CTH_CV_-_Manholes_and_Valve_Boxes.pdf

3 MB Posted

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

About this file

Written by GovTribe AI ·

This is a project design document and bid package for utility improvements on County Highway CV in the Village of Windsor, Wisconsin, prepared by TC Engineers. The project involves the installation and adjustment of sanitary sewer and water main infrastructure along a corridor extending approximately 1.5 miles, with associated manhole and valve box adjustments throughout the route. The project includes 29 sanitary sewer manholes and 55 valve boxes requiring adjustment across multiple sheets and stations, along with new water main installation, storm sewer connections, and force main construction. The design documents consist of 25 detailed sheets including plan and profile views at various station intervals, standard construction details for water mains, sanitary sewer systems, directional drilling, force mains, and street improvements with storm sewer details. The project is identified as a re-bid for 2025 utility improvements and includes multiple alternate bid options designated as Alternative Bid 1, Alternative Bid 2, and Alternative Bid 3, with some work segments identified as base bid components and others as alternative work. Temporary benchmarks and elevation data are provided throughout the documents to support construction layout and verification.

The contract documents reference the Village of Windsor as the project owner and identify TC Engineers as the design professional. Specific construction details indicate reinforced concrete pipe structures, including an 88-foot culvert pipe and a 62-foot aluminum box structure, along with various manhole and valve adjustments at precise station locations with offset measurements provided in feet from the centerline. The documents note that contractors must verify existing lateral locations before construction begins and must call the Wisconsin Diggers Hotline at least three work days before excavation per Wisconsin Statute 182.0175(1974). Additional requirements include coordination with dye testing for specific laterals and contractor responsibility for confirming underground facility locations prior to commencing work.

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Other files

File Type Posted
HMA_Pavement-_County_Projects_(2026)_(Addendum_#3_Revision).pdf PDF
26012-HMA_Pavement-_County_Projects_Attachment_updated_260223.xlsx XLSX spreadsheet
CV03-CV04-69232-2300-pln_BID-updated2.pdf PDF
CTH_CV_-_Manholes_and_Valve_Boxes.pdf PDF
County_Highway_G_Plan.pdf PDF
HMA_Pavement-_County_Projects_(2026).pdf PDF
26012-HMA_Pavement-_County_Projects_-_Attachment_A.xlsx XLSX spreadsheet
County_Highway_G_Plan.pdf PDF

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R oa d M ad is on , W

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RE-BID

2025 UTILITY IMPROVEMENTS

CTH CV

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2026 Sanitary Manhole and Valve Box Adjustments

- Indicates Manhole Rim to be Adjusted

- Indicates Valve Box to be Adjusted

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NEW ITEMS:

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EXISTING ITEMS:

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NEW SANITARY SEWER

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NEW STORM SEWER

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EXISTING STORM SEWER

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UNDERGROUND CATV.

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UNDERGROUND TELE.

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UNDERGROUND ELEC.

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EXISTING SANITARY SEWER

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EXISTING WATER MAIN

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CATV. PED.

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STUMP

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(RELATIVE SIZE SHOWN)

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EVERGREEN

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ELEC. PED.

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DECID. TREE

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TELE. PED.

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IRON PIPE

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IP

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IRON ROD

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IR

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GAS VALVE

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SIGN

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HYDRANT

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HYDRANT

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NEW WATER MAIN

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MANHOLE

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OVERHEAD

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PROPERTY LINE

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EXISTING GAS

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ENDWALL

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ENDWALL

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WATER VALVE

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CURB STOP

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CURB INLET

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GAS WARNING

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WATER VALVE

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CURB STOP

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POWER POLE

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LIGHT POLE

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CURB INLET

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STREET SIGN

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EXISTING FENCE LINE

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SAWCUT

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SANITARY VALVE

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PULL BOX

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MONITORING WELL

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CLEANOUT

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LAMP POST

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FLAG POLE

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WELL

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MAILBOX

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SANITARY MANHOLE

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STORM MANHOLE

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TRACER WIRE

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SQUARE INLET

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CIRCULAR INLET

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SHRUB OR HEDGE

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CALL DIGGERS HOTLINE 1-800-242-8511 TOLL FREE

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AutoCAD SHX Text WIS. STATUTE 182.0175 (1974) REQUIRES MIN. OF 3 WORK DAYS NOTICE BEFORE YOU EXCAVATE.

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NOTES: 1.) EXISTING FEATURES AND LABELS ARE SHOWN WITH SCREENED, LIGHTER LINES.

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LEGEND

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PROJECT NO.:

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DRAWING FILE:

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DATE:

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DRAWN BY:

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CHECKED BY:

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REV. DATE:

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SHEET

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REVISIONS

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BY

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DATE

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NO SCALE

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PROJECT LOCATION

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SHEET INDEX

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SHEET NO.

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SHEET DESCRIPTION

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SANITARY SEWER AND WATER MAIN

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PLAN & PROFILE - CTH CV STATION 1+00 TO STATION 7+00

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EROSION CONTROL PLAN AND GENERAL NOTES

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EROSION CONTROL - STANDARD CONSTRUCTION DETAILS

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WIN 46

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WIN 46 DETAILS.DWG

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PLAN & PROFILE - CTH CV STATION 6+60 TO STATION 12+60

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PLAN & PROFILE - CTH CV STATION 12+20 TO STATION 18+20

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PLAN & PROFILE - CTH CV STATION 17+80 TO STATION 23+80

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PLAN & PROFILE - CTH CV STATION 23+40 TO STATION 29+40

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PLAN & PROFILE - CTH CV STATION 29+00 TO STATION 35+00

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PLAN & PROFILE - CTH CV STATION 34+60 TO STATION 40+60

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PLAN & PROFILE - CTH CV STATION 40+20 TO STATION 46+20

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PLAN & PROFILE - CTH CV STATION 45+80 TO STATION 51+80

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PLAN & PROFILE - CTH CV STATION 51+40 TO STATION 57+40

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PLAN & PROFILE - CTH CV STATION 57+00 TO STATION 63+00

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PLAN & PROFILE - CTH CV STATION 62+60 TO STATION 68+60

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PLAN & PROFILE - CTH CV STATION 68+20 TO STATION 74+20

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PLAN & PROFILE - CTH CV STATION 73+80 TO STATION 79+80

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WATER MAIN - STANDARD CONSTRUCTION DETAILS

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SANITARY SEWER AND DIRECTIONAL DRILL - STANDARD CONSTRUCTION DETAILS

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PLAN & PROFILE - CTH CV STATION 79+40 TO STATION 85+40

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FORCE MAIN - STANDARD CONSTRUCTION DETAILS

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PLAN - LAKE CIRCLE STATION 600+00 TO STATION 606+00

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DETOUR PLAN

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STREET IMPROVEMENTS AND STORM SEWER - STANDARD CONSTRUCTION DETAILS

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PLAN & PROFILE - CTH CV STATION 85+00 TO STATION 91+00

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PLAN & PROFILE - CTH CV STATION 90+60 TO STATION 96+60

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CTH CV - Manhole and Valve Box Adjustments

F.R.B. 12/21/2025

Offset Offset

Sheet # Sanitary Valve Station Left Right

Manhole Box (ft.) (ft.)

3 1 3+73.2 22.3

1 5+64.5 20.7

1 5+74.3 13.8

1 5+79.4 10.5

1 5+84.3 30.6

1 5+84.4 13.8

4 1 7+57.2 20.4

1 8+61.7 14.1

1 8+66.7 11.0

1 8+73.9 19.9

5 1 14+38.6 26.0

1 14+44.7 13.9

1 14+49.8 11.0

1 14+54.7 14.1

1 17+15.2 22.5

6 1 19+73.7 14.2

1 19+78.7 40.4

1 19+83.7 13.9

1 20+03.5 22.6

1 22+29.6 17.0

1 22+24.0 13.9

1 22+39.8 17.0

1 22+73.2 21.9

1 23+17.3 19.6

7 1 26+36.9 21.8

8 1 29+86.9 26.5

1 32+09.8 29.3

9 1 35+18.4 16.0

1 38+33.6 17.6

10 1 42+70.1 25.8

1 43+87.6 16.0

1 43+92.6 13.1

11 1 47+31.6 12.1

1 47+36.5 10.0

1 47+39.5 38.9

1 47+59.6 18.0

1 47+64.6 12.9

1 49+65.4 9.9

1 49+70.3 13.1

12 1 53+62.8 18.2

1 54+42.7 13.1

1 54+47.9 15.9

1 54+52.8 13.0

1 57.12.9 12.8

Offset Offset

Sheet # Sanitary Valve Station Left Right

Manhole Box (ft.) (ft.)

13 1 57+96.6 13.0

1 58+01.7 10.0

1 58+06.8 42.1

1 58+07.5 13.0

1 58+21.3 17.6

1 60+73.6 15.9

1 62+43.6 16.0

1 62+62.3 13.0

1 62+67.3 18.0

1 62+72.3 13.0

1 62+77.1 16.7

14 1 64+55.6 13.0

1 64+60.6 10.0

1 65+04.6 17.1

1 65+35.1 18.0

1 65+37.2 13.0

15 - - - - -

16 1 76+57.5 14.5

1 76+89.2 12.8

1 77+01.4 17.0

1 78+49.5 15.2

17 1 83+80.1 16.0

18 1 86+96.2 12.6

1 87+10.3 10.6

1 87+19.1 15.7

1 87+21.9 2.0

1 90+42.2 17.1

1 90+57.8 11.4

19 1 93+80.1 35.1

1 93+89.2 12.3

20 1 94+25.0 25.3

1 96+50.0 22.8

1 100+41.8 26.6

21 1 103+57.0 22.3

1 103+65.8 24.1

22 - - - - -

23 1 133+96.2 17.7

1 137+46.8 20.2

24 1 140+96.2 21.5

1 144+64.6 21.6

1 146+93.7 21.5

1 149+69.6 22.8

25 - - - - -

TOTAL 29 55

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LAKE CIRCLE

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COUNTY HIGHWAY CV

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SHEETS 3 & 4

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STH 19

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TEMPORARY BENCHMARK TABLE

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TBM

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ELEV.

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DESCRIPTION

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AutoCAD SHX Text 873.45

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12" REBAR W/CAP IN GRASS ISLAND OF KWIK TRIP GAS STATION

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PK NAIL AT FRONT OF WALK IN DRIVE OF WINDSOR TRUCK TANK WASH

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SHEETS 3 & 20

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NOTE: LAKE CIRCLE WATERMAIN IS ONLY SERVICED FROM CTH CV.

AutoCAD SHX Text Station 1+00 To Station 7+00

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12" REBAR W/CAP IN GRASS ISLAND OF KWIK TRIP GAS STATION

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PK NAIL AT FRONT OF WALK IN DRIVE OF WINDSOR TRUCK TANK WASH

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PK NAIL AT FRONT OF WALK IN DRIVE OF WINDSOR TRUCK TANK WASH

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12" REBAR SET NEAR WEST R.O.W. IN W. QUAD. OF DURAFORM LANE

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DURAFORM LANE

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12" REBAR SET NEAR WEST R.O.W. OF DURAFORM LANE

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PK NAIL NAIL SET 6" OFF EDGE OF PAVEMENT OF DRIVEWAY FOR #6470

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NW TAG BOLT ON HYDRANT IN NE QUAD. OF DURAFORM LANE AND CTH CV

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NOTE: KENWORTH DRIVE WATERMAIN IS ONLY FED FROM CTH CV.

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ALT BID 1

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RR SPIKE SET IN W. SIDE OF PP #BA6000/29 NEAR SOUTH DR. FOR #6476

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PK NAIL NAIL SET 6" OFF EDGE OF PAVEMENT OF DRIVEWAY FOR #6470

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AutoCAD SHX Text N.R.B.

AutoCAD SHX Text 2-24-25

AutoCAD SHX Text

WIN 46 SHEETS 3-9.DWG

AutoCAD SHX Text N

AutoCAD SHX Text

PROJECT NO.:

AutoCAD SHX Text

DRAWING FILE:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

REVISIONS:

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

SHEET:

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

VERTICAL

AutoCAD SHX Text

HORIZONTAL

AutoCAD SHX Text

AutoCAD SHX Text

EE

E

30+00 31+00 32+00 33+00 34+00

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AutoCAD SHX Text

CEDAR LANE

AutoCAD SHX Text

COUNTY HIGHWAY CV

AutoCAD SHX Text

MATCH LINE

AutoCAD SHX Text

SHEETS 8 & 9

AutoCAD SHX Text

TW

AutoCAD SHX Text

TW

AutoCAD SHX Text

TW

AutoCAD SHX Text

MATCH LINE

AutoCAD SHX Text

SHEETS 7 & 8

AutoCAD SHX Text

TEMPORARY BENCHMARK TABLE

AutoCAD SHX Text

TBM

AutoCAD SHX Text

ELEV.

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

AutoCAD SHX Text 880.88

AutoCAD SHX Text

RR SPIKE SET IN W. SIDE OF PP #BA6000/29 NEAR SOUTH DR. FOR #6476

AutoCAD SHX Text

AutoCAD SHX Text 880.13

AutoCAD SHX Text

PK NAIL NAIL SET OFF C/L MEDIAN FOR CEDAR LANE

AutoCAD SHX Text

CS

AutoCAD SHX Text

CS

AutoCAD SHX Text

CS

AutoCAD SHX Text

CS

AutoCAD SHX Text

CS

AutoCAD SHX Text

CS

AutoCAD SHX Text NOTE: SEWER AND WATER LATERALS ARE SHOWN AT APPROXIMATE LOCATIONS ONLY. CONTRACTOR TO VERIFY LOCATION OF EXISTING LATERALS BEFORE CONSTRUCTING NEW UTILITIES.

AutoCAD SHX Text

CS

AutoCAD SHX Text Station 29+00 To Station 35+00

AutoCAD SHX Text Village of Windsor, Wisconsin

AutoCAD SHX Text

WIN 46

AutoCAD SHX Text N.J.D.

AutoCAD SHX Text N.R.B.

AutoCAD SHX Text 2-24-25

AutoCAD SHX Text

WIN 46 SHEETS 3-9.DWG

AutoCAD SHX Text N

AutoCAD SHX Text

PROJECT NO.:

AutoCAD SHX Text

DRAWING FILE:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

REVISIONS:

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

SHEET:

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

VERTICAL

AutoCAD SHX Text

HORIZONTAL

AutoCAD SHX Text

AutoCAD SHX Text

Franklin Brey Oval

35+00 36+00 37+00 38+00 39+00 40+00

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AutoCAD SHX Text

COUNTY HIGHWAY CV

AutoCAD SHX Text

MATCH LINE

AutoCAD SHX Text

SHEETS 8 & 9

AutoCAD SHX Text

LAKE WINDSOR

AutoCAD SHX Text

TW

AutoCAD SHX Text

TW

AutoCAD SHX Text

TW

AutoCAD SHX Text

MATCH LINE

AutoCAD SHX Text

SHEETS 9 & 10

AutoCAD SHX Text

TEMPORARY BENCHMARK TABLE

AutoCAD SHX Text

TBM

AutoCAD SHX Text

ELEV.

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

AutoCAD SHX Text 879.88

AutoCAD SHX Text

CHISELED "X" IN SW. WINGWALL OF STRUCTURE OVER WINDSOR LAKE

AutoCAD SHX Text

AutoCAD SHX Text 880.13

AutoCAD SHX Text

PK NAIL NAIL SET OFF C/L MEDIAN FOR CEDAR LANE

AutoCAD SHX Text

CS

AutoCAD SHX Text

CS

AutoCAD SHX Text

CS

AutoCAD SHX Text NOTE: SEWER AND WATER LATERALS ARE SHOWN AT APPROXIMATE LOCATIONS ONLY. CONTRACTOR TO VERIFY LOCATION OF EXISTING LATERALS BEFORE CONSTRUCTING NEW UTILITIES.

AutoCAD SHX Text

ALT BID 3

AutoCAD SHX Text

ALT BID 1

AutoCAD SHX Text Station 34+60 To Station 40+60

AutoCAD SHX Text Village of Windsor, Wisconsin

AutoCAD SHX Text

WIN 46

AutoCAD SHX Text N.J.D.

AutoCAD SHX Text N.R.B.

AutoCAD SHX Text 2-24-25

AutoCAD SHX Text

WIN 46 SHEETS 3-9.DWG

AutoCAD SHX Text N

AutoCAD SHX Text

PROJECT NO.:

AutoCAD SHX Text

DRAWING FILE:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

REVISIONS:

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

SHEET:

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

VERTICAL

AutoCAD SHX Text

HORIZONTAL

AutoCAD SHX Text

AutoCAD SHX Text nbubolz Ellipse

Franklin Brey Oval

EE

41+00 42+00 43+00 44+00 45+00 46+00

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AutoCAD SHX Text

COUNTY HIGHWAY CV

AutoCAD SHX Text

LAKE WINDSOR

AutoCAD SHX Text

LAKE WINDSOR

AutoCAD SHX Text

MATCH LINE

AutoCAD SHX Text

SHEETS 10 & 11

AutoCAD SHX Text

CS

AutoCAD SHX Text

TW

AutoCAD SHX Text

TW

AutoCAD SHX Text

MATCH LINE

AutoCAD SHX Text

SHEETS 9 & 10

AutoCAD SHX Text

TEMPORARY BENCHMARK TABLE

AutoCAD SHX Text

TBM

AutoCAD SHX Text

ELEV.

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

AutoCAD SHX Text 879.88

AutoCAD SHX Text

CHISELED "X" IN SW. WINGWALL OF STRUCTURE OVER WINDSOR LAKE

AutoCAD SHX Text

AutoCAD SHX Text 890.58

AutoCAD SHX Text

PK NAIL NAIL SET OFF C/L MEDIAN FOR PINE CREST LANE

AutoCAD SHX Text NOTE: SEWER AND WATER LATERALS ARE SHOWN AT APPROXIMATE LOCATIONS ONLY. CONTRACTOR TO VERIFY LOCATION OF EXISTING LATERALS BEFORE CONSTRUCTING NEW UTILITIES.

AutoCAD SHX Text

CS

AutoCAD SHX Text

BASE BID

AutoCAD SHX Text

ALT BID 3

AutoCAD SHX Text Station 40+20 To Station 46+20

AutoCAD SHX Text Village of Windsor, Wisconsin

AutoCAD SHX Text

WIN 46

AutoCAD SHX Text N.J.D.

AutoCAD SHX Text N.R.B.

AutoCAD SHX Text 2-24-25

AutoCAD SHX Text

WIN 46 SHEETS 10-17.DWG

AutoCAD SHX Text N

AutoCAD SHX Text

PROJECT NO.:

AutoCAD SHX Text

DRAWING FILE:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

REVISIONS:

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

SHEET:

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

VERTICAL

AutoCAD SHX Text

HORIZONTAL

AutoCAD SHX Text

AutoCAD SHX Text nbubolz Engineer New Water Meter MH Location

Franklin Brey Oval

Franklin Brey Rectangle

46+00 47+00 48+00 49+00 50+00 51+00

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AutoCAD SHX Text

PINE CREST LANE

AutoCAD SHX Text

COUNTY HIGHWAY CV

AutoCAD SHX Text

MATCH LINE

AutoCAD SHX Text

SHEETS 10 & 11

AutoCAD SHX Text

MATCH LINE

AutoCAD SHX Text

SHEETS 11 & 12

AutoCAD SHX Text

CS

AutoCAD SHX Text

TW

AutoCAD SHX Text

TW

AutoCAD SHX Text

CS

AutoCAD SHX Text

TEMPORARY BENCHMARK TABLE

AutoCAD SHX Text

TBM

AutoCAD SHX Text

ELEV.

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

AutoCAD SHX Text 879.88

AutoCAD SHX Text

CHISELED "X" IN SW. WINGWALL OF STRUCTURE OVER WINDSOR LAKE

AutoCAD SHX Text

AutoCAD SHX Text 890.58

AutoCAD SHX Text

PK NAIL NAIL SET OFF C/L MEDIAN FOR PINE CREST LANE

AutoCAD SHX Text NOTE: SEWER AND WATER LATERALS ARE SHOWN AT APPROXIMATE LOCATIONS ONLY. CONTRACTOR TO VERIFY LOCATION OF EXISTING LATERALS BEFORE CONSTRUCTING NEW UTILITIES.

AutoCAD SHX Text

CS

AutoCAD SHX Text

TW

AutoCAD SHX Text Station 45+80 To Station 51+80

AutoCAD SHX Text Village of Windsor, Wisconsin

AutoCAD SHX Text

WIN 46

AutoCAD SHX Text N.J.D.

AutoCAD SHX Text N.R.B.

AutoCAD SHX Text 2-24-25

AutoCAD SHX Text

WIN 46 SHEETS 10-17.DWG

AutoCAD SHX Text N

AutoCAD SHX Text

PROJECT NO.:

AutoCAD SHX Text

DRAWING FILE:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

REVISIONS:

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

SHEET:

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

VERTICAL

AutoCAD SHX Text

HORIZONTAL

AutoCAD SHX Text

AutoCAD SHX Text

Franklin Brey Rectangle

Franklin Brey Rectangle

Franklin Brey Rectangle

Franklin Brey Rectangle

Franklin Brey Rectangle

Franklin Brey Rectangle

52+00 53+00 54+00 55+00 56+00 57+00

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AutoCAD SHX Text

CS

AutoCAD SHX Text

CS

AutoCAD SHX Text

COUNTY HIGHWAY CV

AutoCAD SHX Text

MATCH LINE

AutoCAD SHX Text

SHEETS 11 & 12

AutoCAD SHX Text

MATCH LINE

AutoCAD SHX Text

SHEETS 12 & 13

AutoCAD SHX Text

CS

AutoCAD SHX Text

CS

AutoCAD SHX Text

TEMPORARY BENCHMARK TABLE

AutoCAD SHX Text

TBM

AutoCAD SHX Text

ELEV.

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

AutoCAD SHX Text 901.62

AutoCAD SHX Text

RR SPIKE SET IN E. SIDE OF PP #9-10-31.2 52/52 NEAR NW. CORNER HSE #6603

AutoCAD SHX Text

AutoCAD SHX Text 892.22

AutoCAD SHX Text

1/2" REBAR W/ CAP JUST S. OF DRIVEWAY FOR #6592

AutoCAD SHX Text NOTE: SEWER AND WATER LATERALS ARE SHOWN AT APPROXIMATE LOCATIONS ONLY. CONTRACTOR TO VERIFY LOCATION OF EXISTING LATERALS BEFORE CONSTRUCTING NEW UTILITIES.

AutoCAD SHX Text

CS

AutoCAD SHX Text Station 51+40 To Station 57+40

AutoCAD SHX Text Village of Windsor, Wisconsin

AutoCAD SHX Text

WIN 46

AutoCAD SHX Text N.J.D.

AutoCAD SHX Text N.R.B.

AutoCAD SHX Text 2-24-25

AutoCAD SHX Text

WIN 46 SHEETS 10-17.DWG

AutoCAD SHX Text N

AutoCAD SHX Text

PROJECT NO.:

AutoCAD SHX Text

DRAWING FILE:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

REVISIONS:

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

SHEET:

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

VERTICAL

AutoCAD SHX Text

HORIZONTAL

AutoCAD SHX Text

AutoCAD SHX Text

Franklin Brey Rectangle

Franklin Brey Rectangle

Franklin Brey Rectangle

Franklin Brey Rectangle

58+00 59+00 60+00 61+00 62+00

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AutoCAD SHX Text

IR

AutoCAD SHX Text

MAPLE LANE

AutoCAD SHX Text

COUNTY HIGHWAY CV

AutoCAD SHX Text

MATCH LINE

AutoCAD SHX Text

SHEETS 12 & 13

AutoCAD SHX Text

WINDSOR COMMONS AVENUE

AutoCAD SHX Text

MATCH LINE

AutoCAD SHX Text

SHEETS 13 & 14

AutoCAD SHX Text

TEMPORARY BENCHMARK TABLE

AutoCAD SHX Text

TBM

AutoCAD SHX Text

ELEV.

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

AutoCAD SHX Text 891.65

AutoCAD SHX Text

SW. TAG BOLT ON FH IN NW. QUAD. OF PINE CREST AND CTH. CV

AutoCAD SHX Text

AutoCAD SHX Text 887.73

AutoCAD SHX Text

1/2" REBAR W/ CAP SET IN YARD OF BLDG. #6662

AutoCAD SHX Text NOTE: SEWER AND WATER LATERALS ARE SHOWN AT APPROXIMATE LOCATIONS ONLY. CONTRACTOR TO VERIFY LOCATION OF EXISTING LATERALS BEFORE CONSTRUCTING NEW UTILITIES.

AutoCAD SHX Text

CS

AutoCAD SHX Text

CS

AutoCAD SHX Text

CS

AutoCAD SHX Text

CS

AutoCAD SHX Text Station 57+00 To Station 63+00

AutoCAD SHX Text Village of Windsor, Wisconsin

AutoCAD SHX Text

WIN 46

AutoCAD SHX Text N.J.D.

AutoCAD SHX Text N.R.B.

AutoCAD SHX Text 2-24-25

AutoCAD SHX Text

WIN 46 SHEETS 10-17.DWG

AutoCAD SHX Text N

AutoCAD SHX Text

PROJECT NO.:

AutoCAD SHX Text

DRAWING FILE:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

REVISIONS:

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

SHEET:

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

VERTICAL

AutoCAD SHX Text

HORIZONTAL

AutoCAD SHX Text

AutoCAD SHX Text

Franklin Brey Oval

Franklin Brey Rectangle

Franklin Brey Rectangle

Franklin Brey Rectangle

Franklin Brey Rectangle

Franklin Brey Rectangle

Franklin Brey Rectangle

Franklin Brey Rectangle

Franklin Brey Rectangle

Franklin Brey Oval

63+00 64+00 65+00 66+00 67+00 68+00

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AutoCAD SHX Text

IR

AutoCAD SHX Text

GOLF DRIVE

AutoCAD SHX Text

COUNTY HIGHWAY CV

AutoCAD SHX Text

WINDSOR COMMONS AVENUE

AutoCAD SHX Text

MATCH LINE

AutoCAD SHX Text

SHEETS 13 & 14

AutoCAD SHX Text

MATCH LINE

AutoCAD SHX Text

SHEETS 14 & 15

AutoCAD SHX Text

TEMPORARY BENCHMARK TABLE

AutoCAD SHX Text

TBM

AutoCAD SHX Text

ELEV.

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

AutoCAD SHX Text 891.65

AutoCAD SHX Text

SW. TAG BOLT ON FH IN NW. QUAD. OF PINE CREST AND CTH. CV

AutoCAD SHX Text

AutoCAD SHX Text 887.73

AutoCAD SHX Text

1/2" REBAR W/ CAP SET IN YARD OF BLDG. #6662

AutoCAD SHX Text NOTE: SEWER AND WATER LATERALS ARE SHOWN AT APPROXIMATE LOCATIONS ONLY. CONTRACTOR TO VERIFY LOCATION OF EXISTING LATERALS BEFORE CONSTRUCTING NEW UTILITIES.

AutoCAD SHX Text

TW

AutoCAD SHX Text

CS

AutoCAD SHX Text

CS

AutoCAD SHX Text

CS

AutoCAD SHX Text Station 62+60 To Station 68+60

AutoCAD SHX Text Village of Windsor, Wisconsin

AutoCAD SHX Text

WIN 46

AutoCAD SHX Text N.J.D.

AutoCAD SHX Text N.R.B.

AutoCAD SHX Text 2-24-25

AutoCAD SHX Text

WIN 46 SHEETS 10-17.DWG

AutoCAD SHX Text N

AutoCAD SHX Text

PROJECT NO.:

AutoCAD SHX Text

DRAWING FILE:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

REVISIONS:

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

SHEET:

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

VERTICAL

AutoCAD SHX Text

HORIZONTAL

AutoCAD SHX Text

AutoCAD SHX Text

Franklin Brey Rectangle

Franklin Brey Oval

Franklin Brey Rectangle

Franklin Brey Rectangle

69+00 70+00 71+00 72+00 73+00 74+00

P

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AutoCAD SHX Text

COUNTY HIGHWAY CV

AutoCAD SHX Text

MATCH LINE

AutoCAD SHX Text

SHEETS 15 & 16

AutoCAD SHX Text

MATCH LINE

AutoCAD SHX Text

SHEETS 14 & 15

AutoCAD SHX Text

TEMPORARY BENCHMARK TABLE

AutoCAD SHX Text

TBM

AutoCAD SHX Text

ELEV.

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

AutoCAD SHX Text 891.65

AutoCAD SHX Text

SW. TAG BOLT ON FH ACROSS FROM HSE. #6712 (NEAR COURTLAND CT.)

AutoCAD SHX Text

AutoCAD SHX Text 887.73

AutoCAD SHX Text

1/2" REBAR W/ CAP SET IN YARD OF BLDG. #6662

AutoCAD SHX Text NOTE: SEWER AND WATER LATERALS ARE SHOWN AT APPROXIMATE LOCATIONS ONLY. CONTRACTOR TO VERIFY LOCATION OF EXISTING LATERALS BEFORE CONSTRUCTING NEW UTILITIES.

AutoCAD SHX Text

NOTE: NO UTILITY WORK ON THIS SHEET. THIS SHEET INCLUDED FOR CONSISTENCY ONLY.

AutoCAD SHX Text Station 68+20 To Station 74+20

AutoCAD SHX Text Village of Windsor, Wisconsin

AutoCAD SHX Text

WIN 46

AutoCAD SHX Text N.J.D.

AutoCAD SHX Text N.R.B.

AutoCAD SHX Text 2-24-25

AutoCAD SHX Text

WIN 46 SHEETS 10-17.DWG

AutoCAD SHX Text N

AutoCAD SHX Text

PROJECT NO.:

AutoCAD SHX Text

DRAWING FILE:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

REVISIONS:

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

SHEET:

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

VERTICAL

AutoCAD SHX Text

HORIZONTAL

AutoCAD SHX Text

AutoCAD SHX Text

74+00 75+00 76+00 77+00 78+00 79+00

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AutoCAD SHX Text

CS

AutoCAD SHX Text

CS

AutoCAD SHX Text

IP

AutoCAD SHX Text

COUNTY HIGHWAY CV

AutoCAD SHX Text

MATCH LINE

AutoCAD SHX Text

SHEETS 16 & 17

AutoCAD SHX Text

MATCH LINE

AutoCAD SHX Text

SHEETS 15 & 16

AutoCAD SHX Text

TEMPORARY BENCHMARK TABLE

AutoCAD SHX Text

TBM

AutoCAD SHX Text

ELEV.

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

AutoCAD SHX Text 891.65

AutoCAD SHX Text

SW. TAG BOLT ON FH ACROSS FROM HSE. #6712 (NEAR COURTLAND CT.)

AutoCAD SHX Text

AutoCAD SHX Text 892.22

AutoCAD SHX Text

PK NAIL SET IN MIDDLE OF SIDEWALK NE. QUAD. OF WINDSOR RD. AND CTH CV

AutoCAD SHX Text NOTE: SEWER AND WATER LATERALS ARE SHOWN AT APPROXIMATE LOCATIONS ONLY. CONTRACTOR TO VERIFY LOCATION OF EXISTING LATERALS BEFORE CONSTRUCTING NEW UTILITIES.

AutoCAD SHX Text

TW

AutoCAD SHX Text

TW

AutoCAD SHX Text

TW

AutoCAD SHX Text

TW

AutoCAD SHX Text Station 73+80 To Station 79+80

AutoCAD SHX Text Village of Windsor, Wisconsin

AutoCAD SHX Text

WIN 46

AutoCAD SHX Text N.J.D.

AutoCAD SHX Text N.R.B.

AutoCAD SHX Text 2-24-25

AutoCAD SHX Text

WIN 46 SHEETS 10-17.DWG

AutoCAD SHX Text N

AutoCAD SHX Text

PROJECT NO.:

AutoCAD SHX Text

DRAWING FILE:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

REVISIONS:

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

SHEET:

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

VERTICAL

AutoCAD SHX Text

HORIZONTAL

AutoCAD SHX Text

AutoCAD SHX Text

Franklin Brey Oval

Franklin Brey Rectangle

Franklin Brey Oval

80+00 81+00 82+00 83+00 84+00 85+00

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6264 Nesbitt Road Madison, WI 53719 (608) 273-3350 w w w .tc en gi ne er s.

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AutoCAD SHX Text

CS

AutoCAD SHX Text

IR

AutoCAD SHX Text

WINDSOR ROAD

AutoCAD SHX Text

MATCH LINE

AutoCAD SHX Text

SHEETS 16 & 17

AutoCAD SHX Text

COUNTY HIGHWAY CV

AutoCAD SHX Text

FIRST STREET

AutoCAD SHX Text

TEMPORARY BENCHMARK TABLE

AutoCAD SHX Text

TBM

AutoCAD SHX Text

ELEV.

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

AutoCAD SHX Text 891.65

AutoCAD SHX Text

SW. TAG BOLT ON FH ACROSS FROM HSE. #6712 (NEAR COURTLAND CT.)

AutoCAD SHX Text

AutoCAD SHX Text 892.22

AutoCAD SHX Text

PK NAIL SET IN MIDDLE OF SIDEWALK NE. QUAD. OF WINDSOR RD. AND CTH CV

AutoCAD SHX Text NOTE: SEWER AND WATER LATERALS ARE SHOWN AT APPROXIMATE LOCATIONS ONLY. CONTRACTOR TO VERIFY LOCATION OF EXISTING LATERALS BEFORE CONSTRUCTING NEW UTILITIES.

AutoCAD SHX Text

TW

AutoCAD SHX Text

TW

AutoCAD SHX Text

TW

AutoCAD SHX Text NOTE: CONTRACTOR TO DYE TEST LATERAL FOR #6736 MONITOR CIRCLE BEFORE CONSTRUCTION COMMENCES.

AutoCAD SHX Text

MATCH LINE

AutoCAD SHX Text

SHEETS 17 & 18

AutoCAD SHX Text

ALT BID 2

AutoCAD SHX Text

BASE BID

AutoCAD SHX Text

CS

AutoCAD SHX Text

CS

AutoCAD SHX Text Station 79+40 To Station 85+40

AutoCAD SHX Text Village of Windsor, Wisconsin

AutoCAD SHX Text

WIN 46

AutoCAD SHX Text N.J.D.

AutoCAD SHX Text N.R.B.

AutoCAD SHX Text 2-24-25

AutoCAD SHX Text

WIN 46 SHEETS 10-17.DWG

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6264 Nesbitt Road Madison, WI 53719 (608) 273-3350 w w w .tc en gi ne er s.

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AutoCAD SHX Text Station 85+00 To Station 91+00

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THIRD STREET

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AutoCAD SHX Text Station 90+60 To Station 96+60

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FO FO FO FO

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

STA 94+58.02 CV

RETAINING WALL

REPLACE AND

INSTALL CURB AND GUTTER

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: 8

8+

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EXISTING R/W (TYP.)

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ST

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OHOHOHOHOH

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STA 95+13.47 CV

STA 98+77.55 CV

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REMOVE EXISTING 48-INCH CMP

EXISTING R/W (TYP.)

CV04 0.347

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

UPSTREAM STA. 98+78.82, 46.05' RT

UPSTREAM PROPOSED ELEV: 888.55

UPSTREAM EXISTING ELEV: 888.55

DOWNSTREAM STA. 98+76.45, 46.92' LT

DOWNSTREAM PROPOSED ELEV: 887.85

DOWNSTREAM EXISTING ELEV: 887.85

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

WISDOT/CADDS SHEET 44

EHWY: COUNTY:

H:\ENGINEER\ACAD-DWG\PROJECT\CTH-CV\2025, CV03-CV04, STH 19 TO VINBURN\SHEETSPLAN\050201-PN.DWGFILE NAME : 6/12/2025 3:57 PMPLOT DATE : PLOT BY : SCHMID, CHARLENE

PROJECT NO:

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SHEET

PLOT SCALE : 1 IN:40 FT

LAYOUT NAME - 08

69232-2300 CTH CV DANE PLAN SHEETS

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EXISTING R/W (TYP.)

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WISDOT/CADDS SHEET 44

EHWY: COUNTY:

H:\ENGINEER\ACAD-DWG\PROJECT\CTH-CV\2025, CV03-CV04, STH 19 TO VINBURN\SHEETSPLAN\050201-PN.DWGFILE NAME : 6/12/2025 3:57 PMPLOT DATE : PLOT BY : SCHMID, CHARLENE

PROJECT NO:

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SHEET

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LAYOUT NAME - 09

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REMOVE EXISTING TWIN 60-INCH CMP STRUCTURE

REMOVE GUARDRAIL

CV04 0.711

STA. 117+94+78

62.0-FEET 11.33' X 7.17' ALUMINUM BOX STRUCTURE

DOWNSTREAM STA. 117+90.51, 30.83' LT

DOWNSTREAM PROPOSED ELEV: 883.03 (EMBEDDED 6-INCHES)

DOWNSTREAM EXISTING ELEV: 883.53

UPSTREAM STA. 117+99.05, 30.83' RT

UPSTREAM PROPOSED ELEV: 883.19 (EMBEDDED 6-INCHES)

UPSTREAM EXISTING ELEV: 883.69

STA 117+94.52 CV

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

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WISDOT/CADDS SHEET 44

EHWY: COUNTY:

H:\ENGINEER\ACAD-DWG\PROJECT\CTH-CV\2025, CV03-CV04, STH 19 TO VINBURN\SHEETSPLAN\050201-PN.DWGFILE NAME : 6/12/2025 3:57 PMPLOT DATE : PLOT BY : SCHMID, CHARLENE

PROJECT NO:

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PLOT SCALE : 1 IN:40 FT

LAYOUT NAME - 10

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WISDOT/CADDS SHEET 44

EHWY: COUNTY:

H:\ENGINEER\ACAD-DWG\PROJECT\CTH-CV\2025, CV03-CV04, STH 19 TO VINBURN\SHEETSPLAN\050201-PN.DWGFILE NAME : 6/12/2025 3:57 PMPLOT DATE : PLOT BY : SCHMID, CHARLENE

PROJECT NO:

PLOT NAME :

SHEET

PLOT SCALE : 1 IN:40 FT

LAYOUT NAME - 11

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EXISTING R/W (TYP.)

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FO

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SAN SAN SAN SAN SAN SAN SAN SAN SAN

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M

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H

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FOFOFOFOFOFOFO

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

FO

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SAN SAN SAN SAN SAN SAN SAN SAN SAN

PI

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O

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S CIR

EXISTING R/W (TYP.)

CV04 1.277

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

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

UPSTREAM STA. 147+89.09, 23.24' LT

UPSTREAM PROPOSED ELEV: 919.94

UPSTREAM EXISTING ELEV: 920.44

DOWNSTREAM STA. 147+89.62, 24.76' RT

DOWNSTREAM PROPOSED ELEV: 918.68

DOWNSTREAM EXISTING ELEV: 918.68

REMOVE EXISTING 24-INCH CMP

STA 147+92.62 CV

CV04 1.277

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

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

UPSTREAM STA. 147+89.09, 23.24' LT

UPSTREAM PROPOSED ELEV: 919.94

UPSTREAM EXISTING ELEV: 920.44

DOWNSTREAM STA. 147+89.62, 24.76' RT

DOWNSTREAM PROPOSED ELEV: 918.68

DOWNSTREAM EXISTING ELEV: 918.68

STA 147+92.58 CV

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

WISDOT/CADDS SHEET 44

EHWY: COUNTY:

H:\ENGINEER\ACAD-DWG\PROJECT\CTH-CV\2025, CV03-CV04, STH 19 TO VINBURN\SHEETSPLAN\050201-PN.DWGFILE NAME : 6/12/2025 3:57 PMPLOT DATE : PLOT BY : SCHMID, CHARLENE

PROJECT NO:

PLOT NAME :

SHEET

PLOT SCALE : 1 IN:40 FT

LAYOUT NAME - 12

W V W V

W V

OH OH OH OH OH OH OH OH

G V

W V W V

W V

G V

GGGGGGGGGGGGG

G

G

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FOFOFOFO

FOFOFO

FOFO

FO

FOFOFO

FO FO FO

FO

FO FO FO FO FO FO FO FO

FOFOFOFOFOFOFOFO

E

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

W V W V

W V

G V

GGGGGGGGGGGGG

G

G

GGGGGGG

FOFOFOFO

FOFOFO

FOFO

FO

FOFOFO

FO FO FO

FO

FO FO FO FO FO FO FO FO

FOFOFOFOFOFOFOFO

E

PI

: 1

+4

2.

PI

: 1

+4

0.

PI

: 1

+0

5.

EXISTING R/W (TYP.)

SH

O

PPIN

G

DRIVEW

AY

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

OH

G V

G V

GGGGGGGG

G

G

GGGGGGGG

E

FOFOFOFOFOFOFOFO

FO FO FO FO FO FO FO

FO

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

G V

GGGGGGGG

G

G

GGGGGGGG

E

FOFOFOFOFOFOFOFO

FO FO FO FO FO FO FO

FO

EP

: 1

+5

6.

PI

: 1

+0

5.

EXISTING R/W (TYP.)

VIN

BU

RN

RD

SH

O

PPIN

G

DRIVEW

AY

+00 156+00 157+00 158+00

END PROJECT

WISDOT/CADDS SHEET 44

EHWY: COUNTY:

H:\ENGINEER\ACAD-DWG\PROJECT\CTH-CV\2025, CV03-CV04, STH 19 TO VINBURN\SHEETSPLAN\050201-PN.DWGFILE NAME : 6/12/2025 3:58 PMPLOT DATE : PLOT BY : SCHMID, CHARLENE

PROJECT NO:

PLOT NAME :

SHEET

PLOT SCALE : 1 IN:40 FT

LAYOUT NAME - 13

Sheets and Views
WIN 46 Details-COVER
WIN 46 SHEETS 3-9-EC
WIN 46 Details-EROSION CONTROL
WIN 46 SHEETS 3-9-3
WIN 46 SHEETS 3-9-4
WIN 46 SHEETS 3-9-5
WIN 46 SHEETS 3-9-6
WIN 46 SHEETS 3-9-7
WIN 46 SHEETS 3-9-8
WIN 46 SHEETS 3-9-9
WIN 46 SHEETS 10-17-10
WIN 46 SHEETS 10-17-11
WIN 46 SHEETS 10-17-12
WIN 46 SHEETS 10-17-13
WIN 46 SHEETS 10-17-14
WIN 46 SHEETS 10-17-15
WIN 46 SHEETS 10-17-16
WIN 46 SHEETS 10-17-17
WIN 46 SHEETS 10-17-18
WIN 46 SHEETS 10-17-19
WIN 46 SHEETS 3-9-20
WIN 46 Details-WATER MAIN
WIN 46 Details-SANITARY SEWER
WIN 46 Details-FORCEMAIN
WIN 46 Details-STREET IMPROVEMENTS
WIN 46 Details-DETOUR
WIN 46 SHEETS 17-19 REISSUE.pdf
Sheets and Views
WIN 46 SHEETS 10-17-17
WIN 46 SHEETS 10-17-18
WIN 46 SHEETS 10-17-19

File details come from the government source that posted it. Updated .