2-26-009 Plan Set.pdf

PDF 26 MB Posted Mar 12, 2026

Attached to: CTH-H from USH-12 to County Line
Solicitation number: 26-009
Issued by: Winnebago County, Wisconsin

About this file

Written by GovTribe AI · Mar 13, 2026

This is a comprehensive plan set document for Wisconsin Department of Transportation Project 26-009, involving the reconditioning of County Trunk Highway (CTH) H in Walworth County, Wisconsin, extending approximately 3.2 miles from USH 12 northbound to the Jefferson County Line. The project encompasses milling and pulverizing existing pavement, resurfacing with 4 inches of new asphalt pavement (2.25 inches of 3 LT lower layer and 1.75 inches of 4 LT upper layer), and replacing nine cross culverts. Additional work includes constructing new concrete curb and gutter at crossroad intersections, installing modular block retaining walls at specific locations (STA 215+25 to STA 217+22), constructing guardrail with terminals, installing pavement markings, establishing erosion control measures, and restoring disturbed areas with topsoil, seed, fertilizer, and erosion matting. The project design speed is 45 miles per hour with an Average Annual Daily Traffic (AADT) of 980 vehicles. The plan set contains 119 total sheets including layout and general notes, typical sections, construction details, intersection details, culvert replacement details, beam guard details, pavement marking plans, detour plan, alignment details, estimate of quantities, standard detail drawings, and cross-sections organized by functional area (culvert replacements, guardrail, and Bluff Road widening sections).

The project includes detailed specifications for material composition, drainage requirements, utility coordination with WE Energies (electric and gas), Brightspeed, Charter Communications, and Edge Broadband, with designated project contacts including Craig Webster (Transportation Liaison), David Hemmerich (Baxter & Woodman, PE), and Joe Kroll (Walworth County PE/PLS). Design and coordination notes establish that the contractor must submit an Erosion Control Implementation Plan prior to construction, notify residents 24 hours before temporary driveway closures, coordinate with SEWRPC regarding survey monuments, verify driveway culvert pipe lengths with the engineer before ordering, and maintain erosion control measures until permanent vegetation is established. The project involves multiple property owners and conservation areas, including sections within the Kettle Moraine State Forest and areas managed by the Wisconsin Department of Natural Resources. Cross-sections and detailed plans indicate varying roadway widths (66 to 100 feet of existing right-of-way), superelevation transitions, and specific construction requirements at intersections with STH 12, Greening Road, Bluff Road (East and West), Young Road, and County Line Road, with comprehensive grading, drainage, and environmental compliance requirements throughout the project corridor.

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Other files

File	Type	Posted
1-26-009 List of Subcontractors.pdf	PDF	Mar 12, 2026
3-26-009 Proposal Book.pdf	PDF	Mar 12, 2026

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Little Prairie

La Grange

Whitewater

LA GRANGE

Green

STATE FOREST

KETTLE MORAINE

WALWORTH COUNTY

PUBLIC WORKS - HIGHWAY DIVISION

PLAN OF PROPOSED IMPROVEMENT

ORDER OF SHEETS

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

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)

SANSANITARY SEWER

STORM SEWER

WATER

COUNTY:

PROJECT ID:

PLOT NAME : P:\WALCO\2500419-CTH H NORTH\CAD\01_CIVIL 3D-2024\01_SHTS_PLANS\010101-TI.DWGFILE NAME : 3/11/2026 11:56 AMPLOT DATE : PLOT BY : NATHAN HARVEY

FOFIBER OPTIC

UTILITIESREFERENCE LINE

GRADE LINE

PROFILE

TELEPHONE

SPECIAL DITCH LABELLIMITED HIGHWAY EASEMENT

GRADE ELEVATION 95

PLAN

300'EB'

26-009

ALW

ORTH

WALWORTH COUNTY

USH 12 TO JEFFERSON COUNTY LINE

CTH H

26-009

1 MI

3.202 MILES

END PROJECT

STA 269+18.19

Y: 310168.9065 X: 2341498.9267

BEGIN PROJECT

STA 100+13.90

Y: 294543.2781

X: 2343531.4626

COORDINATES ON THIS PLAN ARE REFERENCED TO THE WISCONSIN STATE

PLANE COORDINATE SYSTEM NAD83 (2011) SOUTH ZONE, WALWORTH

COUNTY

ELEVATIONS ARE REFERENCED TO NAVD 88 (2012)

Title

General Notes

Project Overview

Typical Sections

Construction Details

Intersection Details

Cross Culvert Replacement Details

Detour Plan

Alignment Detail

Estimate of Quantities

Miscellaneous Quantities

4 - 7

8 - 10

11 - 15

16 - 23

27 - 28

29 - 31

33 - 40

TOTAL SHEETS = 119

ORIGINAL PLAN PREPARED BY:

Plan and Profile41 - 43

Plan44 - 60

Standard Detail Drawings61 - 95

Cross Sections: Guardrail99 - 108

PROJECT MANAGER

Beam Guard Detail24 - 25

Pavement Marking26

Cross Sections: Bluff Road Widening109 - 119

Cross Sections: Cross Culvert Replacements96 - 98

DESIGN DESIGNATION

A.A.D.T. = 980

DESIGN SPEED = 45 MPH

WISDOT/CADDS SHEET 42

EHWY: COUNTY:

P:\WALCO\2500419-CTH H NORTH\CAD\01_CIVIL 3D-2024\01_SHTS_PLANS\020101-GN.DWGFILE NAME : 3/11/2026 11:56 AMPLOT DATE : PLOT BY : NATHAN HARVEY

PROJECT NO:

PLOT NAME :

SHEET

PLOT SCALE : ##########

26-009 CTH H WALWORTH GENERAL NOTES

LAYOUT NAME - 020101-gn

ADJ

AECPRC

ASPH

ACP

AVG

ADT

BAD

C/L

C/L CONST

CONC

CONST

CMCP

CTH

CABC

CFS

CPCS

CPRC

CPRCHE

C & G D

DHV

DIA

DWY

E X

ESALS

EXC

EBS

EXIST

FERT

HES

HMA

CWT

HWD

INL

INV

MAX

Mgal

MPH

MIN

ACCESS POINT

ACRE

ADJUST

APRON ENDWALLS FOR CULVERT

PIPE REINFORCED CONCRETE

AHEAD

ASPHALT CEMENT

ASPHALTIC

ASPHALTIC CONCRETE PAVEMENT

AVERAGE

AVERAGE DAILY TRAFFIC

BACK

BASE AGGREGATE DENSE

BENCHMARK

CATCH BASIN

CENTER LINE

C/L CONST

CLASS

CONCRETE

CONSTRUCTION

CORRUGATED METAL CULVERT PIPE

COUNTY TRUNK HIGHWAY

CRUSHED AGGREGATE BASE COURSE

CUBIC FEET PER SECOND

CUBIC YARD

CULVERT PIPE

CULVERT PIPE CORRUGATED STEEL

CULVERT PIPE REINFORCED CONCRETE

HORIZONTAL ELLIPTICAL

CURB AND GUTTER

DEGREE OF CURVE

DESIGN HOUR VOLUME

DIAMETER

DIRECTIONAL DISTRIBUTION

DRIVEWAY

EAST

EAST GRID COORDINATE

EASTBOUND

ELEVATION

EQUIVALENT SINGLE AXLE LOADS

EXCAVATION

EXCAVATION BELOW SUBGRADE

EXISTING

FERTILIZE

FIELD ENTRANCE

FLOW LINE

FOOT

GRID NORTH

HIGH EARLY STRENGTH

HIGH WATER

HOT MIX ASPHALT

HUNDREDWEIGHT

HYDRANT

INLET

INSIDE DIAMETER

INTERSECTION ANGLE

INVERT

IRON PIPE OR PIN

JOINT

LEFT

LENGTH OF CURVE

LINEAR FOOT

LOW POINT

LUMP SUM

MANHOLE

MAXIMUM

MEGAGALLON

MILES PER HOUR

MINIMUM

NOM

N Y

OPT

PAVT

PLE

PACS

PVC

PVI

PVT

PVC

PCC

PSF

PSI

Q100 R

R R/L

REINF

REQD

R/W

RDWY

SEC

SHLDR

SDD

STH

STA

SSPRC

STR

SEC

TEMP

TLE

t T/L T

TYP

USH

VAR

VERT

VOL

NOMINAL

NORMAL CROWN

NORTH

NORTH GRID COORDINATE

NORTHBOUND

NUMBER

OPTIONAL

OUTSIDE DIAMETER

PAVEMENT

PERMANENT LIMITED EASEMENT

PIPE ARCH CORRUGATED STEEL

POINT

POINT OF CURVATURE

POINT OF INTERSECTION

POINT OF TANGENCY

POINT OF VERTICAL CURVE

POINT OF VERTICAL INTERSECTION

POINT OF VERTICAL TANGENCY

POLYVINYL CHLORIDE

PORTLAND CEMENT CONCRETE

POUND

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

PRIVATE ENTRANCE

PROPERTY LINE

100-YEAR FLOW RATE

RADIUS

RAILROAD

RANGE

R/L

REINFORCING OR REINFORCEMENT

REQUIRED

RIGHT

RIGHT-OF-WAY

ROAD

ROADWAY

SECTION

SHOULDER

SOUTH

SOUTHBOUND

SQUARE

SQUARE FEET

SIDEWALK

SQUARE YARD

STANDARD DETAIL DRAWINGS

STATE TRUNK HIGHWAYS

STATION

STORM SEWER

STORM SEWER PIPE REINFORCED CONCRETE

STREET

STRUCTURE OR STRUCTURAL

SUPERELEVATION

TANGENT

TEMPORARY

TEMPORARY INTEREST

TEMPORARY LIMITED EASEMENT

TON

TRANSIT LINE

TRUCKS (PERCENT OF)

TYPICAL

UNITED STATES HIGHWAY

VARIABLE

VELOCITY OF DESIGN SPEED

VERTICAL

VERTICAL CURVE

VOLUME

WATERMAIN

WATER VALVE

WEST

YARD

STANDARD ABBREVIATIONS

1. EROSION CONTROL IS SHOWN ON THE DETAIL SHEETS AND IN THE SUMMARY OF MISCELLANEOUS QUANTITIES

2. EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO THE START OF CONSTRUCTION AND SHALL BE MAINTAINED UNTIL SUCH TIME AS THE ENGINEER DEEMS THE MEASURE NO LONGER NECESSARY.

3. AN EROSION CONTROL IMPLEMENTATION PLAN (ECIP) SHALL BE SUBMITTED AND APPROVED PRIOR TO THE

START OF ANY WORK.

4. RE-TOPSOIL GRADED AREAS, AS DESIGNATED BY THE ENGINEER, IMMEDIATELY AFTER GRADING IS COMPLETED WITHIN THOSE AREAS. SEED, FERTILIZE, AND MULCH/EROSION MAT TOPSOILED AREAS, AS DESIGNATED BY THE ENGINEER, WITHIN THREE (3) CALENDAR DAYS AFTER PLACEMENT OF TOPSOIL. IF GRADED AREAS ARE LEFT EXPOSED FOR MORE THAN (14) CALENDAR DAYS, SEED THOSE AREAS WITH TEMPORARY SEED AND MULCH.

5. STOCKPILE EXCESS MATERIAL OR SPOILS ON UPLAND AREAS AWAY FROM WETLANDS, FLOODPLAINS AND WATERWAYS. STOCKPILED SOIL SHALL BE PROTECTED AGAINST EROSION. IF STOCKPILED MATERIAL IS LEFT FOR MORE THAN FOURTEEN (14) CALENDAR DAYS, SEED THE STOCKPILE WITH TEMPORARY SEED AND MULCH.

6. EROSION CONTROL BMP'S ARE AT SUGGESTED LOCATIONS. THE ACTUAL LOCATIONS WILL BE DETERMINED BY THE CONTRACTOR'S ECIP AND BY THE ENGINEER. EROSION CONTROL BMP'S SHALL BE MAINTAINED UNTIL PERMANENT VEGETATION IS ESTABLISHED OR UNTIL THE ENGINEER DETERMINES THAT THE BMP IS NO

LONGER REQUIRED.

7. ALL DISTURBANCES WITHIN OR NEAR WETLANDS MUST BE TEMPORARILY OR PERMANENTLY STABILIZED

WITHIN 24 HOURS OF COMPLETING WORK.

8. IF DISTURBED AREAS CAN BE STABILIZED WITHIN 24 HOURS OF COMPLETING WORK, THE NEED FOR EROSION BALES AND PIPE CHECKS ARE NO LONGER NECESSARY. NO ADJUSTMENT TO UNIT PRICE FOR A REDUCTION

FROM PLAN QUANTITY WILL BE ALLOWED.

9. STRAW WATTLES (PAID BY LF OF DITCH CHECK) LISTED ON TEMPORAY DITCH CHECKS WISDOT PAL IN ACCORADANCE WITH DNR STANDARD 1071 MAY BE USED IN PLACE OF EROSION BALES AND DITCH CHECKS WITH

APPROVAL OF THE ENGINEER AT NO ADDITIONAL COST TO THE CONTRACT.

EROSION CONTROL NOTES

1. CURB AND GUTTER PLAN GRADES, OFFSETS, AND RADII ARE AT THE FLANGE LINE UNLESS OTHERWISE NOTED.

2. THE LAST THREE JOINTS FOR ALL CONCRETE PIPES SHALL BE TIED PER 520.3.3. COST IS INCIDENTAL TO THE

RESPECTIVE PIPE ITEM(S).

3. DISTURBED AREAS WITHIN THE RIGHT-OF-WAY, EXCEPT THE AREAS WITHIN THE FINISHED SHOULDER POINTS OR OTHERWISE NOTED IN THE PLANS ARE TO BE FERTILIZED, SEEDED AND MULCHED OR HYDRO SEEDED AS

DIRECTED BY THE ENGINEER.

4. NO TREES (AND/OR SHRUBS) ARE TO BE REMOVED WITHOUT THE APPROVAL OF THE ENGINEER.

5. TACK COAT SHALL BE PLACED BETWEEN LAYERS OF HMA PAVEMENT AT AN APPLICATION RATE OF 0.050

GALLONS PER SQUARE YARD AT THE DISCRETION OF THE ENGINEER.

6. ELEVATIONS SHOWN ON THIS PLAN ARE REFERENCED TO NAVD88 DATUM.

7. 4-INCH HMA PAVEMENT SHALL BE CONSTRUCTED WITH A 2.25-INCH 3 LT LOWER LAYER AND 1.75-INCH 4 LT

UPPER LAYER .

8. THE CONTRACTOR'S SURVEYOR SHALL SHOOT ALL MATCH POINTS PRIOR TO STAKING TO VERIFY THE PLAN GRADE. IF SURVEY ELEVATION IS DIFFERENT THAN PLAN GRADE BY MORE THAN 0.10' NOTIFY THE ENGINEER

FOR GRADE ADJUSTMENTS.

9. THE LOCATIONS OF EXISTING OR PROPOSED UTILITIES, AS NOTED ON THE PLANS, ARE APPROXIMATE. THERE

MAY BE OTHER UTILITY INSTALLATIONS WITHIN THE PROJECT AREA THAT ARE NOT SHOWN.

10. A SAWED JOINT IS REQUIRED WHERE NEW ASPHALTIC DRIVEWAY SURFACE MEETS EXISTING ASPHALTIC

DRIVEWAY PAVEMENT.

11. WALWORTH COUNTY DEPARTMENT OF PUBLIC WORKS FORCES WILL REMOVE, INSTALL, AND MAINTAIN THE EXISTING PERMANENT SIGNING. COORDINATE WORK WITH WALWORTH COUNTY PUBLIC WORKS. LOCAL TOWNS ARE RESPONSIBLE FOR REPLACING STREET NAME SIGNS. COORDINATE THIS WORK WITH THE

TOWN(S).

12. CULVERT PIPE TRENCHES SHALL BE BACKFILLED OR PLATED BY THE END OF EACH DAY. DO NOT LEAVE

TRENCHES OPEN OVERNIGHT.

13. BUTT JOINTS ARE ANTICIPATED TO BE CUT AT ALL MAINLINE AND SIDEROAD PAVING LIMITS BY TRANSVERSE MILLING. IF TRANSVERSE MILLING IS NOT USED, A VERTICAL SAWCUT WILL BE REQUIRED AT NO ADDITIONAL

COST TO THE CONTRACT.

14. CONTRACTOR MUST CONTACT SEWRPC (ANDY TRAEGER (262) 953-4296 OFFICE, (262) 853-8463 CELL, ATRAEGER@SEWRPC.ORG) AT LEAST TWO WEEKS PRIOR TO WORK NEAR ANY SURVEY MONUMENTS. SEWRPC WILL LOCATE, MARK, AND TIE-OFF ALL US PUBLIC LAND SURVEY MONUMENTS PRIOR TO CONSTRUCTION WORK NEAR THE MONUMENTS. CONTRACTOR SHALL REMOVE ANYTHING THAT CONFLICTS WITH PROPOSED WORK, INCLUDING HANDHOLES AND, IF NECESSARY, THE MONUMENT ITSELF. CONTRACTOR SHALL COORDINATE WITH SEWRPC DURING THE PAVING PROCESS. PRIOR TO PLACING SURFACE COURSE, ALLOW SEWRPC AT LEAST 3 WORKING DAYS TO MOBILIZE ITS CREWS TO SET, RESET, AND/OR CHECK THE MONUMENT(S). SEWRPC WILL FILL THE HOLE AND/OR SET A NEW HANDHOLE TO THE BOTTOM OF THE NEW ASPHALT. THE CONTRACTOR WILL BE RESPONSIBLE FOR FILLING THE REMAINDER OF THE HOLE AND/OR SET HANDHOLE TO FINISH ELEVATION UPON COMMENCEMENT OF SURFACE COURSE. THIS WORK IS INCIDENTAL

TO THE CONTRACT.

15. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY RESIDENTS WHEN ACCESS TO DRIVEWAYS WILL BE TEMPORARILY CLOSED DUE TO CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL DISTRIBUTE NOTICES OR OTHERWISE NOTIFY RESIDENTS AT LEAST 24 HOURS PRIOR TO PLANNED CLOSURE. EVERY EFFORT SHALL BE MADE TO ACCOMMODATE ACCESS TO THESE PROPERTIES, INCLUDING KNOCKING ON

DOORS WHEN ACCESS IS ABOUT TO BE CLOSED.

16. PRIOR TO ORDERING DRIVEWAY CULVERT PIPES, NOTIFY ENGINEER TO VERIFY DRIVEWAY CULVERT PIPE LENGTHS SHOWN IN THE PLANS. NOTIFY THE ENGINEER SUFFICIENTLY IN ADVANCE OF TIME NEEDED TO ORDER PIPES AND ALLOW TIME FOR THE ENGINEER TO SURVEY DRIVEWAYS TO ESTABLISH PIPE LENGTHS AND

SIZES NEEDED.

17. DO NOT STORE EQUIPMENT OR MATERIALS WHERE THEY WILL OBSTRUCT STREET CROSSING OR DRIVEWAY

SIGHT LINES.

18. FLUMES SHOWN ON THE PLANS ARE SCHEMATIC ONLY. FLUMES TO BE LAID OUT TO FIT THE FINISH GRADING

PER STANDARD DETAIL DRAWING WITH ASSISTANCE FROM THE ENGINEER.

19. PROPOSED DITCH LENGTHS SHOWN IN PLANS ARE AN ESTIMATE ONLY. CONTRACTOR TO DETERMINE LENGTH REQUIRED TO ACHIEVE POSITIVE DRAINAGE. DITCH SLOPE LESS THAN 1% MAY BE ALLOWED IN FLAT AREAS TO

AVOID EXCESSIVELY LONG DITCHING AT THE ENGINEERS DISCRETION.

20. PORTIONS OF THE PROJECT ADJACENT TO RESIDENTIAL PROPERTIES MAY INCLUDE EXTRANEOUS AREAS NOT SPECIFICALLY IDENTIFIED ON THE PLANS THAT MAY NECESSITATE A FINISHED DRIVING SURFACE BEYOND THE PROPOSED SHOULDER WIDTH, SUCH AS WIDER MAILBOX TURNOUTS, DRIVEWAY TAPERS, ETC. THAT MAY REQUIRE FILLING WITH SHOULDER MATERIAL OR ASPHALTIC PAVEMENT WHERE APPROPRIATE TO PROVIDE A

PROPER FINISHED SURFACE INCIDENTAL TO RELATED WORK OPERATIONS.

GENERAL NOTESOTHER ABBREVIATIONS

EX EXISTING

PR PROPOSED

CPP CORRUGATED POLYPROPYLENE

GRVL GRAVEL

QTR QUARTER POINT

MID MIDDLE POINT

COUNTY CONTACTDNR CONTACTDESIGN CONTACT

CRAIG WEBSTER

TRANSPORTATION LIAISON

141 NW BARSTOW ST., ROOM 180

WAUKESHA, WI 53188

craig.webster@wisconsin.gov

PH: (262) 574-2141

CELL: (414) 303-3011

BAXTER & WOODMAN

ATTN: DAVID HEMMERICH, PE

500 EAST MAIN ST, SUITE 101

WATERFORD, WI 53185

PH: (815) 444-3207

dhemmerich@baxterwoodman.com

JOE KROLL PE, PLS

WALWORTH COUNTY

W4097 COUNTY ROAD NN

ELKORN, WI 53121

jkroll@co.walworth.wi.us

PH: (262) 741-3114

UTILITY CONTACTS

WE ENERGIES - ELECTRIC

ERIC KICKHAVER

OFFICE: (262) 806-9197

CELL: (262) 606-4271

eric.kickhaver1@we-energies.com

BRIGHTSPEED

MICHAEL RITCHIE

4610 S BALTIMORE LN, SUITE 102

MADISON, WI 53718

OFFICE: (608) 244-4140

CELL: (608) 347-7542

Mritchie@mi-tech.us

CHARTER COMMUNICATIONS

CODY THOMPSON

1348 PLAINFIELD AVE

JANESVILLE, WI 53545

PHONE: (608) 921-8282

Cody.Thompson@charter.com

EDGE BROADBAND

TARAN BLANCHARD

PHONE: (262) 458-4220

taran@edgebroadband.com

WE ENERGIES - GAS

SPENCER DOONER

PHONE: (262) 763-1083

spenser.dooner@we-energies.com

100 110 120

160 170 180 190

270 2

WISDOT/CADDS SHEET 42

EHWY: COUNTY:

P:\WALCO\2500419-CTH H NORTH\CAD\01_CIVIL 3D-2024\01_SHTS_PLANS\020201-PO.DWGFILE NAME : 3/11/2026 11:57 AMPLOT DATE : PLOT BY : NATHAN HARVEY

PROJECT NO:

PLOT NAME :

SHEET

PLOT SCALE : 1 IN:1000 FT

26-009 CTH H WALWORTH PROJECT OVERVIEW

LAYOUT NAME - 020201-po

BEGIN PROJECT

STA 100+13.90

Y: 294543.2781 X: 2343531.4626

GREENING RDU

R D

C O

U N

R D

N G

R D

N C

O U

N C

O U

W O

C O

U N

R T

4 N

16E

16 E

16E

R 4

16E

END PROJECT

STA 269+18.19

Y: 310168.9065 X: 2341498.9267

CULVERT #1

CULVERT #3

CULVERT #4

CULVERT #6

CULVERT #5

CULVERT #7

CULVERT #8

CULVERT #9

CTH H

16E

R T

4 N

16E

R T

4 N

16E

CTH

CULVERT #2

KETTLE MORAINE

STATE FOREST

KETTLE MORAINE

STATE FOREST

2 %2 % 4 %4 %

4:1 TYP

3:1MAX

11'

4' SHOULDER

11'

4' SHOULDER

66' - 100' (66' TYPICAL)

DRIVING LANEDRIVING LANE

TYPICAL FINISHED SECTION

EX R/W EX R/W

3:1 MAX

4:1 TYP3:1MAX3:1 MAX

EXISTING ASPHALT VARIES

3"-6" (4" PREDOMINATE)

ASPHALTIC MILLINGS

SHOULDER (TYP)

REMOVE ASPHALTIC SURFACE MILLING - 4" DEPTH

CONSTRUCT:

2.25" HMA PAVEMENT 3 LT 58-28 S - LOWER LAYER AND

1.75" HMA PAVEMENT 4 LT 58-28 S - UPPER LAYER

(4" TOTAL PAVEMENT THICKNESS)

TAPER OUT TO MEET

EXISTING GROUND

(3:1 MAX)

3' PAVED

SHOULDER

3' PAVED

SHOULDER

4" PULVERIZE

AND RELAY *

EXISTING BASE VARIES 3"-12"

(6"+ PREDOMINATE)

TYPICAL EXISTING SECTION - SIDEROADS

REMOVE ASPHALTIC SURFACE MILLING - 4" DEPTH*

CONSTRUCT:

2.25" HMA PAVEMENT 3 LT 58-28 S - LOWER LAYER

1.75" HMA PAVEMENT 4 LT 58-28 S - UPPER LAYER

(4" TOTAL PAVEMENT THICKNESS)

TYPICAL FINISHED SECTION - SIDEROADS

NOTE: SEE INTERSECTION DETAILS FOR

FURTHER CONSTRUCTION REQUIREMENTS

ROAD NAME A B (FT) C (FT)

ASPHALTIC MILLINGS

SHOULDER (TYP)

*PULVERIZE & RELAY IF NEEDED TO REMOVE ADDITIONAL ASPHALT

GREENING ROAD

BLUFF ROAD (EAST)

BLUFF ROAD (WEST)

YOUNG ROAD

ASPHALT

1.5

2 %2 %

4:1 TYP

3:1MAX

11'11'

66' - 100' (66' TYPICAL)

DRIVING LANEDRIVING LANE

TYPICAL FINISHED SECTION

STA 100+14 TO STA 106+81

EX R/W EX R/W

3:1 MAX

4:1 TYP3:1MAX

3:1 MAX

EXISTING ASPHALT VARIES

3"-6" (4" PREDOMINATE)

REMOVE ASPHALTIC SURFACE MILLING - 4" DEPTH

CONSTRUCT:

2.25" HMA PAVEMENT 3 LT 58-28 S - LOWER LAYER AND

1.75" HMA PAVEMENT 4 LT 58-28 S - UPPER LAYER

(4" TOTAL PAVEMENT THICKNESS)

4' PAVED

SHOULDER

4' PAVED

SHOULDER

4" PULVERIZE

AND RELAY *

EXISTING BASE VARIES 3"-12"

(6"+ PREDOMINATE)

STA 106+81 TO STA 126+57

STA 128+53 TO STA 132+17

STA 134+19 TO STA 139+03

STA 140+98 TO STA 144+78

STA 146+98 TO STA 151+80

STA 154+89 TO STA 157+24

STA 161+05 TO STA 193+01

STA 195+38 TO STA 196+79

STA 197+59 TO STA 198+91

STA 200+35 TO STA 202+99

STA 206+11 TO STA 208+60

STA 210+50 TO STA 212+88

STA 214+32 TO STA 216+76

STA 218+56 TO STA 224+41

STA 224+77 TO STA 237+45

STA 239+97 TO STA 241+70

STA 244+33 TO STA 245+67

STA 247+81 TO STA 253+43

STA 255+90 TO STA 256+70

STA 259+10 TO STA 263+47

STA 268+45 TO STA 269+18

CONCRETE CURB &

GUTTER 30" TYPE D

MGS GUARDRAIL 3

MODULAR BLOCK RETAINING WALL

(SEE CONSTRUCTION DETAIL SHEET 10)

4' PAVED

SHOULDER

STA 215+25 TO STA 217+22.32

VARIES

5.5'

6:1 MAX

PROPOSED BASE

(SEE CURB & GUTTER DETAIL)

* ONLY PULVERIZE WHERE 4" MILLING

DOES NOT COMPLETELY REMOVE

EXISTING ASPHALT SURFACE

* ONLY PULVERIZE WHERE 4" MILLING

DOES NOT COMPLETELY REMOVE

EXISTING ASPHALT SURFACE

WISDOT/CADDS SHEET 42

EHWY: COUNTY:

P:\WALCO\2500419-CTH H NORTH\CAD\01_CIVIL 3D-2024\01_SHTS_PLANS\020301-TS.DWGFILE NAME : 3/11/2026 11:57 AMPLOT DATE : PLOT BY : NATHAN HARVEY

PROJECT NO:

PLOT NAME :

SHEET

PLOT SCALE : 1 IN:10 FT

2500419 CTH H WALWORTH TYPICAL SECTIONS

LAYOUT NAME - 020301-ts

VARIES VARIES

11'

4' SHOULDER

11'

5' SHOULDER

DRIVING LANEDRIVING LANE

3' PAVED

SHOULDER

3' PAVED

SHOULDER

66' - 100' (66' TYPICAL)

4:1 TYP

3:1MAX3:1 MAX

3:1 MAX

4:1 TYP3:1MAX

ASPHALTIC MILLINGS

SHOULDER (TYP) TAPER OUT TO MEET

EXISTING GROUND

(3:1 MAX)

TYPICAL FINISHED SECTION

EXISTING ASPHALT VARIES

3"-6" (4" PREDOMINATE)

REMOVE ASPHALTIC SURFACE MILLING - 4" DEPTH

CONSTRUCT:

2.25" HMA PAVEMENT 3 LT 58-28 S - LOWER LAYER AND

1.75" HMA PAVEMENT 4 LT 58-28 S - UPPER LAYER

(4" TOTAL PAVEMENT THICKNESS)

4" PULVERIZE

AND RELAY *

EXISTING BASE VARIES 3"-12"

(6"+ PREDOMINATE)

VARIESVARIES

11'

4' SHOULDER

11'

4' SHOULDER

DRIVING LANEDRIVING LANE

3' PAVED

SHOULDER

3' PAVED

SHOULDER

66' - 100' (66' TYPICAL)

4:1 TYP

3:1MAX3:1 MAX

3:1 MAX

4:1 TYP3:1MAX

ASPHALTIC MILLINGS

SHOULDER (TYP) TAPER OUT TO MEET

EXISTING GROUND

(3:1 MAX)

TYPICAL FINISHED SECTION

EXISTING ASPHALT VARIES

3"-6" (4" PREDOMINATE)

REMOVE ASPHALTIC SURFACE MILLING - 4" DEPTH

CONSTRUCT:

2.25" HMA PAVEMENT 3 LT 58-28 S - LOWER LAYER AND

1.75" HMA PAVEMENT 4 LT 58-28 S - UPPER LAYER

(4" TOTAL PAVEMENT THICKNESS)

4" PULVERIZE

AND RELAY *

EXISTING BASE VARIES 3"-12"

(6"+ PREDOMINATE)

EX R/W EX R/W

STA 126+57 TO STA 128+53

STA 139+03 TO STA 140+98

STA 157+24 TO STA 161+05

STA 193+01 TO STA 195+38

STA 198+91 TO STA 200+35

STA 212+88 TO STA 214+32

STA 224+41 TO STA 224+77

STA 246+05 TO STA 247+81

STA 263+47 TO STA 268+45

STA 132+17 TO STA 134+19

STA 144+78 TO STA 146+98

STA 151+80 TO STA 154+89

STA 196+79 TO STA 197+59

STA 202+99 TO STA 206+11

STA 208+60 TO STA 210+50

STA 216+76 TO STA 218+56

STA 253+43 TO STA 255+90

STA 256+70TO STA 259+10

* ONLY PULVERIZE WHERE 4" MILLING

DOES NOT COMPLETELY REMOVE

EXISTING ASPHALT SURFACE

* ONLY PULVERIZE WHERE 4" MILLING

DOES NOT COMPLETELY REMOVE

EXISTING ASPHALT SURFACE

WISDOT/CADDS SHEET 42

EHWY: COUNTY:

P:\WALCO\2500419-CTH H NORTH\CAD\01_CIVIL 3D-2024\01_SHTS_PLANS\020301-TS.DWGFILE NAME : 3/11/2026 11:57 AMPLOT DATE : PLOT BY : NATHAN HARVEY

PROJECT NO:

PLOT NAME :

SHEET

PLOT SCALE : 1 IN:10 FT

26-009 CTH H WALWORTH

LAYOUT NAME - 020302-ts

TYPICAL SECTIONS 5

5.7% 5.7%

11'

4' SHOULDER

11'

4' SHOULDER

DRIVING LANEDRIVING LANE

3' PAVED

SHOULDER

3' PAVED

SHOULDER

66' - 100'

4:1 TYP

3:1MAX3:1 MAX

4:1 TYP3:1MAX

ASPHALTIC MILLINGS

SHOULDER (TYP)

TAPER OUT TO MEET

EXISTING GROUND

(3:1 MAX)

TYPICAL FINISHED SECTION

STA 237+45 TO STA 239+97

EXISTING ASPHALT VARIES

3"-6" (4" PREDOMINATE)

REMOVE ASPHALTIC SURFACE MILLING - 4" DEPTH

CONSTRUCT:

2.25" HMA PAVEMENT 3 LT 58-28 S - LOWER LAYER AND

1.75" HMA PAVEMENT 4 LT 58-28 S - UPPER LAYER

(4" TOTAL PAVEMENT THICKNESS)

4" PULVERIZE

AND RELAY *

EXISTING BASE VARIES 3"-12"

(6"+ PREDOMINATE)

2% & VARIES2% & VARIES 4 %4 %

4:1 TYP

3:1MAX

11'

6' SHOULDER

11'

4' SHOULDER

66' - 100'

DRIVING LANEDRIVING LANE

TYPICAL FINISHED SECTION

STA 239+97 TO STA 241+70

4:1 TYP3:1MAX3:1 MAX

EXISTING ASPHALT VARIES

3"-6" (4" PREDOMINATE)

ASPHALTIC MILLINGS

SHOULDER (TYP)

REMOVE ASPHALTIC SURFACE MILLING - 4" DEPTH

CONSTRUCT:

2.25" HMA PAVEMENT 3 LT 58-28 S - LOWER LAYER AND

1.75" HMA PAVEMENT 4 LT 58-28 S - UPPER LAYER

(4" TOTAL PAVEMENT THICKNESS)

TAPER OUT TO MEET

EXISTING GROUND

(3:1 MAX)

5' PAVED

SHOULDER

3' PAVED

SHOULDER

4" PULVERIZE

AND RELAY *

EXISTING BASE VARIES 3"-12"

(6"+ PREDOMINATE)

2% & VARIES 2% & VARIES

12'

TWO WAY LEFT

TURN LANE

VARIES 0' - 12'

12" BASE AGGREGATE DENSE 1 1/4-INCH

2' - 3' WIDENING

12" BASE AGGREGATE DENSE 1 1/4-INCH

2' - 3' WIDENING

2' - 10' WIDENING

12" BASE AGGREGATE DENSE 1 1/4-INCH

14' WIDENING

12" BASE AGGREGATE DENSE 1 1/4-INCH

EX R/W EX R/W

EX R/WEX R/W

VARIES

& VARIES & VARIES VARIES

* ONLY PULVERIZE WHERE 4" MILLING

DOES NOT COMPLETELY REMOVE

EXISTING ASPHALT SURFACE

* ONLY PULVERIZE WHERE 4" MILLING

DOES NOT COMPLETELY REMOVE

EXISTING ASPHALT SURFACE

WISDOT/CADDS SHEET 42

EHWY: COUNTY:

P:\WALCO\2500419-CTH H NORTH\CAD\01_CIVIL 3D-2024\01_SHTS_PLANS\020301-TS.DWGFILE NAME : 3/11/2026 11:57 AMPLOT DATE : PLOT BY : NATHAN HARVEY

PROJECT NO:

PLOT NAME :

SHEET

PLOT SCALE : 1 IN:10 FT

26-009 CTH H WALWORTH

LAYOUT NAME - 020303-ts

TYPICAL SECTIONS 6

6% & VARIES 6% & VARIES

11'

6' SHOULDER

11'

4' SHOULDER

DRIVING LANEDRIVING LANE

3' - 5' PAVED

SHOULDER

3' PAVED

SHOULDER

66' - 100'

4:1 TYP

3:1MAX3:1 MAX

VARIES

4:1 TYP3:1MAX

ASPHALTIC MILLINGS

SHOULDER (TYP) TAPER OUT TO MEET

EXISTING GROUND

(3:1 MAX)

TYPICAL FINISHED SECTION

STA 241+70 TO STA 246+05

EXISTING ASPHALT VARIES

3"-6" (4" PREDOMINATE)

REMOVE ASPHALTIC SURFACE MILLING - 4" DEPTH

CONSTRUCT:

2.25" HMA PAVEMENT 3 LT 58-28 S - LOWER LAYER AND

1.75" HMA PAVEMENT 4 LT 58-28 S - UPPER LAYER

(4" TOTAL PAVEMENT THICKNESS)

4" PULVERIZE

AND RELAY

EXISTING BASE VARIES 3"-12"

(6"+ PREDOMINATE)

VARIES 0' - 12'

12" BASE AGGREGATE DENSE 1 1/4-INCH

2' - 3' WIDENING

5' PAVED

SHOULDER VARIES

(1% MIN)

CONCRETE CURB AND GUTTER

4-INCH SLOPED 36-INCH TYPE D

PROPOSED BASE (SEE CURB & GUTTER DETAIL)

STA 242+00 TO STA 245+13

8' - 18' WIDENING

12" BASE AGGREGATE DENSE 1 1/4-INCH

EX R/W EX R/W

WISDOT/CADDS SHEET 42

EHWY: COUNTY:

P:\WALCO\2500419-CTH H NORTH\CAD\01_CIVIL 3D-2024\01_SHTS_PLANS\020301-TS.DWGFILE NAME : 3/11/2026 11:57 AMPLOT DATE : PLOT BY : NATHAN HARVEY

PROJECT NO:

PLOT NAME :

SHEET

PLOT SCALE : 1 IN:10 FT

26-009 CTH H WALWORTH

LAYOUT NAME - 020304-ts

TYPICAL SECTIONS 7

DETAIL FOR MAINLINE CULVERT PIPE TRENCHES

**MATERIAL TO BE USED IF NATIVE MATERIALS ARE UNSUITABLE

FOR PIPE FOUNDATION OR IF DIRECTED BY THE ENGINEER.

NOTES:

1. BACKFILL SLURRY REQUIRED EDGE OF SHOULDER TO EDGE OF SHOULDER.

2. BERM ENDS OF CULVERT TO PREVENT SLURRY FROM LEAVING THE TRENCH WITH

SPOILS FROM TRENCH OR BASE AGGREGATE DENSE 1 1/4-INCH AT THE DIRECTION

OF THE ENGINEER.

3. PROVIDE STEEL COVER PLATES OVER TRENCH AFTER SLURRY IS PLACED UNTIL

SLURRY HAS SUFFICIENTLY SET-UP TO ALLOW PLACEMENT OF BASE AGGREGATE.

THE COVER PLATES SHALL BE CONSIDERED INCIDENTAL TO THE APPROPRIATE

CULVERT PIPE ITEM.

4. SAW CUTTING AND REMOVAL OF ASPHALT PAVEMENT AND CONCRETE OVER

CULVERTS IS INCIDENTAL TO CULVERT PIPE REMOVAL & INSTALLATION. NO

ADDITIONAL PAYMENT SHALL BE MADE.

5. SLURRY BACKFILL SHALL ALSO BE USED WHERE EXISTING CULVERTS ARE

REMOVED IN A DIFFERENT LOCATION THAN PROPOSED.

6. TEMPORARY AGGREGATE MAY BE BASE AGGREGATE OR ASPHALTIC MILLINGS AT

CONTRACTOR OPTION, BUT THE TEMPORARY AGGREGATE SHALL BE MAINTAINED

UNTIL PERMANENTLY PATCHED OR PAVED, INCLUDING REMOVING RUTS, FILLING

POTHOLES & SETTLEMENTS, AND MAINTAINING A SMOOTH DRIVING SURFACE TO

SATISFACTION OF THE ENGINEER. IF THE TEMPORARY AGGREGATE MEETS

SPECIFICATIONS, IT MAY BE USED IN PERMANENT CONSTRUCTION AS APPROVED

BY THE ENGINEER.

7. CONTRACTOR SHALL HAVE STEEL PLATES AVAILABLE TO PUT IN PLACE AT ALL

TIMES IN CASE EMERGENCY ACCESS ACROSS THE OPEN TRENCH IS REQUIRED.

4" HMA PAVEMENT

TRENCH FOUNDATION

**BACKFILL GRANULAR GRADE 2

OR BASE AGGREGATE DENSE (3/4" OR 1- 1/4")

BACKFILL SLURRY

(PAID SEPARATELY)

6"-12" WELL-COMPACTED

BASE AGGREGATE DENSE 1 1/4-INCH

(INCIDENTAL)

TEMPORARY AGGREGATE

(INCIDENTAL - SEE NOTE 6)

END VIEW

OR AS DIRECTED

BY THE ENGINEER

FLOW

SIDE VIEW

CULVERT PIPE CHECK

PIPE SIZE

12" 15" 18" 21" 24" 27" 30" 36" 42" 48"

ESTIMATED NO. OF BAGS

ESTIMATED BAG SIZE = 18" X 12" X 6"

(INSTALL ON INLET END ONLY)

EXCAVATION BELOW SUBGRADE (EBS) DETAIL

NOT TO SCALE

SECTION A-A

ENDWALL

18" MIN. THICKNESS

FOR RIPRAP MEDIUM

RIPRAP TREATMENT AT CULVERTS

24" MIN. THICKNESS

FOR RIPRAP HEAVY

NOT TO SCALE

* UNLESS NOTED IN PLANS

LIMITS OF PAY ITEM

"REMOVING ASPHALTIC

SURFACE BUTT JOINTS"

BUTT JOINT DETAIL

CONST. TEMP. ASPHALT WEDGE UNLESS

ASPHALT PAVEMENT OVERLAY IS CONSTRUCTED

IMMEDIATELY AFTER BUTT JOINT CONST.

REMOVING ASPHALTIC SURFACE MILLING

HMA PAVEMENT

* IF TRANVERSE MILLING IS USED

NO SAWCUT IS REQUIRED

NOT TO SCALE

ASPHALT MILLINGS

COST IS INCIDENTAL TO THE ITEM OF "REMOVING ASPHALTIC PAVEMENT MILLING"

TYPICAL TEMPORARY JOINT DETAIL

BREAKER RUN

EXCAVATE AREAS DETERMINED

THROUGH PROOF ROLLING TO

CLEAN AND STRAIGHT LINES, PAID

AS COMMON EXCAVATION

MAX. 1/2 DIA. OF

CULVERT PIPE

4" DEPTH - SAWING ASPHALT REQ'D.*

WHEN ABUTTING ASPHALT PAVEMENT.

NO SAWCUT ABUTTING EXISTING

CONCRETE PAVEMENT

BUTTED JOINT

EXIST. PAVEMENT

4" MILL DEPTH

EXIST. ASPH. PAVEMENT

MILLING DEPTH

BASE AGGREGATE DENSE

1 1/4-INCH (TWO LIFTS)

TOP OF MILLED ROADWAY

SAND BAGS

PIPE

APRON ENDWALL

6" MIN.

SAND BAGS

PIPE

6" MIN.

2W (T

O R

B Y

1'1' VARIABLE

EROSION MAT URBAN CLASS I

TYPE B. PLACE AT BOTH

UPSTREAM AND DOWNSTREAM

CULVERT ENDS. PLACEMENT

DIMENSIONS AS DETERMINED

BY THE ENGINEER.

GENERALLY MATCH TOP OF

RIP RAP TO FINISH GRADE

18" FOR RIPRAP MEDIUM

24" FOR RIPRAP HEAVY12" MIN. OR MATCH

EXISTING CHANNEL SHAPE

GEOTEXTILE FABRIC,*

TYPE "HR" REQ'D.

MATCH EXISTING ASPHALTIC

PAVEMENT SURFACE

INLET COVER TYPE BH

NEENAH R-2560-G/R-1740-B OR APPROVED EQUAL

35 1/2"

26 1/2"

24 1/8"

25 3/4"

7/8"

WISDOT/CADDS SHEET 42

EHWY: COUNTY:

P:\WALCO\2500419-CTH H NORTH\CAD\01_CIVIL 3D-2024\01_SHTS_PLANS\021001-CD.DWGFILE NAME : 3/11/2026 11:57 AMPLOT DATE : PLOT BY : NATHAN HARVEY

PROJECT NO:

PLOT NAME :

SHEET

PLOT SCALE : 1 IN:10 FT

26-009 CTH H WALWORTH CONSTRUCTION DETAILS

LAYOUT NAME - 021001-cd 01

CURB AND GUTTER DETAIL

WIDENED AREA

4" HMA PAVEMENT

EXISTING EDGE

OF PAVEMENT

4" TOPSOIL OR SALVAGED TOPSOIL,

SEED, FERTILIZER, AND EROSION MAT

CLASS I URBAN TYPE B

1' (MIN)

12"

10 1/2"

3:1 MAX

12"

2:1 MAX

CUT SECTION

FILL SECTION

12" MIN

SEE NOTE

NOTES:

1. CURB AND GUTTER EXCAVATION AT

INTERSECTIONS IS INCLUDED IN GRADING

AND SHAPING INTERSECTION.NOT TO SCALE

EDGE OF PAVED

SHOULDER

AGG. SHLDR.

LEGEND

RURAL DRIVEWAY DETAIL

ASPHALT

DRIVEWAY

GRAVEL

DRIVEWAY MAILBOX

ASPHALTIC SURFACE DRIVEWAYS AND

FIELD ENTRANCES 3" MIN. THICKNESS.

INCLUDES GRADING AND SHAPING

NECESSARY TO COMPLETE THIS AREA.

NOT TO SCALE

4:1 MAX

DRIVEWAY GRADING DETAIL

NOT TO SCALE

DWY

C/L

DWY WIDTH VARIES

PROPOSED CULVERT (RE)PLACEMENT

(0.5% MIN. SLOPE) PROPOSED DITCH

PROPOSED DITCH

NOTES:

1. DITCH LENGTHS SHOWN ON PLANS ARE ESTIMATE ONLY.

CONTRACTOR TO DETERMINE LENGTH REQUIRED TO ACHIEVE

POSITIVE DRAINAGE.

*2. DITCH SLOPES LESS THAN 1% MAY BE ALLOWED IN FLAT AREAS TO

AVOID EXCESSIVELY LONG DITCHING AT THE ENGINEERS

DISCRETION

**3. MATCH EXISTING DITCH SLOPE IF > 6%

6% MAX**

1% MIN *

EDGE OF FINAL DRIVEWAY

SURFACE (TYP.)

DETAIL FOR DRIVEWAY CULVERT PIPE TRENCHES

**MATERIAL TO BE USED IF NATIVE MATERIALS ARE UNSUITABLE

FOR PIPE FOUNDATION OR IF DIRECTED BY THE ENGINEER.

ASPHALTIC SURFACE DRIVEWAYS AND

FIELD ENTRANCES 3" MIN. THICKNESS.

INCLUDES GRADING AND SHAPING

NECESSARY TO COMPLETE THIS AREA.

OR BASE AGGREGATE DENSE 3/4-INCH.

TRENCH FOUNDATION

**BACKFILL GRANULAR GRADE 2

OR BASE AGGREGATE DENSE (3/4" OR 1-1/4")

BASE AGGREGATE

DENSE 1 1/4-INCH

(INCIDENTAL)

TEMPORARY AGGREGATE TO RESTORE ACCESS

(INCIDENTAL)

BASE AGGREGATE DENSE 1 1/4-INCH AS REQUIRED

WHERE FILL ABOVE PIPE IS GREATER THAN 12 INCHES

(PAID SEPARATELY)

CONCRETE CURB & GUTTER INLET DETAIL

NOT TO SCALE

6'-0" 6'-0"

EDGE OF PAVED

SHOULDER

FLOW LINE

MATCH EXISTING

DITCHLINE TO

INLET FLOWLINE

4' -9

0.5% MIN

'-3

SHLD

ROLLED

EDGE 12" 24"

12" 36 1 4"

SHLD

ROLLED EDGE

12" 4'-9"

ROUNDED

SHLD

A B

B C

SECTION A-A

SECTION B-B

SECTION C-C

PLAN

QUANTITY OF CONCRETE

SECTION A-A TO C-C

0.97 cu yd.

ROLLED

EDGE

MAX. 1/2 DIA. OF

CULVERT PIPE

FINISHED SURFACE OVER TOP

OF CULVERT MAY BE FLATTER

MIN. 6" COVER

BASE AGGREGATE DENSE 3/4 - INCH

10' IF LESS THAN 5', EXTEND

DRIVEWAY PAVING 5' PAST

MAILBOX

SAWCUT (ASPH. DRIVEWAYS ONLY

PAID UNDER SEPARATE ITEM)

10'

5' BEYOND PROPOSED

CULVERT C/L (TYP) OR MIN. 6'

BASE AGGREGATE DENSE 1 1/4-INCH (MAX LIFT 6")

CONCRETE CURB AND GUTTER

6-INCH OR 4-INCH SLOPED 36-INCH,

TYPE D OR 30-INCH TYPE D

NOTES:

1. ANY ADDITIONAL BASE AGG. DENSE REQ'D. SHALL

BE PAID UNDER ITEM - "BASE AGGREGRATE DENSE 1

1/4-INCH".

*2. MATCH EXISTING DRIVEWAY TAPER IF GREATER THAN

10 FEET.

C/L

*MIN.*MIN.

4:1 MAX

PULVERIZED PAVEMENT

STA 188+61 LT

STA 245+00 RT

WISDOT/CADDS SHEET 42

EHWY: COUNTY:

P:\WALCO\2500419-CTH H NORTH\CAD\01_CIVIL 3D-2024\01_SHTS_PLANS\021001-CD.DWGFILE NAME : 3/11/2026 11:57 AMPLOT DATE : PLOT BY : NATHAN HARVEY

PROJECT NO:

PLOT NAME :

SHEET

PLOT SCALE : 1 IN:10 FT

26-009 CTH H WALWORTH CONSTRUCTION DETAILS

LAYOUT NAME - 021001-cd 02

3/4-INCH DENSE CRUSHED

AGGREGATE MATERIAL

(INCLUDED)

GRANULAR FILL

(INCLUDED)

3" DIAMETER PERFORATED

FLEXIBLE PIPE W/FABRIC

OUTLINER (INCLUDED)

SOIL REINFORCEMENT

PER MANUFACTURER'S

REQUIREMENTS (TYP)

12" MIN

. B U

MIN.

BASE AGGREGATE DENSE

3/4-INCH

MODULAR BLOCK RETAINING WALL DETAIL

NOT TO SCALE

6:1 MAX

MIN.

L H

H T

'-4

LAWN

RESTORATION

STA 215+25.00 TO STA 217+22.32

MATCH EXISTING

GRADE

WALL EXCAVATION LIMITS SHALL

NOT EXTEND PAST EDGE OF

EXISTING PAVEMENT

WISDOT/CADDS SHEET 42

EHWY: COUNTY:

P:\WALCO\2500419-CTH H NORTH\CAD\01_CIVIL 3D-2024\01_SHTS_PLANS\021001-CD.DWGFILE NAME : 3/11/2026 11:57 AMPLOT DATE : PLOT BY : NATHAN HARVEY

PROJECT NO:

PLOT NAME :

SHEET

PLOT SCALE : 1 IN:10 FT

26-009 CTH H WALWORTH CONSTRUCTION DETAILS

LAYOUT NAME - 021001-cd 03

CHIS

BLDG

CONC

ASPH

RAILROAD TIE

EDGING

GRVL

PLANTER W/

BUSHES

STEP TO ENTRANCE

OF BLDG

TIMBER PLANTER W/

BUSHES

TIMBER WALL

ASPH

RAILROAD TIES

EDGING

ASPH

" C

IE = 932.15

20"

15" 17" 24"

20" BM#51

CONC PAD FOR

UTILITY CABINETS

WARNING SIGN ON

POST

"FIBER OPTIC"

GRVL

2-24"

ASPH

99+00 100+00 101+00 102+00

O H

OH OH OH OH

E E E E

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

G G

OH OH OH OH OH OHFO

FO FO FO

T T

FO FO FO

ARTER

BRIGHTSPEEDSS

SS21

" C

3 BEES INVESTING LLC

H LG1500011

#W6098

HENRY DARR TR

99+00 100+00 101+00 102+00

: 1

R T

04 N

16E

04N

16E

99+00 100+00 101+00 102+00

: 1

CP #1 CHISEL "X"

STA 100+17.45

31.2 LT

Y=294547.2040 X=2343500.2810

EL 944.677

C/L CTH H STA 99+57.23

C/L USH 12

PHCE

LCE

X X

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

940.91 EOP

15.0' RT

+17.9

940.83 EOP

15.0' RT +25.9

941.28 EOP

14.0' RT +51.6

942.87 EOP

15.0' RT +45.5

14.0' LT +07.4

941.58 EOP

15.0' LT

+85.6

941.19 EOP

15.0' LT

+93.6

14.9' LT +44.1

WISDOT/CADDS SHEET 42

EHWY: COUNTY:

P:\WALCO\2500419-CTH H NORTH\CAD\01_CIVIL 3D-2024\01_SHTS_PLANS\021101-ID.DWGFILE NAME : 3/11/2026 11:58 AMPLOT DATE : PLOT BY : NATHAN HARVEY

PROJECT NO:

PLOT NAME :

SHEET

PLOT SCALE : 1 IN:20 FT

26-009 CTH H WALWORTH INTERSECTION DETAILS: CTH H AT STH 12

LAYOUT NAME - USH 12

66'

EX R/W

BEGIN PROJECT

STA 100+13.90

Y: 294543.2781 X: 2343531.4626

MATCH EXISTING

BUTT JOINT REQ'D

AGGREGATE SHOULDER

(WIDTH VARIES)

3' PAVED SHOULDER

BENCHMARK

NO. NORTHING EASTING ELEVATION DESCRIPTION

51 294628.5010 2343505.7230 942.5220 MINI RAILROAD SPIKE IN EAST FACE OF POWER POLE IN WEST

PARKWAY 1ST POWER POLE NORTH OF STH 12 AND CTH H.

FOR CULVERT #1 DETAIL

SHEET 16

CTH H

N B

W Y

4' PAVED SHOULDER

(ASPHALT)

CONC CURB & GUTTER 30-INCH TYPE D

(TYP)

ASPHALTIC SURFACE FOR

DRIVEWAYS & FIELD ENTRANCES

CONCRETE SURFACE DRAIN

(SURROUND INLET BY AT LEAST

6-INCHES ON ALL SIDES AND IN

A BOWL SHAPE)

CONCRETE SURFACE DRAIN

(SURROUND INLET BY AT LEAST

6-INCHES ON ALL SIDES AND IN

A BOWL SHAPE)

°2

6'4 3"

' 178°27'15"'

INLET PROTECTION

TYPE C (TYP)

MAINTAIN EXISTING

ASPHALTIC SURFACE

MAINTAIN EXISTING

CONCRETE SIDEWALK

REMOVING ASPHALTIC SURFACE

ASPHALTIC SURFACE

FOR DRIVEWAYS &

FIELD ENTRANCES

10' TAPER

SAW CUT FROM INSIDE

SIDEWALK CORNER

PARALLEL TO ROAD

MAINTAIN EXISTING

ASPHALTIC SURFACE

25'

R15'

REMOVING ASPHALTIC

SURFACE

REMOVING ASPHALTIC SURFACE

(SAW CUT INCLUDED)

ASPHALTIC APRON

BEGIN C&G

REMOVE CURB AND GUTTER

(SAW CUT INCLUDED)

REMOVE CURB AND GUTTER

POST

BM#53

18" CMP

RETAINING WALL

IE = 941.13 IE = 940.05

12"

HEAVY BRUSH

LIN

24" 12" 14"

TREE LINE

ASPH

IE = 938.98 IE = 939.23

10' HEDGE

110+00 111+00 112+00

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

G G G G G

WE ENERGIES (GAS) 2"

T T

T T T

FO FO FO FO FO FO

CHARTER

BRIGHTSPEED

FO FO FO FO

G G G G

G G

T T

#N8597

110+00 111+00 112+00

: 1

110+00 111+00 112+00

: 1

CP #4 REBAR

STA 111+28.51

19.3 RT

Y=295657.0440 X=2343580.0360

EL 942.087

C/L CTH H STA 110+58.45

C/L GREENING RD

INV 940.73

INV 939.88

CPCS 18-INCH

LENGTH: 51 FT

SLOPE: 1.66%

56.8' RT+71.2

46.3' RT +21.1

N1°19'16"E

148.45'

N1°13'50"E

441.55'

PHPE

INV 937.90

INV 938.52

27.3' LT+07.8

24.6' LT+37.6

PACS 17X13-INCH

LENGTH: 30 FT

W/APRON ENDWALLS

X XXX XX XXX XXX XXX XX

943.94 EOP

16.0' RT PC

+32.9

943.68 EOP

47.5' RT PC +05.8

943.39 EOP

35.1' RT PT

+69.6

942.38 EOP

16.0' RT PT +22.2

943.50 EOP

21.1' RT MID+53.6

942.54 EOP

26.8' RT MID +04.411.0' RT+57.9

11.0' RT +72.2

61.0' RT+32.9

36.0' RT +22.2

14.0' RT +53.4

14.0' RT+02.9

15.3' RT+22.9

WISDOT/CADDS SHEET 42

EHWY: COUNTY:

P:\WALCO\2500419-CTH H NORTH\CAD\01_CIVIL 3D-2024\01_SHTS_PLANS\021101-ID.DWGFILE NAME : 3/11/2026 11:58 AMPLOT DATE : PLOT BY : NATHAN HARVEY

PROJECT NO:

PLOT NAME :

SHEET

PLOT SCALE : 1 IN:20 FT

26-009 CTH H WALWORTH INTERSECTION DETAILS: CTH H AT GREENING RD

LAYOUT NAME - Greening Road

CTH H

GREENING ROAD

49.5'

EX R/W

R4 5'

R20' EOP

125°6'39"'

179°54'34"'

REMOVE SMALL PIPE CULVERT

REMOVE ASPHALT SURFACE AND

ASPHALTIC SURFACE FOR DRIVEWAYS

AND FIELD ENTRANCE

1' AGGREGATE SHOULDER

3' AGGREGATE SHOULDER

3' PAVED SHOULDER

3' AGGREGATE SHOULDER

2' AGGREGATE SHOULDER

3' PAVED SHOULDER

BENCHMARK

NO. NORTHING EASTING ELEVATION DESCRIPTION

53 295517.2520 2343522.5940 946.6100 MINI RAILROAD SPIKE IN EAST FACE OF POWER POLE IN WEST

PARKWAY 1ST POLE SOUTH OF GREENING RD

PROJECT LIMITS

BUTT JOINT REQ'D

- 62.3' LT

2.5' AGGREGATE

SHOULDER

21'

TAPER

REMOVE SMALL PIPE CULVERT

CAUTION

CONC CURB AND GUTTER 4-INCH

SLOPED 36-INCH TYPE D (TYP)

(ASPHALT)

-2.05%

-0.50%

CULVERT PIPE CHECK

(TYP)

ASPHALTIC FLUME

-0.72%

ASPHALTIC

FLUME

CULVERT PIPE CHECK

(TYP)

SLOPE INTERCEPT

(TYP)

GRADING AND SHAPING

DITCHES - 25 LF

GRADING AND SHAPING

DITCHES - 25 LF

EROSION BALES

SILT FENCE

-5 .2

GRADING AND SHAPING DITCHES - 50 LF

GRADING AND SHAPING

DITCHES - 25 LF

3' PAVED SHOULDER

GUY

POST

TREE LINE

2-15"10"

13"6"

14"

20" 24"

14"

8" 5"

4' BARB WIRE

FENCE

BM#65

POST WITH YELLOWREFLECTOR

RVL

GRVL

239+00

240+00 241+00

WE ENERGIES (ELECTRIC)

T T

T T T T T T T T T T

239+00

240+00 241+00

: 2

CP #15 REBAR

STA240+66.95

30.2 RT

Y=307618.2560 X=2342512.9070

EL 904.588

C-15

C/L CTH H STA 240+23.17

C/L BLUFF ROAD (EAST)

PI STA = 3+49.30

Y = 307507.623 X = 2342680.791

D = 12°03'44" T = 129.09' L = 252.08' R = 475.00'

PC STA = 2+20.21

Y = 307401.681 X = 2342754.543

PT STA = 4+72.29

Y = 307561.664 X = 2342563.562

DB = N34°50'38"W

DA = N65°15'03"W

LTDELTA = 30°24'25"

N65°15'03"W

173.40'

XXXXXXXXXXXXXXXXXXX

906.58 EOP

22.0' RT PC +69.7

905.67 EOP

41.5' RT PC +36.2

905.98 EOP

30.3' RT MID +84.8

904.75 EOP

27.1' RT MID +53.7

906.85 EOP

48.1' RT PT

+87.1

904.18 EOP

22.0' RT PT

+75.8

42.0' RT+69.7

72.0' RT

+75.8

21.7' RT

+59.1

17.0' RT

+25.8

20.0' RT

+07.2

50.3' RT

+31.0

14.5' RT+84.3

18.6' RT+21.8

20.0' RT+68.5

WISDOT/CADDS SHEET 42

EHWY: COUNTY:

P:\WALCO\2500419-CTH H NORTH\CAD\01_CIVIL 3D-2024\01_SHTS_PLANS\021101-ID.DWGFILE NAME : 3/11/2026 11:58 AMPLOT DATE : PLOT BY : NATHAN HARVEY

PROJECT NO:

PLOT NAME :

SHEET

PLOT SCALE : 1 IN:20 FT

26-009 CTH H WALWORTH INTERSECTION DETAILS: CTH H AT BLUFF ROAD (EAST)

LAYOUT NAME - Bluff Road (East)

CTH H

BLU

FF ROAD

EX R/W

66'

EX R/W

66'

EX R/W

BENCHMARK

NO. NORTHING EASTING ELEVATION DESCRIPTION

65 307641.0610 2342550.4570 907.3260 MINI RAILROAD SPIKE IN POWER POLE AT NORTH CORNER OF

CTH H AND BLUFF RD TO EAST.

R50' EOP

88°2'5"'

1' AGGREGATE SHOULDER

3' PAVED SHOUDLER

3' PAVED SHOULDER

1' AGGREGATE SHOULDER

PROJECT LIMITS

BUTT JOINT REQ'D

- 104.7 RT

3' AGGREGATE SHOULDER

24'

CONC CURB AND GUTTER

4-INCH SLOPED 36-INCH TYPE D (TYP)

1' AGGREGATE SHOULDER

3' PAVED SHOULDER

CURVE NO. C-15

TAPER

(ASPHALT)

R20' EOP

-3.21%

4.68%

4.26%

ASPHALTIC FLUME

SLOPE INTERCEPT (TYP)

23'

19.75'

3' AGGREGATE SHOULDER

TAPER

3' AGGREGATE SHOULDER

GRADING AND SHAPING DITCHES -

98 LF

GRADING AND SHAPING DITCHES -

50 LF

GUY

POST

IE = 898.28

IE = 897.10

" C M

12"

18'10"

25'13"

20'13"

BM#66

GRVL

BLACK AND WHITE

MARKER

BLACK AND WHITE

MARKER

ASPH

20' 10"

STEEL POST

2-10"

4" 5"

3' STONE

2' STONE

3' STONE

4' B

4"x4" WOOD POST

8' TALL

TREE LINE

5' STONE

242+00

243+00

244+00

WE ENERGIES (ELECTRIC)

MARETA R HALEH LG 400004A

#W6234#W6238

242+00

243+00

244+00

PC: 241+70.65

: 2

242+00

243+00

244+00

PC: 241+70.65

: 2

CP #16 REBAR

STA 243+43.33

36.0 LT

Y=307721.2080 X=2342244.8130

EL 902.073

C-16

C/L CTH H STA 243+08.60

C/L BLUFF ROAD (WEST)

PI STA = 7+84.26

Y = 307692.269 X = 2342280.247

D = 16°51'06" T = 138.57' L = 263.17' R = 340.00'

PC STA = 6+45.69

Y = 307634.255 X = 2342406.093

PT STA = 9+08.86

Y = 307821.723 X = 2342230.808

DB = N65°15'03"W

DA = N20°54'08"W

RTDELTA = 44°20'55"

XXXXXXXXXXXXXXXX

900.83 EOP

66.5' LT PC

+13.4

903.53 EOP

22.0' LT PC +58.0

901.74 EOP

34.0' LT MID+79.3

901.93 EOP

37.9' LT MID+34.6

902.40 EOP

22.0' LT PT

+33.7

900.33 EOP

67.9' LT PT +36.3

21.7' LT

+67.3

52.0' LT

+58.0

900.82 EOP

22.0' RT +00.0

901.98 EOP

25.0' LT QTR

+57.4

901.51 EOP

48.1' LT QTR

+98.3

19.0' LT

+91.6

14.9' LT

+28.4

21.3' RT

+89.3

20.0' LT+03.9

17.0' LT

+86.1

WISDOT/CADDS SHEET 42

EHWY: COUNTY:

P:\WALCO\2500419-CTH H NORTH\CAD\01_CIVIL 3D-2024\01_SHTS_PLANS\021101-ID.DWGFILE NAME : 3/11/2026 11:58 AMPLOT DATE : PLOT BY : NATHAN HARVEY

PROJECT NO:

PLOT NAME :

SHEET

PLOT SCALE : 1 IN:20 FT

26-009 CTH H WALWORTH INTERSECTION DETAILS: CTH H AT BLUFF ROAD (WEST)

LAYOUT NAME - Bluff Road (West)

CTH H

UFF

OAD

66'

EX R/W

21'

PROJECT LIMITS

BUTT JOINT REQ'D

- 92.6' LT

3' AGGREGATE

SHOULDER

66'

11'

12' 11'

CONC CURB & GUTTER 4-INCH

SLOPED 36-INCH TYPE D (TYP)

TAPER

150'R EOP

+33.7 172.0' LT

CURVE NO. C-16

5' PAVED SHOULDER

30'R EOP

BENCHMARK

NO. NORTHING EASTING ELEVATION DESCRIPTION

66 307722.9850 2342214.6210 899.6680 MINI RAILROAD SPIKE IN POWER POLE WITH LIGHT AT

NORTHWEST CORNER CTH H AND BLUFF RD TO THE WEST

(ASPHALT)

SEE CULVERT #8 DETAIL

SHEET 23

4.7 4%

2.64%

0.92%

1.66%

ASPHALTIC FLUME

INLET PROTECTION

TYPE B

-5.08%

SLOPE INTERCEPT

(TYP)

ASPHALTIC FLUME

2.5'-1.5' AGGREGATE SHOULDER

AGGREGATE SHOULDER

SEE CURB GRADES ON PLAN

AND PROFILE SHEET 43

24'

TAPER

90°47'57"'

TAPER

SLOPE INTERCEPT

(TYP)

GRADING AND SHAPING DITCHES -

136 LF (LESS THAN 1%)

TEMPORARY DITCH CHECK

POST

IE 884.20

IE 883.65

20"X15" CMP

GRVL

BLACK AND WHITE

MARKER

BLACK AND WHITE

MARKER

SIGN POST

15"

10"

4" 21"

15" DEAD

21"

2-10"

GRVL

POSTS WITH

REFLECTORS

268+00 269+00 270+00

O H

T T

CHARTER

T T

268+00 269+00 270+00

: 2

CP #17 REBAR

STA 268+95.69

45.2 LT

Y=310135.2010 X=2341460.9730

EL 887.51

C-20

C/L CTH H STA 269+06.80

C/L YOUNG ROAD

C/L CTH H STA 269+21.67

C/L COUNTY LINE ROAD

N15°17'31"W

61.29'

PI STA = 265+97.77

Y = 309857.485 X = 2341583.740

D = 2°43'42" T = 250.09' L = 497.83' R = 2100.00'

PC STA = 263+47.69

Y = 309638.491 X = 2341704.505

PT STA = 268+45.51

Y = 310098.716 X = 2341517.783

DB = N28°52'29"W

DA = N15°17'31"W

RTDELTA = 13°34'57"

PACS 21X15-INCH

LENGTH: 10 FT

SLOPE: 0.82%

INV 884.28

X X

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

X X

887.18 EOP

17.0' RT PC

+37.6

886.57 EOP

29.8' RT MID +63.6

887.63 EOP

58.5' RT PT

+66.8

47.0' RT+38.9

17.0' RT+27.7

14.0' RT+87.3

11.0' RT+47.1

21.0' LT+60.3

14.0' LT+70.8

30.5' RT+43.5

WISDOT/CADDS SHEET 42

EHWY: COUNTY:

P:\WALCO\2500419-CTH H NORTH\CAD\01_CIVIL 3D-2024\01_SHTS_PLANS\021101-ID.DWGFILE NAME : 3/11/2026 11:58 AMPLOT DATE : PLOT BY : NATHAN HARVEY

PROJECT NO:

PLOT NAME :

SHEET

PLOT SCALE : 1 IN:20 FT

26-009 CTH H WALWORTH INTERSECTION DETAILS: CTH H AT YOUNG ROAD/COUNTY LINE ROAD

LAYOUT NAME - Young Road

CTH H

EX R/W

66'

100'

30'R EOP

11' 11'

3' PAVED SHOULDER

1' AGGREGATE SHOULDER

3' AGGREGATE SHOULDER

END PROJECT

STA 269+18.19

Y: 310168.9065 X: 2341498.9267

BUTT JOINT REQ'D

20.6'

TAPER

67°25'16"'

178°22'36"'

CURVE NO. C-20

CONC CURB & GUTTER 4-INCH

SLOPED 36-INCH TYPE D

(ASPHALT)

12'

MAINTAIN EXISTING CULVERT

W O

N C

O U

ASPHALTIC FLUME

-2.00%

3.50%

SLOPE INTERCEPT

(TYP)

CAUTION: SHALLOW CULVERT PIPE

11'

GRADING AND SHAPING

DITCHES - 50 LF

CHIS

BLDG

CONC

ASPH

RAILROAD TIE

EDGING

GRVL

PLANTER W/

BUSHES

STEP TO ENTRANCE

OF BLDG

TIMBER PLANTER W/

BUSHES

TIMBER WALL

ASPH

RAILROAD TIES

EDGING

ASPH

" C

IE = 932.15

20"

15" 17" 24"

20" BM#51

CONC PAD FOR

UTILITY CABINETS

WARNING SIGN ON

POST

"FIBER OPTIC"

GRVL

2-24"

ASPH

99+00 100+00 101+00 102+00

O H

OH OH OH OH

E E E E

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

G G

OH OH OH OH OH OHFO

FO FO

T T

FO FO FO

ARTER

BRIGHTSPEEDSS

SS21

" C

R T

04 N

16E

04N

16E

3 BEES INVESTING LLC

H LG1500011

#W6098

H LG1500016

99+00 100+00 101+00 102+00

: 1

X X

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

99+00 100+00 101+00 102+00

: 1

CP #1 CHISEL "X"

STA 100+17.45

31.2 LT

Y=294547.2040 X=2343500.2810

EL 944.677

PHPE

LPE

C/L CTH H STA 99+57.23

C/L STH 12

1ASTA 100+91.62, 21.29' LT

INLETS 4-BEEHIVE GRATE

RIM = 940.50

INVERT = 936.846, 21" NE

CPRC CLASS IV 21-INCH

LENGTH: 64 FT

SLOPE: 1.36%

STA 101+28.71, 30.84' RT

INLETS MEDIAN 1 GRATE

RIM = 938.85 (NO SLOPE)

INVERT = 936.21, 21" SW

INVERT = 936.21, 21" NE (EX)

N0°52'16"W

125.00'

N0°40'29"E

220.00'

WISDOT/CADDS SHEET 42

EHWY: COUNTY:

P:\WALCO\2500419-CTH H NORTH\CAD\01_CIVIL 3D-2024\01_SHTS_PLANS\021201-PD (CULVERTS).DWGFILE NAME : 3/11/2026 12:00 PMPLOT DATE : PLOT BY : NATHAN HARVEY

PROJECT NO:

PLOT NAME :

SHEET

PLOT SCALE : 1 IN:20 FT

26-009 CTH H WALWORTH CROSS CULVERT REPLACEMENT DETAILS: CULVERT #1 STA. 101+07

LAYOUT NAME - Culvert 1

CTH H

BEGIN PROJECT

STA 100+13.90

Y: 294543.2781 X: 2343531.4626

MATCH EXISTING

SAW CUT REQ'D

3'-2' AGGREGATE

SHOULDER

3' PAVED SHOULDER

4' PAVED SHOULDER

178°27''

REMOVE SMALL PIPE

CULVERT

EX R/W

BENCHMARK

NO. NORTHING EASTING ELEVATION DESCRIPTION

51 294628.5010 2343505.7230 942.5220 MINI RAILROAD SPIKE IN EAST FACE OF POWER POLE IN WEST

PARKWAY 1ST POWER POLE NORTH OF STH 12 AND CTH H.

SEE INTERSECTION

SHEET 11

INLET PROTECTION

TYPE B (TYP)

N B

W Y

TREE LINE

BRUSH LINE

12" 9"

6" 4"

18"

36"

50' 15"

CORN FIELD

ASPH

BM#55

27"

116+00 117+00 118+00

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

T T T

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

CHARTER

BRIGHTSPEED

STATE OF WISCONSIN

CONSERVATION

COMMISSION

H LG160002

TODD DEDRICK TRUST

JOYCE DEDRICK TRUST

H LG1500006

116+00 117+00 118+00

: 1

116+00 117+00 118+00

: 1

CP #5 REBAR

STA 116+93.87

20.8 RT

Y=296222.2650 X=2343593.9890

EL 938.367

N1°08'38"E

500.00'

N1°30'31"E 100.00'

21.9' RT+85.1

24.5' LT+16.3

29.6' LT

ENDWALL

+19.8

27.0' RT

ENDWALL

+81.7

INV 935.90

INV. 934.76

CPRC CLASS IV 24-INCH

LENGTH: 56 FT

SLOPE: 2.04%

CP 41 REBAR

STA118+56.10

12.7 LT

Y=296385.1350 X=2343563.7910

EL 944.742

WISDOT/CADDS SHEET 42

EHWY: COUNTY:

P:\WALCO\2500419-CTH H NORTH\CAD\01_CIVIL 3D-2024\01_SHTS_PLANS\021201-PD (CULVERTS).DWGFILE NAME : 3/11/2026 12:00 PMPLOT DATE : PLOT BY : NATHAN HARVEY

PROJECT NO:

PLOT NAME :

SHEET

PLOT SCALE : 1 IN:20 FT

26-009 CTH H WALWORTH CROSS CULVERT REPLACEMENT DETAILS: CULVERT #2 STA. 117+00

LAYOUT NAME - Culvert 2

CTH H

INV 936.02

INV 934.64

EX R/W

3' PAVED AGGREGATE

1' AGGREGATE SHOULDER

BENCHMARK

NO. NORTHING EASTING ELEVATION DESCRIPTION

55 296329.7850 2343634.4550 941.2790 MINI RAILROAD SPIKE ON EAST FACE OF POWER POLE ON WEST

SIDE OF CTH H APPROX 685' NORTH OF GREENING RD.

179°38'7"'

RIP RAP MEDIUM

SLOPE INTERCEPT (TYP)

CULVERT PIPE CHECK

ASPH

CORN FIELD

" C

M P

IE = 944.63

IE = 943.77

CULVERT

MARKER

25' 9"

25' 8"

25' 10"

20' 8"

15' 6"

BM#56

127+00

128+00 129+00

130+00

OH OH OH OH OH

T T T

FO FO FO FO FO

CHARTER

BRIGHTSPEED

127+00

128+00 129+00

130+00

: 1

CP #6 REBAR

STA128+84.61

22.5 LT

Y=297411.0430 X=2343643.7380

EL 946.20

CPRCHE CLASS HE-IV 14x23-INCH

LENGTH: 40 FT

SLOPE: 0.30%

C-1

PI STA = 127+57.33

Y = 297285.759 X = 2343600.089

D = 13°19'29" T = 99.90' L = 196.32' R = 430.00'

PC STA = 126+57.44

Y = 297185.979 X = 2343595.220

PT STA = 128+53.75

Y = 297373.173 X = 2343648.448

DB = N02°47'38"E

DA = N28°57'08"E

RTDELTA = 26°09'30"

N28°57'08"E

46.25' N29°54'46"E

225.00'

20.9' LT+48.6

19.1' RT+49.6

INV. 944.18

INV 944.30

25.1' RT

ENDWALL

+49.7

26.9' LT

ENDWALL

+48.5

WISDOT/CADDS SHEET 42

EHWY: COUNTY:

P:\WALCO\2500419-CTH H NORTH\CAD\01_CIVIL 3D-2024\01_SHTS_PLANS\021201-PD (CULVERTS).DWGFILE NAME : 3/11/2026 12:00 PMPLOT DATE : PLOT BY : NATHAN HARVEY

PROJECT NO:

PLOT NAME :

SHEET

PLOT SCALE : 1 IN:20 FT

26-009 CTH H WALWORTH CROSS CULVERT REPLACEMENT DETAILS: CULVERT #3 STA. 128+49

LAYOUT NAME - Culvert 3

CTH H

66'

EX R/W

3' PAVED AGGREGATE

1' AGGREGATE SHOULER

CURVE NO. C-1

179°2'22"'

REMOVE SMALL PIPE

CULVERT

BENCHMARK

NO. NORTHING EASTING ELEVATION DESCRIPTION

56 297424.5160 2343642.7060 945.8190 MINI RAILROAD SPIKE ON EAST FACE OF POWER POLE ON WEST

SIDE OF CTH H APPROX 1800' NORTH OF GREENING RD.

TODD DEDRICK TRUST

JOYCE DEDRICK TRUST

H LG1500004

STATE OF WISCONSIN

CONSERVATION COMMISSION

H LG160002

STATE OF WISCONSIN

CONSERVATION COMMISSION

H LG160006A

REPLACE CULVERT

MARKER (TYP)

INV 944.32

INV 944.16

(ASPHALT)

35' 12"

35' 15"

35' 6" 50'

16"

35' 6"

35' 12"

27"

50' 12"

50' 15"

40' 15"

BM#58

IE = 953.99

IE = 951.84

" C

M P

ASPH

GRVL

151+00 152+00

153+00

154+00

T T

FO FO FO FO

CHARTER

BRIGHTSPEED

151+00 152+00

153+00

154+00

: 1

151+00 152+00

153+00

154+00

: 1

N0°03'43"E

360.35'

PI STA = 153+44.20

Y = 299781.477 X = 2344108.696

D = 15°13'04" T = 164.11' L = 309.53' R = 376.50'

PC STA = 151+80.09

Y = 299617.364 X = 2344108.519

PT STA = 154+89.62

Y = 299893.314 X = 2343988.590

DB = N00°03'43"E

DA = N47°02'30"W

LTDELTA = 47°06'13"CP #8 REBAR

STA152+28.09

19.1 RT

Y=299667.6460 X=2344124.4530

EL957.373

CPRC CLASS IV 18-INCH

LENGTH: 40 FT

SLOPE: 4.67%

25.3' LT

ENDWALL

+75.6

26.8' RT

ENDWALL

+74.2

19.2' LT+75.4

20.8' RT+74.3 INV 953.71

INV. 951.84

C-5

WISDOT/CADDS SHEET 42

EHWY: COUNTY:

P:\WALCO\2500419-CTH H NORTH\CAD\01_CIVIL 3D-2024\01_SHTS_PLANS\021201-PD (CULVERTS).DWGFILE NAME : 3/11/2026 12:00 PMPLOT DATE : PLOT BY : NATHAN HARVEY

PROJECT NO:

PLOT NAME :

SHEET

PLOT SCALE : 1 IN:20 FT

26-009 CTH H WALWORTH CROSS CULVERT REPLACEMENT DETAILS: CULVERT #4 STA. 152+75

LAYOUT NAME - Culvert 4

EX R/W

11'

CURVE NO. C-5

1' AGGREGATE SHOULDER

3' PAVED SHOULDER

REMOVE SMALL PIPE

CULVERT

CTH H

BENCHMARK

NO. NORTHING EASTING ELEVATION DESCRIPTION

58 299716.6250 2344121.4240 955.2260 ON TOP OF 15" CMP CULVERT ON EAST SIDE OF CTH H AT FIRST

CURVE NORTH OF #N88111 POLE BARN

INV 953.94

INV 949.51

(ASPHALT)

CULVERT PIPE CHECK

* RELOCATE BENCHMARK #58 BEFORE DISTURBING EXISTING PIPE

CULVERT. COORDINATE NEW BENCHMARK WITH THE ENGINEER.

INCLUDED IN SUPPLEMENTAL STAKING.

SLOPE INTERCEPT (TYP)

10 WETLAND IMPACTS

(6 SF PERM, 4 SF TEMP)

POST

BARB WIRE FENCE

WITH WOOD POSTS

R' W

O O

WOOD FENCE

CONC

DOUBLE METAL

GATE

ASPH

4' STONE

TIMBER RETAINING

WALL

BARB WIRE FENCE

WITH WOOD POSTS

STONES

BM#60

IE = 958.71

IE = 956.35

WHITE AND BLACK

MARKER

12" 4" 12" 7" 13" 14" 8"

TREE LINE

P186+00 187+00 188+00

OH OH OH OH OH OH OH OH OH

WE ENERGIES (ELECTRIC)

T T

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

THOMAS G MIKOS

H LG 900005A

#N9153

STATE OF WISCONSIN

CONSERVATION

COMMISSION

H LG1000002

186+00 187+00 188+00

: 1

186+00 187+00 188+00

: 1

CP #10 REBAR

STA 188+08.00

18.4 RT

Y=303094.3920 X=2343669.0280

EL 965.085

INV. 958.74

INV 957.65

CPRCHE CLASS HE-IV 14x23-INCH

LENGTH: 32 FT

SLOPE: 3.41%

PHPE

N1°21'56"W

400.00'

N1°02'56"W

75.00' N0°25'01"W

75.00' N0°14'50"E

100.00'

21.0' LT

ENDWALL

+54.1

17.0' RT+54.6

23.0' RT

ENDWALL

+54.6

15.0' LT+54.2

966.07 EOP

16.0' LT +60.6

964.56 EOP

22.4' LT

+97.9

965.95 FL

17.4' LT

+60.6

965.56 EOP

16.0' LT PC +29.7

964.96 EOP

21.1' LT PC +21.8

965.98 FL

20.6' LT

+76.5

965.40 EOP

17.2' LT PC +26.5

964.80 EOP

22.3' LT PC +18.5

PLOT SCALE : 1 IN:20 FT

26-009 CTH H WALWORTH

WISDOT/CADDS SHEET 44

EHWY: COUNTY:

P:\WALCO\2500419-CTH H NORTH\CAD\01_CIVIL 3D-2024\01_SHTS_PLANS\021201-PD (CULVERTS).DWGFILE NAME : 3/11/2026 12:00 PMPLOT DATE : PLOT BY : NATHAN HARVEY

PROJECT NO:

PLOT NAME :

SHEET CROSS CULVERT REPLACEMENT DETAILS: CULVERT #5 STA. 186+54.61

LAYOUT NAME - Culvert 5

BENCHMARK

NO. NORTHING EASTING ELEVATION DESCRIPTION

60 302920.3390 2343618.8330 962.3440 MINI RAILROAD SPIKE IN POWER POLE AT WEST SIDE OF CTH H AT

ADDRESS N9153 FIRST POLE SOUTH OF DRIVEWAY

REMOVE SMALL PIPE

CULVERT

1' AGGREGATE SHOULDER

3' PAVED SHOULDER

178°57'22"'

178°15'37"'177°16'24"'

EX R/W

REPLACE CULVERT

MARKER (TYP)

CTH H

INV 957.45

INV 958.94

(ASPHALT)

CONCRETE CURB & GUTTER 4-INCH SLOPED

30-INCH TYPE T

ASPHALTIC FLUME

ASPHALTIC SURFACE FOR DRIVEWAYS

AND FIELD ENTRANCES

CULVERT PIPE CHECK

25' GRADING &

SHAPING DITCHES

5' PAVED SHOULDER

SLOPE INTERCEPT

(TYP) CONCRETE CURB &

GUTTER INLET

TAPER

BEGIN C&G

R 5'

END C&G

MATCH BACK OF CURB TO EXISTING

CONCRETE. FLOWLINE ELEVATION

SHALL BE BELOW THE CONCRETE

BM#62 G

IE = 961.36

IE = 959.23

6" F

X 28"

6"6"

TREE LINE

BLACK AND WHITE

MARKER

BLACK AND WHITE

MARKER

IE = 959.28

191+00 192+00 193+00

OH OH OH OH OH

WE ENERGIES (ELECTRIC)

T T T

FO FO

STATE OF WISCONSIN

CONSERVATION

COMMISSION

H LG1000002

STATE OF WISCONSIN

DEPARTMENT OF NATURAL

RESOURCES

H LG 900005A1

191+00 192+00 193+00

: 1

191+00 192+00 193+00

: 1

CP #12 REBAR

STA 192+13.53

18.9 RT

Y=303499.5820 X=2343672.5860

EL 962.599

N0°22'29"E

274.84'

N1°13'46"E

126.27'

PI STA = 194+21.36

Y = 303707.762 X = 2343658.124

D = 9°10'02" T = 120.24' L = 237.59' R = 625.00'

PC STA = 193+01.11

Y = 303587.546 X = 2343655.544

PT STA = 195+38.70

Y = 303818.440 X = 2343705.126

DB = N01°13'46"E

DA = N23°00'34"E

RTDELTA = 21°46'49"

21.7' LT

ENDWALL

+17.0

16.4' RT +16.4

22.5' RT

ENDWALL

+16.4

15.6' LT+16.9

INV. 961.47

INV 960.19

CPRC CLASS IV 18-INCH

LENGTH: 32 FT

SLOPE: 3.99%

C-7

WISDOT/CADDS SHEET 42

EHWY: COUNTY:

P:\WALCO\2500419-CTH H NORTH\CAD\01_CIVIL 3D-2024\01_SHTS_PLANS\021201-PD (CULVERTS).DWGFILE NAME : 3/11/2026 12:00 PMPLOT DATE : PLOT BY : NATHAN HARVEY

PROJECT NO:

PLOT NAME :

SHEET

PLOT SCALE : 1 IN:20 FT

26-009 CTH H WALWORTH CROSS CULVERT REPLACEMENT DETAILS: CULVERT #6 STA. 192+17

LAYOUT NAME - Culvert 6

BENCHMARK

NO. NORTHING EASTING ELEVATION DESCRIPTION

62 303489.0440 2343620.1420 968.3080 MINI RAILROAD SPIKE IN POWER POLE AT WEST SIDE OF CTH H AT 2nd POWER POLE NORTH OF ADDRESS N9153.

1' AGGREGATE SHOULDER

3' PAVED SHOULDER

CURVE NO. C-7

179°8'44"'

EX R/W

REMOVE SMALL PIPE

CULVERT

REPLACE CULVERT

MARKER (TYP)

CTH H

INV 960.00

INV 961.66

(ASPHALT)

BM#63

IE = 962.03

IE = 964.98

BLACK AND WHITE

MARKER

27"

38"

TREE LINE

TREE LINE &

HEAVY BRUSH

207+00

208+00 209+00

210+00

OH OH OH OH OH OH OH

T T

BRIGHTSPEED

207+00

208+00 209+00

210+00

: 2

PT: 210+50.01

207+00

208+00 209+00

210+00

: 2

PT: 210+50.01

CP #13 REBAR

STA 209+23.05

24.1 RT

Y=305059.8960 X=2344325.1920

EL 969.326

24.0' LT

ENDWALL

+40.2

22.1' RT +38.3

28.1' RT

ENDWALL

+38.0

17.9' LT+40.0

CPRC CLASS IV 18-INCH

LENGTH: 40 FT

SLOPE: 3.68%

INV. 963.73

INV 965.20

PI STA = 209+62.95

Y = 305095.979 X = 2344326.013

D = 28°26'38" T = 102.37' L = 189.43' R = 201.43'

PC STA = 208+60.57

Y = 305001.766 X = 2344285.958

PT STA = 210+50.01

Y = 305183.870 X = 2344273.517

DB = N23°01'59"E

DA = N30°50'56"W

LTDELTA = 53°52'55"

N25°24'06"E 82.75'

N25°10'12"E 113.17' N23°01'59"E

52.82'

C-11

WISDOT/CADDS SHEET 42

EHWY: COUNTY:

P:\WALCO\2500419-CTH H NORTH\CAD\01_CIVIL 3D-2024\01_SHTS_PLANS\021201-PD…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated May 1, 2026.