#27 - Dane - MTV 7 Bridge Rehab For · MTV 7-Martinson Spring Valley Creek Bridge County Township Range Green 04 N 7 Project Description Summary (!)E ow Section ¼ ¼ 11 NE Current

State of Wisconsin Department of Natural Resources dnr.wi.gov

Due Date: April 15

Motorized Recreation Grant Application For: (choose all that apply} Form 8700-159 (R 12/18)

□ ATV/UTV Trail Aid Page 1 ofs [2] Snowmobile Trail Aid

D Motorized Stewardship - 20% County match required

Notice: Completion of this form is required under Wisconsin Statutes 23.09(26) and 23.33. Failure to complete this form will result in denial of financial assistance. Personally identifiable information found on this form is not intended to be used for any other purpose. The Department of Natural Resources (DNR) may provide this information to requesters as required by Wisconsin's Open Records law {ss. 19.31 - 19.39, Wis. Stats.}. Instructions: Applications may combine more than one source of funds. They may DNR Use Only be submitted for consideration of traditional A TV, UTV, Snowmobile and Motorized Category Number Stewardship funding. Submit one copy of all forms and attachments. See Page 2 for necessary attachments. Send applications to your Community Services Specialist. Section 1: 7.\pplicant Information Applicant / Organization Name

Dane County Parks Individual Authorized to Act on Behalf of Applicant per Resolution

Darren Marsh Title

Parks Director Address

5201 Fen Oak Drive City

Madison

State ZIP Code

WI 53718

Check Recipient: Individual other than authorized individual to act on behalf of the applicant. D Select if the same as applicant. Check Recipient Name (Name to Appear on Check)

Dane County Title

Address

520 l Fen Oak Drive City

Madison

State ZIP Code

WI 53718 Telephone Number

(608) 224-3730

Email Address

[email protected]

Project Title

MTV 7-Martinson Spring Valley Creek Bridge County Township Range

Green 04 N 7 Project Description Summary

(!)E

ow

Section ¼ ¼

11 NE

Current Funded Miles New Miles (if applicable)

0 ¼ GPS Coordinates:

Lat. 42.841997 NW Long. -89.634049

Priority replacement of a 12.5' x 25' Bridge over an unnamed ditch adjacent to Spring Valley Creek on State Corridor #21

in Green County. Dane County has asked that the bridge be removed and abandoned. There are two main factors for the

immediate removal of this bridge.

1) Local flooding in recent years has compromised the stream banks at the easement site.

2) The bridge structure and footings have deteriorated to the point that the bridge can no longer support snowmobile use.

Proposed replacement bridge is 12'x30' bridge with a 25,000# Load Capacity

� I certify that all maintenance land use agreements are on file.

y knowledge, the information in this application is true and correct.

YdAo Dafe?repared

#27 - Dane - MTV 7 Bridge Rehab

Dane County Parks Motorized Recreation Grant Application Form 8700-159 (R 12/18) Page 3 of 5

Appendix A - Required for Bridge Rehab/Replace, New, or Reroute with New Bridge

lg] Bridge Rehab/Replace D New Bridge D Reroute with new bridge

County Township Range Section ¼¼ ¼ GPS Coordinates: @E Lat. 42.841997

Green 04 N 7 ow 11 NE NW Long. -89.634049 Water Body Name Bridge Name County Inventory Number

Unnamed Ditch MTV7Martinson Spring Valley Creek Dane 13 Funded Trail Name or Number (SNARS if applicable) Has this bridge site ever received development or rehabilitation funds

State Trail Cooridor #21 in the past? QYes @ No Year: $

Bridge is located on: @ Private property Old Bridge/Culvert Size

0 Public property New Bridge/Culvert Size Landowner Where Bridge is Located Telephone Number Length of Trail Use Agreement (5 year

Jane Martinson minimum)

Current maximum load 500 lbs. Age of Bridge Bridge Material

Proposed maximum load 25,000 lbs. 20 Wood Sponsoring Club Name Club Contact Telephone Number

Mt. Vernon Valley Riders Snowmobile Club Bob Zantow (608) 832�6685Do you have your trail bridges posted as to maximum load?

QYes @No What is the weight of your puller & drag/grading equipment?

11,900 What other recreational trail uses are planned for this bridge?

None.

What is the maximum load of the other bridges on the system if groomed with this bridge? 14,000 lbs

If there are other Recreational uses planned, how much of the bridge cost will be paid for by non-snowmobile or non-A TV users?

QYes (!) No

·@Yes O No

QYes (!) No

QYes (!) No

Have you contacted your local DNR Water Management Specialist (WMS) regarding a permit?

Is a permit needed? (Please provide any written correspondence from WMS.)

Have you contacted your County Zoning Dept. regarding a floodplain determination?

Will an H & H (hydrologic and hydraulic) study be required?

Bridge Project Detailed Description

The old MVT 7 bridge will be removed and hauled away. A new longer bridge with a designated load capacity will be

installed. New bridge will sit higher over the stream, meeting all WI DNR Waterway requirements, and the extended

length will reach beyond the banks to provide for sound footing for the abutments The bridge will have load capacity of

25,000 lbs that will allow for more flexibility for larger maintenance equipment. Bridge will use Steel I-Beams and

Crossmembers, which are predrilled and have a red oxide primer finish, MCA Southern Yellow Pine treated lumber and

all hardware. All lumber is Pre Stained. The footings will be a floating pan design.

Dane County Parks

Appendix A (continued)

Motorized Recreation Grant Application Form 8700-159 (R 12/18) Page 4 of 5

Summarize Costs in Appropriate Categories:

Bridge Dimensions:

Bridge Manufacturer:

Design Weight Load

Bric:lgeStrugture. · ·.•·•· ·

Quote 1

(!) Steel O Wooden

30'x12'

Custom Manufacturing, Inc. 25,000 lbs.

Cost of Structure: 1. Engineering

2. Structure

$ ______ _

$ 30,900

Installation Costs:

1. Engineering

2. Site Preparation

3. Abutments

4. Pilings/Piers

5. Approaches

6. Riprap

7. Labor

8. Equipment Rental

9. Culverts

10. H & H Study

11. Wetland Delineation

12. Other Delivery

----�--

Subtotal $ 30,900 ____ ..__ __

Quote 1

(!) Contractor or O Sponsor Estimate

$

$ 1,000

$

$

$

$

$

$ 6,000

$

$

$

$ 800

Subtotal $ 7,800

Total Cost $ 38,700

Quote 2

0 Steel (!) Wooden

30'x12'

Wheeler Lumber LLC 25,000 lbs.

$ ______ _

$ ___ _ 26�,5_4_5_

$ ____ 2_6..,_,5_4_5 _

Quote 2

0 Contractor or (!) Sponsor Estimate

$-------

$ 1,000 ----�--

$ ____ 1_,_,8_3_5_

$ -------

$ -------

-------

$ ____ 5_,_,0_0 _0_

$ ____ 5_,_,0_0 _0_

$ -------

$ -------

$ -------

$ -------

$ ___ 1_2�,8_3_5_

$ ___ 3_9 ....... ,3 _8 _0_

For the application grant, you must take the lowest of the two quotes.

· O Cont(ector O Sponsor O Club

Bridge Dimensions:

Design Weight Load lbs. ------

1. Materials $ -------

2. Labor $-------

Total $ 0 -------

0

Custom Manufacturing, Inc. 606 Delco Drive, P.O. Box 279

Clinton, WI 53525 4743 608-676-2282 Fax: 608-676-2283 Please Indicate The Above Number When Ordering

[email protected]

To: Darren Marsh, Parks Division

Dane County Land & Water Resources

Department

5201 Fen Oak Drive, Room 234

Madison, WI 53718

Estimated Ship Date

4 weeks

Shipped VIA

Advise best way

F.O.B

Clinton, WI

Terms

Net 30

1

Description

2020 GRANT APPLICATION ESTIMATE

Old Madison Rd – New Glarus, WI

30’ Bridge x 12’ Wide - 25,000# Load

Double Decked - 42” Horizontal Railing –

Hardware On 2 sets of Galvanized Sill Pans

Stamped Engineered Drawings

Removal of Existing Bridge – Site Preparation

Installation – Equipment Rental

Delivery Charges

Total

Above prices do not include sales tax or any

necessary permits

Bridge kit includes all Steel I-Beams and

Crossmembers, which are predrilled and have a

red oxide primer finish, MCA Southern Yellow

Pine treated lumber and all hardware.

All lumber is Pre Stained.

Bridge Kit Meets - WI DNR Guidelines –

25,000# Load

Price

$30,900.00

1,000.00

6,000.00

800.00

Total

$38,700.00

We are pleased to submit the above quotation for your consideration. Should you place an order, be assured it will receive our

prompt attention. This quotation is valid for __30_ days. Thereafter it is subject to change without notice.

BY: ___________________________ ACCEPTED: _____________________ DATE: _____________

Date: April 28, 2020 Salesperson: Tina Forrest

Inquiry Date: Inquiry Number

T21843 QUOTATION 6/9/2020

Page 1 of 4

Project: State Trail 21 Snowmobile Bridges

Dane County

New Glarus, Wisconsin

Date: Letting Time:

Place:

Wheeler Lumber LLC 9531 W 78th Street, Ste. 100 | Minneapolis, MN 55344

Jake Silkey | Sales Engineer [email protected] | 262.229.4068

Prefabricated Timber Panel-Lam Recreation Bridge

Bridge Size: See Below No. of spans: 1

Live Load: 90 psf Vehicle Load: H12.5 Design Code: AASHTO LRFD

Decking: Wood panel Species: DF Treatment: QNAP

Railing: Wood Species: SYP Treatment: MCA

Safety Railing: 42" Horizontal Rail Spacing: AASHTO

Additional Notes: Bridge deck to be shipped as 2 panels and railing in pieces as a field assembled kit.

Bridge (MTV 7): 30’ span x 12’ clear Lump Sum Total… $23,335.00

Optional Sill Abutments (2) Lump Sum Total… $1,835.00

Includes sill cap, footers and attaching hardware

Optional Oak Wear Course Lump Sum Total… $3,210.00

Includes untreated oak wear plank and attaching hardware











1S1 1 4" = 1'-0"

BRIDGE PLAN

TREATED LUMBER DECKINGCOMPACTED 3 4" CRUSHED LIMESTONE SEE 3S1

2S1

TREATED LUMBER RAILING

EXACT LENGTH TO BE VERIFIED AND COMFIRMED BY CONTRACTOR

EXAC

T W

IDTH

TO

BE

VERI

FIED

6"

COMPACTED3

4" CRUSHED LIMESTONE

2" Ø SCHEDULE 40GALVANIZED PIPE

ONE EACH SIDE

MIRAFI FABRIC HP570BELOW GRAVEL PAD


ONE EACH SIDE

3S1

GRAVEL PAD & GALVANIZED BASE DETAILS1

2" = 1'-0"

GALVANIZED BEARING PAN


2" Ø SCHEDULE40 PIPE

MAX. SLOPE 12"1" MAX. SLOPE12"

1"

ORDINARY HIGH WATER MARK

3S1

5'-0

"

EXACT LENGTH TO BE VERIFIED AND CONFIRMED BY CONTRACTOR

6"

2S1 1

4" = 1'-0"

VERIFY ACTUAL STREAM BEDAND ELEVATIONS IN THE FIELDBRIDGE ELEVATIONWATER SURFACE

12" STEEL TREAD PLATE

AT TRANSITIONS ASREQUIRED


AT TRANSITION ASREQUIRED, NOT TO EXCEED1'-0" IN DEPTH PER WDNRREQUIREMENT

COMPACTED 3 4" CRUSHED LIMESTONE

TYPICAL SUPPORT BASE, GALVANIZEDBEARING PAN, SEE 3

S1

TREATED WOOD DECKING

3 4" = 1'-0"

RISER AND BOARDWALK(TO BE DETERMINED)SEE ELEVATED BANK APPROACH

AT GRADE BANK APPROACH ALTERNATIVE

12" STEEL TREAD PLATE

AS REQUIRED


NOT TO EXCEED 1'-0" IN DEPTH

TREATED WOOD RAILING

12" = 1'-0"

RISER IF NECESSARY TO MEET 5'-0" ABOVEORDINARY HIGH WATER MARK REQUIREMENTAND ADA ACCESSIBILITY STANDARDS,DESIGN BY BRIDGE DESIGNER, TO BE APPROVED BYDANE COUNTY PUBLIC WORKS ENGINEERING DIVISION

VARI

ES

METAL FOOTING TO SUPPORTAPPROACH BOARDWALK DESIGN BYBRIDGE DESIGNER, TO BE APPROVED BYDANE COUNTY PUBLIC WORKS ENGINEERING DIVISION

COMPACTED 3 4" CRUSHED LIMESTONE PAD MINIMUM

6" DEPTH

COMPACTED 3 4" CRUSHEDLIMESTONE AT TRANSITIONNOT TO EXCEED 1'-0" IN DEPTH

TREATEDWOOD POST

ELEVATED BANK APPROACH ALTERNATIVE

LENGTH AND DESIGN OF BOARDWALK APPROACHBY CONTRACTOR AND APPROVED BY DANE COUNTYPUBLIC WORKS ENGINEERING DIVISION

FOR THE BRIDGE TO MEET THE WDNR REQUIREMENT OF5'-0" ABOVE THE ORDINARY HIGH WATER MARK, THEADDITION OF STEEL RISERS MAY BE NEEDED WITH ABOARDWALK APPROACH TO THE BRIDGE. SEE:ELEVATED BANK APPROACH ALTERNATIVE

BRIDGE, BOARDWALK APPROACH (IF NECESSARY) ANDGRAVEL APPROACHES MUST MEET THE REQUIREMENTSOF THE AMERICANS WITH DISABILITIES ACT (ADA)

BRIDGE APPROACH ALTERNATIVES:AT GRADE BANK APPROACH OR ELEVATED BANK APPROACH

NOTE:

NOTES:GENERAL NOTES:

1. DANE COUNTY IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS OR METHODS OR FOR SUPERVISION OF CONSTRUCTION

2. ALL DIMENSIONS SHALL BE FIELD VERIFIED BY CONTRACTOR PRIOR TO BRIDGE FABRICATION. ANY DIMENSIONAL DISCREPANCIES ARE TO BE BROUGHT TO THEATTENTION OF THE DANE COUNTY PUBLIC WORKS ENGINEERING DIVISION PRIOR TO PROCEEDING WITH FABRICATION OF THE BRIDGE. FINAL PLANS AND SPECIFICATIONSSHALL BE STAMPED ENGINEERING DRAWINGS APPROVED BY A WISCONSIN REGISTERED STRUCTURAL ENGINEER OR PREVIOUSLY APPROVED DRAWINGS.

3. ALL WORK IS TO BE PERFORMED IN A SAFE AND WORKMAN-LIKE MANNER IN COMPLIANCE WITH THE FEDERAL OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA) ANDALL STATE OF WISCONSIN BUILDING CODES AND ZONING ORDINANCES AS THEY MAY PERTAIN TO THIS PROJECT. THE CONTRACTOR MUST COMPLY WITH ALL WISCONSINDEPARTMENT OF NATURAL RESOURCES (WDNR) AND ARMY CORPS OF ENGINEERS RULES AND REGULATIONS ASSOCIATED WITH CROSSING WATERWAYS. DANE COUNTYPARKS DIVISION WILL SECURE ALL NECESSARY WATER REGULATORY PERMITS AND APPROVALS FROM THE WISCONSIN DNR AND ARMY CORPS OF ENGINEERS AND DANECOUNTY PRIOR TO CONSTRUCTION. CONTRACTOR MUST ADHERE TO THE WDNR CHAPTER 30 PERMIT AND THE DANE COUNTY SHORELAND EROSION CONTROL PERMITREQUIREMENTS WHILE COMPLETING THE CONSTRUCTION OF THE BRIDGE.

4. THE CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY BRACING DURING HANDLING AND ERECTION OF THE BRIDGE.

SITE WORK:

1. CONTRACTOR IS TO PROVIDE FINAL BRIDGE DESIGN WITH NECESSARY APPROACHES AND STRUCTURAL ELEMENTS FOR APPROVAL BY DANE COUNTY PARKS.

2. THE CONTRACTOR IS TO VERIFY ALL CONDITIONS AT THE SITE, PARTICULARLY THE LOCATION OF ANY UNDERGROUND UTILITIES BEFORE EXCAVATION. ANYDISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF DANE COUNTY PUBLIC WORKS ENGINEERING DIVISION.

3. THE CONTRACTOR IS RESPONSIBLE FOR SOIL COMPACTION TESTING AND FOR PROVIDING A BRIDGE DESIGN TO MEET THE SOIL TYPE.

4. THE BEARING ELEVATION OF THE BRIDGE SHALL BE SET AT AN ELEVATION SUCH THAT THE MINIMUM BOTTOM CHORD ELEVATION OF THE BRIDGE SHALL BE 5'-0" ABOVETHE ORDINARY HIGH WATER MARK . THE ORDINARY HIGH WATER MARK IS THE POINT ON THE BANK OR SHORE UP TO WHICH THE PRESENCE AND ACTION OF THE WATERIS SO CONTINUOUS AS TO LEAVE A DISTINCT MARK EITHER BY EROSION, DESTRUCTION OR TERRESTRIAL (LAND) VEGETATION, OR OTHER EASILY RECOGNIZEDCHARACTERISTIC.

1S1 NTS

BRIDGE PLAN

TREATED LUMBER DECKINGCOMPACTED 3 4" CRUSHED LIMESTONE SEE 3S1

2S1

TREATED LUMBER RAILING

APPROX. 50'-0" EXACT DIMENSIONS TO BE VERIFIED BY CONTRACTOR

12'-0

" I.D

.

6"

COMPACTED3



ONE EACH SIDE TYP.6'-0" LENGTH, BRIDGE ANCHORS

MIRAFI FABRIC HP570BELOW GRAVEL PAD


ONE EACH SIDE

3S1

GRAVEL PAD & GALVANIZED BASE DETAILSNTS



(2) 2" Ø SCHEDULE40 PIPE, 6'-0" LENGTHBRIDGE ANCHORS

ORDINARY HIGH WATER MARK

3S1

6"

2S1

BRIDGE ELEVATIONWATER SURFACE*VERIFY ACTUAL STREAM BEDAND ELEVATIONS IN THE FIELD


AT TRANSITION ASREQUIRED, NOT TO EXCEED1'-0" IN DEPTH PER WDNRREQUIREMENT

(2) 2" Ø SCHEDULE40 PIPE, 6'-0" LENGTH

BRIDGE ANCHORS

APPROX. 3'-0" O.H.W.M. TO O.H.W.M.

APPROX. 50'-0" EXACT DIMENSIONS TO BE VERIFIED BY CONTRACTOR

NTS

AT GRADE BANK TRANSITION

COMPACTED 3 4" CRUSHED LIMESTONE

TYPICAL SUPPORT BASE, GALVANIZEDBEARING PAN, SEE

3S1

TREATED WOOD DECKINGAND RAILING

3 4" CRUSHED LIMESTONENOT TO EXCEED 1'-0" IN DEPTH

(2) 2" Ø SCHEDULE 40 PIPE,6'-0" LENGTH BRIDGE ANCHORS

BRIDGE TO BANK TRANSITION:

NOTES:1. DANE COUNTY IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS OR METHODS OR FOR SUPERVISION OF CONSTRUCTION

2. ALL DIMENSIONS SHALL BE FIELD VERIFIED BY CONTRACTOR PRIOR TO BRIDGE FABRICATION. ANY DIMENSIONAL DISCREPANCIES ARE TO BE BROUGHT TO THEATTENTION OF THE DANE COUNTY PUBLIC WORKS ENGINEERING DIVISION PRIOR TO PROCEEDING WITH FABRICATION OF THE BRIDGE. FINAL PLANS AND SPECIFICATIONSSHALL BE STAMPED ENGINEERING DRAWINGS APPROVED BY A WISCONSIN REGISTERED STRUCTURAL ENGINEER OR PREVIOUSLY APPROVED DRAWINGS.

3. ALL WORK IS TO BE PERFORMED IN A SAFE AND WORKMAN-LIKE MANNER IN COMPLIANCE WITH THE FEDERAL OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA) ANDALL STATE OF WISCONSIN BUILDING CODES AND ZONING ORDINANCES AS THEY MAY PERTAIN TO THIS PROJECT. THE CONTRACTOR MUST COMPLY WITH ALL WISCONSINDEPARTMENT OF NATURAL RESOURCES (WDNR) AND ARMY CORPS OF ENGINEERS RULES AND REGULATIONS ASSOCIATED WITH CROSSING WATERWAYS. DANE COUNTYPARKS DIVISION WILL SECURE ALL NECESSARY WATER REGULATORY PERMITS AND APPROVALS FROM THE WISCONSIN DNR AND ARMY CORPS OF ENGINEERS AND DANECOUNTY PRIOR TO CONSTRUCTION. CONTRACTOR MUST ADHERE TO THE WDNR CHAPTER 30 PERMIT AND THE DANE COUNTY SHORELAND EROSION CONTROL PERMITREQUIREMENTS WHILE COMPLETING THE CONSTRUCTION OF THE BRIDGE.

4. THE CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY BRACING DURING HANDLING AND ERECTION OF THE BRIDGE.

5. BRIDGE AND GRAVEL APPROACHES MUST MEET THE REQUIREMENTS OF THE AMERICANS WITH DISABILITIES ACT (ADA).

6. CONTRACTOR IS TO PROVIDE FINAL BRIDGE DESIGN WITH NECESSARY APPROACHES AND STRUCTURAL ELEMENTS FOR APPROVAL BY DANE COUNTY PUBLIC WORKSENGINEERING DIVISION.

7. THE CONTRACTOR IS TO VERIFY ALL CONDITIONS AT THE SITE, PARTICULARLY THE LOCATION OF ANY UNDERGROUND UTILITIES BEFORE EXCAVATION. ANYDISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF DANE COUNTY PUBLIC WORKS ENGINEERING DIVISION.

8. THE CONTRACTOR IS RESPONSIBLE FOR SOIL COMPACTION TESTING AND FOR PROVIDING A BRIDGE DESIGN TO MEET THE SOIL TYPE.

9. BRIDGE LOAD CAPACITY: 14,000 LBS.

Sources: Esri, HERE, Garmin, Intermap, increment P Corp., GEBCO, USGS, FAO, NPS, NRCAN,GeoBase, IGN, Kadaster NL, Ordnance Survey, Esri Japan, METI, Esri China (Hong Kong), (c)OpenStreetMap contributors, and the GIS User Community

Project Location Map

Dane County MaskDane County Mask

Snowmobile TrailsClub TrailCounty Funded Trail

State Corridor TrailSnowmobile Trail Regions

Snowmobile Trail Regions

June 1, 2020 0 38,000 76,00019,000 Feet

¯

!

!

!

!

!

!

!.

!.

!.

!.

!.

State

Cor

ridor

Trail

21

Dane 17Dane 16

Dane 15

Dane 14

Dane 13

Dane 12

Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan, EsriJapan, METI, Esri China (Hong Kong), Esri Korea, Esri (Thailand), NGCC, (c)OpenStreetMap contributors, and the GIS User Community

GreenCounty

0 500 1,000Feet

¹

Dane 13 BridgeMTV 7-Martinson Spring Valley CreekLatitude: 42.841997Longitude: -89.634049

Mt. Vernon Valley Riders Snowmobile ClubDane 13, 15 and 17 Bridge Funding Requests

SnowmobileTrails

Map created April 2020 by Dane County LWRD.H:\Parks\Operations & Maintenance\Snowmobile Trail Program\2020-2021\Maps

Club TrailCounty Funded TrailState Corridor Trail

Funding Request(Snowmobile Trail Bridge)

Dane 17 Bridge MTV 11-Brewery Ditch Latitude: 42.817205 Longitude: -89.632531

Dane 15 BridgeMTV9-Streiff/Brewery Spring Valley Creek Latitude: 42.819802Longitude: -89.63369

!.

Dane 14 BridgeS-5425 bridge grant (2019)

Dane 16 BridgeS-5423 bridge grant (2019)

MTV 7-Martinson Spring Valley Creek Bridge

MTV 7-Martinson Spring Valley Creek Bridge

Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/AirbusDS, USDA, USGS, AeroGRID, IGN, and the GIS User Community

HighwaysOther Road ClassState HwyCounty Hwy

Local RoadsOther Road ClassState HwyCounty HwyTown RoadVillage/City StreetParcelsMunicipal Boundaries

Floodplains0.2 PCT ANNUAL CHANCE FLOOD HAZARDAAEAE - FLOODWAY

6/1/2020, 11:41:59 AM0 210 420105 ft

0 60 12030 m

1:2,257

of any kind, expressed or implied, including but not limited to implied warrant ies for a particular purpose, are disclaimed. Assessing the accuracy and reliability of content on this site is the responsibility of the user.Green County assumes no responsibility for improper or incorrect use; the information provided is not warranted nor guaranteed for accuracy, nor intended to substitute for professional legal advice. All warranties

Dane 13 – MTV 7 - Martinson Spring Valley Creek Bridge







Documents

#27 - Dane - MTV 7 Bridge Rehab For · MTV 7-Martinson Spring Valley Creek Bridge County Township Range Green 04 N 7 Project Description Summary (!)E ow Section ¼ ¼ 11 NE Current