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)
0 ATV/UTV Trail Aid Page 1 ofs BJ 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 ATV,
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:
Applicant Information Applicant/ Organization Name Check Recipient:
Individual other than authorized individual to act Green Lake
County on behalf of the applicant. � Select if the same as
applicant. Individual Authorized to Act on Behalf of Applicant per
Resolution Check Recipient Name (Name to Appear on Check)
Elizabeth Otto Title
County Clerk Address
571 County Road A City
Green Lake Telephone Number
(920) 294-4005.,.,.1 .. 11eu-�:0.1itH·r"'""- 111tJIIII ...... ]
• ::J.t
Project Title
:1•:J.•
State IZIP Code
WI 54941 Email Address
Title
Address
City
[email protected]. wi. us -·· .,,.:.. 10] •YW
Bridge Rehabilitation Project-Markesan/GLC Terrace
SnoStreakers
!State
IZIP Code
Current Funded Miles ,�
ew Miles (if applicable)
131 County Township Range Section ¼¼ ¼ GPS Coordinates:
(!)E Lat. Green Lake 14 N 13 ow 8 SW NE Long. Project
Description Summary
Bridge- Will be removing the bridge deck and railings, then
adding another "I" beam in the cetner of the super structure and
move 2 of the "I" beams outward to be where the groomer tracks are.
Replacing the approaches using steel "I" beams for support and
adding a new deck and railings will also be built.
The current non-funded trail provides access to the two villages
of Kingston and Marquette. This trail also provides easy access to
Lake Puckaway, in tum allowing access to the northern side of the
lake, which includes businesses and the Montello/Princeton trail
systems. This trail supports businesses on the lake and allows
residents and visitors access to the connection to State Corridor
11.
� I certify that all maintenance land use agreements are on
file.
$2,100.00
Printed Name of Authorized Official
Elizabeth Otto
As the applic
Signature of Authorized Official
Insurance Development
$7,730.00
Official's Title
County Clerk
Total Estimated Cost
$9,830.00
rtify that, to the best of my knowledge, t e information in this
application is true and correct.
I\}� "?..D
#1 - Green Lake Bridge Rehab
Green Lake County 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
� Bridge Rehab/Replace D New Bridge D Reroute with new
bridge
County Township Range Section ¼¼ ¼ GPS Coordinates: @E Lat.
Green Lake 14 N 13 ow 8 SW NE Long. Water Body Name Bridge
Name
'County Inventory Number
Tributary of the Grand River Bridge #3 Henke Funded Trail Name
QC Number (SNABS if appli1.able) Has this bridge site ever received
development or rehabilitation funds 33M orGLC 33 in the past? @Yes
Q No Year: 2002 $ Bridge is located on: @ Private property Old
Bridge/Culvert Size 25'L x12'W plus 15'xl 2' approach
0 Public property New Bridge/Culvert Size Landowner Where Bridge
is Located Telephone Number Length of Trail Use Agreement (5 year
Carlton O Sehley/ Del Monte Foods (920) 296-6031 IO years for the
bridge
minimum)
Current maximum load 12,000 lbs. 'Age of Bridge
'Bridge Material
Proposed maximum load lbs. 18 years steel substructure/wood deck
and railing Sponsoring Club Name Club Contact Markesan Sno Drifters
Daryl Zacharias
relephone Number
(920) 346-5439Do you have your trail bridges posted as to
maximum load?
@Yes Q No What is the weight of your puller & drag/grading
equipment?
25,400 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? 12,000
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?
@Yes O No QYes @No @Yes O No QYes @No
Have you contacted your local PNB 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
Present bridge was constructed in 2002. The deck planks are
showing serious signs of weakness from rotting. The bridge has 4-
18" "I" beams but our groomer tracks outside of two of those beams
and consequently broke the decking. We would like to move two "I"
beams out to be under the groomer weight and then redeck the entire
bridge, approaches and railings. The approaches presently have 4-
6x6 wood beams under the deck and we would like to replace those
with steel. We would like to add a fifth "I" beam to the center of
the main bridge.
NOTES
GENERAL NOTES:
1. THIS BRIDGE IS DESIGNED ON THE BASIS OF THE WISCONSIN
DEPARTMENT OF NATURAL RESOURCES'S BRIDGE GUIDELINES FOR NEW
AND REPLACEMENT SNOWMOBILE AND ALL-TERRAIN VEHICLE BRIDGES ,
PUBLICATION PUB-CF-005 DATED 2014, WITH THE FOLLOWING:
DESIGN LOADS:
DEAD LOAD ON DECKING = 8.9 PSF
DEAD LOAD SUPPORTED BY BRIDGE = 25.5 PSF
LIVE LOAD #1 ON ENTIRE DECK = 60.0 PSF
LIVE LOAD #2 ON ENTIRE DECK = 30.0 PSF
SNOW LOAD = 25.0 PSF
WIND LOAD = 90.0 MPH
VEHICLE LOAD = 25,000.0 PSF
LOAD COMBINATIONS:
LC#1 = DL + .75 (LL#1 + SL)
LC#2 = DL + .75 (LL#2 + SL + VL)
2. THE ENGINEER IS NOT RESPONSIBLE FOR CONSTRUCION MEANS OR
METHODS OR FOR SUPERVISION OF CONSTRUCTION.
3. ALL DIMENSIONS ARE TO BE CROSS CHECKED WITH EXISTING
FIELD
DIMENSIONS AND APPROVED SHOP DRAWINGS FOR THE VARIOUS
MATERIALS AND BUILDING COMPONENTS. ALL DIMENSIONAL
DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE
ENGINEER.
4. ALL WORK IS TO BE PERFORMED IN A SAFE AND WORKMAN LIKE
MANNER
IN COMPLIANCE WITH THE FEDERAL OCCUPATIONAL SAFETY AND
HEALTH
ACT (OSHA) AND ALL STATE OF WISCONSIN AND MILWAUKEE COUNTY,
WI
BUILDING CODES AND ZONING ORDINANCES AS THEY MAY PERTAIN TO
THIS
PROJECT.
SITE WORK:
1. THE CONTRACTOR IS TO VERIFY ALL CONDITIONS AT THE SITE,
PARTCULARLY THE LOCATION OF ANY UNDERGROUND UTILITIES BEFORE
EXCAVATION. ANY DISCREPANCES ARE TO BE BROUGHT TO THE
ATTENTION
OF THE ENGINEER.
2. THE FOUNDATION DESIGN IS BASED UPON AN ASSUMED NET SOIL
BEARING
CAPACITY OF 1,800 PSF.
3. THE BEARING ELEVATION OF THE BRIDGE SHALL BE SET BY THE
BRIDGE
OWNER AT AN ELEVATION SUCH THAT THE MINIMUM BOTTOM CHORD
ELEVATION OF THE BRIDGE SHALL BE AT LEAST 5.0' ABOVE ORDINARY
HIGH
WATER MARK, OR AS DETERMINED BY MILWAUKEE COUNTY DEPARTMENT
OF
PUBLIC WORKS OR THE WISCONSIN DNR.
STRUCTURAL STEEL:
1. ALL STRUCTURAL STEEL USED IN THE FABRICATION AND ERECTION
OF
THIS BRIDGE SHALL MEET ASTM A572/A992 GRADE 50 AND SHALL HAVE
A
MINIMUM YIELD STRENGTH OF 50,000 PSI.
2. FASTENERS USED IN THE FABRICATION AND ERECTION OF THIS
BRIDGE
SHALL MEET THE REQUIREMENTS OF THE FOLLOWING SPECIFICATIONS:
SAE
J429-GRADE 5, SAE J429-GRADE 8 AND ASTM A307-A FOR THEIR
RESPECTIVE
USES. FASTENERS AND CONNECTORS IN CONTACT WITH TREATED
LUMBER
SHALL BE HOT-DIP GALVANIZED. DECK SCREWS SHALL BE EVERCOTE #8 x
3"
DECK MATE SQUARE DRIVE BY PHILLIPS FASTENER PRODUCTS CO.
3. WELDING, WHEN REQUIRED, SHALL MEET THE REQUIRMENTS OF THE
AMERICAN WELDING SOCIETY'S STRUCTURAL WELDING CODE.
4. ALL STRUCTURAL STEEL SHALL BE PRIME PAINTED AFTER
FABRICATION
WITH A MINIMUM THICKNESS OF 1.4 MIL. OF SHERWIN WILLIAMS
TT-P-664
RUST INHIBITING AND LACQUER RESISTANT PRIMER.
5. ALL STRUCTURAL STEEL SHALL BE FINISHED PAINTED AFTER
FABRICATION, BUT PRIOR TO ASSEMBLY, WITH TWO (2) COATS OF
SHERWIN
WILLIAMS INDUSTRIAL ENAMEL, VOC-COMPLYING, OIL BASED PAINT IN
A
GLOSS FINISH. FOLLOW MANUFACTURER'S INSTRUCTIONS FOR SURFACE
PREPARATION, PRIME PAINTING AND FINISH PAINTING. COLOR TO BE
SELECTED BY THE OWNER FROM MANUFACTURER'S STANDARD COLOR.
DIMENSION LUMBER:
1. ALL STRUCTURAL DIMENSION LUMBER INSTALLED IN THIS PROJECT
SHALL
MEET THE REQUIREMENTS OF THE 2001 NATIONAL DESIGN
SPECIFCATION
FOR WOOD CONSTRUCTION (2001 NDS) AND SHALL BE STAMPED WITH A
MINIMUM EQUIVALENT GRADE OF 2400 MSR 2.0E06, SOUTHERN PINE
OR
SPRUCE-PINE-FIR SPECIES.
2. ALL WOOD USED IN THIS BRIDGE SHALL BE MICRONIZED COPER
AZOLE
(MCA) PRESERVATIVE TREATED TO A MINIMUM RETENTION OF 0.06
POUNDS
PER CUBIC FOOT FOR ABOVE GROUND LUMBER AND 0.16 POUNDS PER
CUBIC FOOT FOR LUMBER IN GROUND CONTACT, PER THE CHEMICAL
MANUFACTURER'S INSTRUCTIONS.
3. THE MOISTURE CONTENT OF ALL STRUCTURAL FRAMING LUMBER,
PLYWOOD AND FABRICATED WOOD PRODUCTS SHALL NOT EXCEED 19% AT
THE TIME OF INSTALLATION. JOBSITE STORAGE OF ALL WOOD
PRODUCTS
SHALL PROTECT WOOD MATERIALS FROM DAMAGE DUE TO THE
ELEMENTS.
NO WARPED LUMBER SHALL BE USED IN THE CONSTRUCTION OF THE
BRIDGE.
4. THE CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY BRACING
DURING HANDLING AND ERECTION OF THE BRIDGE.
5. THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF ALL
FINAL
BRACING, AS SHOWN ON THE SHOP DRAWINGS.
PLAN VIEW
SCALE: 1/4"=1'-0"S1
1
S12
ELEVATION
SCALE: 1/4"=1'-0"S1
2
S13
S14
S13
S14
SECTION @ 15' SIDE SPANS
SCALE: 1/2"=1'-0"S1
4
4" X 4" POSTS
2" X 4" RAILS
2" X 6"
2" X 6" RAILING CAP
2" X 10" TOE KICK
RAILING ELEVATION & SECTION
SCALE: 1/2"=1'-0"S1
5
RAILING POST BRACKET w/ (3)
3/8" x 4-1/2" HEX HEAD CAP
SCREWS, GRADE 5 w/ NUTS &
WASHERS
ANGLE BRACE BEHIND
@ 34-1/4" O.C. TYP.
5/16" x 5 1/8" RSS STRUCTURAL
SCREWS w/ WASHER BY FASTENAL
INTO 4x4 POST TYPICAL.
3 & 3A FOR BEAMS
SIDE VIEW END VIEW
2" X 6" CAP
4" X 4" POSTS
2" X 6" RAIL
2" X 10" TOE KICK
2" X 4" RAILS
5/16" x 4" RSS STRUCTURAL
SCREWS w/ WASHER BY FASTENAL
THRU RAIL INTO POST TYPICAL.
5/16" x 3 1/2" RSS STRUCTURAL
SCREWS w/ WASHER BY FASTENAL
INTO 2x6'S TYPICAL.
SECTION @ 30' BRIDGE SPAN
SCALE: 1/2"=1'-0"S1
3
2" X 2" X 1/4" ANGLE FRAME
TIES, SEE DETAIL 7/S1
4" X 4" POSTS
2" X 4" RAILS
2" X 6"
2" X 6" RAILING CAP
2" X 10" TOE KICK
4" x 1/4"x 15-3/4" PLATE @ EACH
RAILING POST, WELD PLATE TO
TOP & BOTTOM BEAM FLANGES
SEE 8/S2.
W16x26 BEAMS
@ 30' SPAN TYP.
2" X 2" X 1/4" ANGLE FRAME
TIES, SEE DETAIL 7/S1
4" x 1/4"x 13-1/2" PLATE @ EACH
RAILING POST, WELD PLATE TO
TOP & BOTTOM BEAM FLANGES
SEE 8/S2.
BOLT 1ST LAYER OF 2x10 DECKING TO TOP FLANGES OF
BEAMS w/ (2) 1/2" DIA. x 2 1/2" GALVANIZED CARRIAGE
BOLTS AT EACH BEAM. THEN OFF-SET THE SECOND
LAYER OF 2X10 DECKING & SCREW TO FIRST LAYER
USING 5/16" x 2-3/4" GRK STRUCTURAL SCREWS.
W16x26 BEAMS
@ 12' SPAN TYP.
BOLT 1ST LAYER 2x10 DECKING TO TOP FLANGES
OF BEAMS w/ (2) 1/2" DIA. x 2 1/2" GALVANIZED
CARRIAGE BOLTS @ EACH BEAM. THEN OFF-SET
THE 2ND LAYER OF 2X10 DECKING & SCREW TO
FIRST LAYER USING 5/16" x 2-3/4" GRK
STRUCTURAL SCREWS.
BOLT 1ST LAYER OF 2x10 DECKING TO TOP FLANGES OF
BEAMS w/ (2) 1/2" DIA. x 2 1/2" GALVANIZED CARRIAGE
BOLTS AT EACH BEAM. THEN OFF-SET THE SECOND
LAYER OF 2X10 DECKING & SCREW TO FIRST LAYER
USING 5/16" x 2-3/4" GRK STRUCTURAL SCREWS.
24" BEARING PAN PLAN & END VIEWS
SCALE: 1/2"=1'-0"S1
6
4"x3 1/2"x 1/4" FRAMING ANGLES
AROUND EACH PAN SECTION
GALVANIZED METAL BEARING PANS
COVERED BY U.S. PATENT #6,421,863
GALV. PIPE ONE EACH SIDE
SCALE: 3" = 1'-0"
S1
9 BEAM CLAMP
SCALE: 3" = 1'-0"
S1
7 LATERAL BRACES / FRAME TIES
BEAM CLAMP LAYOUT
SCALE: 1/2"=1'-0"S1
8
GALVANIZED METAL BEARING PANS
COVERED BY U.S. PATENT #6,421,863
CONNECTION PLATES
SCALE: 1"=1'-0"
S1
10
HANDRAIL POST PLATES
SCALE: 1"=1'-0"
S1
11
SECTION FACE
S1
Trai
l Bri
dges
Stee
l Fab
rica
ting
& F
inis
hing
606
Del
co D
rive
P.O
. Box
279
Clin
ton,
Wis
onsi
n 53
525
Phon
e= 6
08-6
76-2
282
Fax=
608
-676
-228
3
30
' B
RID
GE
w
/ (2
) 1
5' S
ID
E S
PA
NS
OV
ER
R
YA
N C
RE
EK
MIL
WA
UK
EE
C
OU
NT
Y P
AR
KS
NO. DESCRIPTION DATE BY
All documents prepared or furnished by the Engineer are
instruments of
the Engineer's professional service prepared specifically for
this project.
Any reuse or modification of any such documents without the
Engineer's
WI. REG.: 15489
EXP. DATE: 07/31/2020
SEAL: JAMES F. HEIDT, PE
JAM
ES F
. HEI
DT,
PE,
LLC
CIV
IL &
STR
UC
TURA
L EN
GIN
EERI
NG
2543
LA
UN
DA
LE D
R.,
BEL
OIT
, WIS
CO
NSI
N 5
3511
PH
ON
E: 608-365-9750 C
ELL: 608-931-7184 F
AX
: 608-365-0751 E
-M
AIL: JH
EID
T2543@
AO
L.C
OM
