WRP036281-MDNR Bear Trap crossing.pdf
PDF 4 MB Posted
- Solicitation number
- RFQ - 171 - 230000000313
- Issued by
- Ionia County, Michigan
About this file
This document is a permit issued by the Michigan Department of Environment, Great Lakes, and Energy (EGLE) for a stream crossing construction project in Munising Township, Michigan. The permit authorizes the removal of an existing timber bridge and replacement with a new 38-foot-long, 16-foot-wide, 4.9-foot-rise timber bridge over Stoney Creek. The project includes new abutments, wingwalls, and limited riprap placement. The permit is valid for five years, expiring on January 17, 2028.
The contract opportunity is for the Beartrap Stream Crossing project in Munising Township, Michigan, with the Michigan Department of Natural Resources as the project owner. The project involves bridge replacement, with bidding documents provided. No online questions are accepted, and all questions should be emailed to the project manager. Bids must be uploaded to the SIGMA VSS system by the 2:00 PM deadline on the due date. The project is located in Ionia County, Michigan.
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Text version
This notice must be displayed at the site of work.
Laminating this notice or utilizing sheet protectors is recommended.
Please refer to the above permit number with any questions or concerns.
NOTICE OF AUTHORIZATION
Permit Number: WRP036281 v. 1 Date Issued: January 17, 2023 Site Name: 07-MDNR Bear Trap crossing-Munising Twp Expiration Date: January 17, 2028
The Michigan Department of Environment, Great Lakes, and Energy (EGLE), Water Resources Division, P.O. Box 30458, Lansing, Michigan 48909-7958, under provisions of the Natural Resources and Environmental Protection Act, 1994 PA 451, as amended; specifically:
Part 31, Floodplain Regulatory Authority of the Water Resources Protection.
Part 301, Inland Lakes and Streams.
Part 303, Wetlands Protection.
Part 315, Dam Safety.
Part 323, Shorelands Protection and Management.
Part 325, Great Lakes Submerged Lands.
Part 353, Sand Dunes Protection and Management.
Authorized activity:
Remove an existing timber bridge and abutments, and replace with new 38-foot-long by 16-foot-wide by 4.9-foot-rise timber bridge. The lowest bottom beam shall be set at a minimum of 834.5 feet N.A.V.Datum of 1988. New abutments and wingwalls will be placed and filled with excavated material from bridge removal. Additional 41 cubic yards of fill is authorized if needed for abutment backfill. Riprap shall be limited to the minimum necessary to ensure proper stabilization in the immediate vicinity of the structure; not to extend upstream or downstream of the structure more than 25 feet. The proposed replacement bridge lowers the 100-year flood stage approximately 1 foot from existing stages and results in a net floodplain cut of 5 cubic yards.
Waterbody Affected: Stoney Creek Property Location: Alger County, Munising Township, T46N R17W Section 08
Permittee:
Steve Krzesicki PO Box 30257 Lansing, MI 48909
Cassie Abrams Marquette District Office Water Resources Division 906-869-0745
EGLE
WRP036281 v1.0
Approved Issued On:01/17/2023
Expires On:01/17/2028
MICHIGAN DEPARTMENT OF ENVIRONMENT, GREAT LAKES, AND ENERGY
WATER RESOURCES DIVISION
PERMIT
Issued To:
Steve Krzesicki PO Box 30257 Lansing, MI 48909
Permit No: WRP036281 v.1 Submission No.: HPP-6C1P-33TFK Site Name: 07-MDNR Bear Trap crossing-Munising Twp Issued: January 17, 2023 Expires: January 17, 2028
This permit is being issued by the Michigan Department of Environment, Great Lakes, and Energy (EGLE), Water Resources Division, under the provisions of the Natural Resources and Environmental Protection Act, 1994 PA 451, as amended (NREPA); specifically:
Part 301, Inland Lakes and Streams Part 323, Shorelands Protection and Management Part 303, Wetlands Protection Part 325, Great Lakes Submerged Lands Part 315, Dam Safety Part 353, Sand Dunes Protection and Management Part 31, Water Resources Protection (Floodplain Regulatory Authority)
EGLE certifies that the activities authorized under this permit are in compliance with the State Coastal Zone Management Program and certifies without conditions under the Federal Clean Water Act, Section 401 that the discharge from the activities authorized under this permit will comply with Michigan’s water quality requirements in Part 31, Water Resources Protection, of the NREPA and associated administrative rules, where applicable.
Permission is hereby granted, based on permittee assurance of adherence to State of Michigan requirements and permit conditions, to:
Authorized Activity:
Remove an existing timber bridge and abutments, and replace with new 38-foot-long by 16-foot-wide by 4.9-foot-rise timber bridge. The lowest bottom beam shall be set at a minimum of 834.5 feet N.A.V.Datum of 1988. New abutments and wingwalls will be placed and filled with excavated material from bridge removal. Additional 41 cubic yards of fill is authorized if needed for abutment backfill. Riprap shall be limited to the minimum necessary to ensure proper stabilization in the immediate vicinity of the structure; not to extend upstream or downstream of the structure more than 25 feet. The proposed replacement bridge lowers the 100-year flood stage approximately 1 foot from existing stages and results in a net floodplain cut of 5 cubic yards.
All work shall be completed in accordance with the attached plans and the terms and conditions of this permit.
Waterbody Affected: Stoney Creek Property Location: Alger County, Munising Township, T46N R17W Section 08
EGLE
WRP036281 v1.0
Approved
Steve Krzesicki 2 WRP036281 v.1
Authority granted by this permit is subject to the following limitations:
A. Initiation of any work on the permitted project confirms the permittee's acceptance and agreement to comply with all terms and conditions of this permit.
B. The permittee, in exercising the authority granted by this permit, shall not cause unlawful pollution as defined by Part 31 of the NREPA.
C. This permit shall be kept at the site of the work and available for inspection at all times during the duration of the project or until its date of expiration.
D. All work shall be completed in accordance with the approved plans and specifications submitted with the application and/or plans and specifications attached to this permit.
E. No attempt shall be made by the permittee to forbid the full and free use by the public of public waters at or adjacent to the structure or work approved.
F. It is made a requirement of this permit that the permittee give notice to public utilities in accordance with
2013 PA 174 (Act 174) and comply with each of the requirements of Act 174.
G. This permit does not convey property rights in either real estate or material, nor does it authorize any injury to private property or invasion of public or private rights, nor does it waive the necessity of seeking federal assent, all local permits, or complying with other state statutes.
H. This permit does not prejudice or limit the right of a riparian owner or other person to institute proceedings in any circuit court of this state when necessary to protect his rights.
I. This permit shall not be assigned or transferred without the written approval of EGLE.
J. Failure to comply with conditions of this permit may subject the permittee to revocation of permit and criminal and/or civil action as cited by the specific state act, federal act, and/or rule under which this permit is granted.
K. All dredged or excavated materials shall be disposed of in an upland site (outside of floodplains, unless exempt under Part 31 of the NREPA, and wetlands).
L. In issuing this permit, EGLE has relied on the information and data that the permittee has provided in connection with the submitted application for permit. If, subsequent to the issuance of a permit, such information and data prove to be false, incomplete, or inaccurate, EGLE may modify, revoke, or suspend the permit, in whole or in part, in accordance with the new information.
M. The permittee shall indemnify and hold harmless the State of Michigan and its departments, agencies, officials, employees, agents, and representatives for any and all claims or causes of action arising from acts or omissions of the permittee, or employees, agents, or representative of the permittee, undertaken in connection with this permit. The permittee's obligation to indemnify the State of Michigan applies only if the state: (1) provides the permittee or its designated representative written notice of the claim or cause of action within 30 days after it is received by the state, and (2) consents to the permittee's participation in the proceeding on the claim or cause of action. It does not apply to contested case proceedings under the Administrative Procedures Act, 1969 PA 306, as amended, challenging the permit. This permit shall not be construed as an indemnity by the State of Michigan for the benefit of the permittee or any other person.
N. Noncompliance with these terms and conditions and/or the initiation of other regulated activities not specifically authorized shall be cause for the modification, suspension, or revocation of this permit, in whole or in part. Further, EGLE may initiate criminal and/or civil proceedings as may be deemed necessary to correct project deficiencies, protect natural resource values, and secure compliance with statutes.
O. If any change or deviation from the permitted activity becomes necessary, the permittee shall request, in writing, a revision of the permitted activity from EGLE. Such revision request shall include complete documentation supporting the modification and revised plans detailing the proposed modification.
Proposed modifications must be approved, in writing, by EGLE prior to being implemented.
P. This permit may be transferred to another person upon written approval of EGLE. The permittee must submit a written request to EGLE to transfer the permit to the new owner. The new owner must also submit a written request to EGLE to accept transfer. The new owner must agree, in writing, to accept all conditions of the permit. A single letter signed by both parties that includes all the above information may be provided to EGLE. EGLE will review the request and, if approved, will provide written notification to the new owner.
Q. Prior to initiating permitted construction, the permittee is required to provide a copy of the permit to the contractor(s) for review. The property owner, contractor(s), and any agent involved in exercising the permit
EGLE
WRP036281 v1.0
Approved
Steve Krzesicki 3 WRP036281 v.1 are held responsible to ensure that the project is constructed in accordance with all drawings and specifications. The contractor is required to provide a copy of the permit to all subcontractors doing work authorized by the permit.
R. Construction must be undertaken and completed during the dry period of the wetland. If the area does not dry out, construction shall be done on equipment mats to prevent compaction of the soil.
S. Authority granted by this permit does not waive permit requirements under Part 91, Soil Erosion and Sedimentation Control, of the NREPA, or the need to acquire applicable permits from the County Enforcing Agent (CEA).
T. Authority granted by this permit does not waive permit requirements under the authority of Part 305, Natural Rivers, of the NREPA. A Natural Rivers Zoning Permit may be required for construction, land alteration, streambank stabilization, or vegetation removal along or near a natural river.
U. The permittee is cautioned that grade changes resulting in increased runoff onto adjacent property is subject to civil damage litigation.
V. Unless specifically stated in this permit, construction pads, haul roads, temporary structures, or other structural appurtenances to be placed in a wetland or on bottomland of the water body are not authorized and shall not be constructed unless authorized by a separate permit or permit revision granted in accordance with the applicable law.
W. For projects with potential impacts to fish spawning or migration, no work shall occur within fish spawning or migration timelines (i.e., windows) unless otherwise approved in writing by the Michigan Department of Natural Resources, Fisheries Division.
X. Work to be done under authority of this permit is further subject to the following special instructions and specifications:
1. Authority granted by this permit does not waive permit or program requirements under Part 91 of the
NREPA or the need to acquire applicable permits from the CEA. To locate the Soil Erosion Program Administrator for your county, visit https://www.michigan.gov/egle/about/organization/water-resources/soil-erosion/sesc-overview and select “Soil Erosion and Sedimentation Control Agencies”.
2. The authority to conduct the activity as authorized by this permit is granted solely under the provisions of the governing act as identified above. This permit does not convey, provide, or otherwise imply approval of any other governing act, ordinance, or regulation, nor does it waive the permittee's obligation to acquire any local, county, state, or federal approval or authorization necessary to conduct the activity.
3. No fill, excess soil, or other material shall be placed in any wetland, floodplain, or surface water area not specifically authorized by this permit, its plans, and specifications.
4. This permit does not authorize or sanction work that has been completed in violation of applicable federal, state, or local statutes.
5. The road fill side slopes shall not be steeper than 1-on-2 (1 vertical to 2 horizontal) except where headwalls of reinforced concrete, mortar masonry, dry masonry, or other acceptable methods are used.
6. Road fill side slopes terminating in the stream and any raw streambanks resulting from the construction, shall be stabilized with temporary measures in accordance with appropriate Best Management Practices based on site conditions, and if necessary, may be riprapped placed on top of geotextile fabric extending above the ordinary high water mark, before or upon commencement of the permitted activity. Temporary stabilization measures shall be maintained until permanent measures are in place.
7. All other road fill slopes, ditches, and other raw areas draining directly to the stream may be protected with riprap placed on top of geotextile fabric, sod and/or seed and mulch as may be necessary to provide effective erosion protection.
8. The placement of riprap shall be limited to the minimum necessary to ensure proper stabilization of the side slopes and fill in the immediate vicinity of the structure.
9. If the project, or any portion of the project, is stopped and lies incomplete for any length of time (other than that encountered in a normal work week) every precaution shall be taken to protect the incomplete work from erosion, including the placement of temporary gravel bag riprap, temporary seeding and mulching, or other acceptable temporary protection.
EGLE
WRP036281 v1.0
Approved Issued On:01/17/2023
Expires On:01/17/2028 https://www.michigan.gov/egle/about/organization/water-resources/soil-erosion/sesc-overview https://www.michigan.gov/egle/about/organization/water-resources/soil-erosion/sesc-overview
Steve Krzesicki 4 WRP036281 v.1
10. No work shall be done in the stream during periods of above-normal flows except as necessary to prevent erosion.
11. The design flood or 1% annual chance (100-year) floodplain elevation at this location on Stoney Creek is approximately 833.9 feet NAVD-88 under proposed conditions.
12. Any other filling, grading, or construction within the 100-year floodplain will require a separate EGLE permit before starting the work.
13. No fill, excess soil, or other material shall be placed in the 100-year floodplain, any wetland or surface water area not specifically authorized by this permit, its plans, and specifications.
14. The structure(s) shall be firmly anchored to prevent flotation or lateral movement.
15. The permittee is cautioned that grade changes resulting in increased runoff onto adjacent property is subject to civil damage litigation.
16. Fill shall not be placed to prevent surface water drainage across the site. Site runoff shall be directed to public or natural drainage ways and not unnaturally discharged onto adjacent properties.
17. The permit placard shall be kept posted at the work site in a prominent location at all times for the duration of the project or until permit expiration.
18. This permit is being issued for the maximum time allowed and no extensions of this permit will be granted. Initiation of the construction work authorized by this permit indicates the permittee's acceptance of this condition. The permit, when signed by EGLE, will be for a five-year period beginning on the date of issuance. If the project is not completed by the expiration date, a new permit must be sought.
Issued By:
Cassie Abrams Marquette District Office Water Resources Division 906-869-0745
THIS PERMIT MUST BE SIGNED BY THE PERMITTEE TO BE VALID.
I hereby assure that I have read, am familiar with, and agree to adhere to the terms and conditions of this permit.
Permittee Signature Date cc: Aaron Janke, UPEA Inc.
Munising Township Clerk Alger County Clerk Alger County CEA
EGLE
WRP036281 v1.0
Approved
PROJECT LOCATION
ALGER COUNTY
MICHIGAN DEPT. OF TECHNOLOGY, MANAGEMENT & BUDGET
BEARTRAP STREAM CROSSING
MUNISING TOWNSHIP, MICHIGAN
FILE NO.: 751/19232.ABG
GENERAL PLAN AND PROFILE
INDEX OF SHEETS
C101
NUMBER SHEET NAME
CONTACT LIST:
DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET
STATE OF MICHIGAN
ADAM P. LACH, RA, DIRECTOR
FACILITIES AND BUSINESS SERVICES ADMINISTRATION
DESIGN AND CONSTRUCTION DIVISION
FILE NO.: 751/19232.ABG
PROJECT TITLE SHEETG100
ALGER COUNTY ROAD VICINITY MAP
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BRIDGE DETAILSC501
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GENERAL NOTES:
SECTION 8 T46N, R17W
PROJECT LOCATION
ALGER COUNTY
EGLE
WRP036281 v1.0
Approved Issued On:01/17/2023
Expires On:01/17/2028
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AutoCAD SHX Text PROFESSIONAL SERVICE CONTRACTOR JEREMY GAGNON PROJECT MANAGER U.P. ENGINEERS & ARCHITECTS, INC 707 ASHMUN STREET SAULT STE. MARIE, MICHIGAN 49783 (906) 635-0511 JGAGNON@UPEA.COM
AutoCAD SHX Text DTMB PROJECT DIRECTOR ALAN B. GOSCHKA MICHIGAN DEPARTMENT OF TECHNOLOGY, MANAGEMENT & BUDGET
AutoCAD SHX Text MDNR BEARTRAP STREAM CROSSING PETER COSTA MICHIGAN DEPARTMENT OF NATURAL RESOURCES
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NO SCALE
AutoCAD SHX Text EXCEPT WHERE OTHERWISE INDICATED ON THESE PLANS OR IN THE PROPOSAL AND SPECIFICATIONS CONTAINED HEREIN, ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE CURRENT MICHIGAN DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION. IN THE CASE OF TECHNICAL SPECIFICATION CONFLICTS, THE MDOT STANDARDS SPECIFICATIONS FOR CONSTRUCTION OVERRIDES UNLESS AUTHORIZED BY ENGINEER. THE PROP. IMPROVEMENTS COVERED BY THESE PLANS ARE IN ACCORDANCE WITH AASHTO: A POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND STREETS, 2004. THE EXISTING STRUCTURE SHALL BE CHECKED AT THE TIME OF STARTING CONSTRUCTION TO SEE THAT ITS RELATIONSHIP TO THE PROP. WORK IS AS SHOWN ON THESE PLANS AND ANY DIFFERENCES REQUIRING CHANGES IN THE NEW WORK SHALL BE REPORTED TO THE PROJECT ENGINEER. CONTRACTOR SHALL FIELD VERIFY ALL QUANTITIES. DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED. THE WORK COVERED BY THESE PLANS INCLUDES EXCAVATION, CONSTRUCTION OF PROP. PRE-ENGINEERED BRIDGE AND FOOTING SYSTEM, PLACING STRUCTURE BACKFILL, SLOPE PROTECTION, CONSTRUCTION OF APPROACHES TO THE LIMITS SHOWN, REMOVAL OF EXISTING CULVERT, AND PLACING RIP RAP. THE STATIONING AS SHOWN ON THESE PLANS FOR THE INTERSECTION OF THE CENTERLINE OF THE BRIDGE AND TRAIL CENTERLINE IS BELIEVED TO BE CORRECT. IT SHALL, HOWEVER, BE CHECKED AT THE TIME OF STARTING CONSTRUCTION, AND IF THE STATIONING SHOWN ON THE PLANS IS INCORRECT, IT SHALL BE REPORTED TO THE ENGINEER. CONTRACTOR SHALL COORDINATE ALL OF THEIR WORK AND THE UTILITY COMPANIES RELOCATION WORK AT NO ADDITIONAL COST TO THE PROJECT. FOR PROTECTION OF UNDERGROUND UTILITIES AND IN CONFORMANCE WITH PUBLIC ACT 74, THE CONTRACTOR SHALL DIAL "811" A MINIMUM OF THREE FULL WORKING DAYS, EXCLUDING SATURDAYS, SUNDAYS AND HOLIDAYS PRIOR TO BEGINNING EACH EXCAVATION IN AREAS WHERE PUBLIC UTILITIES HAVE NOT BEEN PREVIOUSLY LOCATED. MEMBERS WILL THUS BE ROUTINELY NOTIFIED. THIS DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF NOTIFYING UTILITY OWNERS WHO MAY NOT BE A PART OF THE "MISS DIG" ALERT SYSTEM. WHERE THE FOLLOWING ITEMS ARE CALLED FOR ON THE PLANS, THEY ARE TO BE CONSTRUCTED ACCORDING TO THE STANDARD PLANS OR SPECIAL DETAILS GIVEN OPPOSITE EACH ITEM UNLESS OTHERWISE INDICATED. CONTRACTOR TO PROVIDE BRIDGE OUT ROAD CLOSED SIGNAGE DURING CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE FEDERAL, STATE, LOCAL AND TRIBAL LAWS. CONTRACTOR REQUIRED TO PROVIDE A CROSSING STRUCTURE THAT CAN HANDLE HS-25 LOADING UNDER THE PROP. DESIGN AND A CLEARANCE WIDTH OF 14' ACCESS ROADS TO PROJECT USED BY THE CONTRACTOR SHALL BE MAINTAINED AND REPAIRED TO EXISTING OR BETTER CONDITION. CONTRACTOR SHALL PROVIDE VIDEO DOCUMENTATION OF EXISTING CONDITIONS AND PROVIDE TO ENGINEER PRIOR TO START OF THE CONTRACT WORK..
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GENERAL NOTES:
A2 GENERAL PROFILE
C2 GENERAL PLAN OF SITE
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WRP036281 v1.0
Approved Issued On:01/17/2023
Expires On:01/17/2028
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P.O.B. STA. 1+00
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P.O.E. STA. 3+40
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WATER EL.=832.75
AutoCAD SHX Text 5-24-2019
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EXISTING GRADE
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PROP. GRADE
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PROP. PRE-ENGINEERED WOOD PILE FOOTING SYSTEM (SEE SUBMITTAL REQUIREMENTS)
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Q100 EL.=833.93
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PROP. PLAIN RIPRAP AND GEOTEXTILE FABRIC (TYP.)
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BRIDGE
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STA. 2+26
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TOE IN RIPRAP PER DETAIL
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PROPOSED ROAD APPROACHES PER DETAIL C3/C502
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FILL/EXCAVATE AS NEEDED TO PROVIDE FOR SUBBASE ELEVATION
AutoCAD SHX Text GRADE AND BLEND TO MEET EXISTING GRADE WITHIN 25 FT TRAIL TRANSITION SHOWN ON PLAN (TYP. BOTH ENDS)
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( IN FEET )
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GRAPHIC SCALE
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SILT FENCE
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EXISTING TREE LINE
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EXISTING EDGE OF TRAIL
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EXISTING CENTERLINE
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BENCH MARK
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CONTROL POINT
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SOIL BORING
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SB-1
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SCALE:
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HORIZ.:
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VERT.:
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AutoCAD SHX Text 1" = 5'
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SCALE: 1" = 20'
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%%USITE DEMOLITION NOTES:
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EDGE OF WATER
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1. ALL REMOVED MATERIALS FROM THE SITE BECOME THE PROPERTY OF THE CONTRACTOR WITH EXCEPTION TO THOSE MATERIALS CLAIMED BY A UTILITY'S RESPECTIVE UTILITY COMPANY OR OWNER. 2. ALL REMOVALS AND TRANSPORTATION OF THE REMOVED ITEMS SHALL BE DONE IN ALL REMOVALS AND TRANSPORTATION OF THE REMOVED ITEMS SHALL BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS AND ALL LOCAL, STATE, AND FEDERAL LAWS. 3. REMOVALS SHALL BE COMPLETED TO DESCRIBED LIMITS AND ARE TO BE INCLUDED REMOVALS SHALL BE COMPLETED TO DESCRIBED LIMITS AND ARE TO BE INCLUDED IN THE LUMP SUM CONTRACT. 4. CONTRACTOR SHALL PROVIDE CONSTRUCTION STAKING/LAYOUT. CONTRACTOR SHALL PROVIDE CONSTRUCTION STAKING/LAYOUT. 5. ALL PERMITS ARE THE RESPONSIBILITY OF THE CONTRACTOR. ALL PERMITS ARE THE RESPONSIBILITY OF THE CONTRACTOR. 6. PROPERTY BOUNDARIES ARE FOR REPRESENTATION PURPOSES ONLY AND MUST BE PROPERTY BOUNDARIES ARE FOR REPRESENTATION PURPOSES ONLY AND MUST BE VERIFIED BY THE CONTRACTOR. 7. SITE WILL REQUIRE CLEARING, STRIPPING OF MUCK AND UNSUITABLE SOILS PRIOR SITE WILL REQUIRE CLEARING, STRIPPING OF MUCK AND UNSUITABLE SOILS PRIOR TO FILLING AND CONSTRUCTION.
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DRAINAGE AREA DETERMINED BY EGLE = 5.60 SQUARE MILES
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AT SURFACE
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UPSTREAM FACE
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OF STRUCTURE
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WATER ELEVATION
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DISCHARGE
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CUBIC FT/SEC
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50-YEAR
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100-YEAR
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FLOOD
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DATA
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(FEET)
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CHANGE IN
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UPSTREAM
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(FEET)
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WATER SURFACE
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ELEVATION FROM
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FACE OF STRUCTURE
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WATER ELEVATION
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UPSTREAM FACE
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OF STRUCTURE
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AT SURFACE
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(FEET)
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FT/S
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VELOCITY IN
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DOWNSTREAM
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CHANNEL IN
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FT/S
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CHANNEL IN
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DOWNSTREAM
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VELOCITY IN
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SQUARE FEET
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BELOW W.S.
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PROVIDED IN
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WATERWAY AREA
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NOTE: ELEVATIONS ARE ALL FROM LOCAL DATUM
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AutoCAD SHX Text 834.94
AutoCAD SHX Text 834.23
AutoCAD SHX Text 3.21
AutoCAD SHX Text 2.87
AutoCAD SHX Text 833.93
AutoCAD SHX Text 833.65
AutoCAD SHX Text 2.29
AutoCAD SHX Text 1.96
AutoCAD SHX Text 132.55
AutoCAD SHX Text 123.26
AutoCAD SHX Text -1.01
AutoCAD SHX Text -0.58
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1. THE CONTRACTOR SHALL LOCATE ALL ACTIVE UNDERGROUND UTILITIES PRIOR TO THE CONTRACTOR SHALL LOCATE ALL ACTIVE UNDERGROUND UTILITIES PRIOR TO STARTING WORK AND SHALL CONDUCT HIS OPERATIONS IN SUCH A MANNER AS TO INSURE THAT THOSE UTILITIES NOT REQUIRING RELOCATION WILL NOT BE DISTURBED. 2. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES FOR TEMPORARY AND CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES FOR TEMPORARY AND PERMANENT RELOCATIONS FOR CONSTRUCTION OPERATIONS SUCH THAT UTILITIES DO NOT INTERFERE WITH THE TEMPORARY OR PERMANENT WORK TO BE COMPLETED. 3. WATER LEVEL IS SUBJECT TO CHANGE. THE CONTRACTOR IS RESPONSIBLE FOR WATER LEVEL IS SUBJECT TO CHANGE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATION OF WATER LEVELS THAT WILL EXIST DURING CONSTRUCTION. 4. MEASURES SHALL BE TAKEN TO PREVENT DEBRIS FROM FALLING FROM THE EXISTING MEASURES SHALL BE TAKEN TO PREVENT DEBRIS FROM FALLING FROM THE EXISTING OR PROP. STRUCTURE. IF DEBRIS FALLS INTO THE WATERWAY IT SHALL BE REMOVED WITHIN 24 HOURS. SINCE DISTURBANCE OF THE WATERWAY BOTTOM MAY BE AS HARMFUL AS THE DEBRIS ITSELF, THE PREVENTIVE MEASURES MUST BE MADE AS EFFECTIVE AS POSSIBLE. 5. DATUM IS A LOCAL DATUM DATUM IS A LOCAL DATUM 6. SEDIMENTATION AND SOIL EROSION CONTROL REQUIRED FOR THE PROJECT SHALL BE SEDIMENTATION AND SOIL EROSION CONTROL REQUIRED FOR THE PROJECT SHALL BE IN ACCORDANCE WITH THE "MICHIGAN SOIL AND SEDIMENTATION CONTROL PART 91 OF PA 451, 1994, AND MDOT SECTION 208 STANDARD SPECIFICATIONS FOR CONSTRUCTION, (2012 EDITION). ALL ITEMS REQUIRED FOR SOIL EROSION CONTROL OF THIS PROJECT ARE INCLUDED IN PROJECT. SOIL EROSION CONTROL PLAN IS THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE SUBMITTED FOR AGENCY APPROVAL 7. PROP. WORK SHALL BE COMPLETED UNDER DRY CONDITIONS. CONTRACTOR TO PROP. WORK SHALL BE COMPLETED UNDER DRY CONDITIONS. CONTRACTOR TO PROVIDE FLUME OR BYPASS PUMPING AND ALL DE-WATERING OF AREA AS NECESSARY TO FINISH THE WORK. TYPICAL BMPS SUCH AS FILTER BAGS, CHECK DAMS, AND SEDIMENTATION BASINS - ETC. BEYOND DEPICTED SILT FENCING SHALL BE INCLUDED AS REQUIRED TO OBTAIN REQUIRED SESC PERMITS. CONTRACTOR TO PROVIDE PLAN FOR DEWATERING AT PRE-CONSTRUCTION MEETING. 8. CONTRACTOR SHALL BE REQUIRED TO REMOVE ALL TREES AND STUMPS WITHIN THE CONTRACTOR SHALL BE REQUIRED TO REMOVE ALL TREES AND STUMPS WITHIN THE SLOPE STAKE LINES REGARDLESS OF SIZE. TREE AND STUMP REMOVAL SHALL BE INCLUDED IN CONTRACTOR'S PRICE. MATERIALS CAN BE DISPOSED OF WITHIN THE CLEAR CUT AREA UTILIZED FOR STAGING. MATERIALS DISPOSED OF IN SUCH A MANNER WILL BE DISPERSED AROUND THE AREA AND STUMPS SHALL BE PLACED ROOTS DOWN. ALL TREE REMOVAL MUST BE APPROVED BY DNR. 9. IMMEDIATELY AFTER THE CONSTRUCTION IS COMPLETED, SLOPE PROTECTION AND IMMEDIATELY AFTER THE CONSTRUCTION IS COMPLETED, SLOPE PROTECTION AND SEEDING OR SODDING SHALL BE PLACED ON ADJACENT EMBANKMENT SLOPES. 10. THE WATER SURFACE ELEVATIONS SHOWN ON THE HYDRAULIC TABLE ARE TO BE THE WATER SURFACE ELEVATIONS SHOWN ON THE HYDRAULIC TABLE ARE TO BE USED FOR COMPARISON PURPOSES ONLY AND ARE NOT TO BE USED FOR ESTABLISHING A REGULATORY FLOODPLAIN. THE ELEVATIONS MAY BE USED, PROVIDED THEY ARE VERIFIED WITH THE LAND AND WATER MANAGEMENT DIVISION, MICHIGAN DEPARTMENT OF ENVIRONMENTAL, GREAT LAKES AND ENERGY. 11. TRAFFIC DOES NOT NEED TO BE MAINTAINED; DURING REMOVAL AND INSTALLATION OF TRAFFIC DOES NOT NEED TO BE MAINTAINED; DURING REMOVAL AND INSTALLATION OF PROP. BRIDGE AND GRADING. CONTRACTOR TO PROVIDE ADVANCED WARNING SIGNAGE THAT BRIDGE IS OUT ON TRAIL AND AT INTERSECTIONS FROM EACH DIRECTION OF THE CROSSING. SIGNAGE TO CONFORM TO MDOT CURRENT STANDARD SPECIFICATIONS FOR CONSTRUCTION AND APPLICABLE STANDARD DETAILS. MINIMUM OF 4 TYPE III BARRICADES (LIGHTED) WILL BE UTILIZED ON EACH SIDE OF STRUCTURE LOCATED NEAR CONSTRUCTION LIMITS. EXISTING ACCESS ROADS TO PROJECT SITE MUST BE RETURNED TO EXISTING OR BETTER CONDITION AFTER CONSTRUCTION COMPLETION. 12. ANY ADDITIONAL CLEARING OUTSIDE OF THE GRADING LIMITS MUST BE APPROVED ANY ADDITIONAL CLEARING OUTSIDE OF THE GRADING LIMITS MUST BE APPROVED IN ADVANCE BY ENGINEER. 13. STAGING AREA SHALL BE AGREED UPON PRIOR TO THE START OF CONSTRUCTION STAGING AREA SHALL BE AGREED UPON PRIOR TO THE START OF CONSTRUCTION WITH WRITTEN APPROVAL FROM THE ENGINEER, CONTRACTOR MAY UTILIZE TRAIL SHOULDERS AND AREAS BEHIND PROP. BARRICADES. ALL AREAS DISTURBED BY THE CONTRACTOR SHALL BE RESTORED WITH TOPSOIL, SEED, MULCH AND FERTILIZER AS REQUIRED TO RETURN IT TO EQUAL OR BETTER CONDITION TO EXISTING. SILT FENCE WILL BE REQUIRED AROUND STAGING AREA IF UTILIZED. 14. ALL GEOTEXTILE FABRIC @ RIPRAP AND STONES IS TO BE MIRAFI 500X OR ALL GEOTEXTILE FABRIC @ RIPRAP AND STONES IS TO BE MIRAFI 500X OR APPROVED EQUAL 15. ALL SURFACE AREA DISTURBED BY THE CONSTRUCTION SHALL BE SUBJECT TO ALL SURFACE AREA DISTURBED BY THE CONSTRUCTION SHALL BE SUBJECT TO RESTORATION AND STABILIZATION, INCLUDING BUT NOT LIMITED TO 4" TOPSOIL, SEED, MULCH AND FERTILIZER. 16. ALL PROPOSED BMP'S MUST ADHERE TO THE STATE OF MICHIGAN EAGLE BMP ALL PROPOSED BMP'S MUST ADHERE TO THE STATE OF MICHIGAN EAGLE BMP GUIDELINES FOR INSTALLATION AND MAINTENANCE
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PROJECT LIMITS
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PROJECT LIMITS
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PROP. EDGE OF GRAVEL
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PROP. CONSTRUCTION
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EDGE OF WATER
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FLOW DIRECTION
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PROP. AGGREGATE SURFACE COURSE
AutoCAD SHX Text PROP. PRE-ENGINEERED WOOD BEAM BRIDGE, FOUNDATION, ABUTMENTS AND WINGWALLS 16 FT x38 FT (FIELD VERIFY) SEE DETAIL SHEET C501
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EXISTING TREE LINE
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PROP. PLAIN RIPRAP AND GEOTEXTILE FABRIC (TYP.)
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EXISTING TIMBER BRIDGE (TO BE REMOVED) SEE PHOTOS THIS SHEET
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25' TAPER PROP. TRAIL TO EXISTING WIDTH
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25' TAPER PROP. TRAIL TO EXISTING WIDTH
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25' TAPER PROP. TRAIL TO EXISTING WIDTH
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25' TAPER PROP. TRAIL TO EXISTING WIDTH
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25' TAPER PROP. TRAIL TO EXISTING WIDTH
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25' TAPER PROP. TRAIL TO EXISTING WIDTH
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SLOPE RESTORATION ON ALL DISTURBED AREAS (TYP.)
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PROP. SILT FENCE (TYP.)
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ROAD TO BE CONSTRUCTED PER C3/C502
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OM-3L
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OM-3R
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PROP. TREE CLEARING LIMITS CLEAR AS NEEDED TO INSTALL PROP. WORK (TYP.)
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PROP. CROSSING WARNING SIGNAGE (TYP.) COORDINATE WITH DNR FOR EXACT LOCATIONS
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OM-3L
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OM-3R
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REMOVE EXISTING BRIDGE STRUCTURE
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TURBIDITY CURTAIN, TYPICAL PER EACH ABUTMENT SIDE
TURBIDITY CURTAIN, TYPICAL PER EACH ABUTMENT SIDE
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B2 ABUTMENT PLAN & ELEVATION
D5 SECTION A-A
C2 GENERAL SUPERSTRUCTURE PLAN & PROFILE C4 SECTION @ SPREADER BEAM
D5 SECTION @ RAILPOST
D4 SECTION @ ABUTMENT
EGLE
WRP036281 v1.0
Approved Issued On:01/17/2023
Expires On:01/17/2028
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TIMBER PILE ABUTMENT CAP. ATTACH TO PILES WITH DRIFT PINS
AutoCAD SHX Text 6" X 12" X 1'-4" UPPER ABUTMENT CURB BLOCK, ATTACH TO LOWER BLOCK WITH (2) 5/8" X 11 1/2" DOME HEAD DRIVE SPIKES, 12" X 12" X 1'-4" LOWER ABUTMENT CURB BLOCK, FASTEN TO CAP WITH (2) 3/4" X 22" DRIFT PINS
AutoCAD SHX Text FASTEN WING CAP TO BACKING W/60d NAILS @ 18" CENTERS
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8" X 8" X 5'-6" PILE STAY WITH 4" X 8" X 1'-6" PILE STAY FILLERS
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4" X 14" WING CAP
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DOME HEAD DRIVE SPIKE, WING CAP TO PILING
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3" X 12" WING BACKING, S1S1E
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3" X 12" ABUTMENT BACKING, S1S1E
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ROADWAY
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DECK PANELS SHOWN FOR REFERENCE
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ABUTMENT PILES
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ABUTMENT
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4" X 8" X 1'-6" FILLER WEDGE
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8" X 8" X 5'-6" PILE STAY
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12" PREFABRICATED PANEL
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14"X14" ABUTMENT CAP
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DRIFT PIN, CAP TO PILING
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MACHINE BOLTS WITH WASHERS EA., PILE STAY TO PILING
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3" X 12" ABUTMENT BACKING, S1S1E
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ABUTMENT PILE
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MACHINE BOLT WITH WASHERS EA., PILE STAY TO ABUTMENT CAP
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6" X 8" X 3'-0" SCUPPER, S2S, (TYP.)
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GRADE
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3/4" X 20" DOME HEAD DRIVE SPIKE, DECK TO CAP (TYP.).
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3/4" X 20" DOME HEAD DRIVE SPIKE, CURB TO DECK @ ENDS (TYP.)
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(3) 6" X 12" SPREADER BEAMS
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3/4" X 28" DM. HD. BOLT WITH (1) 3" X 3" X 5/16" WASHER EA., CURB TO DECK
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ROADWAY
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GRADE
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SPREADER BEAM
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SHIPLAP JOINT
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8" X 8" X 12'-6" END CURB, (TYP.)
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4" X 10" X 12'-6" END RAILING, S1S (TYP.)
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PED. RAILING, S4S (TYP.)
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2" OAK OR 3" DOUGLAS FIR WEAR COARSE, FASTENED PER BRIDGE DESIGNERS REQUIREMENTS
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ENSURE TOP CAP OF ABUTMENT WALL EQUALS ELEVATION OF ROAD DECK
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(2) 5/8" X 14" DOME HEAD BOLTS WITH (1) 3" X 3" X 1/4" WASHER EA., RAIL TO POST, FIELD DRILL. USE (4) BOLTS @ RAIL SPLICE
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4" X 10" RAILING, S1S
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3/4" X 28" DOME HEAD BOLT WITH (1) 3" X 3" X 5/16" WASHER, CURB TO DECK
AutoCAD SHX Text 3/4" X 18" DOME HEAD BOLT WITH (1) 3" X 3" X 5/16" WASHER, POST TO CURB, SHOP DRILL
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3/4" X 20" HEX HEAD LAG, RAILPOST TO DECK
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6" X 8" SCUPPER, S2S, FIELD DRILL
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8" X 8" CURB, SHOP DRILL
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8" X 8" X 5'-7 1/2" RAILPOST, (TYP.)
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FIELD DRILL
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SHOP DRILL
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2" X 4" S4S, PEDESTRIAN RAILING
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(2) 2" X 6" S4S, PEDESTRIAN RAILING
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6" X 12" X 17'-4" SPREADER BEAM
AutoCAD SHX Text 3/4" EYEBOLTS ARE IN PLACE ON PANEL AT SPREADER BEAM LOCATION WHEN SHIPPED & ARE USED FOR LIFTING & PLACING PANELS ON THE BRIDGE. REMOVE EYEBOLTS & REPLACE WITH 3/4" X 26" DOME HEAD BOLTS WITH (1) 3" X 3" X 5/16" WASHER & (1) LOCK NUT PER BOLT AFTER SPREADER BEAM HAS BEEN FIELD DRILLED.
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4" X 12" FLOORING, S1S
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ROADWAY
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2" OAK OR 3" DOUGLAS FIR WEAR COARSE, FASTENED PER BRIDGE DESIGNERS REQUIREMENTS
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CURB
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SCUPPER, S2S
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3/4" X 20" DOME HEAD DRIVE SPIKE, DECK TO ABUTMENT CAP, FIELD DRILL, (TYP.)
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ROADWAY
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14" X 14" ABUTMENT CAP
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2" OAK OF 3" DOUGLAS FIR WEAR COURSE
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SCALE: 3/16" = 1'-0"
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SCALE: 3/8" = 1'-0"
AutoCAD SHX Text NOTE: PRE-ENGINEERED WOOD BRIDGE SHALL BE DESIGNED TO ACCOMMODATE HS-25 LOADING. THIS LOADING INCLUDES THE DESIGNED DEAD LOADS FROM WEAR COURSE, RAILING AND ANY OTHER ITEMS SHOWN IN THESE PLANS. THE BRIDGE IS TO BE DESIGN, CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH ALL RELEVANT MDOT STANDARDS. THE BRIDGE SHALL ALSO BE INSTALL PER THE MANUFACTURERS SHOP DRAWINGS AND RECOMMENDATIONS. SHOP DRAWINGS SHALL BE SUBMITTED FOR BRIDGE AND SHALL BE SEALED BY A PROFESSIONAL ENGINEER, CURRENTLY LICENSED IN MICHIGAN. DIMENSIONS AND SIZES MAY BE CHANGED BY ENGINEER OF RECORD FOR BRIDGE STRUCTURE TO ENSURE STRUCTURE MEETS DESIGN REQUIREMENTS, CODES, ETC.
AutoCAD SHX Text PRE-ENGINEERED BRIDGE DESIGN REQUIREMENTS DESIGN DATA: AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, CURRENT EDITION AND INTERIMS AASHTO LRFD GUIDE SPECIFICATIONS FOR THE DESIGN OF PEDESTRIAN BRIDGES, CURRENT EDITION LIVE LOAD: 90 PSF VEHICLE LOAD: HS-25 MATERIALS: ALL TIMBER TO BE DOUGLAS FIR-LARCH, SIZE AND GRADE TO BE DETERMINED BY BRIDGE MANUFACTURER. ALL PILING TO IS TO BE IN ACCORDANCE WITH CURRENT STATE SPECIFICATIONS. ALL TIMBER TO BE CUT TO LENGTH, DRESSED AND ALL PRACTICAL FRAMING DONE PRIOR TO TREATMENT. PRESERVATIVE TREATMENT: ALL TIMBER AND PILING TO BE TREATED WITH COPPER NAPHTHENATE (CUN) IN HEAVY OIL AND IN ACCORDANCE WITH AWPA USE CATEGORY UC4B. OTHER PRESERVATIVES WILL NOT BE ALLOWED. TREAT ALL FIELD DRILLED HOLES WITH COPPER NAPHTHENATE. PROVIDE TREATMENT IN ACCORDANCE WITH THE REQUIREMENTS OF THE CURRENT EDITION OF THE WESTERN WOOD PRESERVERS INSTITUTE (WWPI) “BEST MANAGEMENT PRACTICES FOR THE USE OF TREATED TIMBER IN AQUATIC BEST MANAGEMENT PRACTICES FOR THE USE OF TREATED TIMBER IN AQUATIC ENVIRONMENTS.” HARDWARE: ALL HARDWARE TO MEET ASTM A307-97 GALVANIZED TO A153. ALL HIGH STRENGTH HARDWARE TO MEET ASTM A325 OR A449 GALVANIZED TO A153. ALL STRUCTURAL STEEL TO MEET ASTM A36, GALVANIZED TO A123
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SCALE: 3/16" = 1'-0"
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SCALE: 3/8" = 1'-0"
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SCALE: 3/4" = 1'-0"
SCALE: 3/8" = 1'-0"
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T
B4 TYPICAL CHECK DAM
C4 TYPICAL MULCH BLANKET
A1 DEWATERING TYPICAL A3 SILT FENCE TYPICAL
A2 STRAW BALE CHECK
SIDE AND TOP HEADERTOE HEADER
C1 RIPRAP HEADER DETAILS C3 TRAIL TYPICAL DETAIL
B4 SIGNAGE/POST DETAIL
EGLE
WRP036281 v1.0
Approved Issued On:01/17/2023
Expires On:01/17/2028
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FLOW
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NOTES:
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PLACE MULCH BLANKET PARALLEL TO FLOW AND ANCHOR SECURELY.
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OVERLAP END OF UPSLOPE BLANKET 12" OVER DOWNSLOPE BLANKET. SECURE WITH STAPLES
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AutoCAD SHX Text OVERLAP BLANKETS SIDE BY SIDE USING A 4" OVERLAP WITH UPSLOPE BLANKET LAID OVER DOWNSLOPE BLANKET
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BURY UPSLOPE END OF BLANKET IN TRENCH 6" WIDE BY 6" DEEP
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BURY TOE OF BLANKET IN TRENCH 6" WIDE BY 6" DEEP
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STAPLES INSTALLED/SECURED ACCORDING TO MANUFACTURER'S SPECIFICATIONS.
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WHERE POSSIBLE, CONSTRUCT WITH BIODEGRADABLE MATERIAL.
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STAKES/STAPLES
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COMPACTED AREA
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MIN.
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TOP OF BANK
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SPACING
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NON-WOVEN GEOTEXTILE
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4" TO 8" STONE
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%%UCROSS SECTION
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6" MIN.
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%%UPROFILE
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NON-WOVEN GEOTEXTILE
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%%UPROFILE
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1:2 OR FLATTER
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DITCH
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CENTER DEPRESSED
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NOTE: BASE WIDTH SHOULD BE AT LEAST 2X THE HEIGHT
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VARIES WITH SLOPE
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BOTTOM OF CHANNEL
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1' THICK LAYER 3/4" TO 1-1/2" CRUSHED AGGREGATE (WASHED)
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4"-8" ROCK
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SUBEXCAVATE BELOW FLOWLINE
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NON-WOVEN GEOTEXTILE FABRIC
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NON-WOVEN GEOTEXTILE FABRIC
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SCALE: NTS
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SCALE: NTS
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24"(MIN)
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1:2 (TYP)
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NON-WOVEN
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GEOTEXTILE
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FABRIC
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SEDIMENT SUMP
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SPILLWAY
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STORMWATER INLET
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DEWATERING PUMP
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GEOTEXTILE BLADDER ON STRAW BALES
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OUTLET POINT
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GRAVEL FILTER BERM
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GRAVEL FILTER AROUND BAG
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DEWATERING INTO STABILIZED OUTLET
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TYPICALLY 6" DISCHARGE PIPE
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DEWATERING DISCHARGE
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DEPRESSED OUTLET
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STRAW BALES
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PEA STONE (12" MIN. DEPTH)
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DEWATERING AREA OR SEDIMENT BASIN
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DEWATERING WITH OUTLET FILTER BAG
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EROSION CONTROL
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GRAVEL INLET PROTECTION
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BALE STAKING DIAGRAM
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TYPICAL STAKING PATTERN (2 STAKES PER BALE)
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KEY BALE 4" INTO GRADE
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SPACING 6-10' MAX.
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1' MIN.
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6" ANCHOR TRENCH
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FENCE POSTS DRIVEN INTO GROUND 1' MIN.
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SILT FENCE B
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SILT FENCE A
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FABRIC TO BE WRAPPED AROUND FENCE POST
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1' MIN.
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UNDISTURBED VEGETATION
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GEOTEXTILE FILTER FABRIC FASTENED ON UPHILL SIDE, TOWARDS EARTH DISRUPTION
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RIDGE OF COMPACTED EARTH ON UPHILL SIDE OF FILTER FABRIC
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SHEET FLOW
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ROLL JOINTS
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ROLL JOINT
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SCALE: NTS
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SCALE: NTS
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2:1 SLOPE
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2. BALES TO BE PLACED IN A ROW WITH THE
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ENDS TIGHTLY ABUTTING. USE STRAW, ROCKS,
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OR FILTER FABRIC TO FILL GAPS BETWEEN THE
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BALES AND TAMP THE BACKFILL MATERIAL TO
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PREVENT EROSION OR FLOW AROUND BALES.
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SECTION B - B
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SECTION A - A
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1. THE STRAW BALES SHALL BE PLACED
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ON SLOPE CONTOUR.
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NOTES:
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WOODEN STAKE
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OR REBAR DRIVEN
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THROUGH BALE.
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PLAN
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EMBED STRAW
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BALE 4" MIN.
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INTO SOIL.
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ANGLE STAKE TOWARD
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PREVIOUS BALE TO
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PROVIDE TIGHT FIT
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SCALE: NTS
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"RIPRAP, PLAIN"
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GEOTEXTILE AND HEADERS ARE INCLUDED IN THE ITEM
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NOTE:
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APPROX. RIVER
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BOTTOM ELEV.
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WRAP GEOTEXTILE
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RIPRAP, PLAIN
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RIPRAP, PLAIN
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SCALE: NONE
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TRAIL
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2% SLOPE
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SCALE: NONE
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2% SLOPE
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MDOT 21AA AGGREGATE SURFACE COURSE, 6' DEPTH, CIP
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SLOPE RESTORATION, TYPE B (4" TOPSOIL, SEED, MULCH, FERTILIZER) (TYP.)
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EMBANKMENT, CIP
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SIGNAGE PER PLAN
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BURY DEPTH
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BURY DEPTH
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BURY DEPTH
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BURY DEPTH
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BURY DEPTH
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BURY DEPTH
SCALE: NTS
| Sheets and Views |
| M12-02372 BEARTRAP-G100 |
| M12-02372 BEARTRAP-C101 |
| M12-02372 BEARTRAP-C501 |
| M12-02372 BEARTRAP-C502 |
File details come from the government source that posted it. Updated .