3-26-003 Plan Set.pdf

40 MB Posted

Attached to
CTH-H - George St. to E. Geneva Square
Solicitation number
26-003
Issued by
Winnebago County, Wisconsin

About this file

Written by GovTribe AI ·

This is a plan set document for Wisconsin Department of Transportation Project 26-003, a county highway improvement project administered by Walworth County Public Works in coordination with the City of Lake Geneva. The project encompasses roadway resurfacing, reconstruction, and modernization of CTH H (County Trunk Highway H) extending approximately 0.75 miles from George Street to E. Geneva Square, with a total centerline length of approximately 41.55 miles of project work. The scope includes asphaltic milling, HMA pavement placement, manhole and inlet adjustments, removal and replacement of curb and gutter, concrete sidewalk and ramp construction, erosion control measures, staged traffic control implementation across three construction phases, pavement markings, and all incidental restoration work. The project begins at station 97+30 and ends at station 138+85.27, involving intersection improvements at CTH H with George Street/Williams Street, Gardner Street, Center Street, and E. Sheridan Springs Road. The design speed is 25-35 mph with an annual average daily traffic (AADT) of 300 vehicles and 930,000 equivalent single axle loads (ESALs). The plan set comprises 96 total sheets including general notes, typical sections, construction details, intersection details, curb ramp details, erosion control plans, pavement marking and signing specifications, traffic control plans organized by three construction stages, alignment details, and cross-sections at multiple stations.

Key project contacts include the roadway design consultant Baxter & Woodman (Jason Atchison, PE), Walworth County Public Works (Joe Kroll, PE, PLS), and City of Lake Geneva Public Works (Tom Earle). Utility coordination is required with Alliant Energy, Charter Communications, AT&T, and WE Energies for electric, communications, gas, and water services. The contractor must maintain continuous weekday work progression, provide ten calendar days' notice before commencing work, protect all existing utilities, maintain driveway access at all times except during adjacent construction, notify affected property owners 24 hours before access closures, and coordinate with SEWRPC regarding survey monuments. Contractor-performed construction staking is required with electronic CADD files available upon request. All construction shall conform to Wisconsin Standard Specifications for Highway and Structure Construction and WISDOT/CADDS requirements. The plan set includes detailed specifications for typical pavement sections (4-inch total thickness HMA pavement with 2.25-inch lower layer and 1.75-inch upper layer MT 58-28 S), concrete sidewalk specifications (5-inch concrete on 4.5-inch base aggregate), curb and gutter removal and replacement details, inlet protection specifications, and comprehensive traffic control plans accommodating three construction stages with lane closures, temporary signage, and drum placement.

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Other files

File Type Posted
1-26-003 List of Subcontractors.pdf PDF
2-26-003 Proposal Book.pdf PDF

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Springfield

Lake Geneva

Como

White Cr.

BIG FOOT

BEACH

E

WALWORTH COUNTY

PUBLIC WORKS - HIGHWAY DIVISION

PLAN OF PROPOSED IMPROVEMENT

ORDER OF SHEETS

PROJECT NUMBER

LAYOUT

SCALE

ESALS =

DESIGN SPEED

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 : P:\WALCO\2326453-CTHH LAKE GENEVA\CAD\01_CIVIL 3D-2024\01_SHTS_PLANS\010101-TI.DWGFILE NAME : 2/10/2026 1:19 PMPLOT DATE : PLOT BY : NATHAN HARVEY

FOFIBER OPTIC

UTILITIESREFERENCE LINE

GRADE LINE

PROFILE

TELEPHONE

SPECIAL DITCH LABELLIMITED HIGHWAY EASEMENT

GRADE ELEVATION 95

.3

PLAN

A.A.D.T.

DESIGN DESIGNATION

300'EB'

26-003

N/A W

ALW

ORTH

WALWORTH COUNTY

(GEORGE STREET TO E. GENEVA SQUARE)

CTH H

26-003

1 MI

0.75 MILES

15,677

25-35 MPH

930,000

ORIGINAL PLAN PREPARED BY:

PROJECT MANAGER

COORDINATES ON THIS PLAN ARE REFERENCED TO THE WISCONSIN STATE

PLANE COORDINATE SYSTEM NAD83 SOUTH ZONE, WALWORTH COUNTY

ELEVATIONS ARE REFERENCED TO NAVD 88 (2007)

Title

General Notes

Project Overview

Typical Sections

Construction Details

Intersection Details

Curb Ramp Details

Erosion Control

Pavement Marking and Permanent Signing

Traffic Control

Miscellaneous Quantities

4 - 5

6 - 7

8 - 9

10 - 13

14 - 17

18 - 21

22 - 23

35 - 43

TOTAL SHEETS = 96

Plan44 - 47

Cross Sections: George St86 - 87

BEGIN PROJECT

STA 97+30

X: 2389649.1359 Y: 222853.2517

Standard Detail Drawings48 - 85

Alignment Detail33 - 34

Maintenance of Traffic CTH H (Stage 1)24 - 27

Maintenance of Traffic CTH H (Stage 2)28 - 31

Cross Sections: Center St88 - 96

Maintenance of Traffic CTH H (Stage 3C)32

END PROJECT

STA 138+85.27

X: 2392186.8320 Y: 225086.1769

WISDOT/CADDS SHEET 42

EHWY: COUNTY:

P:\WALCO\2326453-CTHH LAKE GENEVA\CAD\01_CIVIL 3D-2024\01_SHTS_PLANS\020101-GN.DWGFILE NAME : 2/10/2026 1:19 PMPLOT DATE : PLOT BY : NATHAN HARVEY

PROJECT NO:

PLOT NAME :

SHEET

PLOT SCALE : 1" = 1'

26-003 CTH H WALWORTH GENERAL NOTES

LAYOUT NAME - 01

1. ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE DETAILS IN THE PLANS, THE PROJECT SPECIFICATIONS, THE LATEST EDITION OF THE STATE OF WISCONSIN "STANDARD SPECIFICATIONS FOR

HIGHWAY AND STRUCTURE CONSTRUCTION", AND THE WISCONSIN DEPARTMENT OF NATURAL

RESOURCES REQUIREMENTS.

2. THE CONTRACTOR SHALL NOTIFY THE COUNTY AND CITY AT LEAST TEN CALENDAR DAYS PRIOR TO

STARTING WORK. ONCE WORK ON THIS PROJECT COMMENCES, THE CONTRACTOR SHALL, ON A

WEEKDAY BASIS, CONTINUOUSLY PURSUE COMPLETION OF THE WORK. THE CONTRACTOR SHALL NOT

SUSPEND WORK FOR ANY REASON OTHER THAN CONDITIONS BEYOND THEIR DIRECT CONTROL.

3. THE LOCATIONS OF PUBLIC OR PRIVATE UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE. THERE MAY BE OTHER UTILITY INSTALLATIONS WITHIN THE PROJECT AREA THAT ARE NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL UNDERGROUND OR SURFACE UTILITIES. THE CONTRACTOR SHALL VERIFY THE DEPTHS OF THE EXISTING UTILITIES IF NECESSARY TO VERIFY THAT

GRADE CONFLICTS WILL NOT OCCUR WITH ANY PROPOSED PIPES OR OTHER EXCAVATION. ANY

RELOCATION OR LOWERING OF UTILITIES SHALL BE COORDINATED BY THE CONTRACTOR. THE COST OF THIS EXPLORATION SHALL BE INCLUDED IN THE COST OF THE PROPOSED CONSTRUCTION. CONTACT DIGGERS HOTLINE FOR UTILITY LOCATES AT LEAST 3 WORKING DAYS PRIOR TO CONSTRUCTION.

4. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER, BUSINESS OWNERS, RESIDENTS, AND THE OWNER WHEN ACCESS TO DRIVEWAYS WILL BE TEMPORARILY CLOSED DUE TO CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL DISTRIBUTE NOTICES 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 WILL BE LIMITED.

5. ACCESS TO PRIVATE DRIVEWAYS SHALL BE PROVIDED AT ALL TIMES EXCEPT DURING ACTUAL CONSTRUCTION ADJACENT THERE TO. TEMPORARY RAMPS SHALL BE CONSTRUCTED AS NEEDED TO

PROVIDE SUCH ACCESS, UTILIZING STONE OR CRUSHED GRAVEL.

6. REMOVE AND REPLACE ANY MAIL BOXES IN CONFLICT WITH PROPOSED CONSTRUCTION OR DAMAGED BY THE CONTRACTOR IN ACCORDANCE WITH U.S. POSTAL SERVICE REQUIREMENTS. THIS WORK SHALL BE

INCIDENTAL TO CONSTRUCTION.

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

8. DO NOT STORE MATERIALS, STRUCTURES, OR MACHINES WHERE THEY WILL OBSTRUCT STREET CROSSING

OR DRIVEWAY SIGHT LINES.

9. EXCEPT AS OTHERWISE INDICATED, WHERE NEW PAVEMENT ABUTS EXISTING PAVEMENT TO REMAIN IN PLACE, SAW CUT THE EXISTING PAVEMENT TO PROVIDE A NEAT VERTICAL FACE BETWEEN THE NEW AND

EXISTING SURFACES.

10. INLET PROTECTION ARE PROVIDED FOR INSTALLATION ON ANY INLETS EXPECTED TO ACCEPT CONSTRUCTION RUNOFF. TYPE B IS PROVIDED FOR ALL OPEN-LID STRUCTURES WITHOUT A CURB BOX.

TYPE C IS PROVIDED FOR STRUCTURES WITH A CURB BOX.

11. THE CONSTRUCTION STAKING WILL BE BY THE CONTRACTOR. ELECTRONIC (CADD) FILES CAN BE

PROVIDED TO THE CONTRACTOR UPON REQUEST.

12. ACCESS FOR MAIL SERVICE, GARBAGE COLLECTION, SCHOOL BUSES, AND EMERGENCY VEHICLES SHALL BE

MAINTAINED AT ALL TIMES.

13. THE COST OF MAKING ANY CONNECTIONS TO EXISTING STORM STRUCTURES SHALL BE INCLUDED IN THE

COST OF THE NEW PIPE OR STRUCTURE.

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.

ABUT ABUTMENT

AC ACRE

AGG AGGREGATE

AH AHEAD

ANGLE

AADT ANNUAL AVERAGE DAILY TRAFFIC

AEW APRON ENDWALL

ASPH ASPHALTIC

BK BACK

BC BACK OF CURB

BAD BASE AGGREGATE DENSE

BL OR B/L BASE LINE

BM BENCH MARK

CB CATCH BASIN

CL OR C/L CENTER LINE

Δ CENTRAL ANGLE OR DELTA

CE COMMERCIAL ENTRANCE

CONC CONCRETE

CSW CONCRETE SIDEWALK

CONST CONSTRUCTION

CP CONTROL POINT

CO COUNTY

CTH COUNTY TRUCK HIGHWAY

CY CUBIC YARD

CP CULVERT PIPE

CPCA CULVERT PIPE CORRUGATED ALUMINUM

CPCPE CULVERT PIPE CORRUGATED POLYETHYLENE

CPCPP CULVERT PIPE CORRUGATED POLYPROPYLENE

CPCS CULVERT PIPE CORRUGATED STEEL

CPCSAC CULVERT PIPE CORRUGATED STEEL ALUMINUM COATED

CPCSPC CULVERT PIPE CORRUGATED STEEL POLYMER COATED

CPRC CULVERT PIPE REINFORCED CONCRETE

CPRCHE CULVERT PIPE REINFORCED CONCRETE HORIZONTAL ELLIPTICAL

CPS CULVERT PIPE SALVAGED

CPT CULVERT PIPE TEMPORARY

C & G CURB AND GUTTER

D DEGREE OF CURVE

DHV DESIGN HOUR VOLUME

DIA DIAMETER

DD DIRECTIONAL DISTRIBUTION

DE DRAINAGE EASEMENT

DWY DRIVEWAY

EA EACH

EB EASTBOUND

EL OR ELEV ELEVATION

EMB EMBANKMENT

EW ENDWALL

EAT ENERGY ABSORBING TERMINAL

ESALS EQUIVALENT SINGLE AXLE LOADS

EXC EXCAVATION

EBS EXCAVATION BELOW SUBGRADE

EXIST EXISTING

FERT FERTILIZER

FE FIELD ENTRANCE

FL OR F/L FLOW LINE

FT FOOT

FTMS FREE TRAFFIC MANAGEMENT SYSTEM

HES HIGH EARLY STRENGTH

HE HIGHWAY EASEMENT

CWT HUNDRED WEIGHT

IN DIA INCH DIAMETER

INL INLET

ID INSIDE DIAMETER

INTERS INTERSECTION

IH INTERSTATE HIGHWAY

INV INVERT

JT JOINT

LT LEFT

LHF LEFT HAND FORWARD

L LENGTH OF CURVE

LF LINEAR FOOT

LC LONG CHORD OF CURVE

LS LUMP SUM

MGAL ONE THOUSAND GALLONS

MH MANHOLE

ML OR M/L MATCH LINE

NOM NOMINAL

NC NORMAL CROWN

NB NORTHBOUND

NO NUMBER

OD OUTSIDE DIAMETER

PAVT PAVEMENT

PLE PERMANENT LIMITED EASEMENT

PC POINT OF CURVATURE

PI POINT OF INTERSECTION

PT POINT OF TANGENCY

PCC PORTLAND CEMENT CONCRETE

LB POUND

PSI POUNDS PER SQUARE INCH

PE PRIVATE ENTRANCE

PROJ PROJECT

PL PROPERTY LINE

PRW PROPOSED RIGHT OF WAY

R RADIUS

RL OR R/L REFERENCE LINE

REQD REQUIRED

RT RIGHT

RHF RIGHT HAND FORWARD

R/W RIGHT OF WAY

RD ROAD

RDWY ROADWAY

SHLDR SHOULDER

SW SIDEWALK

SB SOUTHBOUND

SPECS SPECIFICATIONS

SF SQUARE FEET

SY SQUARE YARD

SDD STANDARD DETAIL DRAWINGS

STH STATE TRUNK HIGHWAY

STA STATION

SSPC STORM SEWER PIPE COMPOSITE

SSCPE STORM SEWER PIPE CORRUGATED POLYETHYLENE

SSCPP STORM SEWER PIPE CORRUGATED POLYPROPYLENE

SSPNRC STORM SEWER PIPE NON-REINFORCED CONCRETE

SSPRC STORM SEWER PIPE REINFORCED CONCRETE

SSPRC STORM SEWER PIPE REINFORCED CONCRETE

SSPRCHE STORM SEWER PIPE REINFORCED CONCRETE HORIZONTAL ELLIPTICAL

SE SUPERELEVATION

SL OR S/L SURVEY LINE

TEMP TEMPORARY

TI TEMPORARY INTEREST

TLE TEMPORARY LIMITED EASEMENT

TC TOP OF CURB

TL OR T/L TRANSIT LINE

T TRUCKS (PERCENT OF)

TYP TYPICAL

USH UNITED STATES HIGHWAY

VAR VARIABLE

VC VERTICAL CURVE

VPC VERTICAL POINT OF CURVATURE

VPI VERTICAL POINT OF INTERSECTION

VPT VERTICAL POINT OF TANGENCY

W WEST

WB WESTBOUND

STANDARD ABBREVIATIONS

DIGGERS HOTLINE

Dial or (800)242-8511 www.DiggersHotline.com

OTHER ABBREVIATIONS

EX EXISTING

PR PROPOSED

CPP CORRUGATED POLYPROPYLENE

GRVL GRAVEL

QTR QUARTER POINT

MID MIDDLE POINT

ROADWAY DESIGN CONTACT

BAXTER & WOODMAN

ATTN: JASON ATCHISON, PE

115 SOUTH 84th STREET, SUITE 220

MILWAUKEE, WI 53214

PHONE: (815) 444-3279

EMAIL: jatchison@baxterwoodman.com

COUNTY CONTACT

JOE KROLL PE, PLS

WALWORTH COUNTY

W4097 COUNTY ROAD NN

ELKHORN, WI 53121

PHONE: (262) 741-3114

FAX: (262) 741-3195

EMAIL: jkroll@co.walworth.wi.us

CITY CONTACT

CITY OF LAKE GENEVA - DIRECTOR OF PUBLIC WORKS

ATTN: TOM EARLE

1065 CAREY STREET

LAKE GENEVA, WI 53147

PHONE: (262) 248-6644

EMAIL: tearle@cityoflakegeneva.com

LAKE GENEVA UTILITY COMMISSION

CITY OF LAKE GENEVA - UTILITY DIRECTOR

ATTN: JOSH GAJEWSKI

361 W MAIN STREET

LAKE GENEVA, WI 53147

PHONE: (262) 248-2311 (EXT: 403)

EMAIL: jgajewski@lgutilities.org

UTILITY CONTACTS

ALLIANT ENERGY - ELECTRIC

AUSTIN KROHN

400B KOOPMAN LANE

ELKHORN, WI, 53121

PHONE: (262) 741-0905

EMAIL: AustinKrohn@alliantenergy.com

CHARTER - COMMUNICATIONS

CODY THOMPSON

1340 PLAINFIELD AVE

JANESVILLE, WI 53545

P: (608) 921-8282 E: cody.thompson@charter.com

GENERAL NOTES

AT&T - COMMUNICATIONS

NATHAN GILBERT

411 7TH STREET

RACINE, WI 53403

P: (262) 720-8235 E: ng952@att.com

WE ENGERIES (GAS)

RYAN ROCK

P: (262) 446-9821 E: Ryan.Rock@we-energies.com

115 120

PC: 108+75.88

PT

: 1

+5

0.

PC

: 1

+3

8.

PT: 125+85.63

PI: 134+77.36

PI: 140+42.46

EP: 144+07.46

IP

IP

IP

IPIP

IP

IP

IP

IP

IP

IP

IP

IP

IP IP

IP

IP

IP

IP

IP IP

IP

IP

IPIP

IP

IP

IP

IP

IP

IP

IP

IP

IP

IP

IP

IP IP

IP

IP

IP

IP

IP IP

IP

IP

WISDOT/CADDS SHEET 42

EHWY: COUNTY:

P:\WALCO\2326453-CTHH LAKE GENEVA\CAD\01_CIVIL 3D-2024\01_SHTS_PLANS\020201-PO.DWGFILE NAME : 2/10/2026 1:19 PMPLOT DATE : PLOT BY : NATHAN HARVEY

PROJECT NO:

PLOT NAME :

SHEET

PLOT SCALE : 1 IN:400 FT

26-003 CTH H WALWORTH PROJECT OVERVIEW

LAYOUT NAME - 020201-po

HENRY ST

CTH H

(GEORGE ST)

GARDNER ST

ROGERS CT

WALKER ST

MILWAUKEE ST

GRANT ST

WALWORTH ST

C

EN

TE

R

S T

SA

G

E

ST

GROVE ST

HASKINS ST

C R

AW

FO

R D

S T

SPRING ST

W

AV

ER

LY

S T

AL

LE

N D

AL

E

AV

E

W

IL

LI

AM

S

ST

W

IL

LI

AM

S

ST

CTH H

(E SHERIDAN SPRINGS RD)

C

EN

TE

R

S T

E SHERIDAN SPRINGS RD

CTH H

(IN

TERCHANGE N)

M

IN

AH

AN

R D

E GENEVA SQUARE

BEGIN PROJECT

STA 97+30

X: 2389649.1359 Y: 222853.2517

END PROJECT

STA 138+85.27

X: 2392186.8320 Y: 225086.1769

STH 120

BEGIN RESURFACING

STA 99+28.29 INTERSECTION

IMPROVEMENTS

INTERSECTION

IMPROVEMENTS

SIGNALIZED

INTERSECTION

SIDEWALK

EXTENSION

C

IT

Y O

F

LA

KE

G

EN

EV

A

TO

W

N O

F G

EN

EV

A

SPEED

LIMIT

SPEED

LIMIT

SIGNALIZED

INTERSECTION

STH 120/

USH 12

RAMPS

http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/rseries/R2-1.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/rseries/R2-1.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/rseries/R2-1.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/rseries/R2-1.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/rseries/R2-1.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/rseries/R2-1.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/rseries/R2-1.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/rseries/R2-1.pdf

EX R/W EX R/W60'

5'

REMOVE ASPHALTIC SURFACE MILLING - 4" DEPTH*

CONSTRUCT:

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

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

(4" TOTAL PAVEMENT THICKNESS)

EXISTING AGGREGATE

BASE THICKNESS

VARIES 6" - 7"

5'

EXISTING ASPHALT

VARIES 3" - 9.5"

FINISHED TYPICAL SECTION

STA 99+28.29 TO STA 113+50

9'-9.5' 9'-9.5'1212'

2 %2 % 2 %2 %

DRIVING LANEDRIVING LANE

EXISTING CONCRETE CURB & GUTTER TO

REMAIN - SEE PLANS FOR SPOT REPAIRS

EX R/W EX R/WVARIES (60'-80')

FINISHED TYPICAL SECTION

STA 113+50 TO STA 118+92.6

12' 12' 12'

TURN LANE DRIVING LANEDRIVING LANE

EXISTING AGGREGATE

BASE THICKNESS

VARIES 6" - 7"

REMOVE ASPHALTIC SURFACE MILLING - 4" DEPTH*

CONSTRUCT:

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

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

(4" TOTAL PAVEMENT THICKNESS)

EXISTING ASPHALT

VARIES 3" - 5"

5.5'

EXISTING CONCRETE

SIDEWALK TO

REMAIN

BASE PATCHING ASPHALTIC

OR EBS AS DETERMINED BY

ENGINEER IN THE FIELD

EBS AS DETERMINED BY

ENGINEER IN THE FIELD

*NOTE:

WHERE EXISTING PAVEMENT DEPTH IS LESS THAN 6" REMOVE FULL PAVEMENT

SECTION TO AVOID SCABBING.

APPROXIMATE STATION RANGES OF THINNER PAVEMENT:

BEGIN PROJECT TO STA 118+92.6

STA 120+00 TO STA 134+00

5'

2.5' 2.5'

2.5' 2.5'

1.5%

5" CONCRETE SIDEWALK

ON 4.5" OF BASE AGGREGATE DENSE 34 INCH

AS SHOWN ON PLANS

1.5%

EXISTING CONCRETE CURB & GUTTER TO

REMAIN - SEE PLANS FOR SPOT REPAIRS

2%2% 2%

5" CONCRETE SIDEWALK

ON 4.5" OF BASE AGGREGATE DENSE 34 INCH

AS SHOWN ON PLANS

WISDOT/CADDS SHEET 42

EHWY: COUNTY:

P:\WALCO\2326453-CTHH LAKE GENEVA\CAD\01_CIVIL 3D-2024\01_SHTS_PLANS\020301-TS.DWGFILE NAME : 2/10/2026 5:08 PMPLOT DATE : PLOT BY : JASON A. ATCHISON

PROJECT NO:

PLOT NAME :

SHEET

PLOT SCALE : 1 IN:10 FT

26-003 CTH H WALWORTH TYPICAL SECTIONS

LAYOUT NAME - 020301-ts

EX R/W EX R/W100'

FINISHED TYPICAL SECTION

STA 124+25 TO STA 138+85.27

REMOVE ASPHALTIC SURFACE MILLING - 4" DEPTH*

CONSTRUCT:

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

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

(4" TOTAL PAVEMENT THICKNESS)

EXISTING AGGREGATE

BASE THICKNESS

VARIES 6" - 7"

EXISTING ASPHALT

VARIES 6" - 9"

12' 12' 12' 12'

VARIES

2 %2 % 2 %

EX R/W EX R/WVARIES (80')

FINISHED TYPICAL SECTION

STA 118+92.6 TO STA 124+25

12' 12' 12' 0' - 12'

DRIVING LANE DRIVING LANEDRIVING LANE DRIVING LANE

EXISTING AGGREGATE

BASE THICKNESS

VARIES 6" - 7" REMOVE ASPHALTIC SURFACE MILLING - 4" DEPTH*

CONSTRUCT:

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

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

(4" TOTAL PAVEMENT THICKNESS)

EXISTING ASPHALT

VARIES 5" - 6"

5'

5'

2'

2'

EXISTING CONCRETE

SIDEWALK TO REMAIN

5'

EXISTING CONCRETE CURB & GUTTER TO

REMAIN - SEE PLANS FOR SPOT REPAIRS

2.5'

2.5'

*NOTE:

WHERE EXISTING PAVEMENT DEPTH IS LESS THAN 6" REMOVE FULL PAVEMENT

SECTION TO AVOID SCABBING.

APPROXIMATE STATION RANGES OF THINNER PAVEMENT:

BEGIN PROJECT TO STA 118+92.6

STA 120+00 TO STA 134+00

EXISTING CONCRETE CURB &

GUTTER TO REMAIN - SEE PLANS FOR

SPOT REPAIRS

1.5% 2 % 2 %2.5% 2.5%

DRIVING LANE DRIVING LANEDRIVING LANE DRIVING LANE

4:13:1

2 %

BASE PATCHING ASPHALTIC

OR EBS AS DETERMINED BY

ENGINEER IN THE FIELD

BASE PATCHING ASPHALTIC

OR EBS AS DETERMINED BY

ENGINEER IN THE FIELD

5" CONCRETE SIDEWALK

ON 4.5" OF BASE AGGREGATE DENSE 34 INCH

AS SHOWN ON PLANS

WISDOT/CADDS SHEET 42

EHWY: COUNTY:

P:\WALCO\2326453-CTHH LAKE GENEVA\CAD\01_CIVIL 3D-2024\01_SHTS_PLANS\020301-TS.DWGFILE NAME : 2/10/2026 5:08 PMPLOT DATE : PLOT BY : JASON A. ATCHISON

PROJECT NO:

PLOT NAME :

SHEET

PLOT SCALE : 1 IN:10 FT

26-003 CTH H WALWORTH

LAYOUT NAME - 020302-ts

TYPICAL SECTIONS 5

CURB AND GUTTER DETAIL

AP

PR

O X.

A

A

RESTORE DISTURBED AREAS BEHIND REPLACED

CURB AND GUTTER WITH TOPSOIL, SEED, FERTILIZER,

AND MULCH OR HYDRO SEED (INCLUDED)

BACKFILL WITH SAND OR

SUITABLE EXCAVATED MATERIAL

(INCLUDED)

RESHAPE AND COMPACT EXISTING BASE

AGGREGATE OR REMOVE AND REPLACE

UNSUITABLE MATERIAL WITH 4" MIN. BASE

AGGREGATE DENSE 1 1/4"

EXISTING MILLED

PAVEMENT

EXISTING CURB AND

GUTTER TO REMAIN

DRILLED & EPOXIED #6 TIE BAR

1 FT. LENGTH CENTERED ON

JOINT 3" BELOW SURFACE

(TYP) (INCLUDED)

REMOVE EXISTING CURB AND GUTTER

INSTALL NEW CONCRETE CURB AND GUTTER

SHAPE TO MATCH EXISTING

FULL DEPTH SAWCUT AT

REMOVAL LIMITS (TYP)

(INCIDENTAL)

RESTORE DISTURBED AREAS BEHIND REPLACED

CURB AND GUTTER WITH TOPSOIL, SEED, FERTILIZER,

AND MULCH OR HYDROSEED (INCLUDED)

8" -1

0" 8"

-1 0"

4" M

IN

4" M

IN

CURB AND GUTTER REMOVAL AND REPLACEMENT DETAIL

NOTES:

1. REMOVAL LIMITS SHALL MATCH EXISTING

JOINTS WHENEVER POSSIBLE, UNLESS

OTHERWISE DIRECTED BY THE ENGINEER.

2. IF ONE OF THE REMOVAL LIMITS IS AN

EXPANSION JOINT, REPLACE WITH A

3/4-INCH EXPANSION JOINT.

3. REMOVAL AND REPLACEMENT SHALL BE

DONE IN ACCORDANCE WITH APPLICABLE

PARTS OF SECTIONS 204 AND 601 OF

THE WISDOT SPECS.

1'

SECTION A-A

NOT TO SCALE

NOT TO SCALE

CONCRETE CURB & GUTTER

30-INCH, TYPE D

12"

4" TOPSOIL, SEED,

AND FERTILIZER

SAWCUT EDGE

OF EXISTING PAVEMENT

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

24" (MIN)

.5

4" HMA PAVEMENT

EXCAVATION BELOW SUBGRADE (EBS) DETAIL

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

SAWCUT IS OPTIONAL

NOTE: SAW CUTTING IS INCIDENTAL

TO CONSTRUCTION.

NOT TO SCALE

NOT TO SCALE

8"

TOP OF EXPOSED

AGGREGATE BASE

BASE AGGREGATE DENSE

1 1/4-INCH (TWO LIFTS)

BREAKER RUN

EXCAVATE AREAS DETERMINED

THROUGH PROOF ROLLING TO

CLEAN AND STRAIGHT LINES,

PAID AS COMMON EXCAVATION

EXIST. PAVEMENT

BUTTED JOINT

EXIST. ASPH. PAVEMENT

HMA PAVEMENT

5' (MIN) MILL DEPTH - SAWING ASPHALT REQ'D.*

WHEN ABUTTING ASPHALT PAVEMENT.

NO SAWCUT ABUTTING EXISTING

CONCRETE PAVEMENT

MILL DEPTH

(TYP)

6" MIN

GEORGE ST SW QUADRANT

GARDNER ST NE & SE QUADRANT

CTH H STA 113+50 TO STA 116+95

CENTER STREET SW, SE, AND NE QUADRANT

VARIES

WISDOT/CADDS SHEET 42

EHWY: COUNTY:

P:\WALCO\2326453-CTHH LAKE GENEVA\CAD\01_CIVIL 3D-2024\01_SHTS_PLANS\021001-CD.DWGFILE NAME : 2/10/2026 1:19 PMPLOT DATE : PLOT BY : NATHAN HARVEY

PROJECT NO:

PLOT NAME :

SHEET

PLOT SCALE : 1 IN:10 FT

26-003 CTH H WALWORTH CONSTRUCTION DETAILS

LAYOUT NAME - 021001-cd(1)

SD-8.2

STORM

MANHOLE

ADJUSTMENT

CITY OF LAKE GENEVA

STANDARD DETAIL

SD-8.3

ADJUSTING

STORM

INLET

STORM

SEWER

DRAWN BY: BB N.T.S.

DATE:09/22/2025

DRAWN BY: BB N.T.S.

DATE:09/22/2025SD-8.1

CITY OF LAKE GENEVA

STANDARD DETAIL

CONNECTING

PIPE TO

EXISTING

STRUCTURE

DRAWN BY: BB N.T.S.

DATE:09/22/2025

NEW STORM SEWER

EXISTING STORM SEWER

CITY OF LAKE GENEVA

STANDARD DETAIL

EXISTING

STORM

STRUCTURE

WATERTIGHT

JOINTS

ADJUSTED TO OR

WITHIN 1" BELOW

FINAL GRADE OF

PAVEMENT

LID & FRAME

NEENAH FOUNDRY

R-1580

TYPE "B" SELF

SEALING LIDS

NON-ROCKING

ADJUSTMENT RINGS

CONCRETE UNLESS

RUBBER SPECIFIED

FOR THE TOP RING

SUBJECT TO TRAFFIC

AS MANUFACTURED

BY ADAPTOR INC.,

WEST ALLIS, WI (8"

MAX)

CHIMNEY SEALS

CRETEX OR EQUAL

PAVED AREAS-INTERNAL SEAL

LAWN AREAS-EXTERNAL SEAL

STRUCTURE STATION & OFFSET

SHOWN ON PLANS

REFERS TO THIS POINT-

CENTER OF STRUCTURE

ADJUSTED TO OR

WITHIN 1" BELOW

FINAL GRADE OF

PAVEMENT

RIM ELEVATION SHOWN

ON PLSND REFERS TO THIS

POINT - EXCEPT IN CROSS

SECTIONS WHERE TOP

BACK OF CURB IS NOTED

CONCRETE

ADJUSTMENT

RINGS

NOTES:

1. INLETS SHALL BE INSPECTED PRIOR TO CORING TO DETERMINE

CONDITION OF STRUCTURE

2. STORM WATER STRUCTURES THAT ARE CRACKED, MADE OF BRICK,

OR OTHERWISE DAMAGED SHALL BE REPLACED

3. NEW PIPE OPENING SHALL BE CORED AWAY FROM ANY STEPS OR

RISER JOINTS IN THE STRUCTURE

4. PIPE TO MANHOLE CONNECTION 3.5.7 OF STANDARD

SPECIFICATIONS FOR SEWER AND WATER CONSTRUCTION IN

WISCONSIN

NOTES:

1. MANHOLES SHALL BE INSPECTED PRIOR TO ADJUSTMENT TO DETERMINE

CONDITION OF ADJUSTMENT RINGS

2. ADJUSTMENT RINGS THAT ARE CRACKED OR OTHERWISE DAMAGED, MADE OF

BRICK, OR IMPROPERLY SEALED SHALL BE REPLACED.

3. IF EXISTING ADJUSTMENT RINGS TOTAL OVER 8", MANHOLE SHALL BE INSPECTED

FOR COMPATIBILITY WITH RISERS OR REPLACED IN ITS ENTIRETY

4. MANHOLES TO BE ADJUSTED TO ELEVATION IN ACCORDANCE WITH 3.5.10

STANDARD SPECIFICATIONS FOR WATER AND SEWER CONSTRUCTION

NOTES:

1. INLETS SHALL BE INSPECTED PRIOR TO ADJUSTMENT TO DETERMINE

CONDITION OF ADJUSTMENT RINGS

2. ADJUSTMENT RINGS THAT ARE CRACKED OR OTHERWISE DAMAGED,

MADE OF BRICK, OR IMPROPERLY SEALED SHALL BE REPLACED

3. IF EXISTING ADJUSTMENT RINGS TOTAL OVER 6". INLET SHALL BE

INSPECTED FOR COMPATIBILITY WITH RISERS OR REPLACED IN ITS

ENTIRETY.

6"

8"

INLET COVER TYPE BH

NEENAH R-2560-E5 OR APPROVED EQUAL

35 12"

26 12"

24 18" 6"

25 3 4"

B

REVISIONS

LIGHTS

WARNING

TURN ON

BUTTON TO

PUSH

2" SQUARE TELESPAR

YELLOW PUSH BUTTON KIT

24"X12" W16-7PL STATIC SIGN

BACK TO BACK

RRFB LIGHT BARS

BACK TO BACK

30" W11-2 STATIC SIGNS

12V/30W SOLAR PANEL/CONTROL CABINET

TOP OF POLE MOUNTED

24"X12" W16-7PR STATIC SIGN

7"

REV.

A

B

DESCRIPTION

UPDATE TO SW2020

UPDATE SOLAR PANEL NOTE FROM

20W TO 30W. UPDATE DESCRIPTION

DATE ECN# AUTHOR/APPROVED

5/7/2018

12/02/2022

N/A

CC-692 SR

A.K./JP.

WISDOT/CADDS SHEET 42

EHWY: COUNTY:

P:\WALCO\2326453-CTHH LAKE GENEVA\CAD\01_CIVIL 3D-2024\01_SHTS_PLANS\021001-CD.DWGFILE NAME : 2/10/2026 1:19 PMPLOT DATE : PLOT BY : NATHAN HARVEY

PROJECT NO:

PLOT NAME :

SHEET

PLOT SCALE : 1 IN:10 FT

26-003 CTH H WALWORTH CONSTRUCTION DETAILS

LAYOUT NAME - 021001-cd(2) http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/wseries/W11-2.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/wseries/W11-2.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/wseries/W11-2.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/wseries/W11-2.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/wseries/W11-2.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/wseries/W11-2.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/wseries/W11-2.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/wseries/W11-2.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/wseries/W11-2.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/wseries/W11-2.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/wseries/W11-2.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/wseries/W11-2.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/wseries/W11-2.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/wseries/W11-2.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/wseries/W11-2.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/wseries/W11-2.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/wseries/W11-2.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/wseries/W11-2.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/wseries/W11-2.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/wseries/W11-2.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/wseries/W11-2.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/wseries/W11-2.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/wseries/W11-2.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/wseries/W11-2.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/wseries/W11-2.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/wseries/W11-2.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/wseries/W11-2.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/wseries/W11-2.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/wseries/W11-2.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/wseries/W11-2.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/wseries/W11-2.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/wseries/W11-2.pdf

O H

OH

OH

OH

OH

OH OH OH

SS SSSS SS SS

SS

SS

SS

SS

SS SS SS

G

G G

G G

G G G G

G

G V

WVS

W V

MH

W V

G U

Y

G U

Y

PO

ST

CONC

CONC

5" STEEL POST

3' TALL

CO

N

C

CO

N

C

CO

N

C

CONC

CONC

CONC

CO

N

C

27' 15"

LANDSCAPING

W/WOOD SIGN

"KAISER CHIROPRACTIC"

BM#58

17"

99+00 100+00 101+00

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

XX

X X X

X X XXXXX XX XXX XXX XX XXXX X XX XXX XXXXX XX XX X X X XX X XX X X X X X XX 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 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 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 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 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

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

XX

XX

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

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 X

X X

X X

X X

X X

X X

X X

X X

X X

X X

XX

XX

XX

XX

XX

XX

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

XXXXXXX

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 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 XX X X X XX X XXXXX XXX X XX XXXXX XXX XXXXXXX

XX895.14 EOP

22.2' LT PT+33.1

896.66 EOP (EX)

64.4' LT PC+78.9

896.17 EOP

51.3' LT +15.4

896.11 EOP

6.3' LT PC +50.4

895.97 EOP

16.4' LT MID +26.0

896.29 EOP

21.7' RT PT +85.2

895.85 EOP

42.1' RT PC +64.6

896.07 EOP

27.6' RT MID +70.7

895.81 EOP

42.4' RT PT+42.6

895.97 EOP

21.8' RT PC HP+22.2

895.92 EOP

27.9' RT MID+36.7

42.2' RT +85.1

42.3' RT

+22.1

895.14 EOP (EX)

22.2' LT+28.3

896.51 EOP (EX)

64.9' LT +15.1

896.36 EOP

6.3' LT +99.1

895.88 (EX)

21.7' RT+07.0

895.74 EOP

52.3' RT+42.5

895.73 EOP

52.2' RT +64.5

896.42 EOP

21.8' RT +01.5

IP

C/L CTH H (WILLIAMS ST) STA 99+96.85

C/L CTH H (GEORGE ST)

C/L CTH H (WILLIAMS ST) STA 100+53.61

C/L GARDNER ST

N0°16'53"W

2012.19'

895.65 EOP

35.7' LT MID+65.4

67.7' LT

+33.0

41.4' LT +51.0

895.94 EOP

40.8' LT PT +15.5

895.65 EOP (EX)

64.8' RT+40.7

895.64 EOP (EX)

64.7' RT +66.5

MATCH EXISTING

22.2' LT+41.1

895.86 EOP

37.4' LT LP +15.8

ADJUST STORM

MANHOLE COVER

WISDOT/CADDS SHEET 42

EHWY: COUNTY:

P:\WALCO\2326453-CTHH LAKE GENEVA\CAD\01_CIVIL 3D-2024\01_SHTS_PLANS\021101-ID.DWGFILE NAME : 2/10/2026 1:39 PMPLOT DATE : PLOT BY : NATHAN HARVEY

PROJECT NO:

PLOT NAME :

SHEET

PLOT SCALE : 1 IN:20 FT

26-003 CTH H WALWORTH INTERSECTION DETAILS: CTH H (WILLIAMS ST) AT GEORGE ST & GARDNER ST

LAYOUT NAME - George St & Gardner St

WILLIAMS ST

CTH

H

(G

EO

RG

E ST)

G

AR

DN

ER

S T

R45'

50'

50'

EX R/W

EX R/WEX R/W

EX R/W

EX

R

/W

EX

R

/W

EX

R

/W

EX

R

/W

SEE CURB RAMP

DETAIL SHT 10 SEE CURB RAMP

DETAIL SHT 10

SEE CURB RAMP

DETAIL SHT 11

SEE CURB RAMP

DETAIL SHT 11

89°59'34"'

BEGIN RESURFACING

STA 97+30

Y: 222853.2517 X: 2389649.1359

MATCH EXISTING

BUTT JOINT REQ'D

36'

PROJECT LIMITS

BUTT JOINT

64.7' LT.

SAW CUT OPTIONAL

90°11'33"'

BENCHMARKS

NAME NORTHING EASTING ELEVATION DESCRIPTION

BM#58 223000.839 2389624.138 898.01 SPIKE IN POWER POLE AT NORTHWEST

CORNER OF CTH H AND GEORGE ST

BUTT JOINT

64.7' RT

SAW CUT OPTIONAL

R 35'

5'

5'

5'

5'5'

R 20.5'

R 20.5'

5'

5'

REMOVE EXISTING INLET

STRUCTURE

CAP AND ABANDON EXISTING

CONCRETE PIPE IN PLACE

4'

5'

SLOPE INTERCEPT

(TYP)

4'

4' 4'

4'

4'

22'

DRIVEWAY APRON REMOVAL

PAID FOR AS REMOVING

CONCRETE SIDEWALK

6.

3'2'

(T

YP

ADJUST INLET

COVER

ADJUST STORM

MANHOLE COVER ADJUST INLET

COVER

ADJUST VALVE

OH OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

O H

O H

OH

OH

OH

OH

SSSS SS SS

SS

SS

SS

SS SS SS SS SS

SS

SS SS SS

SAN

SAN

SAN SAN SAN SAN

SAN

SAN

O H

O H

O H

W W W W

W W

W W

SAN SAN SAN SAN

SAN

SAN

SAN

SAN SAN SAN SAN SAN SAN

W W W W W W

SA

N

SA

N

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

SANSAN SAN SAN SAN

G G G G G G

G G

G

G

G

G G

GGGG

G

G G

G G

G

G

G G G G G

G

G G G G G G G G

W

W

W W

W

W W

W

W

SS

SS SS

MH

SS

SS

TEL

W V

W V

SAN

GV

WVS

SA

N

WVS

SAN

GV

W V

SAN

WVS

GUY

GUY

GUY

GTST

MPM

P

R TIME WARNER

CONC

24" 26"

CONC

CONC

ONLY

SPLICER CABINET

8"

15"

5" 6"

5" 10"

TREE LINE

AT&T FIBER MARKER

GAS TEST STATION

BM#57

CONC

ASPH

AT&T FIBER

MARKER

116+00 117+00 118+00 119+00

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

XXX

XX

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 XX X X XXX XX XX XXX XX XXX XX XX XX X X X X XX XX 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 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 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 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

X X

X X

XX

XX

XX

X

XX

XX

XX

XX

XX

XX

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

888.02 EOP

43.2' RT PT

+23.3

889.19 EOP

13.8' RT PC

+93.4

888.35 EOP

22.4' RT MID

+14.3

0.15 EOP

55.6' RT

+23.6

887.55 EOP

43.5' RT PC +58.9

887.48 EOP

14.0' RT PT +88.6

887.78 EOP

22.7' RT MID HP+67.8

887.43 EOP

56.0' RT +58.7

43.8' RT+93.3 44.0' RT +88.9

887.23 EOP

22.0' LT PC +95.9

888.08 EOP

28.2' LT MID +76.7

55.0' LT +96.0

886.14 EOP

14.1' RT +50.7

885.37 EOP

26.2' RT LP

+92.6

IP

IP

IP

IP

885.86 EOP

21.9' LT +52.4

888.92 EOP

38.3' LT +67.5

889.81 EOP

25.2' LT PT +10.7889.86 EOP

22.7' LT PT +64.9890.68 EOP

22.3' LT PT +03.7

890.24 EOP

22.5' LT PT +36.6

C/L CTH H (SHERIDAN SPRINGS RD) STA 117+42.51

C/L CENTER ST

WISDOT/CADDS SHEET 42

EHWY: COUNTY:

P:\WALCO\2326453-CTHH LAKE GENEVA\CAD\01_CIVIL 3D-2024\01_SHTS_PLANS\021101-ID.DWGFILE NAME : 2/10/2026 1:39 PMPLOT DATE : PLOT BY : NATHAN HARVEY

PROJECT NO:

PLOT NAME :

SHEET

PLOT SCALE : 1 IN:20 FT

26-003 CTH H WALWORTH INTERSECTION DETAILS: CTH H (SHERIDAN SPRINGS RD) AT CENTER ST

LAYOUT NAME - Center St

CE

N

TE

R

ST

CE

N

TE

R

ST

CTH H (SHERIDAN SPRINGS RD)

R 33'

60'

60'

EX R/W

EX R/W

EX

R

/W

EX

R

/W

EX

R

/W

EX

R

/W

EX R/W

EX R/W

BENCHMARKS

NAME NORTHING EASTING ELEVATION DESCRIPTION

BM#57 224214.669 2390333.906 890.97

SPIKE IN POWER POLE W/LIGHT AT

NORTHEAST CORNER OF CENTER ST

AND CTH H

BUTT JOINT

55.8' RT

SAW CUT OPTIONAL

BUTT JOINT

37.1' LT

SAW CUT OPTIONAL

CURB & GUTTER REMOVAL

AND REPLACEMENT 39 LF

CURB & GUTTER REMOVAL

AND REPLACEMENT 33 LF

4'

5'

5'

4'

GRADING AND SHAPING

DITCHES - 512 LF

SEE CURB RAMP SHEET

SEE CURB RAMP SHEET

1.41%

1.

0%

4.41%

5'

5'R 30'

REMOVE EXISTING INLET STRUCTURE

CAP AND ABANDON EXISTING

CONCRETE PIPE IN PLACE

REMOVE EXISTING INLET STRUCTURE

CAP AND ABANDON EXISTING

CONCRETE PIPE IN PLACE

1.42%

R 30'

ADJUSTING MANHOLE WITH

NEW INLET COVER TYPE A

SANITARY WORK

DONE BY OTHERS

89°11'55"'

ADJUST SANITARY

MANHOLE COVER

ADJUST WATER

MANHOLE COVER

ADJUST STORM

MANHOLE COVER

100+00

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 X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X

XX

X X X

XX

XXXX

XX X

X X X X X XX XXX X XX X XXX X XXX XXXX X XX X XX X XXXX XXX XXXX XXX XXXX X XX XX XX XXX XXXX XXXXXXX X X X X X XX X XXX XXX XXX X X X X X X XX X X X X X XX 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 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 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

XXXXXXXXXXXXXX

7.

0%

8.

0%

8.

0%

0.5%

1.5%

7.

2%

1.0%

1.5%

5.0%

1.

5%

4.7%

1.

5%

1.

0%

1.

3%

1.6%

1.3%

0.3%

1.5%

897.098

896.434

896.377 896.293895.906

896.111

896.368

896.748

897.042

896.673

895.907

895.807

895.846

895.937

895.899

895.970

896.041

895.832

895.855

895.955

1.5% 1.2%

0.

1%

896.174

895.840

SS

G G

G

WVS

W V

MH

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 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 X X X XX X X X X X X X X X XX X X X X X X X XX X XX XX X X XX XXXX X XX X XXXX XX XX XXXXXXXXXXXXXXXX XXXXXXXXXXXXX

XXXXXX

6.

8%

0.3%

6.

8%

1.2%4.4%

2.6%

0.2% 0.

3%

1.

5%

2.6%

2.6%

895.997

895.777 895.796

895.298

895.731 895.716

895.455 895.147

896.662

895.138

895.802

895.218

895.180

895.287

895.471

SS

WISDOT/CADDS SHEET 42

ECOUNTY:

P:\WALCO\2326453-CTHH LAKE GENEVA\CAD\01_CIVIL 3D-2024\01_SHTS_PLANS\021301-CR.DWGFILE NAME : 2/10/2026 1:21 PMPLOT DATE : PLOT BY : NATHAN HARVEY

PROJECT NO:

PLOT NAME :

SHEET HWY:

PLOT SCALE : 1 IN:10 FT

26-003 10WALWORTH CURB RAMP DETAILS: GEORGE ST

LAYOUT NAME - George St

CTH H

NOTES:

1. CONTRACTOR TO FIELD VERIFY ELEVATION, GRADES, SLOPES, LENGTHS,

AND MATCH POINTS PRIOR TO CURB RAMP AND SIDEWALK CONSTRUCTION.

2. THE ENGINEER MAY ADJUST ELEVATIONS TO FIT FIELD CONSTRUCTION.

3. SEE THE STANDARD DETAIL DRAWINGS FOR COMPLETE CURB RAMP

REQUIREMENTS.

4. ALL RESTORATION SHALL BE 4" TOPSOIL, SEED, AND FERTILIZER.

CURB RAMP TYPE

RESTORATION (SEE NOTES)

CONCRETE SIDEWALK 5-INCH

CONCRETE CURB PEDESTRIAN

LEGEND

RES

SW5

PED

P6 6:1 PAVED FLARE (NON-WALKABLE SURFACE)

LANDINGL

C

TH

H (G

EO

R

G E

ST

CTH H (WILLIAMS ST)

L 4B1

5'

4'

5'

4'

5'

CTH H (WILLIAMS ST)

C

TH

H (G

EO

R

G E

ST

4'

PED

PED

PED

SLOPE INTERCEPT

(TYP)

L

RES

RES

RES

RES

PED

PED

EX

R

/W

EX

R

/W

EX R/W

G G G

W V

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

XXX

XXX

XXX

XX

XX

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 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

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 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

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

XX

XX

X

XX

X

XX

XX

XX

XX

XX

XX

XX

XX

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

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 X X X X X X X X X X X

IP

4.

0%

1.7%

3.6%

1.5%

1.5%

1.5%

2.

0%

0.

6%

1.

2%

0.

6%

1.5%

1.

5%

0.

7%

0.

6%

1.8%

0.

6%

1.

5%

0.3%

0.1%

0.

6%

1.5%

0.

8%

0.

8%

0.

8%

0.

8%

0.

8%

0.7%

0.3%

3.

0%

0.1%

0.7%0.7%

0.9%

1.5%

1.5%

7.5%

1.5%

1.5% 2.

7%

1.

1%

3.2%

1.

5%

0.

9%

1.

0%

1.

5%

1.4%

7.5%

1.

1%

1.

3%

1.5% 4.

2%

1.

3%

1.

1%

1.5%

0.

6%

1.

2%

1.

5%

1.

6%

7.4%

896.482

896.283

895.865

895.973

895.917

895.809

895.742

895.657

896.319 896.355 896.391

896.394 896.407

896.421

896.280

895.804

895.762

896.284

896.190

896.265

896.325

896.228

896.260

896.292

896.116

896.190

896.250

896.217 896.185 896.081

896.229

7.5%

7.4%

895.645

895.729

895.845

896.067

896.289

896.179

895.957

896.195

896.162

895.824

895.904

896.281

896.194

896.666

896.815

896.976

896.743

1.5%

1.

5%

5.0%

5.3%0.9%

896.823 896.744

896.319 896.273

896.198

896.236

896.275

896.314

896.248

896.303

896.394

896.200

896.239

896.266 896.415

2.0%

896.307

1.4%

1.3%

896.173

896.228

1.5%

.4

896.263 896.330

895.865

895.830 895.881 895.881

.1

895.846

896.399

1.

7%

896.275

1.3%

3.

1%

1.

1%

G

G G

G G

G

1.

0%

101+00

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

0.7%

0.7% 0.7% 0.7% 0.7%

2.

5%

2.

5%

2.

5%

0.7%0.7%

1.

5%

1.

5%

15.7% 16.8%

1.0%

0.5%

1.

5% 3.

1%

0.6%

0.5%

2.

4%

0.5%

5.

0%

0.7% 0.7% 0.2%

0.7% 0.7% 0.7%

1.

5%

1.

5%

1.

5%

896.780

0.7%

1.

5%

0.7%

0.7%

1.

5%

5.

0%

0.7%

896.813

896.846 896.879

896.912

896.945

896.978 897.011

897.044

896.926 896.936896.903896.870

896.837 896.804 896.682 896.555

896.736

896.233896.678 896.208

896.530

896.653

896.771

896.738

896.705

896.360

896.304896.278

2.

5%

896.747

896.653

G G

G G G G G

G G

WISDOT/CADDS SHEET 42

ECOUNTY:

P:\WALCO\2326453-CTHH LAKE GENEVA\CAD\01_CIVIL 3D-2024\01_SHTS_PLANS\021301-CR.DWGFILE NAME : 2/10/2026 1:21 PMPLOT DATE : PLOT BY : NATHAN HARVEY

PROJECT NO:

PLOT NAME :

SHEET HWY:

PLOT SCALE : 1 IN:10 FT

26-003 11WALWORTH CURB RAMP DETAILS: GARDNER ST

LAYOUT NAME - Gardner St

CTH H

G

AR

D N

ER

S

T

NOTES:

1. CONTRACTOR TO FIELD VERIFY ELEVATION, GRADES, SLOPES, LENGTHS, AND

MATCH POINTS PRIOR TO CURB RAMP AND SIDEWALK CONSTRUCTION.

2. THE ENGINEER MAY ADJUST ELEVATIONS TO FIT FIELD CONSTRUCTION.

3. SEE THE STANDARD DETAIL DRAWINGS FOR COMPLETE CURB RAMP

REQUIREMENTS.

4. ALL RESTORATION SHALL BE 4" TOPSOIL, SEED, AND FERTILIZER.

CURB RAMP TYPE

RESTORATION (SEE NOTES)

CONCRETE SIDEWALK 5-INCH

CONCRETE CURB PEDESTRIAN

LEGEND

RES

SW5

PED

P6 6:1 PAVED FLARE (NON-WALKABLE SURFACE)

LANDINGL

CTH H (WILLIAMS ST)

CTH H (WILLIAMS ST)

3 3

7B

L

L

PED

RES

6'

4'

5'

L

P6

P6

4'5'

5'

4'

5'

4'

5'

RES

L

P6

SW5SW5

SW5

4'

SLOPE INTERCEPT

(TYP)

SLOPE INTERCEPT (TYP)

RES

RES

PED SW5

P10

ONLY

XXX X X XX XX X X XXXXX XX XXX XXX X XXX XXXXXXX XXX XXX XXXX XX X XXX X X XX X XX X XX X X XX X X X X X X X X X XX 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 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 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 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 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 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 X X X X X X X X X X X

1.

5%

1.5%

3.1%

1.

5%

1.

5%

0.8%

1.5%

6.

1%

3.5%

1.9%

888.295

888.004

887.247

888.918

887.988

887.696

887.771

887.988888.062

887.911

887.988

887.864

888.079

887.905

3.4%

WISDOT/CADDS SHEET 42

ECOUNTY:

P:\WALCO\2326453-CTHH LAKE GENEVA\CAD\01_CIVIL 3D-2024\01_SHTS_PLANS\021302-CR.DWGFILE NAME : 2/10/2026 1:22 PMPLOT DATE : PLOT BY : NATHAN HARVEY

PROJECT NO:

PLOT NAME :

SHEET HWY:

PLOT SCALE : 1 IN:10 FT

26-003 12WALWORTH CURB RAMP DETAILS: CENTER ST NORTHEAST

LAYOUT NAME - Center St North

CTH H

NOTES:

1. CONTRACTOR TO FIELD VERIFY ELEVATION, GRADES, SLOPES, LENGTHS,

AND MATCH POINTS PRIOR TO CURB RAMP AND SIDEWALK CONSTRUCTION.

2. THE ENGINEER MAY ADJUST ELEVATIONS TO FIT FIELD CONSTRUCTION.

3. SEE THE STANDARD DETAIL DRAWINGS FOR COMPLETE CURB RAMP

REQUIREMENTS.

4. ALL RESTORATION SHALL BE 4" TOPSOIL, SEED, AND FERTILIZER.

CURB RAMP TYPE

RESTORATION (SEE NOTES)

CONCRETE SIDEWALK 5-INCH

CONCRETE CURB PEDESTRIAN

LEGEND

RES

SW5

PED

P6 6:1 PAVED FLARE (NON-WALKABLE SURFACE)

LANDINGL

CTH H (E SHERIDAN SPRINGS RD)

CTH H (E SHERIDAN SPRINGS RD)

C

EN

TE

R

S T

RES

RES

L

5'

EX R/W

EX

R

/W

EX

R

/W

PED

SW5

SLOPE INTERCEPT

(TYP)

EX R/W

GRADING AND SHAPING

DITCHES - 512 LF

P6

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

XXX

XXX

XXXX

X

XX

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 X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

XX

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

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

XX

X

XX

X

XX

XX

XX

X

XX

X

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XXX

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

2.4%

2.

4%2.

3%

6.2%

1.

0%

0.

2%

1.0% 6.5% 1.2%

3.0%

1.6%

7.

9%

0.

6%

7.

9%

3.4%

2.

4%

1.

0%0.

8%

1.1%

0.

3%

0.

3%

0.8%

3.0%

1.

0%3.

2%

0.9

2.

0%

3.5%

2.8%

2.8% 3.3%

3.0%

1.

5%

1.

3%

889.169

888.861

888.671

888.320

888.831 888.270

888.214

0.149

888.022

888.623

887.433

887.553

887.481

886.932 887.101

887.811

887.026 887.176

887.996

888.070

887.976

887.907

887.857

887.815

887.971

887.772

887.934

887.886

887.987 887.681

887.728

887.606

887.528

887.873

887.861

887.819

887.937

887.556 1.0%

3.

8%

888.255

888.349

887.779

887.714

887.661

887.586

0.6

3.

8%

5.2%

887.715

1.

5%

1.0%

1.4%

887.191

WISDOT/CADDS SHEET 42

ECOUNTY:

P:\WALCO\2326453-CTHH LAKE GENEVA\CAD\01_CIVIL 3D-2024\01_SHTS_PLANS\021302-CR.DWGFILE NAME : 2/10/2026 1:22 PMPLOT DATE : PLOT BY : NATHAN HARVEY

PROJECT NO:

PLOT NAME :

SHEET HWY:

PLOT SCALE : 1 IN: 10 FT

26-003 13WALWORTH CURB RAMP DETAILS: CENTER ST SOUTH

LAYOUT NAME - Center St South

CTH H

NOTES:

1. CONTRACTOR TO FIELD VERIFY ELEVATION, GRADES, SLOPES, LENGTHS, AND

MATCH POINTS PRIOR TO CURB RAMP AND SIDEWALK CONSTRUCTION.

2. THE ENGINEER MAY ADJUST ELEVATIONS TO FIT FIELD CONSTRUCTION.

3. SEE THE STANDARD DETAIL DRAWINGS FOR COMPLETE CURB RAMP

REQUIREMENTS.

4. ALL RESTORATION SHALL BE 4" TOPSOIL, SEED, AND FERTILIZER.

CURB RAMP TYPE

RESTORATION (SEE NOTES)

CONCRETE SIDEWALK 5-INCH

CONCRETE CURB PEDESTRIAN

LEGEND

RES

SW5

PED

P6 6:1 PAVED FLARE (NON-WALKABLE SURFACE)

LANDINGL

CTH H (E SHERIDAN SPRINGS RD)

CTH H (E SHERIDAN SPRINGS RD)

C

EN

TE

R

S T

4B1 2

P6

P6

RES

5'

4'

4'

5'

RES

RES

PED

SW5

SW5

SW5

L

SLOPE INTERCEPT

(TYP)

PED

PED

PED

PO

ST

POST

G G

WVS

W

VMH

W V

WVS2" WE ENERGIES (GAS)

G U

Y

G U

Y G U

Y

PO

ST

CONC

CONC

5" STEEL POST

3' TALL

CO

N

C

CO

N

C

CO

N

C

CONC

CONC

CONC

CO

N

C

27' 15"

LANDSCAPING

W/WOOD SIGN

"KAISER CHIROPRACTIC"

BM#58

17"

50' 35"

LANDSCAPE BLOCK

RAISED PLANTER

CONC

CONC

CONC

CONC

50' 20"

CONC

ASPH

BM#59

CO

N

C 1"

IP

IP

IP

IP

IP

BELARDI FAMILY

INVESTMENTS LLC

ZK 00014

#924

MICHAEL J SEICK

ZG 00010

#919 #923

DSC HOLDINGS LLC

ZG 00008

#790

BONNIE B. MILLER TRUST

ZK 00001

#1004

LAKE GENEVA LUXURY RENTAL

ZG 00007

#1003

#1016

JULIETA CHRISTINA AZICRI

ZYUP 00024

#1022

LAKE GENEVA

\LUXURY RENTAL

ZG 00006

#1015

WILLIAMS ROBERS

ZRG 00004

#1025

RICHARD DAMMER

ZRG 00003

#1033

#1028 #1032

MICHAEL A SCHECHTMAN

ZYUP 00022

#1036

ZWTC 00001

#1102

SAMANTHA ADAMIK

ZRG2 00004

#1101

JACK D HINZ

ZRG2 00003

#1107

99+00 100+00 101+00 102+00 103+00 104+00 105+00

X X

X X

X X

X X

X X

X X

X X

X X X X

X

XX

X X XX X XX XX XX XX X X X XX 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 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 X X X X X X X X X X X X X X X X X X X X

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

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 X

X X

X X

X X

X X

X X

XX

X

X

XX

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

XXX

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 X X XX XX XX XX XXX

X

2" WE ENERGIES (GAS)2" WE ENERGIES (GAS)SS SS

G G

G G G G G G G

G

G G

G G

G G

G

GG

G

SAN

M

AT

CH

L

IN

E

4+

FLAG

WVS

W

VS

W

VS

WVS

SS

W V

W

VW

VS

WVS

W

VSWV CH

IS

G U

Y PO

ST

GUYPO

ST

50' 35"

CONC

CONC

50' 20"

CONC

ASPH

BM#59

CO

N

C

CO

N

C

CO

N

C

CO

N

C

CONC

CONC

CONC STOOP W/ STEPS

WOOD ROOF OVERHANG

CONC

GRVL

1"

CONC

CONC

CONC

CONC

CONC

CONC

BM#50

27" 20" 35'

18"

2-7"

36" 17" 15"

13"

2-13"

CO

N

C

CO

N

C

CONC

CONC

CONC

CONC

CO

N

C

CO

N

C

RETAINING WALL

IP

IP

IP IP

IP

IP IP IP

IP

IP

IP

IP

ICHAEL A SCHECHTMAN

ZYUP 00022

#1102

#1110

SAMANTHA ADAMIK

ZRG2 00004

#1101

JACK D HINZ

ZRG2 00003

#1107

JENNIFER S HATCH

GERALD K MOLLE

ZRG2 00002

#1109

ANGELA HAHN

ZW 00025

#1117

CHRISTOPHER KEEFE

ZW 00023

#1121

#1116

#1118 #1120

OCTAVIO VALEDEZ

CLARIBEL HERNANDEZ

ZYUP 00017

#1124

#1134

ZYUP 00014

#1140

WAYNE DAVID PARKER

TERRI RAE PARKER

ZW 00012

#1137

JUAN VALDEZ VALDEZ

ZW 00011

#1139

ANDREW VALENTINE

ASHLEY VALENTINE

ZW 00010

#1141

JAMES L GIESE

ZW 00009

#1143

SANDRA L. STEARNS

ZYUP 00013

#905

PANKONIN HOLDINGS L

ZYUP 00013A

104+00 105+00 106+00 107+00 108+00 109+00

110+00

PC

: 1

+7

5.

2" WE ENERGIES (GAS)2" WE ENERGIES (GAS)

2" W

E

EN

ER

G

IE

S

(G

AS

2" WE ENERGIES (GAS) 2" WE ENERGIES (GAS)

SS

G G

G G G G G

G G

G G

GGGGG

G G G

G G

G

G

G G G G

G

GGG

G G

G G

G G

G

G G

G

GSS

SAN SAN SAN

M

AT

CH

L

IN

E

4+

M

AT

CH

L

IN

E

9+

WISDOT/CADDS SHEET 44

EHWY: COUNTY:

P:\WALCO\2326453-CTHH LAKE GENEVA\CAD\01_CIVIL 3D-2024\01_SHTS_PLANS\022001-EC.DWGFILE NAME : 2/10/2026 1:22 PMPLOT DATE : PLOT BY : NATHAN HARVEY

PROJECT NO:

PLOT NAME :

SHEET

PLOT SCALE : 1 IN:40 FT

LAYOUT NAME - 022001-ec

26-003 CTH H WALWORTH EROSION CONTROL 14

CTH H (WILLIAMS ST)

CTH H (WILLIAMS ST)

C

TH

H (G

EO

R

G E

ST

G

AR

D N

ER

S

T

W

AL

KE

R

S T

R O

G

ER

S C

T

G R

AN

T

ST

50'

EX

R

/W

EX

R

/W

EX R/W

EX R/W

50'

EX

R

/W

EX

R

/W

EX R/W

EX R/W

50'

EX

R

/W

EX

R

/W

EX R/W

EX R/W

50'

EX

R

/W

EX

R

/W

66'

EX

R

/W

EX

R

/W

EX R/W

EX R/W

LEGEND

INLET PROTECTION (TYPE C)

UNLESS NOTED

TEMPORARY DITCH CHECK

SURFACE WATER FLOW

ROCK BAGS

BEGIN RESURFACING

STA 99+28.29

G

G

G

SS

SS

SS

WV

WVS

SAN

WVS

WVS

WVS

W

VS

SS

WV

WV

10" WE ENERGIES (GAS)

CHIS

POST

PO

ST

POST

POST

GUY

POST

G U

Y

GUY

POST

2- 7"

" 15

"13

2-

2- 7"

12"

10"

12"

W/MEMORIAL

PLAQUE

CO

NC

CO

NC

CO

NC

CONC

16"

6-2" 36"

8"

3' STONE

CONC

CO

NC

CONC

13"

W/MULCH

CONC

CONC

4-4"

CONC

CONC

8" 24"22"

DEAD

TREE LINE

GRVL

TIMBER EDGING

4' CHAIN LINKFENCE

26"

18"

4" 2-5"

10" 12"

24"

2"

15"

16"

10"

15"

14"18" 10"

7"24"

15"

ASPH

CO

NC

CONC

ASPH

ASPH

IP

IP

IP

IP

#9

PA

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IN

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ZY

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3A

#1

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AS

E

FA

MILY

T

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ZY

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#1

PHILLIP & CHERLY

FISHBECK TRUST

ZW 00003 #1205

#766

TOBY J HORON

JODI LP HORON

ZW 00002D

#742

MICHAEL FRANZENE

LOIS FRANZENEZW 00002C

#740SCOTT REIFF

#W2716

STEPHEN N COMPTON

GWEN BLACKBURN

J G 2500004A

9+

110+00

111+00

112+00 113+00

114+00

115+00

PT

: 1

+5

0.

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

X

2" WE ENERGIES (GAS)

2" WE ENERGIES (GAS)

G

G

G

G

G

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G

G

G

G

G

G

G

G

G

G

G

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SS

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N

SAN

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ATCH LINE 109+50

M

AT

CH

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POST

G G G G G G

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MH

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TEL

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VW

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SAN

GV

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WV

SA

N

WVS

SAN

GV

W V

SAN

WVSWVS

SAN

10" WE ENERGIES (GAS)

MP

GUYGUY

GUYGTST

MP

MP

M P

MPPOST

PO

ST

PO

ST

PO

ST

GUY

CONC

24"

22" GRVL

TIMBER EDGING

4' CHAIN LINK

FENCE

26"

2-5" 10" 12"

24" 2"

15"

16"

10" 15" 14"

18"

10"

7"

24" 15"

4"

ASPH

2'x2' STONE PILLAR

5' TALL

IFIBER TIME WARNER

MARKER

CO

N

C

CONC

24" 26"

CONC

CONC

ONLY

SPLICER CABINET

8"

15"

5" 6"

5" 10"

TREE LINE

AT&T FIBER

MARKER

GAS TEST STATION

BM#57

CONC

CONC

ASPH

10"

15" 14"

SANITARY SEWER MARKER

CONC

AT&T FIBER

MARKER

ASPH

ASPH

IP

IP

IP

IP

IP

IP

IP

IP

IP IP

#742

MICHAEL FRANZENE

LOIS FRANZENE

ZW 00002C

#740

SCOTT REIFF

ZW 00002B

#1240

MAZWRTIN S GUERRERO

YOLANDA VEGA SAVALETA

ZW 00002

#W2716

STEPHEN N COMPTON

GWEN BLACKBURN

J G 2500004A

FAIRWYN DEVELOPMENT

J G 2500004P

MICHAEL S. PODY

ZGC 00012

#1237

#616 BASSO BUILDER

BASSO BUILDERS INC

ZGC 00011A

114+00 115+00 116+00 117+00 118+00 119+00 120+00

PT

: 1

+5

0.

PC

: 1

+3

8.

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X

XX

X

X X

X X

X X

X X

X X

X X

X X

X

X X X X X XX XX XX X XX XX X XX 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 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

XX

XX

X

XX

XX

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

X

2" WE ENERGIES (GAS)

2" WE ENERGIES (GAS)

8" WE ENERGIES (GAS)

SAN

G G 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 G

M

AT

CH

L

IN

E

4+

M

AT

CH

L

IN

E

9+

WISDOT/CADDS SHEET 44

EHWY: COUNTY:

P:\WALCO\2326453-CTHH LAKE GENEVA\CAD\01_CIVIL 3D-2024\01_SHTS_PLANS\022001-EC.DWGFILE NAME : 2/10/2026 1:22 PMPLOT DATE : PLOT BY : NATHAN HARVEY

PROJECT NO:

PLOT NAME :

SHEET

PLOT SCALE : 1 IN:40 FT

LAYOUT NAME - 022002-ec

26-003 CTH H WALWORTH EROSION CONTROL 15

CTH H (SHERIDAN SPRINGS RD)

W

ILL

IA

MS

ST

SHERIDAN

SPRINGS RD

MILWAUKEE ST

CTH H (SHERIDAN SPRINGS RD)

C

EN

TE

R

S T

C

EN

TE

R

S T

64.5'

EX

R/

W

EX

R/

W

EX R/W

EX

R

/W

EX R/W

EX R/W

EX R/W

EX R/W

EX R/W

60'

EX

R

/W

EX

R

/W

60'

EX

R

/W

EX

R

/W

EX R/W

EX R/W

LEGEND

INLET PROTECTION (TYPE C)

UNLESS NOTED

TEMPORARY DITCH CHECK

SURFACE WATER FLOW

ROCK BAGS

POST

GUY

GUY

GUY

GUY

GUY

W

EL EL

EL

EL

EL

EL

MH

WVGV

MH

SSSAN

SS

SAN

SS

SA

NWV

WV

WV

SS

MP

MP

GUY

GUY

GUY

GUY

MP

GTSTMP

MP

GUY

ONLY

TREE LINE

ASPH

10"

15" 14"

SANITARY SEWER MARKER

OUTSIDE EDGE OFBILLBOARDS

CONC

CONC

CONC

HEAVY LANDSCAPING

W/SIGN

"BRUNK INDUSTRIES"

IFIBER MARKER

WATER PIPE LINE

MARKER

TREE LINE

GAS TEST STATION

SANITARY SEWER

MARKER TREE LINE

STEEL GRATE FOR

STORM SEWER CONC

CONC

ASPH

CONC

4" F

LE

X

IE = 872.55

IP

IP

IP

IP

IP

IP IP

IP

IP

JULIANNE FROELICH, ET AL.ZYUP 00140

#616

BASSO BUILDERS INCZA500200003BASSO BUILDERS INCZGC 00011A

119+00

120+00 121+00 122+00

123+00

124+00

125+00

PC

: 1

+3

8.

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

X X X

NC

8" WE ENERGIES (GAS)

G

G

G

G G

G G

G

G

G G

G G

G G

G

G G

G G G

G

G G G G G

G G

SAN

TEL

M

AT

CH

L

IN

E

9+

M

AT

CH

L

IN

E

3+

ONLY

GUY

GUY

GUY

GUY

GUYEL

EL

EL

EL

EL

EL

ELEL

ELEL

SAN

MH

SS

GTST

MP

GUYGUYGUYGUY

TREE LINE

CONC EDGING

CONC

CONC

ASPH

CONC

CONC

GAS TEST STATION

BM#52

ASPH

ASPH

4" F

LE

XIE = 872.55

IP

500 INTERCHANGE LLC

ZYUP 00135

#500

#495 #497 #499 #501

HASKINS LLC

ZYUP 00137N

#451

#401

BITTNER PROPERTIES LLC

ZYUP 00137M

#411

124+00

125+00 126+00 127+00 128+00 129+00

PT

: 1

+8

5.

N C1

NC1

2" WE ENERGIES (GAS)

G

G G

G G

G

G

G G

G G G G G G G G

G

G

TEL SS SS

M

AT

CH

L

IN

E

3+

M

AT

CH

L

IN

E

9+

WISDOT/CADDS SHEET 44

EHWY: COUNTY:

P:\WALCO\2326453-CTHH LAKE GENEVA\CAD\01_CIVIL 3D-2024\01_SHTS_PLANS\022001-EC.DWGFILE NAME : 2/10/2026 1:23 PMPLOT DATE : PLOT BY : NATHAN HARVEY

PROJECT NO:

PLOT NAME :

SHEET

PLOT SCALE : 1 IN:40 FT

LAYOUT NAME - 022003-ec

26-003 CTH H WALWORTH EROSION CONTROL 16

CTH H (SHERIDAN SPRINGS RD)

SA

G

E

ST

CTH H (INTERCHANGE N)

CTH H(SHERIDAN SPRINGS RD)

SH

ER

ID

AN

SP

R

IN

G

S R

D

EX R/W

EX R/W

EX R/W

66'

EX

R

/W

EX

R

/W

0'

EX R/W

EX R/W

EX

R

/W

LEGEND

INLET PROTECTION (TYPE C)

UNLESS NOTED

TEMPORARY DITCH CHECK

SURFACE WATER FLOW

ROCK BAGS

INLET PROTECTION TYPE B

INLET PROTECTION TYPE B

0'

EX R/W

INLET PROTECTION TYPE B INLET PROTECTION TYPE B

GUY GUY

MH MH

SAN

W V

GUY

CONC CONC

ASPH

BM#51

7" 2-10"

IP

IP

BITTNER PROPERTIES LLC

ZYUP 00137M

#411

IRVING DEVELOPMENT GROUP

ZYUP 00136

#334

WILLIAM D BURKE TRUST

J G 2500003

#W2570

#W2556

ROBERT E GIRARD JR

J G 2500004F

#300

WPC GENEVA LLC

ZYUP 00137A

129+00 130+00 131+00 132+00 133+00 134+00 135+00

PI

: 1

+7

7.

2" WE ENERGIES (GAS)G

G

G G G G G

G

G

G G

G G G G G G

M

AT

CH

L

IN

E

9+

#W2542

PETROS REAL ESTATE HOLDINGS

J G 2500004E

#290

MDC COAST 21 LLC

ZA441300001

KC NORTHGATE LLC

ZA441300002

135+00 136+00 137+00 138+00 139+00 140+00 141+00

PI

: 1

+4

2.

2" WE ENERGIES (GAS)

G G G G G

G

G G G

G

WISDOT/CADDS SHEET 44

EHWY: COUNTY:

P:\WALCO\2326453-CTHH LAKE GENEVA\CAD\01_CIVIL 3D-2024\01_SHTS_PLANS\022001-EC.DWGFILE NAME : 2/10/2026 1:23 PMPLOT DATE : PLOT BY : NATHAN HARVEY

PROJECT NO:

PLOT NAME :

SHEET

PLOT SCALE : 1 IN:40 FT

LAYOUT NAME - 022004-ec

26-003 CTH H WALWORTH EROSION CONTROL 17

CTH H (INTERCHANGE N)

M

IN

AH

AN

R D

100'

EX R/W

EX R/W

66'

EX

R

/W

EX

R

/W

INLET PROTECTION TYPE B INLET PROTECTION TYPE B

100'

EX R/W

EX R/W

M

AT

CH

L

IN

E

ST

A

5+

M

AT

CH

L

IN

E

ST

A

5+

100'

EX R/W

EX R/W

CTH H (INTERCHANGE N)

LEGEND

INLET PROTECTION (TYPE C)

UNLESS NOTED

TEMPORARY DITCH CHECK

SURFACE WATER FLOW

ROCK BAGS

INLET PROTECTION TYPE B

END PROJECT

STA 138+85.27

U

Y

G U

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PO

ST

CONC

CONC

5" STEEL POST

3' TALL

CO

N

C

CO

N

C

CO

N

C

CONC

CONC

CONC

CO

N

C

27' 15"

LANDSCAPING

W/WOOD SIGN

"KAISER CHIROPRACTIC"

17"

+9

+4

+9

IP

IP

BELARDI FAMILY

INVESTMENTS LLC

ZK 00014

#924

MICHAEL J SEICK

ZG 00010

#919 #923

DSC HOLDINGS LLC

ZG 00008

#790

BONNIE B. MILLER TRUST

ZK 00001

#1004

LAKE GENEVA LUXURY RENTAL

ZG 00007

#1003

#1016

JULIETA CHRISTINA AZICRI

LAKE GENEVA

\LUXURY RENTAL

ZG 00006

#1015

WILLIAMS STREET

HOLDINGS LLC

ZA 85500002

WILLIAM V KROHN

ZF 00008

#913

WILLIAM V KROHN

ZF 00009

#905

#912

X X

X X

X X

X X

X X

X X

X X

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XX

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X X XX XX X XX X X X X XX X XX X X X X X XX 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 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 X X X X X X X X X X X X X X X

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+3

+6

+2

+4

+8

+8

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96+00 97+00 98+00 99+00 100+00 101+00 102+00

M

AT

CH

L

IN

E

2+

PO

ST

POST

FLAG

G U

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50' 35"

LANDSCAPE BLOCK

RAISED PLANTER

CONC

CONC

CONC

CONC

50' 20"

CONC

ASPH

CO

N C

CO

N

C

CO

N

C

CO

N

C

CONC

CONC

CONC STOOP W/ STEPS

WOOD ROOF OVERHANG

CONC

GRVL

1"

CONC

CONC

CONC

CONC

IP

IP

IP

IP IP

IP

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JULIETA CHRISTINA AZICRI

ZYUP 00024

#1022

LAKE GENEVA

\LUXURY RENTAL

ZG 00006

#1015

WILLIAMS ROBERS

ZRG 00004

#1025

RICHARD DAMMER

ZRG 00003

#1033

#1028 #1032

MICHAEL A SCHECHTMAN

ZYUP 00022

#1036

ZWTC 00001

#1102

#1110

SAMANTHA ADAMIK

ZRG2 00004

#1101

JACK D HINZ

ZRG2 00003

#1107

JENNIFER S HATCH

GERALD K…

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