326012_Drawings.pdf

PDF 21 MB Posted Mar 23, 2026

Attached to: WALKING IRON TRAIL
Solicitation number: 326012
Issued by: Dane County, Mellen City, Wisconsin

About this file

Written by GovTribe AI · Mar 25, 2026

This is a set of construction drawings for the Walking Iron Trail project in Dane County, Wisconsin, prepared by MSA Professional Services, Inc. The project, identified as State Project 5666-00-79 and RFB No. 326012, involves reconstruction and rehabilitation of timber rail bridges and multi-modal trail work extending approximately 2.964 miles from Cedar Crest Drive to STH 78 in the Town of Mazomanie. The scope includes reconstruction of two existing timber rail bridges (Structures B-13-954 and B-13-955), rehabilitation of five existing timber rail bridges (Structures B-13-956, B-13-957, B-13-958, B-13-959, and B-13-960), resurfacing and expansion of a gravel parking lot, aggregate surface trail work, culvert and underdrain pipe installation, clearing and grubbing, erosion control, restoration, signing, and temporary and permanent traffic control. The project begins at Station 19+30 and ends at Station 174+50, with a total centerline length of 2.964 miles. A mandatory pre-bid conference is scheduled for Monday, April 6, 2026, at 10:00 a.m. at the Trailhead parking lot (DNR Wildlife Area) at 6715 STH 78, Mazomanie, Wisconsin.

The project is federally funded through the Transportation Alternatives Program (TAP) and requires compliance with all applicable Federal requirements and prevailing wage laws under Federal Wage Rates. Work must be performed in coordination with the Dane County Land, Water, and Resources Division (LWRD). The drawings include typical sections detailing trail widths varying from 6 to 21 feet with aggregate base layers, base aggregate dense materials, geotextile fabric Type SAS, limestone screening, and erosion control measures including silt fencing, turtle exclusion fencing, and topsoil and seeding restoration. Stage construction is planned with multiple access points from STH 78, CTH Y, existing driveways, and private landowners, with staging areas utilizing existing trail right-of-way and proposed access routes. The design includes bridge approaches with asphalt pavement, pedestrian barriers at specific locations, accessible parking with detectable warning fields, and comprehensive erosion control specifications addressing construction site stabilization, stormwater management, and post-construction vegetation establishment.

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Other files

File	Type	Posted
WALKING_IRON_TRAIL_(Addendum_#3_Revision).pdf	PDF	Apr 17, 2026
WALKING_IRON_TRAIL_(Addendum_#1_Revision).pdf	PDF	Apr 8, 2026
WALKING_IRON_TRAIL.pdf	PDF	Mar 23, 2026
326012_Project_Manual.pdf	PDF	Mar 23, 2026
326012_Project_Manual.pdf	PDF	Mar 23, 2026
326012_Project_Manual.pdf	PDF	Mar 23, 2026
326012_Drawings.pdf	PDF	Mar 23, 2026
326012_Drawings.pdf	PDF	Mar 23, 2026

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Cr.

Prairie

PRAIRIE

DU SAC

du Sac

COLUMBIA CO.

DANE CO.

SCALE

Madison, Wisconsin

Corrected for

0DANE CO.

Town of Mazomanie

To w n of

R ox bu ry

43° 15'

STATE

COUNTY

LOCAL ROADS

OTHER ROADS

TOTAL FOR COUNTY

County Seat ................................. Baraboo

JAN. 2021

Land Area (2010 Census) ....... 831 sq mi Population (2010 Census)

Sauk City

DEPARTMENT OF TRANSPORTATION

SAUK CO.

W isc on sin

Rive r

Mazomanie Martinsville

Roxbury

Marxsville

MAZOMANIE

ROXBURY

Fish L.

Crystal L.

Lake

Brandenburg

Indian

SAUK CO.

Town of West Point

Town of Prairie Du Sac

Black Earth

Cr.

Halfway Prairie Cr.

Dunlap Cr.

090613 090718

090624

090625090626

STATE PROJECT

FEDERAL PROJECT

PROJECT CONTRACT

PLAN OF PROPOSED IMPROVEMENT

Title

Typical Sections and Details

Estimate of Quantities

Right of Way Plat

Plan and Profile

Standard Detail Drawings

Sign Plates

Structure Plans

Computer Earthwork Data

D.H.V.

ORDER OF SHEETS

STATE 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

PROPOSED OR NEW R/W LINE

CAUTION

WOODED OR SHRUB AREA

MARSH AREA

EXISTING CULVERT

PROPOSED CULVERT

(Box or Pipe)

CULVERT (Profile View)

CONVENTIONAL SYMBOLS

ROCK

(To be noted as such)

SANSANITARY SEWER

STORM SEWER

WATER

COUNTY:

ITH:

PROJECT ID:

PLOT NAME : \\MSA-PS.COM\FS\PROJECT\19\19234\19234007\CADD\19234007\CAD - DANE COUNTY\19234007 TITLE SHEET.DWGFILE NAME : 2/20/2026 12:57 PMPLOT DATE : PLOT BY : ROBERT LEGATZKE

FOFIBER OPTIC

UTILITIESREFERENCE LINE

GRADE LINE

PROFILE

TELEPHONE

SPECIAL DITCH LABELLIMITED HIGHWAY EASEMENT

TOTAL SHEETS =

GRADE ELEVATION 95

PLAN

D.D.

Section No.

A.A.D.T.

DESIGN DESIGNATION

300'EB'

Surveyor

PREPARED BY

Designer

WISDOT Project Manager

Regional Examiner

Regional Supervisor

HORIZONTAL POSITIONS SHOWN ON THIS PLAN ARE WISCONSIN

COORDINATE REFERENCE SYSTEM (WISCRS),

NAD83 ( ), IN U.S. SURVEY FEET. POSITIONS SHOWN ARE GRID

COORDINATES, GRID BEARINGS, AND GRID DISTANCES. GRID DISTANCES

ARE THE SAME AS GROUND DISTANCES.

ELEVATIONS ARE REFERENCED TO NAVD 88 ( ). GPS DERIVED

ELEVATIONS ARE BASED ON GEOID

DANE COUNTY,

PROJECT LOCATION

TRAIL PLANS PREPARED BY

1702 Pankratz St, Madison WI 53704

(715) 384-2133 www.msa-ps.com

BEGIN PROJECT

STA 19+30

END PROJECT

STA 174+50

STRUCTURE B-13-955

STRUCTURE B-13-958

2.964 MI

STRUCTURE B-13-954

STRUCTURE B-13-957

STRUCTURE B-13-956

STRUCTURE PLANS PREPARED BY

5666-00-79

N/A

DANE

DANE COUNTY

NON-HWY

5666-00-79

2 MI

18 MPH (BICYCLE)

T MAZOMANIE, WALKING IRON TRAIL

DANE COUNTY

STRUCTURE B-13-959

STRUCTURE B-13-960

Y=538,549 X=724,842

CEDAR CREST DRIVE TO STH 78

Miscellaneous Quantities 3 Section No.

Cross Sections9Section No.

Erosion Control Plans 2 Section No.

Site Access Plans 2 Section No.

MSA PROFESSIONAL SERVICES, INC.

DELLA KOENIG, PE

FEDERALLY FUNDED

Cr.

DANE CO.To w n of R ox bu ry

Sauk City

Wisconsin Rive r

Roxbury

Dunlap Cr.

Town of Mazomanie

BEGIN PROJECT

STA 19+30

END PROJECT

STA 174+50.00

WISDOT/CADDS SHEET 42

EHWY: COUNTY:

\\MSA-PS.COM\FS\PROJECT\19\19234\19234007\CADD\19234007\CAD - DANE COUNTY\19234007 PROJECT OVERVIEW.DWGFILE NAME : 2/23/2026 4:31 PMPLOT DATE : PLOT BY : ROBERT LEGATZKE

PROJECT NO:

PLOT NAME :

SHEET

PLOT SCALE : 1 IN:0.5 MI

5666-00-79 NON-HWY DANE PROJECT OVERVIEW AND STAGING PLAN

LAYOUT NAME - Project Overview

STRUCTURE B-13-954

STRUCTURE B-13-955

STRUCTURE B-13-956

STRUCTURE B-13-957

STRUCTURE B-13-958

STRUCTURE B-13-959

STRUCTURE B-13-960

WDNR PARKING LOT 2

NOTES:

1. CONTRACTOR MAY USE EXISTING TRAIL R/W AND

PROPOSED ACCESS ROUTES FOR STORAGE AND STAGING.

ALL AREAS MUST BE RESTORED TO EQUAL OR BETTER

CONDITIONS FOLLOWING COMPLETION OF THE PROJECT.

SEE SHEET, STAGE CONSTRUCTION - SITE ACCESS PLAN,

FOR CONSTRUCTION ACCESS DETAILS.

ACCESS FROM HWY 78

ACCESS FROM CTH Y ACCESS FROM FUCHS TRUCKING

(EXISTING DRIVEWAY)

ACCESS FROM PRIVATE LANDOWNER

TEMPORARY CONSTRUCTION

VEHICLE TURN AROUND AREA

NO ACCESS FROM NORTH END OF PROJECT

STAGE 1

STAGE 2

NOT IN CONTRACT

2.5%2.5%

VARIES 3:1/2:1 (TYP.) VARIES 4:1 (TYP.)

5.25'-10'

(VARIES)

5.25'-10'

(VARIES)

10.5'-20'

(VARIES)

VARIES 20' (TYP.)

EXISTING TYPICAL SECTION

STA 19+65 - 59+45

STA 59+60 - 114+78

STA 115+15 - 128+27

STA 128+40 - 139+97

STA 140+23 - 147+45

VARIES 20' (TYP.)

EXISTING BALLAST TOP

STA 147+76 - 150+68

STA 151+10 - 158+09

STA 158+50 - 161+36

STA 165+49 - 174+50

EXISTING GRAVEL SURFACE

TRAIL

2 %2 %

6'-10' (VARIES) 6'-10' (VARIES)VARIES VARIES

VARIESVARIES

EXISTING TYPICAL SECTION - GRAVEL DRIVEWAY

STA 301+69 - STA 307+00

2 %2 %

18-20' (VARIES)

EXISTING TYPICAL SECTION - PARKING LOT

STA 200+50 - 201+92

18-20' (VARIES)

VARIES

EXISTING GRAVEL SURFACE

WISDOT/CADDS SHEET 42

EHWY: COUNTY:

\\MSA-PS.COM\FS\PROJECT\19\19234\19234007\CADD\19234007\CAD - DANE COUNTY\19234007 TYPICAL SECTIONS- DANE CO.DWGFILE NAME : 2/23/2026 4:31 PMPLOT DATE : PLOT BY : ROBERT LEGATZKE

PROJECT NO:

PLOT NAME :

SHEET

PLOT SCALE : NTS

5666-00-79 NON-HWY DANE

LAYOUT NAME - TYPICAL SECTIONS 1

TYPICAL SECTIONS 3

2 %2 %

21'

6" BASE AGGREGATE DENSE 3/4-INCH

6" BASE AGGREGATE DENSE 3-INCH

FINISHED TYPICAL SECTION - GRAVEL DRIVEWAY

STA 301+69 - STA 307+00

6" BASE AGGREGATE DENSE 3/4-INCH

6" BASE AGGREGATE DENSE 3-INCH

FINISHED TYPICAL SECTION - PARKING LOT

STA 200+50 - 201+92

21'

GEOTEXTILE FABRIC TYPE SAS

15' 15'

FINISHED TYPICAL SECTION

STA 19+59 - 58+90

STA 60+16 - 114+78

STA 115+15 - 127+71

STA 128+97 - 139+47

STA 140+74 - 146+96

STA 148+26 - 150+19

STA 151+61 - 157+60

STA 159+01 - 160+86

STA 165+99 - 174+00

2 %

VARIES 1:1 TYP. MAX

7' 7'

6" BASE AGGREGATE DENSE 3-INCH

GEOTEXTILE FABRIC TYPE SAS

4" BASE AGGREGATE DENSE 1 1/4-INCH

EXCESS TOPSOIL, SEED, &

E-MAT - SEE EROSION

CONTROL PLANS FOR

TYPES VARIES

2" LIMESTONE SCREENING

GEOTEXTILE FABRIC TYPE SAS

EXCESS TOPSOIL, SEED,

& E-MAT - SEE EROSION

CONTROL PLANS FOR

TYPES VARIES

EXCESS TOPSOIL, SEED,

& E-MAT - SEE EROSION

CONTROL PLANS FOR

TYPES VARIES

2 %2 %

VARIES 3:1 TYP. MAXVARIES 3:1 TYP. MAX

FINISHED TYPICAL SECTION - BRIDGE APPROACH

7' 7'

EXCESS TOPSOIL, SEED, & E-MAT -

SEE EROSION CONTROL

PLANS FOR TYPES VARIES

EXCESS TOPSOIL, SEED, & E-MAT -

SEE EROSION CONTROL

PLAN FOR TYPES VARIES

STA 140+24 - 140+74

STA 146+96 - 147+44

STA 147+76 - 148+26

STA 150+19 - 150+69

STA 151+11 - 151+61

STA 157+60 - 158+10

STA 158+51 - 159+01

STA 160+86 - 161+36

STA 165+49 - 165+99

STA 174+00 - 174+50

STA 58+90 - 59+40

STA 59+66 - 60+16

STA 127+71 - 128+21

STA 128+47 - 128+97

STA 139+47 - 139+97

USE EXISTING RAILROAD

BALLAST FOR SIDE SLOPES

USE EXISTING RAILROAD

BALLAST FOR SIDE SLOPES

USE EXISTING RAILROAD BALLAST

FOR FILL AS NEEDED. TOPSOIL,

SEED, & EMAT - SEE EROSION

CONTROL PLAN FOR TYPES

FINISHED TYPICAL SECTION - PEDESTRIAN BARRIER

STA 147+76 - 150+68

STA 158+51 - 161+36

STA 156+00 - 158+10

TRAIL

CL TRAIL

2 %

14' TRAIL

VARIES 3:1TYP. MAX

VARIES 3:1

TYP. MAX

EXCESS TOPSOIL, SEED,

& E-MAT - SEE EROSION

CONTROL PLANS FOR

TYPES VARIES

VARIES 3:1TYP. MAX

EXCESS TOPSOIL, SEED,

& E-MAT - SEE EROSION

CONTROL PLANS FOR

TYPES VARIES

VARIES 3:1

TYP. MAX

1.5:1 TYP.

BALLAST

VARIES

1.5:1 TYP.

TRAIL

7' 7'2'

2 %2 %

BALLAST

VARIES2'

4" BASE AGGREGATE DENSE 1 1/4-INCH

6" BASE AGGREGATE DENSE 3-INCH

GEOTEXTILE FABRIC TYPE SAS

2" LIMESTONE SCREENING

USE EXISTING RAILROAD

BALLAST FOR SIDE SLOPES

PEDESTRIAN

BARRIER, SEE DETAIL

14' TRAIL

4" BASE AGGREGATE DENSE 1 1/4-INCH

6" BASE AGGREGATE DENSE 3-INCH

GEOTEXTILE FABRIC TYPE SAS

4" 4LT 58-28 HMA PAVEMENT

2 %2 %

6" BASE AGGREGATE DENSE 3/4-INCH

6" BASE AGGREGATE DENSE 3-INCH

FINISHED TYPICAL SECTION - GRAVEL DRIVEWAY & ADJACENT SNOWMOBILE TRAIL

STA 303+92 - STA 306+63

GEOTEXTILE FABRIC TYPE SAS

10' 10'

EXCESS TOPSOIL, SEED,

& E-MAT - SEE EROSION

CONTROL PLANS FOR

TYPES VARIES

EXCESS TOPSOIL, SEED,

& E-MAT - SEE EROSION

CONTROL PLANS FOR

TYPES VARIES

USE EXISTING RAILROAD BALLAST

FOR FILL AS NEEDED. TOPSOIL,

SEED, & EMAT - SEE EROSION

CONTROL PLAN FOR TYPES

VARIES 3:1TYP. MAXVARIES 3:1

TYP. MAX

12' SNOWMOBILE ACCESS

USE EXISTING RAILROAD BALLAST

FOR FILL AS NEEDED. TOPSOIL,

SEED, & EMAT - SEE EROSION

CONTROL PLAN FOR TYPES

VARIES 6:1 TYP.

BALLAST - SEE EROSION

CONTROL PLAN

VARIES

SIDE SLOPES AND SHAPE

VARY. SEE CROSS

SECTION SHEETS.

VARIES 6:1 TYP.

VARIES 1:1 TYP. MAX

EXCESS TOPSOIL, SEED, &

E-MAT - SEE EROSION

CONTROL PLANS FOR

TYPES VARIES

BALLAST - SEE EROSION

CONTROL PLAN

VARIES

1' 1'

2 - 4 % (TYP.)

WISDOT/CADDS SHEET 42

EHWY: COUNTY:

\\MSA-PS.COM\FS\PROJECT\19\19234\19234007\CADD\19234007\CAD - DANE COUNTY\19234007 TYPICAL SECTIONS- DANE CO.DWGFILE NAME : 2/23/2026 4:31 PMPLOT DATE : PLOT BY : ROBERT LEGATZKE

PROJECT NO:

PLOT NAME :

SHEET

PLOT SCALE : NTS

5666-00-79 NON-HWY DANE ###

LAYOUT NAME - TYPICAL SECTIONS 2

TYPICAL SECTION - TEMPORARY CONSTRUCTION TURNAROUND

STA 173+50 - 174+50

GEOTEXTILE FABRIC TYPE R

(SEE SPECIAL PROVISIONS)

TEMPORARY BUILDUP

FOR TURN AROUND

52' DIAMETER TURNAROUND

14'± EXISTING

RAILROAD

TRAIL

24" TEMPORARY CULVERT PIPE

TYPICAL SECTION - TEMPORARY CAUSEWAY

STA 43+44 - 43+64

12' (MIN)

TEMPORARY

BALLAST BUILDUP

GEOTEXTILE FABRIC TYPE R

(SEE SPECIAL PROVISIONS)

SECTION VIEW

TEMPORARY

BALLAST BUILDUP

EDGE OF

ROADWAY

STH 78

GEOTEXTILE FABRIC TYPE R

(SEE SPECIAL PROVISIONS)

24" TEMPORARY CULVERT PIPEPROFILE VIEW

12' TYP.

SWAMP MAT

GEOTEXTILE FABRIC TYPE R

(SEE SPECIAL PROVISIONS)

TYPICAL SECTION - CONSTRUCTION ACCESS

STA 43+50 - 155+25

B-13-960 STRUCTURE BYPASS

EXISTING BALLAST

3:1 TYP.3:1 TYP.

APPROX. 52' CAUSEWAY14' TYPICAL TRAIL SECTION

WISDOT/CADDS SHEET 42

EHWY: COUNTY:

\\MSA-PS.COM\FS\PROJECT\19\19234\19234007\CADD\19234007\CAD - DANE COUNTY\19234007 TYPICAL SECTIONS- DANE CO.DWGFILE NAME : 2/23/2026 4:32 PMPLOT DATE : PLOT BY : ROBERT LEGATZKE

PROJECT NO:

PLOT NAME :

SHEET

PLOT SCALE : NTS

5666-00-79 NON-HWY DANE

LAYOUT NAME - TYPICAL SECTIONS 3

TYPICAL SECTIONS 5

1.5:1 TYP.

EXISTING GROUND

2X6 FACE BOARD

2X8 RAIL BOARD

2X6 RAIL BOARD

FILL OR IN-SITU SOIL EXISTING GROUND

4X4 POST4X4 POST

2X8 RAIL

ATTACH WITH (3) #10 X 3" WOOD SCREW

2X6 RAIL

ATTACH WITH (2) #10 X 3" WOOD SCREW

2X6 RAIL

ATTACH WITH (3) #10 X 3" WOOD SCREW

2X6 RAIL BOARD

FILL OR IN-SITU

SOIL

4' -6

1'-0"

10°

1'-0"

3" 4"

4'-0" OC

PEDESTRIAN BARRIER INSTALLATION DETAIL

STA 147+76 - 150+68

STA 158+51 - 161+36

STA 156+00 - 158+10

4" 4"

USE EXISTING RAILROAD BALLAST FOR SIDE SLOPES

4' M

. P

E M

NOTE: FENCE TIMBER 4.5-FT SHALL BE CANTILEVERED AT ENDS

ADJACENT TO THE BRIDGE CORNERS. PROVIDE A 3" GAP BETWEEN

THE ENDS OF THE FENCE AND THE ENDS OF THE BRIDGE.

ASPHALT BRIDGE APPROACH TRANSITION DETAIL

BASE AGGREGATE, SEE

TYPICAL SECTIONS

LIMESTONE SCREENING

ASPHALTIC SURFACE

GEOGRID TYPE SR

EXCAVATION BELOW SUBGRADE DETAIL

BUTT JOINT

COMPACTED SUBGRADE

4' M

. P

E M

CULVERT CROSSING DETAIL

12"

CULVERT PIPE, SEE PLANS

COMPACTED

GRANULAR BACKFILL

SALVAGED RAILROAD BALLAST

1:1 SL

OPE

12"

BASE AGGREGATE DENSE 3-INCH

TRAIL/PARKING LOT SECTION

MAINTAIN GEOTEXTILE TYPE

SAS THROUGH EBS AREAS

3:1 SLOPE

TYPICAL TRAIL/DRIVEWAY PROFILE

GEOTEXTILE FABRIC TYPE SAS

NOTE: EXTEND GEOTEXTILE FABRIC TO OVERLAP GEOTEXTILE TYPE

DF SCHEDULE A AT STRUCTURE ABUTMENTS. SEE STRUCTURAL

PLANS FOR DETAILS. USE MANUFACTURER'S RECOMMENDATION

FOR MINIMUM OVERLAP REQUIREMENTS.

TYPICAL TRAIL

PRO

FILE

WISDOT/CADDS SHEET 42

EHWY: COUNTY:

\\MSA-PS.COM\FS\PROJECT\19\19234\19234007\CADD\19234007\CAD - DANE COUNTY\19234007 TYPICAL SECTIONS- DANE CO.DWGFILE NAME : 2/23/2026 4:32 PMPLOT DATE : PLOT BY : ROBERT LEGATZKE

PROJECT NO:

PLOT NAME :

SHEET

PLOT SCALE : NTS

5666-00-79 NON-HWY DANE

LAYOUT NAME - TRAIL DETAILS

TYPICAL DETAILS 6

TYPICAL DETAILS

WISDOT/CADDS SHEET 42

EHWY: COUNTY:

\\MSA-PS.COM\FS\PROJECT\19\19234\19234007\CADD\19234007\CAD - DANE COUNTY\19234007 EROSION CONTROL DETAILS - DANE CO.DWGFILE NAME : 2/23/2026 4:32 PMPLOT DATE : PLOT BY : ROBERT LEGATZKE

PROJECT NO:

PLOT NAME :

SHEET

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

5666-00-79 NON HWY DANE

LAYOUT NAME - TYPICAL DETAILS

BASE AGGREGATE

DENSE 1 1/4-INCH

SUITABLE COMPACTED SUBGRADE

(SEE SPECIFICATIONS)

CONCRETE PAVEMENT

VARIES - SEE PLANS

5" 6"

SLOPE VARIES

MAX. 2% CROSS SLOPE

GENERAL NOTES

DETECTABLE WARNING FIELDS THAT ARE INSTALLED AS A GROUP OR SIDE BY SIDE, SHALL BE FROM THE SAME MANUFACTURER.

PLACE ALL DETECTABLE WARNING FIELD SYSTEMS IN ACCORDANCE TO THE MANUFACTURER'S RECOMMENDATION.

FIELD CUTS AT INTERMEDIATE JOINTS WITHIN THE RADIAL DETECTABLE WARNING FIELD ARE PROHIBITED.

DETERMINE FINAL RADIAL WARNING FIELD CONFIGURATION AND ITS INDIVIDUAL PLATE LOCATIONS. PERFORM PRE-LAYOUT PRIOR TO PLACEMENT IN PLASTIC CONCRETE. FOLLOW MANUFACTURER'S PRODUCT LIST AND INSTALLATION

RECOMMENDATIONS.

REFER TO CONTRACT AND STANDARD SPECIFICATIONS FOR FIELD CUTTING REQUIREMENTS.

DO NOT EMBED IN CONCRETE ANY FIELD-CUT PLATES WITH CUT EDGES SHORTER THAN 6 INCHES. CONSULT WITH

MANUFACTURER FOR RE-DRILLING AND ANCHORING REQUIREMENTS OF FIELD-CUT PLATES.

DETECTABLE WARNING FIELDS (TYPICAL)

PLAN VIEW

TRUNCATED DOMES

DETECTABLE WARNING PATTERN DETAIL

2' -0

VARIES

1"± (TYP)

* THE C DIMENSION IS 50% TO 65% OF

THE D DIMENSION.

MIN. MAX.

A 1.6" 2.4" B 0.65" 1.5" C * * D -0.9" 1.4"

ELEVATION VIEW

PLAN VIEW

A B

RAMP

DETECTABLE WARNING FIELDS DETAIL

NO SCALE

5" CONCRETE PAVEMENT DETAIL

NO SCALE

RESERVED

PARKING

THIS SPACE

VEHICLES WITH

VET OR DIS PLATES OR

STATE DISABLED CARD

VAN

ACCESSIBLE

14 GAUGE 1 3/4" SQUARE

SIGN POST BY TELESPAR

SIGNAGE - PROVIDE IN ACCORDANCE WITH

WISCONSIN ADMINISTRATIVE CODE TRANS

200,007 AND WDOT SPEC SECTION 637,

TYPE II SIGN WITH SHEET ALUMINUM BASE.

5' -0

" M

R7-8V, NOT REQUIRED AT ALL LOCATIONS,

SEE WISCONSIN ADMINISTRATION CODE

R7-8A

2" 3'

-0 " M

4" M

-6 " M

1'-0"

MIN.

FINISHED GRADE

14 GAUGE 2" SQUARE ANCHOR

POST BY TELESPAR

SUBGRADE

NOTES:

1. IF THE POST IS CONSTRUCTED IN A PAVED AREA, CORE A HOLE 1 INCH

LARGER THAN THE POST. PRIOR TO DRIVING, BACKFILL THE VOID WITH

CEMENT GROUT OR ASPHALT PAVING MATERIAL.

2. INSTALL SIGNS USING THE TELESPAR SINGLE BREAKAWAY ANCHOR

METHOD. SEE SITE PLAN FOR SIGN LOCATIONS.

ACCESSIBLE PARKING SIGN DETAIL

NO SCALE

INTENTIONALLY LEFT BLANK INTENTIONALLY LEFT BLANK

EHWY: COUNTY:

\\MSA-PS.COM\FS\PROJECT\19\19234\19234007\CADD\19234007\CAD - DANE COUNTY\19234007 EROSION CONTROL DETAILS - DANE CO.DWGFILE NAME : 2/23/2026 4:32 PMPLOT DATE : PLOT BY : ROBERT LEGATZKE

PROJECT NO:

PLOT NAME :

SHEET

PLOT SCALE : 1"=20'

5666-00-79 NON HWY DANE

LAYOUT NAME - 021001-cd

CONSTRUCTION SITE

EROSION CONTROL REQUIREMENTS

1. SECTION NR216.46 OF WISCONSIN STATE ADMINISTRATIVE CODE IDENTIFIES REQUIREMENTS

FOR CONSTRUCTION SITE AND POST-CONSTRUCTION EROSION CONTROL. IT IS THE INTENT

OF THESE PLANS TO SATISFY THESE REQUIREMENTS. THE METHODS AND STRUCTURES USED

TO CONTROL EROSION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR

SHALL IMPLEMENT AN APPROPRIATE MEANS OF CONTROLLING EROSION DURING SITE OPERATION

AND UNTIL THE VEGETATION IS RE-ESTABLISHED. ADJUSTMENTS TO THE CONTROL SYSTEM

SHALL BE MADE AS REQUIRED.

2. ALL WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE WISCONSIN DNR'S

CONSERVATION PRACTICE STANDARDS. THESE STANDARDS ARE PERIODICALLY UPDATED AND

IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN AND REFERENCE THE MOST RECENTLY

RELEASED STANDARD.

3. THIS INFORMATION IS ONLY ONE PART OF THE OVERALL EROSION CONTROL REQUIREMENTS.

ADDITIONAL REQUIREMENTS MAY ALSO BE SHOWN ON THE CONTRACT DRAWINGS AND IN THE

ACCOMPANYING SPECIFICATIONS.

4. ADDITIONAL EROSION CONTROL MEASURES, AS REQUESTED IN WRITING BY THE STATE OR

LOCAL INSPECTORS, OR THE OWNER'S ENGINEER, SHALL BE INSTALLED WITHIN 24 HOURS.

5. THE AREA OF EROSIVE LAND EXPOSED TO THE ELEMENTS BY GRUBBING, EXCAVATION,

TRENCHING, BORROW AND FILL OPERATIONS AT ANY ONE TIME SHALL BE MINIMIZED

TO THE MAXIMUM EXTENT PRACTICABLE. FOR ANY DISTURBED AREA THAT REMAINS

INACTIVE FOR GREATER THAN 7 WORKING DAYS, OR WHERE GRADING WORK EXTENDS

BEYOND THE PERMANENT SEEDING DEADLINES, THE SITE MUST BE TREATED WITH TEMPORARY

STABILIZATION MEASURES SUCH AS SOIL TREATMENT, TEMPORARY SEEDING AND/OR MULCHING.

ALL DISTURBED AREAS SHALL BE TREATED WITH PERMANENT STABILIZATION MEASURES WITHIN

3 WORKING DAYS OF FINAL GRADING.

6. ALL EROSION CONTROL MEASURES AND STRUCTURES SERVING THE SITE MUST BE INSPECTED

AT LEAST WEEKLY OR WITHIN 24 HOURS OF THE TIME 0.5 INCHES OF RAIN HAS OCCURRED.

ALL NECESSARY REPAIR AND MAINTENANCE WILL BE DONE AT THIS INSPECTION TIME.

7. ALL EROSION CONTROL DEVICES AND/OR STRUCTURES SHALL BE PROPERLY INSTALLED PRIOR

TO CLEARING AND GRUBBING OPERATIONS WITHIN THEIR RESPECTIVE DRAINAGE AREAS.

THESE SHALL BE PROPERLY MAINTAINED FOR MAXIMUM EFFECTIVENESS UNTIL VEGETATION

IS RE-ESTABLISHED.

8. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY INSTALLED PRIOR TO ANY SOIL DISTURBANCE.

9. ANY SLOPES STEEPER THAN 3H:1V SHALL BE STAKED WITH EROSION CONTROL FABRIC UNLESS

INDICATED ON THE PLAN.

10. ALL WASTE AND UNUSED BUILDING MATERIALS (INCLUDING GARBAGE, DEBRIS, CLEANING WASTES, WASTEWATER, TOXIC MATERIALS, OR HAZARDOUS MATERIALS) SHALL BE PROPERLY DISPOSED OF

AND NOT ALLOWED TO BE CARRIED OFF-SITE BY RUNOFF OR WIND.

11. WIND EROSION SHALL BE KEPT TO A MINIMUM DURING CONSTRUCTION. WATERING, MULCH, OR A TACKING AGENT MAY BE REQUIRED TO PROTECT NEARBY RESIDENCES AND WATER RESOURCES.

12. CHANNELIZED RUNOFF ENTERING THE PROJECT SITE FROM ADJOINING LANDS SHALL BE

DIVERTED THROUGH NATURALLY OR ARTIFICIALLY EROSION-RESISTANT CONVEYANCES. IF

CHANNELIZED RUNOFF CANNOT BE DIVERTED, SITE BEST MANAGEMENT PRACTICES MUST ACCOUNT

FOR THE ADDITIONAL FLOW RATES AND EROSION POTENTIAL THAT SUCH RUNOFF PRESENTS.

13. THE CONTRACTOR SHALL TAKE ALL POSSIBLE PRECAUTIONS TO PREVENT SOILS FROM BEING

TRACKED ONTO PUBLIC OR PRIVATE ROADWAYS. PAVED SURFACES ADJACENT TO CONSTRUCTION

SITE VEHICLE ACCESS SHALL BE SWEPT AND/OR SCRAPED (NOT FLUSHED) PERIODICALLY TO

REMOVE SOIL, DIRT, AND/OR DUST.

14. EROSION CONTROLS SHALL BE INSTALLED ON THE DOWNSTREAM SIDE OF TEMPORARY STOCKPILES.

ANY SOIL STOCKPILE THAT REMAINS FOR MORE THAN 7 DAYS SHALL BE COVERED OR TREATED

WITH STABILIZATION PRACTICES SUCH AS TEMPORARY OR PERMANENT SEEDING AND MULCHING.

ALL STOCK PILES SHALL BE PLACED AT LEAST 75 FEET FROM STREAMS OR WETLANDS.

15. ADDITIONAL EROSION CONTROL FOR UTILITY CONSTRUCTION (STORM SEWER, SANITARY SEWER, WATER MAIN, ETC.) SHALL INCLUDE THE FOLLOWING:

a. PLACE EXCAVATED TRENCH MATERIAL ON THE HIGH SIDE OF THE TRENCH.

b. BACKFILL, COMPACT, AND STABILIZE THE TRENCH IMMEDIATELY AFTER PIPE CONSTRUCTION.

c. DISCHARGE OF TRENCH WATER OR DEWATERING EFFLUENT MUST BE PROPERLY TREATED

TO REMOVE SEDIMENT IN ACCORDANCE WITH THE WDNR CONSERVATION PRACTICE

STANDARD 1061 - DEWATERING OR A SUBSEQUENT WDNR DEWATERING STANDARD PRIOR

TO DISCHARGE INTO A STORM SEWER, DITCH, DRAINAGEWAY, OR WETLAND OR LAKE.

16. ALL DRAINAGE CULVERTS, STORM DRAIN INLETS, MANHOLES, OR ANY OTHER EXISTING STRUCTURES THAT COULD BE DAMAGED BY SEDIMENTATION SHALL BE PROTECTED ACCORDING TO THE VARIOUS

METHODS PROVIDED IN THE PRINTED CONSERVATION PRACTICE STANDARDS.

17. ANY SOIL EROSION THAT OCCURS AFTER FINAL GRADING AND/OR STABILIZATION MUST BE

REPAIRED AND THE STABILIZATION WORK REDONE.

18. THE FIRST SIX WEEKS AFTER INITIAL STABILIZATION, ALL NEWLY SEEDED AND MULCHED AREAS SHALL

WATERED WHENEVER 7 DAYS ELAPSE WITHOUT A RAIN EVENT.

19. WHEN THE DISTURBED AREA HAS BEEN STABILIZED BY PERMANENT VEGETATION OR OTHER MEANS, TEMPORARY BMP'S SUCH AS SILT FENCES, STRAW BALES, AND SEDIMENT TRAPS SHALL BE REMOVED

AND THESE AREAS STABILIZED.

20. ALL TEMPORARY BEST MANAGEMENT PRACTICES SHALL BE MAINTAINED UNTIL THE SITE IS STABILIZED.

21. ALL DISTURBED AREAS SHALL BE PERMANENTLY STABILIZED WITH SEED AND MULCH UNLESS

OTHERWISE SPECIFIED. A MINIMUM OF FOUR INCHES OF TOPSOIL SHALL BE APPLIED TO ALL

AREAS TO BE SEEDED OR SODDED.

22. PERMANENT SEEDING NOT TO OCCUR BETWEEN SEPTEMBER 15TH TO NOVEMBER 1ST. END DATE FOR

DORMANT SEED SHALL BE MAY 15TH.

FLOW DIRECTION

(WHEN REQUIRED BY THE ENGINEER)

FLOW DIRECTION

FLOW

NOTE:

ADDITIONAL POST DEPTH OR TIE BACKS MAY

BE REQUIRED IN UNSTABLE SOILS.

* 8'-0" POST SPACING ALLOWED IF A WOVEN

GEOTEXTILE FABRIC IS USED, OR IF THE SILT

FENCE IS FACTORY ASSEMBLED.

ATTACH THE FABRIC TO THE POSTS WITH

WIRE STAPLES OR WOODEN LATH AND NAILS.

GENERAL NOTES

1. TRENCH SHALL BE A MINIMUM OF 4" WIDE & 6" DEEP TO BURY AND ANCHOR THE

GEOTEXTILE FABRIC. FOLD MATERIAL TO FIT TRENCH AND BACKFILL & COMPACT

TRENCH WITH EXCAVATED SOIL.

2. WOOD POSTS SHALL BE A MINIMUM SIZE OF 1 18" x 1 18" OF OAK OR HICKORY.

3. CONSTRUCT SILT FENCE FROM A CONTINUOUS ROLL IF POSSIBLE BY CUTTING

LENGTHS TO AVOID JOINTS. IF A JOINT IS NECESSARY USE ONE OF THE

FOLLOWING TWO METHODS: A) TWIST METHOD -- OVERLAP THE END POSTS AND

TWIST, OR ROTATE, AT LEAST 180 DEGREES, B) HOOK METHOD -- HOOK THE END

OF EACH SILT FENCE LENGTH.

SILT FENCE

TRENCH DETAILSILT FENCE TIE BACK

FLOW DIRECTION

JOINING TWO LENGTHS OF SILT FENCE

FLOW DIRECTION

TWIST METHOD

HOOK METHOD

ANCHOR STAKE

MIN. 18" LONG

TIEBACK BETWEEN

FENCE POST AND ANCHOR

SILT

FENCE

GEOTEXTILE

FABRIC

WOOD POST

GEOTEXTILE

FABRIC

WOOD POST

GEOTEXTILE

FABRIC

WOOD POST

GEOTEXTILE

FABRIC

GEOTEXTILE

FABRIC

WOOD POST

GEOTEXTILE

FABRIC

EXCESS

FABRIC

GEOTEXTILE

FABRIC ONLY

BACKFILL & COMPACT

TRENCH WITH

EXCAVATED SOIL

SUPPORT CORD

GEOTEXTILE

FABRIC

WOOD POSTS

LENGTH 4'-0" MIN.

2'-0" MIN. DEPTH

IN GROUND

EROSION CONTROL DETAILS 8

\\MSA-PS.COM\FS\PROJECT\19\19234\19234007\CADD\19234007\CAD - DANE COUNTY\19234007 EROSION CONTROL DETAILS - DANE CO.DWGFILE NAME : 2/23/2026 4:32 PMPLOT DATE : PLOT BY : ROBERT LEGATZKE

PROJECT NO:

PLOT NAME :

SHEET

PLOT SCALE : 1"=20'

NON HWY DANE

LAYOUT NAME - 021002-cd

5666-00-79

TYPICAL SILT FENCE INSTALLATION AT SITE PERIMETER DETAIL

NO SCALE

PERSPECTIVE VIEW

SECTION

GENERAL NOTES:

FLOW

1. ENDS OF FENCE SHALL BE TURNED UPSLOPE 1 TO 2 FEET IN

ELEVATION TO PREVENT FLANKING.

2. STAPLE FABRIC WITH 1/2 INCH (MINIMUM) STAPLES TO THE

UPSLOPE SIDE OF THE POSTS.

3. WHEN TWO SECTIONS OF FILTER FABRIC ADJOIN EACH OTHER

THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED.

1-1/8 INCH x 1-1/8 INCH

HARDWOOD POSTS OR

EQUIVALENT

2' -0

MINIMUM 8 INCHES OF FABRIC IN A 4 INCH x 6 INCH

TRENCH OR A 6 INCH DEEP V-TRENCH. TRENCH

SHALL BE BACKFILLED AND COMPACTED.

3'-0" C-C (FIELD CONST.)

8'-0" C-C (FACTORY ASSM.)

2' -0

" M

FILTER FABRIC SEE SPECS.

UNDISTURBED GROUND

STONE TRACKING PAD

NO SCALE

UNDISTURBED HARD SURFACE PUBLIC ROAD

50' MIN.

LIMIT OF DISTURBANCE

12' MIN.

12" THICK

*STONE

10' MIN.

NOTES:

1. TRACKING PAD WIDTH SHALL BE AT LEAST THE FULL WIDTH OF HTE EGRESS POINT OR 12' WIDE MINIMUM.

2. TRACKING PAD LENGTH SHALL BE 50' FOR CONSTRUCTION SITES, 30' FOR SINGLE FAMILY RESIDENTIAL, OR AS SPECIFIED IN THE CONTRACT DOCUMENTS. LENGTH OF TRACKING PAD MAY NEED TO BE

INCREASE OR ADDITIONAL SEDIMENT CONTROL PRACTICES SHALL BE INSTALLED BY THE CONTRACTOR

IS SEDIMENT TRACK-OUT OCCURS.

3. GEOTEXTILE FABRIC TYPE R SHALL BE INSTALLED BETWEEN THE STONE AND SUBGRADE ON SITES

WHERE HIGH GROUND WATER IS OBSERVED.

4. CONTRACTOR SHALL CLEAN STREET/ROADWAY ADJACENT TO ALL CONSTRUCTION ACCESS POINTS AT

THE END OF EACH WORKDAY OR MORE FREQUENTLY IF REQUESTED.

SIEVE

SIZE

% PASSING

*TABLE 1 - STONE GRADATION

3" 2 1/2" 1 1/2" 3/4" 3/8"

100% 90 - 100% 25 - 60% 0 - 20% 0 - 5%

2'-5" 12"

1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED.

2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH WITH APPROXIMATELY 12" (30cm) OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH.

ANCHOR THE BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30 CM) PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" (30 CM) APART ACROSS

THE WIDTH OF THE BLANKET.

3. ROLL THE BLANKETS (A) DOWN OR (B) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN

GUIDE.

4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2"-5" (5 CM-12.5 CM) OVERLAP

DEPENDING ON BLANKET TYPE.

5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 3" (7.5 CM) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30 CM)

APART ACROSS ENTIRE BLANKET WIDTH.

NOTE:

*IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15 CM) MAY BE

NECESSARY TO PROPERLY SECURE THE BLANKETS.

EROSION CONTROL BLANKET DETAIL

NO SCALE

TOPSOIL

SUBSOIL

STRAW MULCH OR EROSION

MAT AS SHOWN IN EROSION

CONTROL PLANS

SPECIFIED SEED MIX AND

FERTILIZER APPLIED AT

SPECIFIED RATE

SCARIFY SUBSOIL TO PROMOTE

ROOT PENETRATION

NOTES:

FOR SALVAGED TOPSOIL, PLANT HERBACEOUS

PLUGS ACCORDING TO PLAN, OR AS DIRECTED

BY ENGINEER.

SEE TYPICAL SECTIONS FOR TOPSOIL DEPTH.

VARIES 4" MIN.

TOPSOIL AND SEEDING DETAIL

NO SCALE

EROSION CONTROL DETAILS

1' MIN BAG WIDTH

6" MIN BAG HEIGHT

1.5' MIN SILT FENCE OVERLAP

MIN 8' OPENING

IN SILT FENCE

2' MIN BAG LENGTH

WATER

SECTION A-ATOP VIEW

ROCK BAGS USED FOR SILT FENCE RELIEF

SILT FENCE

ROCK FILTER BAGS

SILT FENCE

DIRECTION OF FLOW

NOTES:

1. 17 ROCK BAGS MINIMUM PER 8' OPENING.

2. PLACE SILT FENCE RELIEF AT ALL LOW

POINTS. SILT FENCE RELIEF SHALL ALIGN

WITH TURTLE FENCING RELIEF LOCATIONS.

INTENTIONALLY LEFT BLANK

\\MSA-PS.COM\FS\PROJECT\19\19234\19234007\CADD\19234007\CAD - DANE COUNTY\19234007 EROSION CONTROL DETAILS - DANE CO.DWGFILE NAME : 2/23/2026 4:32 PMPLOT DATE : PLOT BY : ROBERT LEGATZKE

PROJECT NO:

PLOT NAME :

SHEET

PLOT SCALE : 1"=20'

NON HWY DANE

LAYOUT NAME - 021003-cd

5666-00-79 EROSION CONTROL DETAILS

WALKING IRON TRAIL CONTROL POINTS

POINT NUMBER EASTING NORTHING POINT ELEVATION RAW DESCRIPTION

1 724934.1 538501.2 751.84 CP

2 724590.4 538741.7 746.64 CP

3 729964.3 546623.4 745.44 BM *A109

4 729964.3 546623.4 745.46 BM *A109

5 734797.6 546725.8 849.68 BM *ROXBURY W GPS

6 729785.6 546668.7 746.08 CP *BARN SPIKE

7 726884.4 541943.3 744.03 CP *BARN SPIKE

8 726930.6 542045.6 745.03 CP *BARN SPIKE

9 730642 547728.4 743.52 CP *BARN SPIKE

10 730672.6 547819.3 745.39 CP *BARN SPIKE

11 731259.3 548688.8 744.44 CP *BARN SPIKE

12 731322.7 548818.8 744.56 CP *BARN SPIKE

13 731673.2 549326.5 744.45 CP *BARN SPIKE

14 731720 549437.4 744.84 CP *BARN SPIKE

15 731825.5 549608 745.63 CP *BARN SPIKE

16 731853.2 549737.9 745.49 CP *BARN SPIKE

17 731926.6 550337.3 744.61 CP *BARN SPIKE

18 731880 550484 744.46 CP *BARN SPIKE

19 731850 550647.1 746.45 CP *BARN SPIKE

20 731578.5 551111.2 748.31 CP *BARN SPIKE

21 731130.7 551475 749.99 CP *BARN SPIKE

22 730953.9 551599.6 750.55 CP *BARN SPIKE

183 729582.2 552423.3 754.76 CP *MAG NAIL

184 729688.3 552621.2 755.12 CP *NAIL

368 734797.6 546725.9 849.61 BM *ROXBURY W GPS

515 726409.9 541135.3 742.21 IR 3/4"

516 730528.6 547487.6 743.03 IP 1"

2000 734797.6 546725.8 849.61 CP *HMOD CHK

3175 734797.6 546725.8 849.65 CP *HMOD CHK

3176 734797.6 546725.8 849.63 CP *HMOD CHK

9000 729962.4 546624.3 745.5 CP *NGS

9001 734797.6 546725.8 849.7 CP *HMOD

10165 729582.2 552423.3 754.8 CP MAG

10166 729688.3 552621.2 755.14 CP MAG

10602 729964.2 546623.5 745.42 CP CHECK A109

10603 734797.6 546725.9 849.62 BM CHECK ROXBURY

10604 734797.6 546725.8 849.55 BM CHECK ROXBURY

W GPS

10605 729964.2 546623.4 745.34 BM CHECK A109

20000 729843.6 546614.3 744.91 IR 3/4IN

20001 729649 546611.5 746.25 IR 3/4IN

20002 729964 546616.1 744.66 IR 3/4IN

O H

G G G G G G

G G G G G

90001060210605

20000 20002

X X

STA 115+25, -11.00' LT

STA 114+68.50, 11.00' RT

X X

STA 114+73.90, -7.00' LT

EL 747.23

STA 114+63.90, -7.00' LT

EL 747.11

STA 114+83.05, 7.00' RT

EL 747.27

STA 114+73.90, 7.00' RT

EL 747.36

STA 114+63.90, 7.00' RT

EL 747.24

G G G G G

G G

X X

STA 115+29.65, -7.00' LT

EL 747.12

STA 115+19.62, -7.00' LT

EL 747.08

STA 115+10.21, -7.00' LT

EL 747.21

STA 115+29.65, 7.00' RT

EL 747.29

STA 115+19.65, 7.00' RT

EL 747.24

WISDOT/CADDS SHEET 42

EHWY: COUNTY:

\\MSA-PS.COM\FS\PROJECT\19\19234\19234007\CADD\19234007\CAD - DANE COUNTY\19234007 INTERSECTION DETAILS.DWGFILE NAME : 2/23/2026 4:33 PMPLOT DATE : PLOT BY : ROBERT LEGATZKE

PROJECT NO:

PLOT NAME :

SHEET

PLOT SCALE : 1 IN:20 FT

5666-00-79 NON-HWY DANE INTERSECTION DETAIL - CTH Y

LAYOUT NAME - CTH Y

CTH Y

EXISTING R/W

IST

G R

STOPSTOP

R1-1 (18"X18")

30"X30"30"X30"

STOPSTOP

R1-1 (18"X18")

30"X30"30"X30"

W3-1W3-1 18"X18"

STOPSTOP

R1-1 (18"X18")

STOPSTOP

R1-1 (18"X18")

W3-1W3-1 18"X18"

MOUNT SIGN 100 FT FROM

CTH Y STOP SIGN

MOUNT SIGN 100 FT

FROM CTH Y

STOP SIGN

AHEAD

W16-9PW16-9P

AHEAD

24"X12"

AHEAD

W16-9PW16-9P

AHEAD

24"X12"

MOUNT SIGN 750 FT

FROM TRAIL

INTERSECTION

MOUNT SIGN 750 FT

FROM TRAIL

INTERSECTION

W16-7LW16-7L

24"X12"24"X12"

W16-7LW16-7L

24"X12"24"X12"

SAWCUT ASPHALT 10' FROM EDGE OF TRACKS

AND REPLACE IN KIND WITH 5" A PAVEMENT.

2.5" 4 LT 58-28 S OVER 2.5" 3 LT 58-28 S.

SLOPE INTERCEPT LINE, TYP.

REMOVE ALL EXISTING RAILROAD

UTILITIES, CROSSING SIGNS/LIGHTS

AND CONNECTIONS, TYP.

ALL RAILROAD TRACKS AND TIES ON TRAIL OUTSIDE

OF CTH Y CROSSING HAVE BEEN REMOVED BY

OTHERS AS PART OF A PREVIOUS PROJECT

IST

G R

IST

G R

IST

G R

MADISON GAS AND ELECTRIC HAS A HIGH PRESSURE GAS MAIN

WITHIN THE PROJECT LIMITS AT APPROXIMATELY STA 115+30,

AND WILL REQUIRE A WATCHDOG PRESENT WHEN WORK IS

TAKING PLACE NEAR THIS FACILITY. CONTACT MGE AT LEAST ONE

(1) WEEK PRIOR TO ANY WORK TO COORDINATE A WATCHDOG.

WALKING IRON TRAIL

W11-15W11-15 30"X30"30"X30"

APPROXIMATE EXTENTS OF

REMAINING TRACK TO BE REMOVED.

(STA 114+62 - STA 115+30)

BLENDED TRANSITION DETAIL - NORTH

BLENDED TRANSITION DETAIL - SOUTH

ROAD EDGE

2' X 14' DETECTABLE WARNING FIELD

EXISTING OVERHEAD ELECTRIC TO

REMAIN (ALLIANT ENERGY)

CAUTION

CONCRETE SIDEWALK 5-INCH

AND CURB RAMP DETECTABLE

WARNING FIELD YELLOW

APPROXIMATELY 28 SQFT

REMOVE EXISTING RAILROAD

CROSSING SIGNS/LIGHTS AND

CONNECTIONS, TYP.

REMOVE EXISTING RAILROAD

CROSSING SIGNS/LIGHTS AND

CONNECTIONS, TYP.

136 LF - DOUBLE MARKING

LINE PAINT 4" YELLOW

REMOVE EXISTING GRADE CROSSING

PAVEMENT MARKINGS LOCATED

APPROXIMATELY 700 FT FROM CROSSING

REMOVE EXISTING GRADE CROSSING

PAVEMENT MARKINGS LOCATED

APPROXIMATELY 800 FT FROM CROSSING

OFF

2'- 0"

14'-0"

SCALE, FEET0 10 20

REMOVE EXISTING RAILROAD CROSSING

SIGN LOCATED APPROXIMATELY 1000 FT

FROM CROSSING

REMOVE EXISTING RAILROAD CROSSING

SIGN LOCATED APPROXIMATELY 900 FT

FROM CROSSING

SAWCUT ASPHALT 10' FROM EDGE OF TRACKS

AND REPLACE IN KIND WITH 5" A PAVEMENT.

2.5" 4 LT 58-28 S OVER 2.5" 3 LT 58-28 S.

REMOVE REMAINING TRAIN TRACKS AND

TIES THROUGH CTH Y CROSSING.

CAUTION

http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/rseries/R1-1.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/rseries/R1-1.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/rseries/R1-1.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/rseries/R1-1.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/rseries/R1-1.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/rseries/R1-1.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/rseries/R1-1.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/rseries/R1-1.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/wseries/W16-7.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/wseries/W16-7.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/wseries/W16-7.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/wseries/W16-7.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/wseries/W16-7.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/wseries/W16-7.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/wseries/W16-7.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/wseries/W16-7.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/wseries/W16-7.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/wseries/W16-7.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/wseries/W16-7.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/wseries/W16-7.pdf 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200+00

201+92

300+00

300+50

301+00

301+50

302+00

302+50

303+00

303+50 303+71

303+71

304+00

304+50

305+00

305+50

306+00

306+50

307+00

WISDOT/CADDS SHEET 42

EHWY: COUNTY:

\\MSA-PS.COM\FS\PROJECT\19\19234\19234007\CADD\19234007\CAD - DANE COUNTY\19234007 PARKING EXPANSION PLAN.DWGFILE NAME : 2/23/2026 4:34 PMPLOT DATE : PLOT BY : ROBERT LEGATZKE

PROJECT NO:

PLOT NAME :

SHEET

PLOT SCALE : 1 IN:40 FT

5666-00-79 NON-HWY DANE OVERALL PARKING

LAYOUT NAME - 01

WALKING IRON TRAIL

R /W

P/L

WETLAND BOUNDARY, TYP.

REDEVELOPED GRAVEL

PARKING AREA REDEVELOPED GRAVEL DRIVEWAY

NEW GRAVEL DRIVEWAY

NEW GRAVEL PARKING AREA

GRADED SNOWMOBILE/

PEDESTRIAN ACCESS ROUTE

WITH TURF RESTORATION

PLANNED SNOWMOBILE ACCESS

THROUGH EXISTING WETLAND.

(NO GRADING/DISTURBANCE)

WEST PARKING LOT DETAIL

EAST PARKING LOT DETAIL

SCALE, FEET0 10 20

R15.00'

300+00 300+50 301+00 301+50 302+00 302+50

BEGIN CONSTRUCTION

STA 300+50

STA 301+69.94

-10.00' LT

EL 743.61

STA 301+69.94

0.00'

EL 743.81

STA 301+69.94

10.00' RT

EL 743.61

STA 301+54.91

10.00' RT

EL 743.54

STA 301+54.96

0.00'

EL 743.74

STA 301+59.33

-14.39' LT

EL 743.43

STA 301+54.94

-28.00' LT

EL 743.18

STA 301+09.94

-28.00' LT

EL 742.95

STA 301+09.98

0.00'

EL 743.52

STA 301+09.98

10.00' RT

EL 743.31

STA 300+64.95

0.00'

EL 743.30

STA 300+64.90

10.00' RT

EL 743.09

STA 300+50.06

10.00' RT

EL 743.01

STA 300+50

0.00'

EL 743.21

STA 300+49.94

-10.00' LT

EL 743.01

STA 300+60.55

-14.39' LT

EL 742.91

STA 300+64.94

-28.00' LT

EL 742.73

WISDOT/CADDS SHEET 42

EHWY: COUNTY:

\\MSA-PS.COM\FS\PROJECT\19\19234\19234007\CADD\19234007\CAD - DANE COUNTY\19234007 PARKING EXPANSION PLAN.DWGFILE NAME : 2/23/2026 4:35 PMPLOT DATE : PLOT BY : ROBERT LEGATZKE

PROJECT NO:

PLOT NAME :

SHEET

PLOT SCALE : 1 IN:20 FT

5666-00-79 NON-HWY DANE WEST PARKING LOT DETAIL

LAYOUT NAME - 03

90.00'

.0 0'

WETLAND BOUNDARY, TYP.

SLOPE INTERCEPTS, TYP.

P.L.

10 PARKING STALLS

EXISTING CONTOUR, TYP.

EDGE OF GRAVEL, TYP.

FINISHED CONTOUR, TYP.

EDGE OF EXISTING FIELD ROAD

EXISTING TREELINE

APPROXIMATE EXTENT OF

ARCHAEOLOGICAL SURVEY

PLANNED SNOWMOBILE/PEDESTRIAN

ACCESS ROUTE THROUGH WETLAND.

(NO GRADING/DISTURBANCE)

SCALE, FEET0 10 20

1742743

745.28

200+00

200+50 201+00 201+50 201+92

BEGIN CONSTRUCTION

STA 200+50

303+00

303+50

303+71

304+00 304+50

END CONSTRUCTION

STA 201+91.61

STA 200+56.61

-8.99' LT

EL 745.51

STA 200+56.61

-21.00' LT

EL 745.28

STA 201+41.61

-21.01' LT

EL 745.70

STA 201+41.61

-31.01' LT

EL 745.52

STA 201+56.61

-31.01' LT

EL 745.60

STA 201+61.94

-40.17' LT

EL 745.50

STA 200+50

-3.00' LT

EL 745.60

STA 200+50

21.00' RT

EL 745.24

STA 201+43

21.00' RT

EL 745.72

STA 304+23.49

20.86' RT

EL 746.25

STA 304+50.37

9.86' RT

EL 746.96

STA 304+01.86

-12.21' LT

EL 746.21

STA 303+92.15

-12.19' LT

EL 746.07

STA 303+92.39

-24.61' LT

EL 745.69

STA 303+71.08

-10.10' LT

EL 745.81

STA 303+69.27

10.00' RT

EL 745.89

STA 303+52.46

10.05' RT

EL 745.58

STA 303+11.25

-29.36' LT

EL 742.60

STA 302+89.20

-18.61' LT

EL 742.15

STA 304+51.01

-10.50' LT

EL 746.95

STA 304+51.53

-22.51' LT

EL 746.57

-2 .0

-1 .9

-0.48%

-0.50%

STA 201+41.50

0.00'

EL 746.05

STA 201+77.66

0.00'

EL 746.21

STA 200+50

0.00'

EL 745.66

STA 200+56.32

0.00'

EL 745.69

WISDOT/CADDS SHEET 42

EHWY: COUNTY:

\\MSA-PS.COM\FS\PROJECT\19\19234\19234007\CADD\19234007\CAD - DANE COUNTY\19234007 PARKING EXPANSION PLAN.DWGFILE NAME : 2/23/2026 4:35 PMPLOT DATE : PLOT BY : ROBERT LEGATZKE

PROJECT NO:

PLOT NAME :

SHEET

PLOT SCALE : 1 IN:20 FT

5666-00-79 NON-HWY DANE WEST PARKING LOT DETAIL

LAYOUT NAME - 02

6.61'

122.00'

R6.00'

WETLAND BOUNDARY

EDGE OF EXISTING

GRAVEL PARKING LOT

SLOPE INTERCEPT, TYP.

EXISTING CONTOURS, TYP.

EDGE OF GRAVEL, TYP.

FINISHED CONTOUR, TYP.

RAVEL DRIVEW

R1 1.

15.00'

INSTALL 5-INCH CONCRETE PAVEMENT FOR

KIOSK, BENCHES, AND BIKE RACKS.

FURNISHINGS TO BE PROVIDED AND

INSTALLED BY OWNER

R40'

GRADED SNOWMOBILE/

PEDESTRIAN ACCESS ROUTE

WITH TURF RESTORATION

20'

12'

20' END GRADING FOR

ACCESS ROUTE

PLANNED SNOWMOBILE/PEDESTRIAN

ACCESS ROUTE.

(NO GRADING/DISTURBANCE)

RESERVED

PARKING

VEHICLES WITH DIS

OR DIS VET PLATES

OR STATE DISABLED CARD

THIS SPACE

R7-8A 12"X18"

SCALE, FEET0 10 20

http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/rseries/R7-8A.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/rseries/R7-8A.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/rseries/R7-8A.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/rseries/R7-8A.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/rseries/R7-8A.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/rseries/R7-8A.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/rseries/R7-8A.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/rseries/R7-8A.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/rseries/R7-8A.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/rseries/R7-8A.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/rseries/R7-8A.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/rseries/R7-8A.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/rseries/R7-8A.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/rseries/R7-8A.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/rseries/R7-8A.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/rseries/R7-8A.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/rseries/R7-8A.pdf…

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