2-26-059 Plan Set.pdf

PDF 6 MB Posted May 14, 2026

Attached to: Concrete Bridge Repairs
Solicitation number: 26-059
Issued by: Winnebago County, Wisconsin

About this file

Written by GovTribe AI · May 18, 2026

This is a Plan Set document for a concrete bridge repair project submitted by the Walworth County Department of Public Works in Wisconsin. The project involves rehabilitation work on two County-owned bridges (Structures B-64-155 and B-64-156) located on County Town Highway H in the Town of Bloomfield. The scope of work includes removing loose and delaminated concrete from deck overhangs, abutments, piers, and other structural elements, then replacing the deteriorated portions with new concrete as specified in the plans. For Structure B-64-155 (CTH H over Nippersink Creek), estimated quantities include one debris containment over waterway unit, 150 square feet of concrete surface repair, and 20 cubic yards of medium riprap. For Structure B-64-156 (CTH H over West Branch Nippersink Creek), estimated quantities include one debris containment over waterway unit and 85 square feet of concrete surface repair. The plan set includes general notes, repair details, and specifications for concrete removal and replacement, with emphasis on preserving existing reinforcing steel and maintaining environmental protection measures.

The plan set specifies that all concrete removal shall be defined by saw cuts and removed to sound concrete or one inch behind existing reinforcing steel, whichever is greater. Concrete repair areas are marked as approximate, with full extents to be determined by the field engineer. Contractors are required to coordinate construction activities with Diggers Hotline due to utility facilities in the project area, maintain access to all driveways, implement erosion control measures through an Erosion Control Implementation Plan (ECIP) approved by the engineer, and protect survey markers and vegetation. The project contacts include Josh Weiss, PE from CORRE Inc. (Design Project Manager), Craig Webster from the Wisconsin Department of Natural Resources, and Joseph Kroll from Walworth County Public Works Department. The plan set indicates the design specification is rehabilitation and notes that optimal timing for repairs is at low water elevation.

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Other files

File	Type	Posted
1-26-059 List of Subcontractors.pdf	PDF	May 14, 2026
3-26-059 Proposal Book - Final.pdf	PDF	May 14, 2026

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WHITEWATER

STATE PROJECT NUMBER

LAYOUT

SCALE

COUNTY:

ITH:

PROJECT ID:

PLOT NAME :C:\OD\ONEDRIVE - CORRE, INC\A PO13_2024_BRIDGE_REHAB\500_CADD\501_C3D_20XX\PROJECT ID (NO DASHES)\SHEETS\010101-TI.DWGFILE NAME : 5/16/2025 9:14 AMPLOT DATE : PLOT BY : JOSH WEISS, PE

26-059

N/A W

ALW

ORTH

WALWORTH COUNTY

DEPARTMENT OF PUBLIC WORKS

PLAN OF PROPOSED IMPROVEMENT

CONCRETE BRIDGE REPAIRS

26-059

4 MI

WALWORTH COUNTY

DEPARTMENT OF PUBLIC WORKS

R-15-E R-16-E

T-3-N

T-4-N

ORIGINAL PLANS PREPARED BY

ENGINEERING

MADISON │ EAU CLAIRE │ WAUKESHA │ APPLETON │ TOMAH │ WAUSAU

STRUCTURE B-64-155

LAT 423019.52

LONG 881955.08

STRUCTURE B-64-156

LAT 423048.65

LONG 882028.63

B-64-155, B-64-156

WALWORTH COUNTY

T-1-N

T-2-N

T-3-N

R-16-E R-17-E R-17-E R-18-E

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pw53 Rectangle pw53 Rectangle pw53 Rectangle pw53 Rectangle pw53 Rectangle

DIGGERS HOTLINE

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

THERE ARE UTILITY FACILITIES WITHIN THE PROJECT AREA THAT ARE NOT SHOWN ON THE PLANS. THE CONTRACTOR SHALL COORDINATE THEIR CONSTRUCTION ACTIVITIES WITH A CALL TO DIGGERS HOTLINE.

GENERAL NOTES

CONTRACTOR WILL BE RESPONSIBLE FOR RESHAPING, SEEDING, FERTILIZING, AND EMAT ANY PREVIOUSLY

GRASSED AREAS WHICH ARE DISTURBED BY OPERATIONS.

NO TREES OR SHRUBS ARE TO BE REMOVED WITHOUT THE APPROVAL OF THE ENGINEER.

THE CONTRACTOR IS TO WORK WITH UTMOST CARE AND PROTECT ALL SURVEY MARKERS. REMOVAL OF ANY

SURVEY MARKER IS TO BE WITH THE APPROVAL OF THE ENGINEER.

EROSION CONTROL FEATURES ARE TO BE DETERMINED BY THE CONTRACTOR. EXACT LOCATIONS WILL BE DETERMINED BY THE CONTRACTOR’S EROSION CONTROL IMPLEMENTATION PLAN (ECIP) AND APPROVED BY THE ENGINEER. MAINTAIN EROSION CONTROL MEASURES UNTIL SUCH A TIME AS THE ENGINEER DETERMINES

THE MEASURE IS NO LONGER NECESSARY.

CONTRACTOR SHALL MAINTAIN ACCESS TO ALL DRIVEWAYS AT ALL TIMES.

TRAFFIC CONTROL DEVICES SHALL BE ADJUSTED TO FIT FIELD CONDITIONS AS DIRECTED BY THE ENGINEER.

DO NOT DRIVE OR STORE EQUIPMENT, OR STORE CONSTRUCTION MATERIALS IN ENVIRONMENTALLY SENSITIVE

AREAS, WETLANDS OR WATERWAYS.

SAWCUT SLURRY AND CHIPPING DEBRIS SHALL BE COLLECTED AND NOT ALLOWED TO FLOW OR FALL INTO THE WATER AND/OR WETLANDS. THE CONTRACTOR SHALL PROVIDE SUCH PLAN AT 14 DAYS PRIOR TO

CONSTRUCTION FOR COUNTY, ENGINEER AND DNR REVIEW.DESIGN PROJECT MANAGER

PHONE:

EMAIL:

JOSH WEISS

CORRE INC.

6510 GRAND TETON PLAZA, SUITE 314

MADISON, WI 53719

608-826-6140

JWEISS@CORREINC.COM

WISCONSIN DNR LIAISON

PHONE:

EMAIL:

CRAIG WEBSTER

WISCONSIN DEPARTMENT OF NATURAL RESOURCES

141 NW BARSTOW ST, RM 180

WAUKESHA, WI 53188

262-574-2141

CRAIG.WEBSTER@WISCONSIN.GOV

WALWORTH COUNTY

PHONE:

EMAIL:

MR. JOSEPH KROLL

WALWORTH COUNTY PUBLIC WORKS DEPARTMENT

W4097 COUNTY ROAD NN

ELKHORN, WI 53121

262-741-3441

JKROLL@WALWORTH.WI.US

WISDOT/CADDS SHEET 42

EHWY: COUNTY:

C:\OD\ONEDRIVE - CORRE, INC\A PO13_2024_BRIDGE_REHAB\500_CADD\501_C3D_20XX\PROJECT ID (NO DASHES)\SHEETS\020101-GN.DWGFILE NAME : 5/16/2025 9:20 AMPLOT DATE : PLOT BY : JOSH WEISS, PE

PROJECT NO:

PLOT NAME :

SHEET

PLOT SCALE : 1" = 1'

26-059 VARIOUS WALWORTH GENERAL NOTES

LAYOUT NAME - 01

EAST DECK EDGE CONCRETE SURFACE REPAIR AREA

WEST DECK EDGE CONCRETE SURFACE REPAIR AREA

SOUTH ABUTMENT UNDERMINING REPAIR AREA

(EAST END)

SOUTHWEST ABUTMENT CORNER

CONCRETE SURF ACE REPAIR AREA

EXISTING ABUTMENT

BEAM SEAT

BACK OF--��--r-----;:�-;----------i REPAIR EXISTING RIPRAP

ABUT. WHERE SETTLED AND VOIDS

EXIST WITH RIPRAP MEDIUM TYP.

4 KEY NEW RIPRAP INTO EXISTING

L s, '°'°"' SLOPE

• r, ·ro �lf EXISTING RIPRAP

SECTION THROUGH SOUTH ABUTMENT

(SLOPE REPAIR DETAIL)

TOTAL ESllMATED QUANllllES B-64-155

ITEM NUMBER BID ITEM UNIT

203.0335 DEBRIS CONTAINMENT OVER WATERWAY 8--64-155 EACH

509.1500 CONCRETE SURFACE REPAIR SF

606.0200 RIPRAP MEDIUM CY

FILE NAME: C:\OD\OneDrlve - CORRE, Inc\01 Project Llnks\2025 B-64-XXX Walworth County\500_CACD\502_Structures\B-64-155\B-64-155_010 Detalls.dgn

COUNTY PROJECT NUMBER

26-059

LEGEND

LJ DENOTES APPROXIMATE CONCRETE SURFACE REPAIR AREA.

NORTH PIER CONCRETE

SURF ACE REPAIR AREA

1/4"x2¾" (MIN.) STAINLESS STEEL, HEX HEAD CONCRETE SCREWS SPACED !l 1'-0" EMBED t½" MIN. AND MAINTAIN 2" COVER

TO EXPOSED FACES OF CONCRETE

CONCRETE SURFACE REPAIR

TOP OF EXIST.

DECK

EXISTING #4 BAR

DEFINE WITH ½" SAWCUT

....,"-+----.--¾" V-GROOVE

DECK EDGE DETAIL

SOUTH

PIER2 SUPER UNDISTRIBUTED

ABUTMENT

PLOT DATE: 511612025 10:06:38 AM

SCOPE OF WORK B-64-155

I. REMOVE LOOSE AND DELAMINA TED CONCRETE FROM DECK

OVERHANGS AND REPAIR.

2. REPAIR CONCRETE SURF ACE AT SOUTHWEST DECK HAUNCH

AREA.

3. REPAIR CONCRETE SURF ACE AT NORTH PIER AT WEST END

VOID.

CONCRETE REPAIR NOTES

ALL CONCRETE REMOVAL SHALL BE DEFINED BY A 1/2-INCH DEEP

SAW CUT, UNLESS SPECIFIED OTHERWISE.

BAR STEEL REINFORCEMENT SHALL BE EMBEDDED 2" CLEAR

UNLESS OTHERWISE SHOWN OR NOTED.

BEVEL EXPOSED EDGES OF CONCRETE ¾" UNLESS OTHERWISE

NOTED.

UNDER THE CONCRETE SURFACE REPAIR ITEM, REMOVE THOSE

PORTIONS OF CONCRETE THAT THE PLANS SHOWN, AND THE FIELD

ENGINEER DIRECTS, AND REPLACE THOSE PORTIONS WITH CONCRETE.

TAKE NECESSARY PRECAUTIONS WHILE REMOVING DETERIORATED

CONCRETE TO PRESERVE EXISTING REINFORCING STEEL. CLEAN,

REALIGN, AND RETIE EXISTING REINFORCING STEEL, AS THE

ENGINEER CONSIDERS NECESSARY.

REMOVE CONCRETE TO SOUND CONCRETE OR TO ONE INCH BEHIND

THE EXISTING REINFORCING STEEL, WHICHEVER DEPTH IS GREATER,

AT LOCATIONS THE PLANS SHOW OR AS THE FIELD ENGINEER

DIRECTS. NOTIFY THE DESIGN ENGINEER IF SOUND CONCRETE IS NOT

ENCOUNTERED WITHIN 1'-0" FROM THE SURF ACE OF THE EXISTING

CONCRETE.

CLEAN THE SURF ACES AGAINST WHICH PLACING THE NEW

CONCRETE TO REMOVE LOOSE PARTICLES AND DUST, AND KEEP

CONTINUOUSLY WET FOR A PERIOD OF 2 HOURS BEFORE PLACING

NEW CONCRETE.

LIMITS OF REPAIR HEIGHTS MIGHT VARY AT NORTH PIER DUE TO

WATER ELEVATION AT THE TIME OF CONSTRUCTION. OPTIMAL TIME

TO PERFORM REPAIRS IS AT LOW WATER ELEVATION.

LOCATIONS MARKED OUT FOR CONCRETE SURFACE REPAIR ARE

APPROXIMATE. FULL EXTENTS OF CONCRETE SURFACE REPAIR WILL

BE DETERMINED BY ENGINEER IN FIELD.

1/4" STAINLESS SCREWS INCIDENTAL TO "CONCRETE SURFACE

REPAIR".

f----+---+--------+------1 8

NO. DATE REVISION BY

TOTALS

C □RRE:

41�� STRUCTURE 8-64-ffiS

CTH H OVER NIPPERSINK CREEK

COUNTY TOWN/CIT''/VILLAGE

WALWORTH BLOOMFIELD

DESIGN SPEC.

REHABILITATION N/ A

DESIGNED DESIGN DRAWN PLANS

BY WB CK'D. ETP BY TKB CK'D. ETP

GENERAL

DETAILS

SHEET # OF #

PLOT SCALE : 1: 2

WEST DECK EDGE CONCRETE SURFACE REPAIR AREA

SOUTHWEST DECK CORNER

SURF ACE REPAIR AREA

NORTH ABUTMENT GIRDER 3

SURF ACE REPAIR AREA

TOTAL ESTIMATED QUANTITIES 8-64-156

EAST DECK EDGE CONCRETE SURFACE REPAIR AREA

1/ 4 "x2¾" (MIN.) STAINLESS STEEL, HEX HEAD CONCRETE SCREWS SPACED !l 1'-0"

EMBED 11/2" MIN. AND MAINTAIN 2" COVER

TO EXPOSED FACES OF CONCRETE

CONCRETE SURF ACE REPAIR

TOP OF EXIST.

DECK

EXISTING #4 BAR

DEFINE WITH ½" SAWCUT

-3 '---a' �-+-¾11 V-GROOVE

DECK EDGE DETAIL

COUNTY PROJECT NUMBER

26-059

LEGEND

LJ DENOTES APPROXIMATE CONCRETE SURFACE REPAIR AREA.

SCOPE OF WORK B-64-156

!. REMOVE LOOSE AND DELAMINA TED CONCRETE FROM DECK

OVERHANGS AND REPAIR.

2. REPAIR CONCRETE SURF ACE AT SOUTHWEST DECK CORNER

AREA.

3. REPAIR CONCRETE SURFACE AT NORTH ABUTMENT GIRDER 3

BEAM SEAT AREA.

CONCRETE REPAIR NOTES

ALL CONCRETE REMOVAL SHALL BE DEFINED BY A ½-INCH DEEP

SAW CUT, UNLESS SPECIFIED OTHERWISE.

BAR STEEL REINFORCEMENT SHALL BE EMBEDDED 2" CLEAR

UNLESS OTHERWISE SHOWN OR NOTED.

BEVEL EXPOSED EDGES OF CONCRETE 3/4" UNLESS OTHERWISE

NOTED.

UNDER THE CONCRETE SURF ACE REPAIR ITEM, REMOVE THOSE

PORTIONS OF CONCRETE THAT THE PLANS SHOWN, AND THE FIELD

ENGINEER DIRECTS, AND REPLACE THOSE PORTIONS WITH CONCRETE.

TAKE NECESSARY PRECAUTIONS WHILE REMOVING DETERIORATED

CONCRETE TO PRESERVE EXISTING REINFORCING STEEL. CLEAN,

REALIGN, AND RETIE EXISTING REINFORCING STEEL, AS THE

ENGINEER CONSIDERS NECESSARY.

REMOVE CONCRETE TO SOUND CONCRETE OR TO ONE INCH BEHIND

THE EXISTING REINFORCING STEEL, WHICHEVER DEPTH IS GREATER,

AT LOCATIONS THE PLANS SHOW OR AS THE FIELD ENGINEER

DIRECTS. NOTIFY THE DESIGN ENGINEER IF SOUND CONCRETE IS NOT

ENCOUNTERED WITHIN 1'-0" FROM THE SURF ACE OF THE EXISTING

CONCRETE.

CLEAN THE SURF ACES AGAINST WHICH PLACING THE NEW

CONCRETE TO REMOVE LOOSE PARTICLES AND DUST, AND KEEP

CONTINUOUSLY WET FOR A PERIOD OF 2 HOURS BEFORE PLACING

NEW CONCRETE.

LOCATIONS MARKED OUT FOR CONCRETE SURFACE REPAIR ARE

APPROXIMATE. FULL EXTENTS OF CONCRETE SURFACE REPAIR WILL

BE DETERMINED BY ENGINEER IN FIELD.

1/4" STAINLESS SCREWS INCIDENTAL TO "CONCRETE SURFACE

REPAIR".

f----+----+--------+------1 8

NO. DATE REVISION BY

C □RRE:

41�� STRUCTURE 8-64-ffiG

CTH H OVER WEST BRANCH NIPPERSINK CREEK

ITEM NUMBER BID ITEM UNIT

SOUTH NORTH

ABUTMENT ABUTMENT

SUPER UNDISTRIBUTED TOTALS

COUNTY TOWN/CIT''/VILLAGE

WALWORTH BLOOMFIELD

203_0335 DEBRIS CONTAINMENT OVER WATERWAY B-64-156 EACH

509_ 1500 CONCRETE SURFACE REPAIR SF

FILE NAME: C:\OD\OneDrlve - CORRE, Inc\01 Project Llnks\2025 B-64-XXX Walworth County\500_CAOD\502_Structures\B-64-156\B-64-156_010 Detalls.dgn

PLOT DATE: 511612025 10:06:41 AM

DESIGN SPEC.

REHABILITATION N/ A

DESIGNED DESIGN DRAWN PLANS

BY WB CK'D- ETP BY TKB CK'D_ ETP

GENERAL

DETAILS

SHEET # OF #

PLOT SCALE : 1: 2

Sheets and Views

010101-TI

File details come from the government source that posted it. Updated May 18, 2026.