2-25-019-R Plan Set.pdf

PDF 12 MB Posted Oct 9, 2025

Attached to: Bridge Rehabilitations - Rebid
Solicitation number: 25-019-R
Issued by: Winnebago County, Wisconsin

About this file

Written by GovTribe AI · Oct 9, 2025

This is a comprehensive set of engineering design and rehabilitation plans for bridge structures prepared by Corre Engineering for the Walworth County Department of Public Works, covering seven bridge rehabilitation projects (Structures B-64-74, B-64-75, B-64-147, B-64-155, B-64-156, B-64-159, and B-64-438) across multiple locations in Walworth County, Wisconsin. The project involves concrete surface repairs, debris containment, and rehabilitation of bridge deck edges, abutments, piers, and wing walls at various county highway locations including Como Creek, Honey Creek, White River, Nippersink Creek, and Sugar Creek. Each structure has specific repair areas identified with detailed scopes of work, including removing loose and delaminated concrete, repairing concrete surfaces, and addressing structural integrity issues.

The project is identified with the county project number 25-019-R and is designed as a rehabilitation specification with no specific renewal options noted. The total estimated quantities vary by structure, with concrete surface repair areas ranging from approximately 18 to 235 square feet and debris containment tasks for each bridge. The engineering work is being conducted by Corre Engineering, with key contacts including Josh Weiss as the Design Project Manager, Craig Webster from the Wisconsin Department of Natural Resources as the DNR Liaison, and Joseph Kroll from the Walworth County Public Works Department. The planned construction appears to be scheduled for 2025, with detailed design specifications focusing on precise concrete repair techniques, reinforcement preservation, and structural maintenance.

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Other files

File	Type	Posted
1-25-019-R Proposal Book - final.pdf	PDF	Oct 9, 2025
3-25-019-R List of Subcontractors.pdf	PDF	Oct 9, 2025

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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

25-019-R

N/A W

ALW

ORTH

WALWORTH COUNTY

DEPARTMENT OF PUBLIC WORKS

PLAN OF PROPOSED IMPROVEMENT

BRIDGE REHABILITATIONS

25-019

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-64-74

LAT 422950.42

LONG 881958.84

STRUCTURE B-64-75

LAT 424059.52

LONG 881829.17

STRUCTURE B-64-147

LAT 424453.99

LONG 881836.44

STRUCTURE B-64-155

LAT 423019.52

LONG 881955.08

STRUCTURE B-64-156

LAT 423048.65

LONG 882028.63

STRUCTURE B-64-438

LAT 423644.16

LONG 882715.30

STRUCTURE B-64-159

LAT 424341.17

LONG 883112.67

B-64-74, B-64-75, B-64-147, B-64-155, B-64-156, B-64-159, B-64-438

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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PINNOW RD

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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'

25-019 VARIOUS WALWORTH GENERAL NOTES

LAYOUT NAME - 01

PIER SURF ACE REPAIR AREA

<SOUTH ENDl co I

PIER SURF ACE REPAIR AREA

(SOUTH ENDJ

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

TOP OF EXIST.

DECK

EXISTING •4 BAR

DEFINE WITH ½" SAWCUT

-3"------e---_,.__-¾11 V-GR00VE

SOUTH DECK EDGE DETAIL

TOTAL ESTIMATED QUANTITIES B-64-74

COUNTY PROJECT NUMBER

25-019-R

LEGEND

LJ DENOTES APPROXIMATE CONCRETE SURFACE REPAIR AREA.

SCOPE OF WORK B-64-74

I. REMOVE LOOSE AND DELAMINA TED CONCRETE FROM SOUTH

DECK EDGE AND PIER. REPAIR CONCRETE SURF ACE.

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 3/4" UNLESS OTHERWISE

NOTED.

UNDER THE CONCRETE SURFACE REPAIR ITEM, REMOVE THOSE

PORTIONS OF CONCRETE THAT THE PLANS SHOW, 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 B-64-74

CTH B OVER NIPPERSINK CREEK

COUNTY -fBWN-f€tf¥-/VILLAGE

ITEM NUMBER BID ITEM UNIT PIER SUPER. UNDISTRIBUTED TOTALS WALWORTH GENOA CITY

203.0335 DEBRIS CONTAINMENT OVER WATERWAY B-64-74

DECK EDGE REPAIR AREA 509.1500 CONCRETE SURFACE REPAIR

(SOUTH EDGE ONLY)

FILE NAME: C:\OD\OneDrlve - CORRE, Inc\01 Project Llnks\2025 B-64-XXX Walworth County\500_CAOD\502_Structures\B-64-074\B-64-074_010 Detalls.dgn

EACH

20 150

PLOT DATE: 511612025 10:06:29 AM

- - - 1

35 205

DESIGN SPEC.

REHABILITATION N/ A

DESIGNED DESIGN DRAWN PLANS

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

GENERAL

DETAILS

SHEET 1 OF 7

PLOT SCALE : 1: 2

COUNTY PROJECT NUMBER

25-019-R

LEGEND

LJ DENOTES APPROXIMATE CONCRETE SURFACE REPAIR AREA.

NORTHWEST CORNER CONCRETE SURFACE REPAIR AREA

611± r-0

711±

SOUTHEAST CORNER CONCRETE SURFACE REPAIR AREA

TOTAL ESTIMAlED QUANTITIES B-64-75

ITEM NUMBER BID ITEM UNIT

509.1500 CONCRETE SURFACE REPAIR SF

SOUTHWEST CORNER CONCRETE SURFACE REPAIR AREA

FILE NAME: C:\OD\OneDrlve - CORRE, Inc\01 Project Llnks\2025 B-64-XXX Walworth County\500_CAOD\502_Structures\B-64-075\B-64-075_010 Detalls.dgn

WEST

ABUTMENT

EAST

ABUTMENT

UNDISTRIBUTED

g 6

PLOT DATE: 511612025 10:06:32 AM

SCOPE OF WORK B-64-75

1. REMOVE AND REPLACE LOOSE AND DELAMINATED CONCRETE

FROM ABUTMENT CORNERS.

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.

LOCATIONS MARKED OUT FOR CONCRETE SURF ACE REPAIR ARE

APPROXIMATE. FULL EXTENTS OF CONCRETE SURFACE REPAIR WILL

BE DETERMINED BY ENGINEER IN FIELD.

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

NO. DATE REVISION BY

TOTALS

C □RRE:

41��

STRUCTURE B-64-75

CTH JS OVER WHITE RIVER

COUNTY TOWN/CIT''/VILLAGE

WALWORTH SPRING PRAIRIE

DESIGN SPEC.

REHABILITATION N/ A

DESIGNED DESIGN DRAWN PLANS

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

GENERAL

DETAILS

SHEET 2 OF 7

COUNTY PROJECT NUMBER

25-019-1

LEGEND

LJ DENOTES APPROXIMATE CONCRETE SURFACE REPAIR AREA.

NORTH DECK EDGE CONCRETE SURFACE REPAIR AREA

SOUTH DECK EDGE CONCRETE SURFACE REPAIR AREA

SOUTHEAST CORNER CONCRETE SURFACE REPAIR AREA

NORTHEAST WING CONCRETE SURFACE REPAIR AREA

-3 '----s' -i---------1---¾11 V-GR00VE

1/4"x23/4" (MIN.) STAINLESS STEEL, HEX HEAD CONCRETE SCREWS SPACED !l l'-0" EMBED t½" MIN. AND MAINTAIN 2" COVER

TO EXPOSED FACES OF CONCRETE

CONCRETE SURFACE REPAIR

TOP OF EXIST.

DECK

DECK EDGE DETAIL

TOTAL ESTIMAlED QUANTITIES 8-64-147

ITEM NUMBER BID ITEM UNIT

EAST

ABUTMENT

203.0335 DEBRIS CONTAINMENT OVER WATERWAY B-64-147 EACH · · -

509.1500 CONCRETE SURFACE REPAIR SF 6

SUPER.

UNDISTRIBUTED

FILE NAME: C:\00\0neDrlve - CORRE, Inc\01 Project Llnks\2025 B-64-XXX Walworth County\500_CACD\502_Structures\B-64-147\B-64-147_010 Detalls.dgn PLOT DATE: 511612025 10:06:35 AM

SCOPE OF WORK B-64-M7

I. REMOVE LOOSE AND DELAMINA TED CONCRETE FROM ENTIRE

LENGTH OF DECK EDGES. REPAIR DECK EDGES.

2. REPAIR CONCRETE SURFACE AT SOUTHEAST DECK HAUNCH

AREA.

3. REPAIR CONCRETE SURF ACE AT NORTHEAST WING TIP AREA.

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 3/4" 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.

LOCATIONS MARKED OUT FOR CONCRETE SURF ACE 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 B-64-M7

CTH DOVER HONEY CREEK

COUNTY TOWN/CIT''/VILLAGE

WALWORTH SPRING PRAIRIE

DESIGN SPEC.

REHABILITATION N/ A

DESIGNED DESIGN DRAWN PLANS

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

GENERAL

DETAILS

SHEET 3 OF 7

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

25-019-R

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 4 OF 7

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

25-019-R

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 5 OF 7

SOUTHWEST ABUTMENT CORNER

CONCRETE SURF ACE REPAIR AREA

NORTH DECK EDGE CONCRETE SURFACE REPAIR AREA

S401 BAR BUNDLED ONTO EXISTING REBAR

AT LOCATIONS DESIGNATED BY ENGINEER.

LAP ONTO SOUND REBAR A MIN. OF 1'-5"

l/4''x2¾" (MIN.) STAINLESS STEEL, HEX

HEAD CONCRETE SCREWS SPACED 10 1'-0"

EMBED t½" MIN. AND MAINTAIN 2" COVER

TO EXPOSED FACES OF CONCRETE

CONCRETE SURFACE REPAIR

TOP OF EXIST.

DECK

EXISTING #4 BAR

3-"---->--_,__-¾" V-GROOVE

DECK EDGE DETAIL

TOTAL ESTIMATED QUANTITIES 8-64-159

COUNTY PROJECT NUMBER

25-019-R

LEGEND

Q DENOTES APPROXIMATE CONCRETE SURFACE REPAIR AREA.

SCOPE OF WORK 8-64-159

I. REMOVE LOOSE AND DELAMINA TED CONCRETE FROM DECK

OVERHANGS AND REPAIR.

2. REPAIR CONCRETE SURFACE AT SOUTHWEST ABUTMENT

CORNER.

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.

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 B-64-ffi9

ITEM NUMBER BID ITEM UNIT

WEST EAST

SUPER. UNDISTRIBUTED TOTALS

ABUTMENT ABUTMENT

CTH ES OVER SUGAR CREEK

203.0335 DEBRIS CONTAINMENT OVER WATERWAY B-64-159 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-64-159\B-64-159_010 Detalls.dgn

PLOT DATE: 511612025 10:06:44 AM

COUNTY TOWN/CIT''/VILLAGE

WALWORTH LA FAYETTE

DESIGN SPEC.

REHABILITATION N/ A

DESIGNED DESIGN DRAWN PLANS

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

GENERAL

DETAILS

SHEET 5 OF 7

SOUTH END CENTER WALL SOUTH END

(EAST SIDE)

TOTAL ESTIMATED QUANTITIES B-64-438

ITEM NUMBER BID ITEM UNIT

203.0335 DEBRIS CONT/IJNMENT OVER WATERWAY B-64-438 EACH

509.1500 CONCRETE SURFACE REP/IJR SF

SOUTH END

(WEST SIDE)

FILE NAME: C:\OD\OneDrlve - CORRE, Inc\01 Project Llnks\2025 B-64-XXX Walworth County\500_CADD\502_Structures\B-64-438\B-64-438_010 Detalls.dgn

5/24/2024 I 9:13 am

SOUTH END SOUTH END

CENTER WALL W. ABUTMENT

35 20

SOUTH END

DECK EDGE

COUNTY PROJECT NUMBER

25-019-R

LEGEND

Ll DENOTES APPROXIMATE CONCRETE SURFACE REPAIR AREA.

SCOPE OF WORK B-64-438

1. REMOVE LOOSE AND DELAMINA TED CONCRETE FROM PORTIONS

OF TOP OF SOUTH END OF CULVERT. REPAIR THOSE

PORTIONS OF TOP OF CUL VERT END.

2. REPAIR CONCRETE SURF ACE AT SOUTH END OF CENTER

WALL.

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 WEST ABUTMENT DUE

TO WATER ELEVATION AT THE TIME OF CONSTRUCTION. OPTIMAL

TIME TO PERFORM REPAIRS IS AT LOW WATER ELEVATION. REPAIR

TO WATERLINE.

LOCATIONS MARKED OUT FOR CONCRETE SURF ACE REPAIR ARE

APPROXIMATE. FULL EXTENTS OF CONCRETE SURFACE REPAIR WILL

BE DETERMINED BY ENGINEER IN FIELD.

UNDISTRIBUTED TOTALS

- - - 1

19 114 f----+---+--------+------1 8

NO. OATE REVISION BY

C □RRE:

41��

STRUCTURE B-64-438

CTH HOVER COMO CREEK

COUNTY TOWN/CIT''/VILLAGE

WALWORTH GENEVA

DESIGN SPEC.

REHABILITATION N/ A

DESIGNED DESIGN DRAWN PLANS

COUNTY CONT ACT: BY WB CK'D. ETP BY TKB CK'D. ETP

JOE KROLL, PE, PLS <262> 903-0190

CONSULTANT CONTACT:

ERIC PRICE, PE <608> 826-6146

GENERAL

DETAILS

SHEET T OF T

PL OT DATE 511612025 10:06:41 AM PL OT SCALE : 1: 2

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010101-TI

File details come from the government source that posted it. Updated Oct 9, 2025.