OH OH OH OH

O H

O H

O H

OH OH OH OH

117+00 118+00 119+00

M H

FO

FO FO FO

FO

FO

FO

FO

FO FO FO FO

M H

FO

FO

FO FO FO FO

FO FO

FO

FOFOFOFO

FO

FO

FO

G G G G G G G G G

G G

G G

GGG

G

G

G

GG

GGGG

REMOVE EXISTING TWIN 60-INCH CMP STRUCTURE

5'

2'

REMOVE GUARDRAIL

EXISTING R/W (TYP.)

CTH CV 62.25'

11.33'

11.44'

CV04 0.711

STA. 117+94+78

62.0-FEET 11.33' X 7.17' ALUMINUM BOX STRUCTURE

DOWNSTREAM STA. 117+90.51, 30.83' LT

DOWNSTREAM PROPOSED ELEV: 883.03 (EMBEDDED 6-INCHES)

DOWNSTREAM EXISTING ELEV: 883.53

UPSTREAM STA. 117+99.05, 30.83' RT

UPSTREAM PROPOSED ELEV: 883.19 (EMBEDDED 6-INCHES)

UPSTREAM EXISTING ELEV: 883.69

CENTER OF PROPOSED CULVERT

5'

2' 9.00°'

WISDOT/CADDS SHEET 42

EHWY: COUNTY:

H:\ENGINEER\ACAD-DWG\PROJECT\CTH-CV\2025, CV03-CV04, STH 19 TO VINBURN\SHEETSPLAN\021201-PD.DWGFILE NAME : 3/13/2025 1:36 PMPLOT DATE : PLOT BY : MISUN, MARK

PROJECT NO:

PLOT NAME :

SHEET

PLOT SCALE : 1 IN:20 FT

69232-2300 CTH CV DANE CV04 0.711 PLAN DETAIL

LAYOUT NAME - CV04 0.711

7.

11.33'

13.50'

6.

32.00'

9.25'9.25'

HEADWALL VIEW

WINGWALL

TOE WALL

2.

INVERT

8.

11.33'X7.17' ALUMINUM BOX CULVERT

1.5' HEADER

EXISTING GROUND

INVERT

62.25'

7.

1.

5'

ROADWAY SURFACE

2.

TOE WALL

EM

BE

D 0.

5'

2 %2 % 3.

C/L

ROADWAY CROSS SECTION VIEW

10:1 10:1

WISDOT/CADDS SHEET 42

EHWY: COUNTY:

H:\ENGINEER\ACAD-DWG\PROJECT\CTH-CV\2025, CV03-CV04, STH 19 TO VINBURN\SHEETSPLAN\021201-PD.DWGFILE NAME : 3/13/2025 1:36 PMPLOT DATE : PLOT BY : MISUN, MARK

PROJECT NO:

PLOT NAME :

SHEET

PLOT SCALE : 1 IN:10 FT

69232-2300 CTH CV DANE CV04 0.711 CULVERT DETAIL

LAYOUT NAME - CV04 0.711 CULVERT DETAIL

M H

H OH OH OH OH OH OH OH OH OH OH OH OH

G V

W V W

V

E E

M H

M H

H OH OH OH OH OH OH OH OH OH OH OH OH

G V

W V W

V

E E

X X X X X X X X

145+00 146+00 147+00 148+00 149+00 150+00 151+00

M H

M H

W V W

V

G V

GGGGGGGGGGGG

G

FOFOFOFOFO

FOFOFOFOFOFOFO

O FO FO FO FO FO FO FO FO FO FO FO FO

OFOFOFOFOFOFOFOFOFOFOFOFO

N SAN SAN SAN SAN SAN SAN SAN SAN SAN

5' 5'

EXISTING R/W (TYP.)

CV04 1.277

48-FEET CULVERT PIPE REINFORCED CONCRETE

HORIZONTAL ELLIPTICAL 24X38-INCH

2 APRON ENDWALLS FOR CULVERT PIPE REINFORCED

CONCRETE HORIZONTAL ELLIPTICAL 24X38-INCH

UPSTREAM STA. 147+89.09, 23.24' LT

UPSTREAM PROPOSED ELEV: 919.94

UPSTREAM EXISTING ELEV: 920.44

DOWNSTREAM STA. 147+89.62, 24.76' RT

DOWNSTREAM PROPOSED ELEV: 918.68

DOWNSTREAM EXISTING ELEV: 918.68

2'

REMOVE EXISTING 24-INCH CMP

CV04 1.277

48-FEET CULVERT PIPE REINFORCED CONCRETE

HORIZONTAL ELLIPTICAL 24X38-INCH

2 APRON ENDWALLS FOR CULVERT PIPE REINFORCED

CONCRETE HORIZONTAL ELLIPTICAL 24X38-INCH

UPSTREAM STA. 147+95.64, 23.20' LT

UPSTREAM PROPOSED ELEV: 919.94

UPSTREAM EXISTING ELEV: 920.44

DOWNSTREAM STA. 147+96.17, 24.80' RT

DOWNSTREAM PROPOSED ELEV: 918.68

DOWNSTREAM EXISTING ELEV: 918.68

MEDIUM RIPRAP

CTH CV

O

AK

S

PR

IN

G S

CI

RC

LE

EROSION LOGS (TYP.)

SLOPE INTERCEPTS

(TYP.)

WISDOT/CADDS SHEET 42

EHWY: COUNTY:

H:\ENGINEER\ACAD-DWG\PROJECT\CTH-CV\2025, CV03-CV04, STH 19 TO VINBURN\SHEETSPLAN\021201-PD.DWGFILE NAME : 3/13/2025 1:36 PMPLOT DATE : PLOT BY : MISUN, MARK

PROJECT NO:

PLOT NAME :

SHEET

PLOT SCALE : 1 IN:40 FT

69232-2300 CTH CV DANE CV04 1.277 PLAN DETAIL

LAYOUT NAME - CV04 1.277

W V

W V

96+00 97+00 98+00 99+00 100+00 101+00

8.

H

YD W

V

1.

W V 25

0.

H

YD

W V

OHOHOHOHOHOH

W

G

FO

FO FO FO

FO FO FO FO FO

FO FO FO

FO

FO

G G G G G G G G G G G

W W W W W W W W W W W

SA

N

CTH CV

SLOPE INTERCEPTS (TYP.)

REMOVE EXISTING 48-INCH CMP

5' 5'

EXISTING R/W (TYP.)

2'

EROSION LOGS (TYP.)

COFFERDAM (TYP.)

BYPASS PUMPING

WISDOT/CADDS SHEET 42

EHWY: COUNTY:

H:\ENGINEER\ACAD-DWG\PROJECT\CTH-CV\2025, CV03-CV04, STH 19 TO VINBURN\SHEETSPLAN\022001-EC.DWGFILE NAME : 3/12/2025 7:55 AMPLOT DATE : PLOT BY : MISUN, MARK

PROJECT NO:

PLOT NAME :

SHEET

PLOT SCALE : 1 IN:40 FT

69232-2300 CTH CV DANE CV04 0.347 EROSION CONTROL

LAYOUT NAME - CV04 0.347

G U

Y G

U Y

G U

Y G

U Y

M H

M H

G U

Y G

U Y

G U

Y G

U Y

M H

M H

117+00 118+00 119+00

M H

M H

G U

Y G

U Y

G U

Y G

U Y

OH OH OH OH OH OH OH OH

O H

O H

O H

OH OH OH OH

FO

FO FO FO

FO

FO

FO

FO

GGG

G

G

G

GG

GGGG

FO FO FO FO

G G G G G G G G G

G G

G G

FOFOFOFO

FO

FO

FO

FO

FO

FO FO FO FO

FO FO

FO

REMOVE EXISTING TWIN 60-INCH CMP STRUCTURE

REMOVE GUARDRAIL

EXISTING R/W (TYP.)

CTH CV

SLOPE INTERCEPTS (TYP.)

SILT FENCE (TYP.)

BYPASS PUMPING

COFFERDAM (TYP.)

PLACE SEED MIX NO. 40 AND

EROSION MAT CLASS II TYPE C

ON GRADED AREAS (TYP.)

WISDOT/CADDS SHEET 42

EHWY: COUNTY:

H:\ENGINEER\ACAD-DWG\PROJECT\CTH-CV\2025, CV03-CV04, STH 19 TO VINBURN\SHEETSPLAN\022001-EC.DWGFILE NAME : 3/12/2025 7:55 AMPLOT DATE : PLOT BY : MISUN, MARK

PROJECT NO:

PLOT NAME :

SHEET

PLOT SCALE : 1 IN:20 FT

69232-2300 CTH CV DANE CV04 0.711 EROSION CONTROL

LAYOUT NAME - CV04 0.711

Y M

H

VLV

VLV

M

HW

V

W V

SS

SS

SS SS SS SS SS SS

G U

Y M

H

VLV

VLV

M

HW

V

W V

SS

SS

SS SS SS SS SS SS

X X X X X X X X

X

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

XXXXXXXXXXXXXXXXXXX

XXXXXXXXXXXXX

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

BP

: 1

+0 0.

PI

: 1

+9 2.

PI

: 2

+2 3.

PI

: 2

+5 7.

PI

: 3

+6 5.

PI

: 3

+8 9.

2+00 3+00 4+00 5+00 6+00 7+00

REPLACE STORM SEWER

UNDER CURB AND GUTTER

EXISTING R/W (TYP.)

W V

G U

Y

M H

M

H SSSSSS SS SS SS SS SS SS SS SS SS

SS

W V

G U

Y

M H

M

H SSSSSS SS SS SS SS SS SS SS SS SS

SS

XXXXXXXXXX

X X X X

XXXXXXXXXXXXX

X X X X X X X X X X X

YYYYYYYYYYYYYYYYYYYYYY

XXXXXXXXXXXXXXXXX

PI

: 8 +0

1.

PI

: 1

2+

.9

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

EXISTING R/W (TYP.)

CV03 0.203

49-FEET CULVERT PIPE REINFORCED CONCRETE HORIZONTAL ELLIPTICAL CLASS III 19X30-INCH 1 APRON ENDWALL FOR CULVERT PIPE REINFORCED CONCRETE HORIZONTAL ELLIPTICAL CLASS III 19X30-INCH

UPSTREAM STA. 11+63.67, 25.61' RT

UPSTREAM PROPOSED ELEV: 871.73

UPSTREAM EXISTING ELEV: 872.01

DOWNSTREAM STA. 11+63.17, 22.36' LT

DOWNSTREAM PROPOSED ELEV: 870.80

DOWNSTREAM EXISTING ELEV: 871.73

REPLACE

STORM SEWER

STA 11+63.40 CV

WISDOT/CADDS SHEET 44

EHWY: COUNTY:

H:\ENGINEER\ACAD-DWG\PROJECT\CTH-CV\2025, CV03-CV04, STH 19 TO VINBURN\SHEETSPLAN\022001-EC_COMBINED.DWGFILE NAME : 9/25/2025 11:42 AMPLOT DATE : PLOT BY : SCHMID, CHARLENE

PROJECT NO:

PLOT NAME :

SHEET

PLOT SCALE : 1 IN:40 FT

LAYOUT NAME - EC-1

69232-2300 CTH CV DANE EROSION CONTROL

W V

M H

OH OH OH OH OH OH

SSSSSSSS

W V

W V

M H

OH OH OH OH OH OH

SSSSSSSS

XXXXXXXXXXXXXXXXX

PI

: 1

2+

.9

PI

: 1

4+

.4

13+00 14+00 15+00 16+00 17+00 18+00

REPLACE STORM SEWER

EXISTING R/W (TYP.)

BEGIN STORM SEWER

W V W

V

W V

W V

G U

Y

W V

W V

W V

M H

OH OH OH OH OH OH OH OH OH OH OH OH

W V W

V

W V

W V

G U

Y

W V

W V

W V

M H

OH OH OH OH OH OH OH OH OH OH OH OH

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

XXXXXXXXXXXXXXXXXXXXXXXX

PI

: 1

9+

.0

PI

: 2

0+

.0

PI

: 2

2+

.7

PI

: 2

3+

.6

19+00 20+00 21+00 22+00 23+00 24+00

EXISTING R/W (TYP.)

KEN

W

O

RTH

DR

DU

RAFO

RM

LN

WISDOT/CADDS SHEET 44

EHWY: COUNTY:

H:\ENGINEER\ACAD-DWG\PROJECT\CTH-CV\2025, CV03-CV04, STH 19 TO VINBURN\SHEETSPLAN\022001-EC_COMBINED.DWGFILE NAME : 9/25/2025 11:42 AMPLOT DATE : PLOT BY : SCHMID, CHARLENE

PROJECT NO:

PLOT NAME :

SHEET

PLOT SCALE : 1 IN:40 FT

LAYOUT NAME - EC-2

G U

Y

M H

M H

OH OH OH OH OH OH OH OH OH OH OH OH OH

M H

G U

Y

M H

M H

OH OH OH OH OH OH OH OH OH OH OH OH OH

PI

: 2

3+

.6

PI

: 2

4+

.6

PI

: 2

5+

.9

PI

: 2

6+

.0

PI

: 2

7+

.5

PI

: 2

8+

.6

24+00 25+00 26+00 27+00 28+00 29+00 30+00

EXISTING R/W (TYP.)

M H

M H W

V W

V

OH OH OH OH OH OH OH OH OH OH OH OH OH

M H

M H W

V W

V

OH OH OH OH OH OH OH OH OH OH OH OH OH

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

PI

: 3

2+

.8

30+00 31+00 32+00 33+00 34+00 35+00 36+00CTH CV

REMOVE EXISTING 18-INCH CMP EXISTING R/W (TYP.)

5' 5'

2'

CEDAR LN

CV03 0.650

48-FEET CULVERT PIPE REINFORCED CONCRETE HORIZONTAL ELLIPTICAL CLASS III 19X30-INCH

2 APRON ENDWALLS FOR CULVERT PIPE REINFORCED CONCRETE HORIZONTAL ELLIPTICAL

CLASS IV 19X30-INCH

UPSTREAM STA. 35+09.81, 24.1' LT

UPSTREAM PROPOSED ELEV: 876.53

UPSTREAM EXISTING ELEV: 876.53

DOWNSTREAM STA. 35+22.30, 22.2' RT

DOWNSTREAM PROPOSED ELEV: 876.05

DOWNSTREAM EXISTING ELEV: 876.05

STA 32+04.20 CV

CV03 0.591

54-FEET CULVERT PIPE REINFORCED CONCRETE HORIZONTAL ELLIPTICAL CLASS IV 19X30-INCH 2 APRON ENDWALLS FOR CULVERT PIPE REINFORCED CONCRETE HORIZONTAL ELLIPTICAL CLASS IV 19X30-INCH

UPSTREAM STA. 31+91.48, 22.3' LT

UPSTREAM PROPOSED ELEV: 877.55

UPSTREAM EXISTING ELEV: 877.55

DOWNSTREAM STA. 32+18.10, 24.7' RT

DOWNSTREAM PROPOSED ELEV: 877.35

DOWNSTREAM EXISTING ELEV: 877.35

STA 35+16.48 CV

STA 35+30.36 CV

WISDOT/CADDS SHEET 44

EHWY: COUNTY:

H:\ENGINEER\ACAD-DWG\PROJECT\CTH-CV\2025, CV03-CV04, STH 19 TO VINBURN\SHEETSPLAN\022001-EC_COMBINED.DWGFILE NAME : 9/25/2025 11:42 AMPLOT DATE : PLOT BY : SCHMID, CHARLENE

PROJECT NO:

PLOT NAME :

SHEET

PLOT SCALE : 1 IN:40 FT

LAYOUT NAME - EC-3

OH OH OH OH OH OH OH OH OH OH OH OHOH OH OH OH OH OH OH OH OH OH OH OH

PI

: 3

7+

.4

36+00 37+00 38+00 39+00 40+00 41+00

30'

EXISTING R/W (TYP.)

CV03 0.743 (V-STRUCTURE)

UPDATE BEAMGUARD

SEE BEAMGUARD DETAIL SHEETCV03 EXISTING STORM SEWER (EX. 470 LF, 24-IN CMP)

INSTALL LINER

UPSTREAM -

EX. INV. ELEV: 875.96

STA 40+08.02 CVREMOVE 30 LF EXISTING 24-INCH CMP

INSTALL RIP RAP

.36 CV

W V

G U

Y G

U Y

W V

OH OH OH OH OH OH OH OH OH OH OH OH

W V

G U

Y G

U Y

W V

OH OH OH OH OH OH OH OH OH OH OH OH

XXXXXXXXXXXXXXX

PI

: 4

3+

.3

42+00 43+00 44+00 45+00 46+00 47+00

EXISTING STORM SEWER (EX. 540 LF, 18-INCH CMP)

INSTALL LINER

DOWNSTREAM -

EX. INV. ELEV: 882.39

PIN

E CREST LNEXISTING R/W (TYP.)

STA 45+63.40 CV

WISDOT/CADDS SHEET 44

EHWY: COUNTY:

H:\ENGINEER\ACAD-DWG\PROJECT\CTH-CV\2025, CV03-CV04, STH 19 TO VINBURN\SHEETSPLAN\022001-EC_COMBINED.DWGFILE NAME : 9/25/2025 11:43 AMPLOT DATE : PLOT BY : SCHMID, CHARLENE

PROJECT NO:

PLOT NAME :

SHEET

PLOT SCALE : 1 IN:40 FT

LAYOUT NAME - EC-4

W V

G U

Y G U

Y G

U Y

G U

Y

M H

W V

OH OH OH OH OH OH OH OH OH OH OH OH

O H

OH

OH

W V

W V

G U

Y G U

Y G

U Y

G U

Y

M H

W V

OH OH OH OH OH OH OH OH OH OH OH OH

O H

OH

OH

XXXXXXXX

PI

: 4

9+

.3

PI

: 5

1+

.9

PI

: 5

2+

.3

48+00 49+00 50+00 51+00 52+00 53+00

MP)

52-FEET CULVERT PIPE 18-INCH CMP + 10-FT CULVERT PIPE 18-INCH HDPE

2 INLET STRUCTURES

UPSTREAM STA. 51+02.04, 30.1' LT

UPSTREAM PROPOSED ELEV: 884.53

UPSTREAM EXISTING ELEV: 884.53

DOWNSTREAM STA. 50+99.52, 31.5' RT

DOWNSTREAM PROPOSED ELEV: 883.94

DOWNSTREAM EXISTING ELEV: 883.94

PIN

E CREST

LN EXISTING R/W (TYP.)

STA 51+00.81 CV

W V W

V W

V

G U

Y

M

HW

V

OH OH OH OH OH OH OH OH OH OH OH OH O

OH

OH

OH

OH

OH

G U

YFO FO FO FO FO

SI

RE

N

W V W

V W

V

G U

Y

M

HW

V

OH OH OH OH OH OH OH OH OH OH OH OH O

OH

OH

OH

OH

OH

G U

YFO FO FO FO FO

SI

RE

N

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

PI

: 5

4+

.0

PI

: 5

5+

.3

53+00 54+00 55+00 56+00 57+00 58+00 59+00

M

APLE LNEXISTING R/W (TYP.)

REPLACE EXISTING RETAINING WALL

(SEE MAPLE LANE RETAINING WALL DETAIL SHEET)

REMOVE EXISTING RETAINING WALL

GRADE AND INSTALL CURB AND GUTTER 30-INCH TYPE D

STA 56+36.51 CV

WISDOT/CADDS SHEET 44

EHWY: COUNTY:

H:\ENGINEER\ACAD-DWG\PROJECT\CTH-CV\2025, CV03-CV04, STH 19 TO VINBURN\SHEETSPLAN\022001-EC_COMBINED.DWGFILE NAME : 9/25/2025 11:43 AMPLOT DATE : PLOT BY : SCHMID, CHARLENE

PROJECT NO:

PLOT NAME :

SHEET

PLOT SCALE : 1 IN:40 FT

LAYOUT NAME - EC-5

Y G U

Y M H

G U

Y

W V

M H

OH OH OH OH OH OH OH OH OH OH OH OH OH

O H

G U

Y

OH

G U

Y G U

Y M H

G U

Y

W V

M H

OH OH OH OH OH OH OH OH OH OH OH OH OH

O H

G U

Y

OH

X X X X X X X X X X

59+00 60+00 61+00 62+00 63+00 64+00 65+00

W

IN

DSO

R CO

M M

O N

S A

G O

LF DR

EXISTING R/W (TYP.)

M H

G U

Y

OH OH OH OH OH

O H

OH OH OH OH OH OH OH OH

M H

G U

Y

OH OH OH OH OH

O H

OH OH OH OH OH OH OH OH

PI

: 6

5+

.1

PI

: 6

9+

.0

65+00 66+00 67+00 68+00 69+00 70+00

G O

LF DR

EXISTING R/W (TYP.)

259 SF OF WETLAND IMPACTS

CV03 1.258 (EX. 59 LF, DOUBLE SSPRC CLASS III 48-INCH)

PREVIOUSLY REPLACED BY VILLAGE

EXTEND WEST END FOR PROPOSED TURN LANE

STA 67+30.89 CV

STA 67+38.84 CV

WISDOT/CADDS SHEET 44

EHWY: COUNTY:

H:\ENGINEER\ACAD-DWG\PROJECT\CTH-CV\2025, CV03-CV04, STH 19 TO VINBURN\SHEETSPLAN\022001-EC_COMBINED.DWGFILE NAME : 9/25/2025 11:43 AMPLOT DATE : PLOT BY : SCHMID, CHARLENE

PROJECT NO:

PLOT NAME :

SHEET

PLOT SCALE : 1 IN:40 FT

LAYOUT NAME - EC-6

CPRC CLASS III 18-INCH

OH OH OH OH OH OH

H

OHOHOHOHOHOH OH OH OH OH OH

M H

OHOHOHOHOH

PI

: 7

4+

.0

71+00 72+00 73+00 74+00 75+00 76+00

EXISTING R/W (TYP.)

M H

W

VW

V

W V

OHOHOHOHOH

M H

W

VW

V

W V

OHOHOHOHOH

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

PI

: 7

9+

.9

77+00 78+00 79+00 80+00 81+00 82+00

W

IN

DSO

R RO

AD

EXISTING R/W (TYP.)

WISDOT/CADDS SHEET 44

EHWY: COUNTY:

H:\ENGINEER\ACAD-DWG\PROJECT\CTH-CV\2025, CV03-CV04, STH 19 TO VINBURN\SHEETSPLAN\022001-EC_COMBINED.DWGFILE NAME : 9/25/2025 11:43 AMPLOT DATE : PLOT BY : SCHMID, CHARLENE

PROJECT NO:

PLOT NAME :

SHEET

PLOT SCALE : 1 IN:40 FT

LAYOUT NAME - EC-7

MULTI-USE PATH

G U

Y G

U Y

W V

W V

M

HOH OH OH

M H

M H

M H

W V

G U

Y G

U Y

W V

W V

M

HOH OH OH

M H

M H

M H

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

XXXXXXXX

PI

: 8

4+

.6

82+00 83+00 84+00 85+00 86+00 87+00 88+00

1ST ST

EXISTING R/W (TYP.)

CV04 0.071 (EX. 44 LF, 42 IN X 29 IN CSP)

EXISTING TO REMAIN

2N

D ST

2N

D ST

STA 83+87.31 CV

G U

Y G

U Y

W V

G U

Y

M H

G U

Y G

U Y

W V

G U

Y

M H

X X X X X X X X

PI

: 8

8+

.7

PI

: 9

3+

.1

88+00 89+00 90+00 91+00 92+00 93+00 94+00

EXISTING R/W (TYP.)

3RD ST

4TH

ST

WISDOT/CADDS SHEET 44

EHWY: COUNTY:

H:\ENGINEER\ACAD-DWG\PROJECT\CTH-CV\2025, CV03-CV04, STH 19 TO VINBURN\SHEETSPLAN\022001-EC_COMBINED.DWGFILE NAME : 9/25/2025 11:43 AMPLOT DATE : PLOT BY : SCHMID, CHARLENE

PROJECT NO:

PLOT NAME :

SHEET

PLOT SCALE : 1 IN:40 FT

LAYOUT NAME - EC-8

MULTI-USE PATH

OHOH OHOH

: 9

3+

.1

PI

: 9

5+

.6

PI

: 9

6+

.4

PI

: 9

8+

.5

94+00 95+00 96+00 97+00 98+00 99+00 CTH CV

BYPASS PUMPING

CV04 0.347

88-FEET CULVERT PIPE REINFORCED CONCRETE CLASS III 60-INCH

UPSTREAM STA. 98+78.82, 46.05' RT

UPSTREAM PROPOSED ELEV: 888.55

UPSTREAM EXISTING ELEV: 888.55

DOWNSTREAM STA. 98+76.45, 46.92' LT

DOWNSTREAM PROPOSED ELEV: 887.85

DOWNSTREAM EXISTING ELEV: 887.85

REPLACE RETAINING WALL

(SEE 4TH STREET RETAINING WALL DETAIL SHEET)

COFFERDAM (TYP.)

REMOVE EXISTING

48-INCH CMP

4TH

ST

STA 93+95.33 CV

STA 98+77.65 CV

G U

Y

W V

OH OH OH OH OH OH

W V

OHOHOHOHOHOHOH

OH

G U

Y

W V

OH OH OH OH OH OH

W V

OHOHOHOHOHOHOH

OH

XXXXXXXX

PI

: 9

9+

.4

100+00 101+00 102+00 103+00 104+00 105+00V

5' 5'

2'

EXISTING R/W (TYP.)

O

INV. ELEV

PIP

DIAM

O

N

D DR

WISDOT/CADDS SHEET 44

EHWY: COUNTY:

H:\ENGINEER\ACAD-DWG\PROJECT\CTH-CV\2025, CV03-CV04, STH 19 TO VINBURN\SHEETSPLAN\022001-EC_COMBINED.DWGFILE NAME : 9/25/2025 11:43 AMPLOT DATE : PLOT BY : SCHMID, CHARLENE

PROJECT NO:

PLOT NAME :

SHEET

PLOT SCALE : 1 IN:40 FT

LAYOUT NAME - EC-9

Y

OH OH OH OH OH OH

M H

OH OH OH OH OH OHG

U

Y

OH OH OH OH OH OH

M H

OH OH OH OH OH OH

PI

: 1

+7

6.

106+00 107+00 108+00 109+00 110+00 111+00

EXISTING R/W (TYP.)

64 FEET CULVERT PIPE REINFORCED CONCRETE HORIZONTAL ELLIPTICAL CLASS III 19X30-INCH 2 APRON ENDWALLS FOR CULVERT PIPE REINFORCED CONCRETE HORIZONTAL ELLIPTICAL 19X30-INCH

STA. 107+36.89

OFFSET = 60.52' RT

INV. ELEVATION = 893.58

STA. 106+61.06

OFFSET = 65.67' RT

INV. ELEVATION = 894.00

PIPE SLOPE = 0.66%

G

RAY RD

M H

OH OH OH OH OH OH OH OH OH OH

H

OH

M H

OH OH OH OH OH OH OH OH OH OH

H

OH

PI

: 1

+4

3.

PI

: 1

+3

6.

111+00 112+00 113+00 114+00 115+00 116+00 117+00

EXISTING R/W (TYP.)

1873 SF OF WETLAND IMPACTS

IN

N

O

VATIO

N

DR

WISDOT/CADDS SHEET 44

EHWY: COUNTY:

H:\ENGINEER\ACAD-DWG\PROJECT\CTH-CV\2025, CV03-CV04, STH 19 TO VINBURN\SHEETSPLAN\022001-EC_COMBINED.DWGFILE NAME : 9/25/2025 11:44 AMPLOT DATE : PLOT BY : SCHMID, CHARLENE

PROJECT NO:

PLOT NAME :

SHEET

PLOT SCALE : 1 IN:40 FT

LAYOUT NAME - EC-10

ADDITIONAL LANE

M H

G U

Y G

U Y

G U

Y G

U Y

OH OH OH OH

O H

OH OH OH OH OH OH OH OH OH

M H

M H

G U

Y G

U Y

G U

Y G

U Y

OH OH OH OH

O H

OH OH OH OH OH OH OH OH OHPI

: 1

+1

0.

PI

: 1

+4

2.

117+00 118+00 119+00 120+00 121+00 122+00 123+00

COFFERDAM (TYP.)

CV04 0.711, STA. 117+94+78

62.0-FEET 11.33' X 7.17' ALUMINUM BOX STRUCTURE

DOWNSTREAM STA. 117+90.51, 30.83' LT

DOWNSTREAM PROPOSED ELEV: 883.03 (EMBEDDED 6-INCHES)

DOWNSTREAM EXISTING ELEV: 883.53

UPSTREAM STA. 117+99.05, 30.83' RT

UPSTREAM PROPOSED ELEV: 883.19 (EMBEDDED 6-INCHES)

UPSTREAM EXISTING ELEV: 883.69

7293 SF OF WETLAND IMPACTS

REMOVE EXISTING TWIN 60-INCH CMP STRUCTURE

REMOVE GUARDRAIL

EXISTING R/W (TYP.)

CTH CV

BYPASS PUMPING

4014 SF OF WETLAND IMPACTS

OH OH OH OH OH OH

W V

O H

OH OH OH OH OH OHOH OH OH OH OH OH

W V

O H

OH OH OH OH OH OHPI

: 1

+5

2.

PI

: 1

+6

2.

PI

: 1

+0

5.

123+00 124+00 125+00 126+00 127+00 128+00

EXISTING R/W (TYP.)

PARADISE CIR

WISDOT/CADDS SHEET 44

EHWY: COUNTY:

H:\ENGINEER\ACAD-DWG\PROJECT\CTH-CV\2025, CV03-CV04, STH 19 TO VINBURN\SHEETSPLAN\022001-EC_COMBINED.DWGFILE NAME : 9/25/2025 11:44 AMPLOT DATE : PLOT BY : SCHMID, CHARLENE

PROJECT NO:

PLOT NAME :

SHEET

PLOT SCALE : 1 IN:40 FT

LAYOUT NAME - EC-11

OH OH OH OH OH OH OH OH OH OH OH OHM

H

OH OH OH OH OH OH OH OH OH OH OH OH

X X X X X X X X X

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

129+00 130+00 131+00 132+00 133+00 134+00

EXISTING R/W (TYP.)

O

AK SPRIN

G

S CIR

O

AK SPRIN

G

S CIR

M H

OH OH OH OH OH OH OH OH OH OH OH OH OH

M H

OH OH OH OH OH OH OH OH OH OH OH OH OH

PI

: 1

+5

7.

PI

: 1

+0

1.

PI

: 1

+0

7.

135+00 136+00 137+00 138+00 139+00 140+00

EXISTING R/W (TYP.)

WISDOT/CADDS SHEET 44

EHWY: COUNTY:

H:\ENGINEER\ACAD-DWG\PROJECT\CTH-CV\2025, CV03-CV04, STH 19 TO VINBURN\SHEETSPLAN\022001-EC_COMBINED.DWGFILE NAME : 9/25/2025 11:44 AMPLOT DATE : PLOT BY : SCHMID, CHARLENE

PROJECT NO:

PLOT NAME :

SHEET

PLOT SCALE : 1 IN:40 FT

LAYOUT NAME - EC-12

OH OH OH OH OH OH OH OH OH OH OH OH OOH OH OH OH OH OH OH OH OH OH OH OH O

: 1

+1

1.

PI

: 1

+1

2.

PI

: 1

+6

6.

140+00 141+00 142+00 143+00 144+00 145+00 146+00

M H

M H

OH OH OH OH OH OH OH OH OH OH OH OH O

M H

M H

OH OH OH OH OH OH OH OH OH OH OH OH O

X X X X X X X X

146+00 147+00 148+00 149+00 150+00 151+00 152+00CTH CV

MEDIUM RIPRAP

5' 5'

2'

O

AK SPRIN

G

S CIR

CV04 1.277

48-FEET CULVERT PIPE REINFORCED CONCRETE HORIZONTAL ELLIPTICAL 24X38-INCH

2 APRON ENDWALLS FOR CULVERT PIPE REINFORCED CONCRETE HORIZONTAL ELLIPTICAL 24X38-INCH

UPSTREAM STA. 147+89.09, 23.24' LT

UPSTREAM PROPOSED ELEV: 919.94

UPSTREAM EXISTING ELEV: 920.44

DOWNSTREAM STA. 147+89.62, 24.76' RT

DOWNSTREAM PROPOSED ELEV: 918.68

DOWNSTREAM EXISTING ELEV: 918.68

CV04 1.277

48-FEET CULVERT PIPE REINFORCED CONCRETE HORIZONTAL ELLIPTICAL 24X38-INCH

2 APRON ENDWALLS FOR CULVERT PIPE REINFORCED CONCRETE HORIZONTAL ELLIPTICAL 24X38-INCH

UPSTREAM STA. 147+89.09, 23.24' LT

UPSTREAM PROPOSED ELEV: 919.94

UPSTREAM EXISTING ELEV: 920.44

DOWNSTREAM STA. 147+89.62, 24.76' RT

DOWNSTREAM PROPOSED ELEV: 918.68

DOWNSTREAM EXISTING ELEV: 918.68

REMOVE EXISTING 24-INCH CMP

STA 147+89.35 CV STA 147+95.91 CV

WISDOT/CADDS SHEET 44

EHWY: COUNTY:

H:\ENGINEER\ACAD-DWG\PROJECT\CTH-CV\2025, CV03-CV04, STH 19 TO VINBURN\SHEETSPLAN\022001-EC_COMBINED.DWGFILE NAME : 9/25/2025 11:44 AMPLOT DATE : PLOT BY : SCHMID, CHARLENE

PROJECT NO:

PLOT NAME :

SHEET

PLOT SCALE : 1 IN:40 FT

LAYOUT NAME - EC-13

V W V

W V

OH OH OH OH OH OH OH OH

W V W V

W V

OH OH OH OH OH OH OH OH

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

PI

: 1

+4

2.

PI

: 1

+4

0.

PI

: 1

+0

5.

152+00 153+00 154+00 155+00 156+00 157+00

EXISTING R/W (TYP.)

SH

O

PPIN

G

DRIVEW

AY

OHOH

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

PI

: 1

+0

5.

EP

: 1

+5

6.

155+00 156+00 157+00 158+00

EXISTING R/W (TYP.)

END PROJECT

VIN

BU

RN

RD

SH

O

PPIN

G

DRIVEW

AY

WISDOT/CADDS SHEET 44

EHWY: COUNTY:

H:\ENGINEER\ACAD-DWG\PROJECT\CTH-CV\2025, CV03-CV04, STH 19 TO VINBURN\SHEETSPLAN\022001-EC_COMBINED.DWGFILE NAME : 9/25/2025 11:44 AMPLOT DATE : PLOT BY : SCHMID, CHARLENE

PROJECT NO:

PLOT NAME :

SHEET

PLOT SCALE : 1 IN:40 FT

LAYOUT NAME - EC-14

Y M

H M

HW

V

W V

SS

SS

SS

SS SS SS SS SS SS SS SS

XXXXXXXXXXXXXXXXXXXXXXX

PI

: 2

+5 7.

PI

: 3

+6 5.

PI

: 3

+8 9.

36M H M

H W V

W V

G G

G G G G G

G G

G G

G

SAN

SAN

SAN

SAN

SAN

SAN SAN SAN SAN SAN SAN SAN SAN

G

G

G G G

FOFOFOFOFOFOFOFOFO

FO

FO

G G G G G G

FO FO FO FO

FO

FO

FO

EVERSTREAM

M G

E

M G

E

PI

: 2

+5 7.

PI

: 3

+6 5.

PI

: 3

+8 9.

2.0 STA 3+88.94, 23.41' LT

CATCH BASINS 5-H

1.0 STA 3+05.60, 53.39' LT

APRON ENDWALLS FOR CPRC 30-INCH

CTH CV

SSPRC CLASS III 30-INCH @ 1.65%, 90 LF

SSPRC CLASS III 30-INCH @ 0.83%, 214 LF

2.0

1.0

865.84

867.33

873.32

868.63

865.33

867.33

EXISTING SURFACEPROPOSED SURFACE

PLOT SCALE : 1 IN:20 FT

69232-2300 CTH CV DANE

WISDOT/CADDS SHEET 41

EHWY: COUNTY:

H:\ENGINEER\ACAD-DWG\PROJECT\CTH-CV\2025, CV03-CV04, STH 19 TO VINBURN\SHEETSPLAN\022501-SS.DWGFILE NAME : 10/20/2025 4:29 PMPLOT DATE : PLOT BY : RACH, JEREMY

PROJECT NO:

SHEET

PLOT NAME :

LAYOUT NAME - 01

STORM SEWER

HW

V

W V

W V

G

SS SS SS SS SS SS SS SS SS SS SS SS SS

W

VG

V

G U

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

XXXXXXXXXXXXXXXXXXXXXXXXXXX

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

XXXXXXXXXXXXXXXXXXXXXXXX

PI

: 8

+0 1.

W V

W

VG

VM

H W V

W V

G G G G G G G G G G G G G

SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN

OH OH OH OH OH OH OH OH OH OH OH OH

FOFO

FO

FO

FO

FOFOFOFO

FO

FOFOFO

FO FO FO FO FO FO FO FO FO FO FO FO FO

G G G G G G G G G G G G G

G G

G G

FO FO FO FO FO FO FO FO FO FO FO FOFO FO FO FO FO

FO

FO FO FO FO FO FO FO

FO FO FO FO FO FO FO FO FO FO FO FO

FO

FO

FO

EVERSTREAM

EVERSTREAM

EVERSTREAM

EVERSTREAM

EVERSTREAM

EVERSTREAM

PI

: 8

+0 1.

3.0 STA 6+03.12, 23.42' LT

CATCH BASINS 5-H

CTH CV

4.

869.11

874.79

867.11

SSPRC CLASS III 30-INCH @ 0.30%, 361 LF

3.0

869.11

8" WATERMAIN CROSSING

STA. 5+79

TOP OF WM = 868.52

BOTTOM OF SS = 868.62

8" WATERMAIN CROSSING

STA. 7+07 TOP OF WM = 869.90

BOTTOM OF SS = 869.11

8" SANITARY CROSSING

STA. 7+13

TOP OF SAN = 868.51

BOTTOM OF SS = 869.14

EXISTING SURFACEPROPOSED SURFACE

PLOT SCALE : 1 IN:20 FT

69232-2300 CTH CV DANE

WISDOT/CADDS SHEET 41

EHWY: COUNTY:

H:\ENGINEER\ACAD-DWG\PROJECT\CTH-CV\2025, CV03-CV04, STH 19 TO VINBURN\SHEETSPLAN\022501-SS.DWGFILE NAME : 10/20/2025 4:30 PMPLOT DATE : PLOT BY : RACH, JEREMY

PROJECT NO:

SHEET

PLOT NAME :

LAYOUT NAME - 02

H

M

HSS SS SS SS SS SS SS SS SS SS SS SS SS

W

M

HXXXXXXXXXXXXXXXXXXXXXXXXXX

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

M H

M H

M H

W

G G G G G G G G G G G G G

SAN SAN SAN

SA

N

SA

N

SAN

SAN

SAN SAN

SAN

SAN

SAN SAN SAN

OH OH OH OH OH OH OH OH OH OH OH OH

FO

FO

FO

FOFOFOFOFOFOFOFOFOFO

FO FO FO FO FO FO FO FO FO FO FO FO FO

G G G G G G G G G G G G G

FO FO FO FO FO

FO FO FO FO FO FO

FO

FO FO FO FO FO

FO FO FO FO FO FOFO FO FO FO FO FO FO FO FO FO FO FO

FO

FO

FO

EVERSTREAM

EVERSTREAM

EVERSTREAM

EVERSTREAM

EVERSTREAM

EVERSTREAM

4.0 STA 9+64.47, 23.42' LT

CATCH BASINS 6-H

CTH CV

870.19

875.44

868.19

SSPRCHE CLASS HE-III 24X38-INCH @ 0.37%, 199 LF

4.0

870.19

8" WATERMAIN CROSSING

STA. 8+66.50

TOP OF WM = 869.31

BOTTOM OF SS = 869.60

8" SANITARY CROSSING

STA. 8+78

TOP OF WM = 869.40

BOTTOM OF SS = 869.64

8" WATERMAIN CROSSING

STA. 10+80

TOP OF WM = 869.59

BOTTOM OF SS = 870.31

EXISTING SURFACE

PROPOSED SURFACE

PLOT SCALE : 1 IN:20 FT

69232-2300 CTH CV DANE

WISDOT/CADDS SHEET 41

EHWY: COUNTY:

H:\ENGINEER\ACAD-DWG\PROJECT\CTH-CV\2025, CV03-CV04, STH 19 TO VINBURN\SHEETSPLAN\022501-SS.DWGFILE NAME : 10/20/2025 4:30 PMPLOT DATE : PLOT BY : RACH, JEREMY

PROJECT NO:

SHEET

PLOT NAME :

LAYOUT NAME - 03

SSSSSSSSSSSSSSSSSS

SS SS SS SS

SS

W V

W V

M H

YYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYY

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

PI

: 1

2+

.9

M H

W V

W V

G G G G G G G G G G G G G

SAN SAN

SAN

SAN

SAN

SAN

SAN

OH OH OH OH OH OH OH OH OH OH OH OH

FO

FO

FO

FO

FO

FO

FOFO

FO

FO

FO

FO

FO

FO FO FO FO FO FO FO FO FO FO FO FO

FO

E E

E

G G G G G G G G G G G G G

FO FO FO FO FO FO FO FO FO

FO

FO FO

FO FO FO FO FO FO FO FO FO FO FO FO

EVERSTREAM

EVERSTREAM

EVERSTREAM

PI

: 1

2+

.9

5.0 STA 11+63.15, 23.42' LT

CATCH BASINS 7-H

5.1 STA 11+63.67, 25.46' RT

APRON ENDWALLS FOR CPRCHE 19x30-INCH

CTH CV

870.93

874.49

868.93

SSPRC CLASS III 18-INCH @ 0.48%, 258 LF

5.0

870.93

EXISTING SURFACE

PROPOSED SURFACE

PLOT SCALE : 1 IN:20 FT

69232-2300 CTH CV DANE

WISDOT/CADDS SHEET 41

EHWY: COUNTY:

H:\ENGINEER\ACAD-DWG\PROJECT\CTH-CV\2025, CV03-CV04, STH 19 TO VINBURN\SHEETSPLAN\022501-SS.DWGFILE NAME : 10/20/2025 4:30 PMPLOT DATE : PLOT BY : RACH, JEREMY

PROJECT NO:

SHEET

PLOT NAME :

LAYOUT NAME - 04

W V

M H

SSSSSSSSSSSSSS

W V

G V

XXXXXXXXXXXXXXXXXXXXXXXXX

PI

: 1

4+

.4 0M

H

G V

W V

W V W

V

G G G G G G G G G G G G G

G G

SAN

SAN

SAN

SAN

SAN

SAN

SAN SAN SAN SAN SAN SAN

OH OH OH OH OH OH OH OH OH OH OH OH

FOFOFOFO

FOFO

FO

FO

FO

FO

FO

FO

FO

FO FO FO FO FO

FO

FO FO FO FO FO FO FO

FO

FO

E

E

E

FO

FO

G G G G G G G G G G G G G

FO FO

FO

FO FO FO FO FO FO FO FO FO

FO FO FO FO FO FO FO FO FO FO FO FO

EVERSTREAM EVERSTREAM

PI

: 1

4+

.4

6.0 STA 14+20.57, 25.46' LT

APRON ENDWALLS FOR CPRC 18-INCH

CTH CV

6.0

872.16

EXISTING SURFACEPROPOSED SURFACE

PLOT SCALE : 1 IN:20 FT

69232-2300 CTH CV DANE

WISDOT/CADDS SHEET 41

EHWY: COUNTY:

H:\ENGINEER\ACAD-DWG\PROJECT\CTH-CV\2025, CV03-CV04, STH 19 TO VINBURN\SHEETSPLAN\022501-SS.DWGFILE NAME : 10/20/2025 4:30 PMPLOT DATE : PLOT BY : RACH, JEREMY

PROJECT NO:

SHEET

PLOT NAME :

LAYOUT NAME - 05

SSSSSSSSSSSSSSSSSS

SS SS SS SS

SS

W V

W V

M H

YYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYY

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

PI

: 1

2+

.9

M H

W V

W V

G G G G G G G G G G G G G

SAN SAN

SAN

SAN

SAN

SAN

SAN

OH OH OH OH OH OH OH OH OH OH OH OH

FO

FO

FO

FO

FO

FO

FOFO

FO

FO

FO

FO

FO

FO FO FO FO FO FO FO FO FO FO FO FO

FO

E E

E

G G G G G G G G G G G G G

FO FO FO FO FO FO FO FO FO

FO

FO FO

FO FO FO FO FO FO FO FO FO FO FO FO

EVERSTREAM

EVERSTREAM

EVERSTREAM

PI

: 1

2+

.9

5.0 STA 11+63.15, 23.42' LT

CATCH BASINS 7-H

5.1 STA 11+63.67, 25.46' RT

APRON ENDWALLS FOR CPRCHE 19x30-INCH

CTH CV

871.73

870.93

5.05.1

SSPRCHE CLASS HE-III 19X30-INCH @ 1.64%,49 LF

SSPRCHE CLASS HE-III 19X30-INCH @ 1.64%,49 LF

874.49

SSPRCHE CLASS HE-III 19X30-INCH @ 1.64%,49 LF

868.93

PROPOSED SURFACE

EXISTING SURFACE

PLOT SCALE : 1 IN:20 FT

69232-2300 CTH CV DANE

WISDOT/CADDS SHEET 41

EHWY: COUNTY:

H:\ENGINEER\ACAD-DWG\PROJECT\CTH-CV\2025, CV03-CV04, STH 19 TO VINBURN\SHEETSPLAN\022501-SS.DWGFILE NAME : 10/20/2025 4:30 PMPLOT DATE : PLOT BY : RACH, JEREMY

PROJECT NO:

SHEET

PLOT NAME :

LAYOUT NAME - 06

OH OH OH OH OH OH OH OH OH OH OH OH OH

WM

FO FO FO FO FO FO FO FO

FO FO FO FO FO

M W

G G G G G G G G G G G G

GGG

G

G

G G G G

G G G G G G G G G

OH OH OH OH OH OH OH OH OH OH OH OH OH

SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN

FO FO FO

FO FO FO FO FO

EVERSTREAM

EVERSTREAM

7.0 STA 35+30.72, 30.95' RT

APRON ENDWALLS FOR CPRC 24-INCH

8.0 STA ???, ???' ???

INLETS MEDIAN 1G-MS

CTH CV

875.55

875.96 875.55

873.55

879.47

SSP CLASS III-A 24-INCH @ 0.23%, 179 LF

8.0

7.0

PLOT SCALE : 1 IN:20 FT

69232-2300 CTH CV DANE

WISDOT/CADDS SHEET 41

EHWY: COUNTY:

H:\ENGINEER\ACAD-DWG\PROJECT\CTH-CV\2025, CV03-CV04, STH 19 TO VINBURN\SHEETSPLAN\022501-SS.DWGFILE NAME : 10/20/2025 4:30 PMPLOT DATE : PLOT BY : RACH, JEREMY

PROJECT NO:

SHEET

PLOT NAME :

LAYOUT NAME - 07

OH OH OH OH OH OH OH OH OH OH OH OH OHW

VW

PI

: 3 7+

.4

FO FO FO FO FO FO

FO

FO

FO FO FO FO FO FO FO

W

W V

G G G G G G G G G

G G

G

GGGGG

G G G G G

G

OH OH OH OH OH OH OH OH OH OH OH OH OH

AN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN

FO FO FO FO FO FO

FO

FO

FO FO FO FO FO FO FO

E E

E

EE

EVERSTREAM

EVERSTREAM

PI

: 3 7+

.4

1G-MS

9.0STA 39+99.03, 32.83' RT

APRON ENDWALLS FOR CPRC 24-INCH

CTH CV

873.98

SSP CLASS III-A 24-INCH @ 0.54%, 290 LF

876.23

9.0

PLOT SCALE : 1 IN:20 FT

69232-2300 CTH CV DANE

WISDOT/CADDS SHEET 41

EHWY: COUNTY:

H:\ENGINEER\ACAD-DWG\PROJECT\CTH-CV\2025, CV03-CV04, STH 19 TO VINBURN\SHEETSPLAN\022501-SS.DWGFILE NAME : 10/20/2025 4:30 PMPLOT DATE : PLOT BY : RACH, JEREMY

PROJECT NO:

SHEET

PLOT NAME :

LAYOUT NAME - 08

Y M

H

VLV

VLV

M

HW

V

W V

SS

SS

SS SS SS SS SS SS SS

W V W

VG

V

G U

Y X X X X X X X X

X

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

XXXXXXXXXXXXXXXXXXX

XXXXXXXXXXXXX

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

M H

W V W

VG

VM

H W V

W V

G G G G

G G G G G G

G

G G

SAN

SAN

SAN

SAN SAN SAN SAN SAN SAN SAN SAN

E

G

G

OH OH OH OH OH OH OH

FO

FOFO

FOFOFOFOFO

FO

FO FO

FO FO FO FO FO FO FO FO

G G G G G G G

G

G

FO

FO FO FO FO FO FO FO FO FO FOFO FO FO FO FO FO FO

FO FO FO FO FO FO FO FO

M H

W V W

VG

VM

H W V

W V

G G G G

G G G G G G

G

G G

SAN

SAN

SAN

SAN SAN SAN SAN SAN SAN SAN SAN

E

G

G

OH OH OH OH OH OH OH

FO

FOFO

FOFOFOFOFO

FO

FO FO

FO FO FO FO FO FO FO FO

G G G G G G G

G

G

FO

FO FO FO FO FO FO FO FO FO FOFO FO FO FO FO FO FO

FO FO FO FO FO FO FO FO

G U

Y M

H

VLV

VLV

M

HW

V

W V

SS

SS

SS SS SS SS SS SS SS

W V W

VG

V

G U

Y

PI

: 2 +5

7.

PI

: 3

+6 5.

PI

: 1

+9 2.

PI

: 2

+2 3.

PI

: 3

+8 9.

- REPLACE STORM SEWER

- CURB AND GUTTER 30-INCH TYPE D

EXISTING R/W (TYP.) EXISTING R/W

2+00 3+00 4+00 5+00 6+00 7+00

CURB AND GUTTER 30-INCH TYPE D

- REPLACE STORM SEWER

- CURB AND GUTTER 30-INCH TYPE D

W V

G U

Y

M H

M

H SSSSSS SS SS SS SS SS SS SS SS SS

SS

W V

W V

M H

W V

M H

W V

XXXXXXXXXX

X X X X X

XXXXXXXXXXXXX

X X X X X X X X X X X

YYYYYYYYYYYYYYYYYYYYYY

XXXXXXXXXXXXXXXX

M H

M H

M

HW

V

W V

M H

W V

W V

W V

G G G G G G G G G G G G G

SAN SAN SAN SAN

SA

N

SAN

SAN

SAN

SAN SAN

SAN

SAN

SAN

OH OH OH OH OH OH OH OH OH OH OH OH

FOFO

FO

FO

FOFOFOFOFO

FOFO

FO

FO FO FO FO FO FO FO FO FO FO FO FO FO

EG G G G G G G G G G G G

O FO FO FO FO FO FO FO FO FO FO FO FOFO FO FO FO FO FO FO FOFO FO FO FO FO FO FO FO FO FO FO FO

FO

M H

M H

M

HW

V

W V

M H

W V

W V

W V

G G G G G G G G G G G G G

SAN SAN SAN SAN

SA

N

SAN

SAN

SAN

SAN SAN

SAN

SAN

SAN

OH OH OH OH OH OH OH OH OH OH OH OH

FOFO

FO

FO

FOFOFOFOFO

FOFO

FO

FO FO FO FO FO FO FO FO FO FO FO FO FO

EG G G G G G G G G G G G

O FO FO FO FO FO FO FO FO FO FO FO FOFO FO FO FO FO FO FO FOFO FO FO FO FO FO FO FO FO FO FO FO

FO

W V

G U

Y

M H

M

H SSSSSS SS SS SS SS SS SS SS SS SS

SS

W V

W V

M H

W V

M H

W V

CV03 0.203

49-FEET CULVERT PIPE REINFORCED CONCRETE HORIZONTAL ELLIPTICAL CLASS III 19X30-INCH 1 APRON ENDWALL FOR CULVERT PIPE REINFORCED CONCRETE HORIZONTAL ELLIPTICAL CLASS III

UPSTREAM STA. 11+63.7, 31.6' RT

UPSTREAM PROPOSED ELEV: 871.73

UPSTREAM EXISTING ELEV: 872.01

DOWNSTREAM STA. 11+63.2, 22.3' LT

DOWNSTREAM PROPOSED ELEV: 870.80

DOWNSTREAM EXISTING ELEV: 871.73

STA 11+62.17 CV

PI

: 8

+0 1.

PI

: 1

2+

.9

EXISTING R/W (TYP.)

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

- REPLACE STORM SEWER

- CURB AND GUTTER 30-INCH TYPE D

WISDOT/CADDS SHEET 44

EHWY: COUNTY:

H:\ENGINEER\ACAD-DWG\PROJECT\CTH-CV\2025, CV03-CV04, STH 19 TO VINBURN\SHEETSPLAN\050201-PN.DWGFILE NAME : 10/21/2025 5:40 AMPLOT DATE : PLOT BY : SCHMID, CHARLENE

PROJECT NO:

PLOT NAME :

SHEET

PLOT SCALE : 1 IN:40 FT

LAYOUT NAME - 01

69232-2300 CTH CV DANE PLAN SHEETS

W V

M H

OH OH OH OH OH OH OH

SSSSSS

W

VW

V

M H

W V

G V

X

M H

G V

W V

W V W

V W V

W V

M H

G G G G G G G G G G G G

GG

G

SAN

SAN

SAN

SAN SAN SAN SAN SAN SAN SAN SAN SAN

OH OH OH OH OH OH OH OH OH OH

OFOFOFOFO

FO

FOFOFOFO

FO

FO

FO

FO

FO FO FO FO FO FO FO FO FO FO FO FOFO FO FO

FO FO FO FO

FOEFO

G G G G G G G G G G G G G

OH OHFO

FO FO FO FO FO FO FO FO FO FO FO FO

FO FO FO FO FO FO FO FO FO FO FO FO FO

M H

G V

W V

W V W

V W V

W V

M H

G G G G G G G G G G G G

GG

G

SAN

SAN

SAN

SAN SAN SAN SAN SAN SAN SAN SAN SAN

OH OH OH OH OH OH OH OH OH OH

OFOFOFOFO

FO

FOFOFOFO

FO

FO

FO

FO

FO FO FO FO FO FO FO FO FO FO FO FOFO FO FO

FO FO FO FO

FOEFO

G G G G G G G G G G G G G

OH OHFO

FO FO FO FO FO FO FO FO FO FO FO FO

FO FO FO FO FO FO FO FO FO FO FO FO FOW

V

W V

M H

OH OH OH OH OH OH OH

SSSSSS

W

VW

V

M H

W V

G V

PI

: 1

4+

.4

BEGIN STORM SEWER

EXISTING R/W (TYP.)

13+00 14+00 15+00 16+00 17+00 18+00 19+00

- REPLACE STORM SEWER

- CURB AND GUTTER 30-INCH TYPE D

W V W

V

W V

W V

G U

Y

W V

W V

W V

M H

OH OH OH OH OH OH OH OH OH OH OH OH

M H

G V

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

XXXXXXXXXXXXXXXXXXXXXXXX

W V

G V

W V

G

G

SAN

E

FO

FO

FOFOFOFO

FO

FO

M H

W V

W V W

V

M H

G G G G G G G G G G G G

GGGGGGGGGGG

FO

FOFOFO

FO

FO

E E

E

E E E

FO

FO FO FO FO FO FO FO FO FO FO

E

EE

G

SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN

OH OH OH OH OH OH OH OH OH OH OH OH OH

FO FO

W V

G V

W V

G

G

SAN

E

FO

FO

FOFOFOFO

FO

FO

M H

W V

W V W

V

M H

G G G G G G G G G G G G

GGGGGGGGGGG

FO

FOFOFO

FO

FO

E E

E

E E E

FO

FO FO FO FO FO FO FO FO FO FO

E

EE

G

SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN

OH OH OH OH OH OH OH OH OH OH OH OH OH

FO FO

W V W

V

W V

W V

G U

Y

W V

W V

W V

M H

OH OH OH OH OH OH OH OH OH OH OH OH

M H

G V

PI

: 2

3+

.6

PI

: 2

0+

.0

PI

: 2

2+

.7

PI

: 2

4+

.6

PI

: 1

9+

.0

EXISTING R/W (TYP.)

DU

RAFO

RM

LN

KEN

W

O

RTH

DR

20+00 21+00 22+00 23+00 24+00 25+00

INLETS MEDIAN 1 GRATE

INLETS COVER TYPE MS

STA. 20+25.50

OFFSET = 32.36' RT

CASTING ELEV = 877.15

INV. ELEVATION = 875.42

CATCH BASINS 5-FT DIAMETER

INLET COVERS TYPE H-S

STA. 20+15.85

OFFSET = 34.65' RT

CASTING ELEV = 878.04

INV. ELEVATION = 875.39

CULVERT PIPE REINFORCED CONCRETE CLASS III 18-INCH

SLOPE = 0.30%

64 LF CULVERT PIPE REINFORCED CONCRETE HORIZONTAL

ELLIPTICAL CLASS HE-III 14X23-INCH

APRON ENDWALLS FOR CULVERT PIPE REINFORCED CONCRETE

HORIZONTAL ELLIPTICAL 14X23 - INCH

STA. 19+46.80

OFFSET = 31.33' RT

INV. ELEVATION = 875.17

SLOPE = 0.34%

CURB AND GUTTER 30-INCH TYPE D

CURB AND GUTTER 30-INCH TYPE D

WISDOT/CADDS SHEET 44

EHWY: COUNTY:

H:\ENGINEER\ACAD-DWG\PROJECT\CTH-CV\2025, CV03-CV04, STH 19 TO VINBURN\SHEETSPLAN\050201-PN.DWGFILE NAME : 10/21/2025 5:40 AMPLOT DATE : PLOT BY : SCHMID, CHARLENE

PROJECT NO:

PLOT NAME :

SHEET

PLOT SCALE : 1 IN:40 FT

LAYOUT NAME - 02

G U

Y

M H

M H

OH OH OH OH OH OH OH OH OH OH OH OH OH

W V

W

VM

H

M H

W V

W

VM

H

M

HM

H

G G

G G G G G G G G G G G

GGGGGGGGGGGGG

FO FO FO FO FO FO FO FO FO FO FO FO F

FO

FO

G

FOE

G

E

E

EE

E

G

SAN SAN

SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN

OH OH OH OH OH OH OH OH OH OH OH OH

M H

W V

W

VM

H

M

HM

H

G G

G G G G G G G G G G G

GGGGGGGGGGGGG

FO FO FO FO FO FO FO FO FO FO FO FO F

FO

FO

G

FOE

G

E

E

EE

E

G

SAN SAN

SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN

OH OH OH OH OH OH OH OH OH OH OH OH

M H

G U

Y

M H

M H

OH OH OH OH OH OH OH OH OH OH OH OH OH

W V

W

VM

H

PI

: 2

5+

.9

PI

: 2

6+

.0

PI

: 2

7+

.5

PI

: 2

8+

.6

EXISTING R/W (TYP.)

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

M H W

V W

V

OH OH OH OH OH OH OH OH OH OH OH OH OH

W V

M H

W V

G V

G V

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

M

HG

V

G V

G

G

GG

FO FO FO FO FO FO

FO FO FO FO FO FO FO

N

W V M

H W V

W V

W V

G G G G G G G G G G G

GG

G

G G G

G G G G G G G G G

OH OH OH OH OH OH OH OH OH OH OH OH OH

SAN SAN SAN SAN SAN SAN

FO FO FO FO FO

E

FO

M

HG

V

G V

G

G

GG

FO FO FO FO FO FO

FO FO FO FO FO FO FO

N

W V M

H W V

W V

W V

G G G G G G G G G G G

GG

G

G G G

G G G G G G G G G

OH OH OH OH OH OH OH OH OH OH OH OH OH

SAN SAN SAN SAN SAN SAN

FO FO FO FO FO

E

FO

M H W

V W

V

OH OH OH OH OH OH OH OH OH OH OH OH OH

W V

M H

W V

G V

G V

STA 32+04.18 CV

STA 35+16.48 CV

CV03 0.650

48-FEET CULVERT PIPE REINFORCED CONCRETE HORIZONTAL ELLIPTICAL CLASS III 19X30-INCH 2 APRON ENDWALLS FOR CULVERT PIPE REINFORCED CONCRETE HORIZONTAL ELLIPTICAL CLASS III 19X30-INCH

UPSTREAM STA 35+08.2, 30.0' LT

UPSTREAM PROPOSED ELEV: 876.53

UPSTREAM EXISTING ELEV: 876.53

SLOPE: 0.80%

DOWNSTREAM STA 35+23.9, 28.1' RT

DOWNSTREAM PROPOSED ELEV: 876.05

DOWNSTREAM EXISTING ELEV: 876.05

STA 35+30.31 CV

CV03 EXISTING STORM SEWER (EX. 470 LF, 24-IN CMP)

INSTALL LINER

UPSTREAM EXISTING ELEV: 875.96

PI

: 3

7+

.4

PI

: 3

2+

.8

CEDAR LN

CV03 0.591

54-FEET CULVERT PIPE REINFORCED CONCRETE HORIZONTAL ELLIPTICAL CLASS IV 19X30-INCH

2 APRON ENDWALLS FOR CULVERT PIPE REINFORCED CONCRETE HORIZONTAL ELLIPTICAL

CLASS IV 19X30-INCH

UPSTREAM STA. 31+88.5, 27.5' LT

UPSTREAM PROPOSED ELEV: 877.55

UPSTREAM EXISTING ELEV: 877.55

SLOPE: 0.30%

DOWNSTREAM STA. 32+21.1, 29.9' RT

DOWNSTREAM PROPOSED ELEV: 877.35

DOWNSTREAM EXISTING ELEV: 877.35

REMOVE EXISTING 60 LF 18-INCH CMP

EXISTING R/W (TYP.)

32+00 33+00 34+00 35+00 36+00 37+00 38+0

REMOVE EXISTING 54 LF 24X18-INCH CMP

WISDOT/CADDS SHEET 44

EHWY: COUNTY:

H:\ENGINEER\ACAD-DWG\PROJECT\CTH-CV\2025, CV03-CV04, STH 19 TO VINBURN\SHEETSPLAN\050201-PN.DWGFILE NAME : 10/21/2025 5:40 AMPLOT DATE : PLOT BY : SCHMID, CHARLENE

PROJECT NO:

PLOT NAME :

SHEET

PLOT SCALE : 1 IN:40 FT

LAYOUT NAME - 03

OH OH OH OH OH OH OH OH OH OH OH OH

M H

W V

W

VM

H

FO

FO

FO

FO FO FO FO FO FO FO FO FO FO FO

M H

W V

M H

W

VW

V

G G G G

G G

G G G G G G G

G

G

G

OH OH OH OH OH OH OH OH OH OH OH OH

SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN

FO

FO

FO FO FO FO FO FO FO FO FO FO FO

E

E

FO

FO

FO

FO FO FO FO FO FO FO FO FO FO FO

M H

W V

M H

W

VW

V

G G G G

G G

G G G G G G G

G

G

G

OH OH OH OH OH OH OH OH OH OH OH OH

SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN

FO

FO

FO FO FO FO FO FO FO FO FO FO FO

E

E

W V

OH OH OH OH OH OH OH OH OH OH OH OH

M H

W V

W

VM

H STA 40+01.46 CV

CV03 0.743 (V-STRUCTURE)

UPDATE BEAMGUARD

SEE BEAMGUARD REPLACEMENT DETAIL

PI

: 4

3+

.3

EXISTING R/W (TYP.)

0 39+00 40+00 41+00 42+00 43+00 44+00

30'

REMOVE 30 LF EXISTING 24-INCH CMP

INSTALL RIP RAP

CURB AND GUTTER

30-INCH TYPE D

G U

Y G

U Y

W V

W V

OH OH OH OH OH G

U

Y G U

Y G

U Y

G U

Y

OH OH OH OH OH OH OH

O H

M H

M H

M H

W V

W V

W V

XXXXXXXXXXXXXXX

FO

FO

FO FO FO FO FO

FO FO FO FO FO FO

FO

M H

G G G G

G

GGG

OH OH OH OH OH

SAN SAN SAN SAN SAN

SANSANSANSANSAN

FO

FO

M H

W V

W V

M H

W V

W

VW

V G G G G G G G G

G G G G G G G G

G

FO SAN

SAN

SA

N

SANSANSANSANSAN

SANSAN

E

E

O H

OHOHOHOHOHOH

O H

FO

FO

FO FO FO FO FO

FO FO FO FO FO FO

FO

M H

G G G G

G

GGG

OH OH OH OH OH

SAN SAN SAN SAN SAN

SANSANSANSANSAN

FO

FO

M H

W V

W V

M H

W V

W

VW

V G G G G G G G G

G G G G G G G G

G

FO SAN

SAN

SA

N

SANSANSANSANSAN

SANSAN

E

E

O H

OHOHOHOHOHOH

O H

G U

Y G

U Y

W V

W V

OH OH OH OH OH G

U

Y G U

Y G

U Y

G U

Y

OH OH OH OH OH OH OH

O H

M H

M H

M H

W V

W V

W V

STA 45+63.40 CV

EXISTING STORM SEWER (EX. 540 LF, 18-INCH CMP)

INSTALL LINER

DOWNSTREAM -

EX. INV. ELEV: 882.39

PI

: 4

9+

.3

EXISTING R/W (TYP.)

PIN

E CREST LN

45+00 46+00 47+00 48+00 49+00 50+00

CURB AND GUTTER

30-INCH TYPE D

CURB AND GUTTER

30-INCH TYPE D

WISDOT/CADDS SHEET 44

EHWY: COUNTY:

H:\ENGINEER\ACAD-DWG\PROJECT\CTH-CV\2025, CV03-CV04, STH 19 TO VINBURN\SHEETSPLAN\050201-PN.DWGFILE NAME : 10/21/2025 5:40 AMPLOT DATE : PLOT BY : SCHMID, CHARLENE

PROJECT NO:

PLOT NAME :

SHEET

PLOT SCALE : 1 IN:40 FT

LAYOUT NAME - 04

W V

OH OH OH OH OH

W V

W V

G U

Y

OH OH OH OH OH OH OH OH

OH

OH

OH

OH

OH

G U

YFO FO FOW

V

X X X X X X X X X X X X X X X X X X X X X X X X XFO FO FO FO FO FO FO FO FO FO FO FO

W V

W V

W V

G G G G G G G G G G G G G G G G G G G G

G

G

G

SANSANSANSANSANSANSANSANSANSANSANSANSAN

SANSANSANSANSAN

E E

OHOHOHOHOHOHOHOHOHOHOHOH OH

FO FO FO FO FO

T

FO FO FO FO FO FO FO FO FO FO FO FO

W V

W V

W V

G G G G G G G G G G G G G G G G G G G G

G

G

G

SANSANSANSANSANSANSANSANSANSANSANSANSAN

SANSANSANSANSAN

E E

OHOHOHOHOHOHOHOHOHOHOHOH OH

FO FO FO FO FO

T

M H

W V

OH OH OH OH OH

W V

W V

G U

Y

OH OH OH OH OH OH OH OH

OH

OH

OH

OH

OH

G U

YFO FO FOW

V

STA 51+00.96 CV STA 56+36.51 CV

STORM SEWER

52-FEET + 8 FEET CPP 18-INCH

UPSTREAM STA.

UPSTREAM PROPOSED INV. ELEV: 884.53

UPSTREAM EXISTING INV. ELEV: 884.53

SLOPE: 0.95%

DOWNSTREAM STA.

DOWNSTREAM PROPOSED INL. ELEV: 883.94

DOWNSTREAM EXISTING INL. ELEV: 883.94

REMOVE EXISTING

RETAINING WALL

GRADE AND INSTALL CURB AND GUTTER 30-INCH TYPE D

STA 56+13.30 CV

REPLACE EXISTING RETAINING

WALL

SEE MAPLE LANE RETAINING

WALL DETAILS

PI

: 5

4+

.0

PI

: 5

5+

.3

PI

: 5

1+

.9

PI

: 5

2+

.3

EXISTING R/W (TYP.)

FITN

ESS

DRIVEW

AY

51+00 52+00 53+00 54+00 55+00 56+00

REMOVE EXISTING 48 LF + 8 LF 18-INCH CMP CURB AND GUTTER

30-INCH TYPE D

CURB AND GUTTER

30-INCH TYPE D

CURB AND GUTTER

30-INCH TYPE D

M

HW

V

G U

Y G U

Y M H

OH OH OH OH OH OH OH OH OH OH OH OH

O H

G U

Y

OH

FO FO

W V

W V

W V

M H

M H

SI

RE

N

X X X X X X X X X X

FO FO FO FO FO FO FO FO FO FO FO FO FO

W V

G G

SAN

SANSAN

M H

M H

W V

W V

W V

M H

M H

G G G G G G G G G G

GGGG

G G

SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN

SA

N

FOFOFOFOFOFOFOFOFO

OH OH OH OH OH OH OH OH OH OH OH OH

OH

O H

W W W W W W W W W W

WFO FO FO

FO FO FO FO FO FO FO FO FOFO FO FO FO FO FO FO FO FO FO FO FO FO

W V

G G

SAN

SANSAN

M H

M H

W V

W V

W V

M H

M H

G G G G G G G G G G

GGGG

G G

SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN

SA

N

FOFOFOFOFOFOFOFOFO

OH OH OH OH OH OH OH OH OH OH OH OH

OH

O H

W W W W W W W W W W

WFO FO FO

FO FO FO FO FO FO FO FO FO

M

HW

V

G U

Y G U

Y M H

OH OH OH OH OH OH OH OH OH OH OH OH

O H

G U

Y

OH

FO FO

W V

W V

W V

M H

M H

SI

RE

N STA 57+88.04 CV

RETAINING WALL

REMOVE EXISTING

GRADE AND INSTALL CURB AND GUTTER 30-INCH TYPE D

STA 57+07.03 CV

RETAINING WALL

REPLACE

EXISTING R/W (TYP.)

M

APLE LN

W

IN

DSO

R CO

M M

O N

S AVE

57+00 58+00 59+00 60+00 61+00 62+00 63+00

CURB AND GUTTER

30-INCH TYPE D (TYP)

WISDOT/CADDS SHEET 44

EHWY: COUNTY:

H:\ENGINEER\ACAD-DWG\PROJECT\CTH-CV\2025, CV03-CV04, STH 19 TO VINBURN\SHEETSPLAN\050201-PN.DWGFILE NAME : 10/21/2025 5:41 AMPLOT DATE : PLOT BY : SCHMID, CHARLENE

PROJECT NO:

PLOT NAME :

SHEET

PLOT SCALE : 1 IN:40 FT

LAYOUT NAME - 05

G U

Y

W V

M H

G U

Y

OH OH OH OH OH OH OH OH

O H

OH OH OH OH OH

W V

W V

W V

FO FO FO FO FO FO FO FO FO FO FO FO FO

W V

W V

M H

G

GG

G

SAN SAN

FO FO FO FO FO FO FO FO FO FO FO FO

FOFOFOFOFOFOFOFOFOFOFOFO

OH

W W

W V

W V

M H

G G G G G G G G G G G

G G G

GW W W W W W W W W W

W

FO

FO

SAN

OH OH OH OH OH OH OH OH OH OH OH OH

FO

FO FO FO FO FO FO FO FO FO FO FO FO FO

W V

W V

M H

G

GG

G

SAN SAN

FO FO FO FO FO FO FO FO FO FO FO FO

FOFOFOFOFOFOFOFOFOFOFOFO

OH

W W

W V

W V

M H

G G G G G G G G G G G

G G G

GW W W W W W W W W W

W

FO

FO

SAN

OH OH OH OH OH OH OH OH OH OH OH OH

FO

M H

G U

Y

W V

M H

G U

Y

OH OH OH OH OH OH OH OH

O H

OH OH OH OH OH

W V

W V

W

V STA 67+30.89 CV

CV03 1.258 (EX. 59 LF, DOUBLE SSPRC CLASS III 48-INCH)PREVIOUSLY REPLACED BY VILLAGE

EXTEND WEST ENDS FOR PROPOSED TURN LANE

SOUTHERN CULVERT

UPSTREAM STA. 67+32.3, 33' LT

UPSTREAM PROPOSED ELEV: 881.35

UPSTREAM EXISTING ELEV: 881.35

SLOPE: 0.31%

DOWNSTREAM STA. 67+33.1, 49' LT

DOWNSTREAM PROPOSED ELEV: 881.30

DOWNSTREAM EXISTING ELEV: 881.30

PI

: 6

5+

.1

EXISTING R/W (TYP.)

ROW

G O

LF DR

64+00 65+00 66+00 67+00 68+00 69+00

STA 67+38.83 CV

CV03 1.259 (EX. 59 LF, DOUBLE SSPRC CLASS III 48-INCH)PREVIOUSLY REPLACED BY VILLAGE

EXTEND WEST ENDS FOR PROPOSED TURN LANE

NORTHERN CULVERT

UPSTREAM STA. 67+39.9, 32.5' LT

UPSTREAM PROPOSED ELEV: 881.38

UPSTREAM EXISTING ELEV: 881.38

SLOPE: 0.31%

DOWNSTREAM STA. 67+40.6, 48.7' LT

DOWNSTREAM PROPOSED ELEV: 881.32

DOWNSTREAM EXISTING ELEV: 881.32

CURB AND GUTTER

30-INCH TYPE D (TYP)

OH OH OH OH OH OH OH OH HOHOHOH

FO FO FO FO FO FO FO FO FO FO FO FO

FO FO FO FO FO FO FO FO FO FO FO FO

FOFOFOFOFOFOFOFOFOFOFOFOFO

G G G G G G G G G G G G G

W W W W W W W W W W W W W

OH OH OH OH OH OH OH OH OH OH OH OH

FO FO FO FO FO FO FO FO FO FO FO FO

FO FO FO FO FO FO FO FO FO FO FO FO

FOFOFOFOFOFOFOFOFOFOFOFOFO

G G G G G G G G G G G G G

W W W W W W W W W W W W W

OH OH OH OH OH OH OH OH OH OH OH OHOH OH OH OH OH OH OH OH HOHOHOH

PI

: 6

9+

.0

PI

: 7

4+

.0

EXISTING R/W (TYP.)

70+00 71+00 72+00 73+00 74+00 75+00

WISDOT/CADDS SHEET 44

EHWY: COUNTY:

H:\ENGINEER\ACAD-DWG\PROJECT\CTH-CV\2025, CV03-CV04, STH 19 TO VINBURN\SHEETSPLAN\050201-PN.DWGFILE NAME : 10/21/2025 5:41 AMPLOT DATE : PLOT BY : SCHMID, CHARLENE

PROJECT NO:

PLOT NAME :

SHEET

PLOT SCALE : 1 IN:40 FT

LAYOUT NAME - 06

69232-2300 CTH CV DANE PLAN SHEETS

Replace sideroad culvert

W

VW

V

W V

OHOHOHOHOHOH W

V

G V

M H

M H

G V

G

VG

V

W V

W V

W V

W V

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

FO FO FO FO FO FO

FO FO

FOFOFOFOFO

FO W

V M

H

W V

W V

G V

G V G V

M H

W V

W

VW

V

W V

G G G G G G

G G G

GG

W W W W W W W W

SAN

SAN SAN SAN SAN SAN SAN SAN

FO

FO

FOFOFOFO

FOFO

FO

FO

FO

FOFOFOFO

FOFOFO

W V

M H

G V

FO

FOFO FOFO FO

FO FO

OFOFO FO

E E

W W

SAN SAN SA

FO FO FO FO FO FO

FO FO

FOFOFOFOFO

FO W

V M

H

W V

W V

G V

G V G V

M H

W V

W

VW

V

W V

G G G G G G

G G G

GG

W W W W W W W W

SAN

SAN SAN SAN SAN SAN SAN SAN

FO

FO

FOFOFOFO

FOFO

FO

FO

FO

FOFOFOFO

FOFOFO

W V

M H

G V

FO

FOFO FOFO FO

FO FO

OFOFO FO

E E

W W

SAN SAN SAM

H

W

VW

V

W V

OHOHOHOHOHOH W

V

G V

M H

M H

G V

G

VG

V

W V

W V

W V

W V

NOTE: WINDSOR ROAD RECONSTRUCTED BY OTHERS

PI

: 7

9+

.9

EXISTING R/W (TYP.)

W

IN

DSO

R RO

AD

76+00 77+00 78+00 79+00 80+00 81+00 82+00

CURB AND GUTTER

30-INCH TYPE D (TYP)

CURB AND GUTTER

30-INCH TYPE D (TYP)

W V

G U

Y G

U Y

W V

W V

M

HOH OH OH

M H

G V

M H

W

VM

H

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

XXXXXXXX

W V

M H

W V

SA

N SAN SAN

W W W

W

G G G

FO F

FO

FO FO

G

VW

V

M H

FO

FO FO FO FO FO FO FO

FO

FO FO

FO

FO

FO

FO FO FO

FO

FO

FO

FO FO

FO FO FO FO FO FO

FO FO FO FO

FO

FO FOEE E E

W W W W W W W W W

AN SAN SAN SAN SAN SAN SAN SAN SAN SAN

W V

M H

W V

SA

N SAN SAN

W W W

W

G G G

FO F

FO

FO FO

G

VW

V

M H

FO

FO FO FO FO FO FO FO

FO

FO FO

FO

FO

FO

FO FO FO

FO

FO

FO

FO FO

FO FO FO FO FO FO

FO FO FO FO

FO

FO FOEE E E

W W W W W W W W W

AN SAN SAN SAN SAN SAN SAN SAN SAN SAN

W V

G U

Y G

U Y

W V

W V

M

HOH OH OH

M H

G V

M H

W

VM

H

STA 83+88.54 CV

CV04 0.071

EXISTING TO REMAIN IN PLACE

PI

: 8

4+

.6

EXISTING R/W (TYP.)

1ST ST

2N

D ST

83+00 84+00 85+00 86+00 87+00 88+00

2N

D ST

CURB AND GUTTER

30-INCH TYPE D (TYP)

CURB AND GUTTER

30-INCH TYPE D (TYP)

CURB AND GUTTER

30-INCH TYPE D (TYP)

WISDOT/CADDS SHEET 44

EHWY: COUNTY:

H:\ENGINEER\ACAD-DWG\PROJECT\CTH-CV\2025, CV03-CV04, STH 19 TO VINBURN\SHEETSPLAN\050201-PN.DWGFILE NAME : 10/21/2025 5:41 AMPLOT DATE : PLOT BY : SCHMID, CHARLENE

PROJECT NO:

PLOT NAME :

SHEET

PLOT SCALE : 1 IN:40 FT

LAYOUT NAME - 07

Y G

U Y

W V

G U

Y

M H

W V

W V

W V

W V

M H

X X X X X X X X

W V

W V

W V

M H

M H

W V W

V

SAN SAN SAN SAN

W W W W W W W W W W W W W

W

W

G G G G G G G G G G G G

FO FO FO FO

FO

FO

FOFOFOFOFOFO

FO FO FO FO FO FO FO FO FO FO FO FO FOFO FO

W V

W V

W V

M H

M H

W V W

V

SAN SAN SAN SAN

W W W W W W W W W W W W W

W

W

G G G G G G G G G G G G

FO FO FO FO

FO

FO

FOFOFOFOFOFO

FO FO FO FO FO FO FO FO FO FO FO FO FOFO FO

G U

Y G

U Y

W V

G U

Y

M H

W V

W V

W V

W V

M H

STA 94+58.02 CV

RETAINING WALL

REPLACE AND

INSTALL CURB AND GUTTER

30-INCH TYPE D

PI

: 8

8+

.7

PI

: 9

3+

.1

EXISTING R/W (TYP.)

3RD ST 4TH

ST

89+00 90+00 91+00 92+00 93+00 94+00

ALLIANT TO

RELOCATE POLE

W V

OHOHOHOHOH

W V

W W W W W W W W W

FO

G G G G G G G G G G

SA

N

W W W

G G G

FO FO FO FO

FO

FO FO FO FO FO

FO FOFO FO FO FO FO FO FO FO

W V

W W W W W W W W W

FO

G G G G G G G G G G

SA

N

W W W

G G G

FO FO FO FO

FO

FO FO FO FO FO

FO FOFO FO FO FO FO FO FO FO

W V

OHOHOHOHOH

STA 95+13.47 CV

STA 98+77.55 CV

RETAINING WALL

REPLACE AND

INSTALL CURB AND GUTTER 30-INCH TYPE D

PI

: 9

8+

.5

PI

: 9

9+

.4

PI

: 9

5+

.6

PI

: 9

6+

.4

REMOVE EXISTING 48-INCH CMP

EXISTING R/W (TYP.)

CV04 0.347

88-FEET CULVERT PIPE REINFORCED CONCRETE CLASS III 60-INCH

UPSTREAM STA. 98+78.8, 46.0' RT

UPSTREAM PROPOSED ELEV: 888.55

UPSTREAM EXISTING ELEV: 888.55

DOWNSTREAM STA. 98+76.5, 46.9' LT

DOWNSTREAM PROPOSED ELEV: 887.85

DOWNSTREAM EXISTING ELEV: 887.85

95+00 96+00 97+00 98+00 99+00 100+00 101+0

SLOPE INTERCEPTS

WISDOT/CADDS SHEET 44

EHWY: COUNTY:

H:\ENGINEER\ACAD-DWG\PROJECT\CTH-CV\2025, CV03-CV04, STH 19 TO VINBURN\SHEETSPLAN\050201-PN.DWGFILE NAME : 10/21/2025 5:41 AMPLOT DATE : PLOT BY : SCHMID, CHARLENE

PROJECT NO:

PLOT NAME :

SHEET

PLOT SCALE : 1 IN:40 FT

LAYOUT NAME - 08

Y

W V G

U Y

OH OH OH OH OH OH OH OH OH

M H

OHOHOH

OH

W V

XXXXXXXX

W V

M H

W V

W W W W W W W W W W W W W

W

G G G G G G G G G G G G G

FO

FO FO FO FO FO FO FOFO

FO FO FO FO

FO

FOFOFOFOFOFOFOFOFO

FO

W V

M H

W V

W W W W W W W W W W W W W

W

G G G G G G G G G G G G G

FO

FO FO FO FO FO FO FOFO

FO FO FO FO

FO

FOFOFOFOFOFOFOFOFO

FO

G U

Y

W V G

U Y

OH OH OH OH OH OH OH OH OH

M H

OHOHOH

OH

W V

PI

: 1

+7

6.

EXISTING R/W (TYP.)

DIAM

O

N

D DR

G

RAY RD

00 102+00 103+00 104+00 105+00 106+00 107+00

64 FEET CULVERT PIPE REINFORCED CONCRETE HORIZONTAL ELLIPTICAL CLASS III 19X30-INCH 2 APRON ENDWALLS FOR CULVERT PIPE REINFORCED CONCRETE HORIZONTAL ELLIPTICAL 19X30 - INCH

STA. 106+61.06

OFFSET = 65.67' RT

INV. ELEVATION = 894.00

SLOPE = 0.60%

SLOPE…

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