#27 - Dane - MTV 7 Bridge Rehab For · MTV 7-Martinson Spring Valley Creek Bridge County Township...
Transcript of #27 - Dane - MTV 7 Bridge Rehab For · MTV 7-Martinson Spring Valley Creek Bridge County Township...
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
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
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
Bridge (MTV 9): 40’ span x 12’ clear Lump Sum Total… $37,960.00
Optional Sill Abutments (2) Lump Sum Total… $1,835.00
Includes sill cap, footers and attaching hardware
Optional Oak Wear Course Lump Sum Total… $4,120.00
Includes untreated oak wear plank and attaching hardware
Bridge (MTV 11): 34’ span x 12’ clear Lump Sum Total… $27,185.00
Optional Sill Abutments (2) Lump Sum Total… $1,835.00
Includes sill cap, footers and attaching hardware
Optional Oak Wear Course Lump Sum Total… $3,455.00
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
2" Ø SCHEDULE 40GALVANIZED PIPE
ONE EACH SIDE
3S1
GRAVEL PAD & GALVANIZED BASE DETAILS1
2" = 1'-0"
GALVANIZED BEARING PAN
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
34" CRUSHED LIMESTONE
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
34" CRUSHED LIMESTONE
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
4" CRUSHED LIMESTONE
2" Ø SCHEDULE 40GALVANIZED PIPE
ONE EACH SIDE TYP.6'-0" LENGTH, BRIDGE ANCHORS
MIRAFI FABRIC HP570BELOW GRAVEL PAD
2" Ø SCHEDULE 40GALVANIZED PIPE
ONE EACH SIDE
3S1
GRAVEL PAD & GALVANIZED BASE DETAILSNTS
GALVANIZED BEARING PAN
GALVANIZED BEARING PAN
(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
34" CRUSHED LIMESTONE
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
Dane 13 – MTV 7 - Martinson Spring Valley Creek Bridge
Dane 13 – MTV 7 - Martinson Spring Valley Creek Bridge
Dane 13 – MTV 7 - Martinson Spring Valley Creek Bridge
Dane 13 – MTV 7 - Martinson Spring Valley Creek Bridge
Dane 13 – MTV 7 - Martinson Spring Valley Creek Bridge
Dane 13 – MTV 7 - Martinson Spring Valley Creek Bridge