J4 EGLE Permit WRP025435 v.1.pdf

PDF 3 MB Posted May 25, 2023

Attached to: Hiawatha National Forest GAOA Carp River Bridge Replacement
Solicitation number: 12445523R0023
Issued by: Department of Agriculture Forest Service

About this file

Written by GovTribe AI · Dec 27, 2023

This solicitation package requests proposals for a bridge replacement project. The USDA Forest Service is seeking to remove an existing deteriorated concrete bridge over the Carp River in the Hiawatha National Forest and install a new 54-foot long by 18-foot wide timber bridge and abutments per the plans and specifications provided. The project includes constructing approaches, slope restoration, and installing riprap. A pre-proposal meeting will be held on June 15, 2023. Proposals are due by June 30, 2023. The government's estimated cost is between $1 million and $5 million.

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Other files

File	Type	Posted
RFP 12445523R0023 Carp River Bridge.pdf	PDF	May 25, 2023
J1 Davis Bacon Wage Determination Mackinac County MI.pdf	PDF	May 25, 2023
J3 Project Supplemental Specifications.pdf	PDF	May 25, 2023
J2 Project Plans.pdf	PDF	May 25, 2023

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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: WRP025435 v. 1 Date Issued: October 2, 2020 Site Name: 49-FR 3458 at Carp River-Moran Twp Expiration Date: October 2, 2025

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:

Removal of existing bridge and installation of new bridge over the Carp River on FR 3458 in Moran Township.

Removal of existing 48-foot-long, 15-foot-wide (clear) two span timber stringer bridge with timber abutments and associated bridge piers, and installation of a 52-foot-long, 18-foot-wide (clear) single span timber panel-lam deck bridge with steel pile foundations.

Excavation of up to 93 cubic yards of Scrub-Shrub wetlands over an area of 840 square feet for riprap installation on the North and South riverbanks. Installation of up to 93 cubic yards of 14-to 17-inch angular rock over an area of 840 square feet. Installation of up to 53 cubic yards of sand over an area of 1,425 square feet to dress the roadside slopes.

Excavation of up to 50 cubic yards of the stream bottom over an area of 450 square feet to be disposed of in an upland location. Installation of up to 50 cubic yards of 14- to17-inch angular rock over an area of 450 square feet on the waterward side of the bridge abutments. Installation of 10-inch galvanized steel piles driven below stream invert and 12-inch timber piles driven in at wings.

To be conducted at property located in Mackinac County, Moran Township, TRS 43N 05W Sec 32 Waterbody: Carp River

Permittee:

William Knaack, USDA Forest Service 1170 4th Avenue South Park Falls, WI 54552

Casey Hares Marquette District Office Water Resources Division 906-869-0745

EGLE-WRD

WRP025435 v1.0

Approved Issued On:10/02/2020

Expires On:10/02/2025

MICHIGAN DEPARTMENT OF ENVIRONMENT, GREAT LAKES, AND ENERGY

WATER RESOURCES DIVISION

PERMIT

Issued To:

USDA Forest Service Attn: William Knaack 1170 4th Avenue South Park Falls, WI 54552

Permit No: WRP025435 v.1 Submission No.: HP1-XAX9-1Q14Q Site Name: 49-FR 3458 at Carp River-Moran Twp Issued: October 2, 2020 Expires: October 2, 2025

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)

Permission is hereby granted, based on permittee assurance of adherence to State of Michigan requirements and permit conditions, to:

Authorized Activity:

Removal of existing bridge and installation of new bridge over the Carp River on FR 3458 in Moran Township. Removal of existing 48-foot-long, 15-foot-wide (clear) two span timber stringer bridge with timber abutments and associated bridge piers, and installation of a 52-foot-long, 18-foot-wide (clear) single span timber panel-lam deck bridge with steel pile foundations.

All work shall be performed in accordance with the attached plans and conditions of this permit.

EGLE-WRD

WRP025435 v1.0

Approved

William Knaack, USDA Forest Service 2 WRP025435 v.1

Waterbody Affected: Carp River Property Location: Mackinac County, Moran Township, TRS 43N 05W Sec 32

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

EGLE-WRD

WRP025435 v1.0

Approved

William Knaack, USDA Forest Service 3 WRP025435 v.1 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 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 www.mi.gov/eglestormwater and select "Soil Erosion and Sedimentation Control Program" under "Related Links."

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 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.

6. 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.

7. The 100-year floodplain elevation of the Carp River at the project location is 715.9 ft. NAVD 88. All materials remaining upon completion of the project shall be removed to outside of the 100-year floodplain.

8. The existing pier shall be cut off at or below stream bottom.

9. A maximum total net fill of 172 cubic yards is authorized by this permit within the 100-year floodplain

10. All riprap shall be placed such that it does not narrow up the stream or interfere with flows into or out of the structure.

EGLE-WRD

WRP025435 v1.0 Approved

Issued On:10/02/2020 www.mi.gov/eglestormwater

William Knaack, USDA Forest Service 4 WRP025435 v.1

Issued By:

Casey Hares Marquette District Office Water Resources Division 906-869-0745 cc: Gust Juntila, Agent Moran Township Clerk Mackinac CEA

EGLE-WRD

WRP025435 v1.0

Approved

PROJECT LOCATION

PROJECT SITE

PROJECT LOCATION:

SHEET OF

United States Department of Agriculture Forest Service

INDEX OF SHEETS

SHEET SHEET TITLE DATE

G-01 TITLE SHEET 9/3/2020

C-01

QUANTITIES, DESIGN DATA, GENERAL NOTES

9/3/2020

C-02 TEMPORARY TRAFFIC CONTROL PLAN 9/3/2020

C-03 TYPICAL SECTIONS 9/3/2020

C-04 PLAN & PROFILE 9/3/2020

C-05 PLAN OF STRUCTURE 9/3/2020

C-06 ABUTMENT PLAN AND ELEVATION 9/3/2020

C-07 STRUCTURE DETAILS 9/3/2020

C-08 SOIL BORINGS 9/3/2020

FROM THE US HWY 75/M-123 INTERSECTION IN ST IGNACE,

MICHIGAN, TURN ONTO M-123 N AND CONTINUE FOR 10.2 MILES.

TURN LEFT ON BURMA/NOGI RD AND AFTER 3.5 MILES TURN RIGHT.

CONTINUE ONTO FR 3458 FOR 0.9 MILES TO THE BRIDGE

LOCATION.

8/2 4/2

0 1 2:

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T O

1\D W

W G;

EASTERN REGION

HIAWATHA NATIONAL FOREST - ST IGNACE RANGER DISTRICT

MACKINAC COUNTY

MICHIGAN

FR 3458-1.4 OVER CARP RIVER

BRIDGE REPLACEMENT

U.P. ENGINEERS & ARCHITECTS, INC.

ENGINEERING ARCHITECTURE PLANNING SURVEYING ENVIRONMENTAL

*** 95% PLANS ***

STRUCTURE NUMBER: 091005000034768 (LAT 46.0750, LONG -84.9623)

STRUCTURE DESCRIPTION:

54 FOOT (OVERALL LENGTH) SINGLE SPAN TIMBER PANEL-LAM WITH

AN ASPHALT WEARING SURFACE AND STEEL PILE BENT ABUTMENTS.

DESIGN SPEED: 45 MPH

AADT: <200

RECOMMENDED BY:

FOREST ENGINEER

DISTRICT RANGER

DATE

APPROVED:

R9 DIRECTOR OF ENGINEERING DATE

DATE

FOREST SUPERVISOR DATE

R9 BRIDGE PROGRAM MANAGER DATE

EGLE-WRD

WRP025435 v1.0

Approved

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

9/2 /20

3 J

N U

:\U

-0

-F

Y2 0 A

O 1\D

.D W

EASTERN REGION

FR 3458-1.4

OVER

CARP RIVER

HIAWATHA

NATIONAL FOREST

ST IGNACE

RANGER DISTRICT

QUANTITIES

DESIGN DATA

GENERAL NOTES

9/3/2020

G.JUNTTILA

L.BRINKER

S. WRIGHT

U28-00286

C-01

9 2

GENERAL NOTES:

EXCEPT WHERE OTHERWISE INDICATED ON THESE PLANS OR IN THE SUPPLEMENTAL SPECIFICATIONS, ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH

THE FHWA STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS, FP-14.

THE PROPOSED IMPROVEMENTS COVERED BY THESE PLANS ARE IN ACCORDANCE WITH:

AASHTO: "GUIDELINES FOR GEOMETRIC DESIGN OF LOW-VOLUME ROADS, "2ND EDITION, 2019"

AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, 9TH EDITION, 2020

FSH 7709.56b TRANSPORTATION STRUCTURES HANDBOOK (USDA FOREST SERVICE)

TIMBER BRIDGES: DESIGN, CONSTRUCTION, INSPECTION, AND MAINTENACE (USDA FOREST SERVICE)

NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION 2018

THE EXISTING STRUCTURE SHALL BE CHECKED AT THE TIME OF STARTING CONSTRUCTION TO SEE THAT ITS RELATIONSHIP TO THE PROPOSED WORK IS AS SHOWN ON THESE

PLANS AND ANY DIFFERENCES REQUIRING CHANGES IN THE NEW WORK SHALL BE REPORTED TO THE PROJECT ENGINEER.

THE WORK COVERED BY THESE PLANS INCLUDES REMOVAL OF THE ENTIRE EXISTING BRIDGE, INSTALLATION OF THE NEW BRIDGE AS SHOWN HEREIN AND PER THE

MANUFACTURER'S DRAWINGS AND SPECIFICATIONS, CONSTRUCTION OF THE APPROACHES TO THE LIMITS SHOWN, SLOPE RESTORATION AND RIPRAP.

TRAFFIC CONTROL FOR DETOUR SHALL BE IN ACCORDANCE WITH THE CURRENT MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).

THE STATIONING AS SHOWN ON THESE PLANS FOR REFERENCE POINTS "A" AND "B" (CENTERLINE OF PROPOSED BRIDGE AT THE ENDS OF THE BRIDGE SLAB) ARE 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.

THE CONTRACTOR SHALL COORDINATE ALL OF THEIR WORK AND ANY UTILITY COMPANIES RELOCATION WORK AT NO ADDITIONAL COST TO THE PROJECT.

FOR PROTECTION OF UNDERGROUND UTILITIES AND IN CONFORMANCE WITH PUBLIC ACT 174, 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.

WATER LEVEL IS SUBJECT TO CHANGE. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXPECTED WATER LEVELS DURING CONSTRUCTION.

NO MATERIAL SHALL BE ALLOWED TO ERODE INTO THE WATER COURSE, NOR SHALL MATERIAL BE PLACED INTO THE WATER COURSE EXCEPT AS SHOWN ON THESE PLANS.

ALL EQUIPMENT SHALL BE CLEANED ACCORDING TO THE SPECIFICATIONS PRIOR TO USE ON THIS PROJECT.

THE CONTRACTOR SHALL STOP WORK IMMEDIATELY AND NOTIFY THE CONTRACTING OFFICER IF HERITAGE RESOURCES OR HUMAN REMAINS ARE ENCOUNTERED.

NO WORK SHALL BE PERFORMED ON FEDERAL HOLIDAYS OR WEEKENDS WITHOUT PRIOR APPROVAL FROM THE CONTRACTING OFFICER.

THE CONTRACTOR SHALL PERFORM ALL IN-STREAM WORK BETWEEN MAY 15TH AND SEPTEMBER 15TH.

DESIGN DATA:

THE DESIGN OF THIS BRIDGE IS BASED ON 1.2 TIMES THE CURRENT AASHTO LRFD BRIDGE DESIGN SPECIFICATION HL-93 LOADING WITH THE EXCEPTION THAT THE

DESIGN TANDEM PORTION OF THE HL-93 LOAD DEFINITION SHALL BE REPLACED BY A SINGLE 60 KIP AXLE LOAD BEFORE APPLICATION OF THIS 1.2 FACTOR.

ADDITIONALLY, THE LANE LOAD PORTION IS NOT INCLUDED. THE RESULTING LOAD IS DESIGNATED HL-93 MODIFIED. LIVE LOAD DEFLECTION DOES NOT EXCEED 1/800

OF THE SPAN LENGTH.

TIMBER BRIDGE RAILING MEETS TEST LEVEL 2 REQUIREMENTS OF NCHRP REPORT 350.

LOAD RATING (RATING FACTORS):

HL-93 MODIFIED

INVENTORY RATING (STRENGTH I, FLEXURE)...................................................................................................................5.41

OPERATING RATING (STRENGTH I, FLEXURE)...................................................................................................................7.01

OPERATING RATING (SERVICE I, DEFLECTION).................................................................................................................1.30

HL-93 (FEDERAL)

INVENTORY RATING (STRENGTH I, FLEXURE)...................................................................................................................5.69

OPERATING RATING (STRENGTH I, FLEXURE)...................................................................................................................7.38

OPERATING RATING (SERVICE I, DEFLECTION).................................................................................................................1.37

MICHIGAN LEGAL (CONTROLLING)

TRUCK 17 (STRENGTH I, FLEXURE)......................................................................................................................................6.26

TRUCK 17 (SERVICE I, DEFLECTION)....................................................................................................................................1.12

OVERLOAD CLASS (STRENGTH II, FLEXURE).........................................................................................MICHIGAN CLASS A

NOTE: THE LOAD RATING DOES NOT INCLUDE A FUTURE WEARING SURFACE.

DEAD LOAD:

THE DESIGN UNIT WEIGHT FOR ALL TIMBERS IS 50 PCF.

THE BRIDGE RAILING LOAD = 85 PLF (PER SIDE).

THE DESIGN UNIT WEIGHT FOR ASPHALT IS 140 PCF.

HYDRAULIC DATA:

100 YEAR FREQUENCY

DRAINAGE AREA..........................................................................................................................................69.9 SQ MI

Q100..................................................................................................................................................................2100 CFS

VELOCITY THRU STRUCTURE........................................................................................................................5.61 FPS

BRIDGE OPEN AREA THRU STRUCTURE..............................................................................................411.61 SQ FT

FLOW AREA THRU STRUCTURE............................................................................................................374.21 SQ FT

HIGH WATER ELEVATION..............................................................................................................................715.45 FT

SCOUR CRITICAL CODE

MOBILIZATION15101 LPSM 1

ITEM NO. DESCRIPTION UNITS QUANTITY

SUMMARY OF PROJECT QUANTITIES

CONSTRUCTION SURVEY AND STAKING, METHOD 1, TOLERANCE CLASS C15201 MILE

SILT FENCE15702 LNFT

REMOVAL OF OLD STRUCTURE20304 LPSM

RIPRAP, CLASS IV25101 CUYD

GEOTEXTILE, TYPE IV, CLASS I25116 SQYD

AGGREGATE BASE, GRADING D, COMPACTION METHOD B30103 CUYD

ASPHALT CEMENT, MICHIGAN STATE DOT GRADE LVSP40312 TON

SEEDING, DRY METHOD62503 LPSM

MULCHING, DRY METHOD62509 LPSM

TEMPORARY TRAFFIC CONTROL63501 LPSM

0.043

12 INCH TIMBER PILES, FURN AND DRIVEN55102 LNFT

FURNISH PILE DRIVING EQUIPMENT55151 LPSM

TREATED STRUCTURAL TIMBER, SUPERSTRUCTURE AND SUBSTRUCTURE55706 LPSM

ROADWAY EXCAVATION20401 CUYD

TURBIDITY CURTAIN15712 SQYD 42

CLEARING AND GRUBBING, DISPOSAL METHOD F20102 ACRE 0.1

STRUCTURE EXCAVATION20801 CUYD

STRUCTURAL BACKFILL20803 CUYD

SAWCUTTING AND JOINT SEALING41406 LNFT 32

OBJECT MARKERS63306 EACH 4

SPECIFICATIONS:

GRADING:

ALL DOUGLAS FIR-LARCH TO BE GRADED PER WCLIB STANDARD GRADING RULES.

SOUTHERN PINE TO BE GRADED PER SPIB.

MATERIAL & TREATMENT:

TIMBER PRESERVATION TREATMENT SHALL BE IN ACCORDANCE WITH CURRENT STATE AND/ OR AASHTO SPECIFICATIONS. ALL TIMBER SHALL BE COPPER NAPHTHENATE TREATED, UC4C (MINIMUM).

REFERENCE DESIGN VALUES SHOWN ARE PER AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, 9TH EDITION, 2020 (U.N.O.)

PILING TO BE SOUTHERN PINE. REFERENCE DESIGN VALUES (KSI): Fco = 1.20, Fbo = 2.40, Fcpo = 0.25, Fvo = 0.11, Eo = 1,500

DECK TO BE 30" 24F-V4 DF-DF GLU-LAM. REFERENCE DESIGN VALUES (KSI): Fbo = 2.40, Fvo = 0.265, Eo = 1,800

SPREADER BEAMS TO BE DOUGLAS FIR-LARCH, NO.1 (BEAMS AND STRINGERS). REFERENCE DESIGN VALUES (KSI): Fbo = 1.35, Fvo = 0.17, Eo = 1,600

BRIDGE RAILPOST TO BE DOUGLAS FIR-LARCH, DENSE SELECT STRUCTURAL (POSTS AND TIMBERS). REFERENCE DESIGN VALUES (KSI): Fbo = 1.75, Fvo = 0.17, Eo = 1,700

GLU-LAM RAIL TO BE DOUGLAS FIR, COMB. SYMBOL 24F-V8, DF/DF. REFERENCE DESIGN VALUES (KSI): Fbxo = 2.40, Fbyo = 1.45, Fvxo = 0.265, Fvyo = 0.23, Exo = 1,800, Eyo = 1,600

ABUTMENT PILE CAPS TO BE DOUGLAS FIR-LARCH, NO.1 (BEAMS AND STRINGERS). REFERENCE DESIGN VALUES (KSI): Fbo = 1.35, Fvo = 0.17, Eo = 1,600

ABUTMENT BACKING TO BE DOUGLAS FIR-LARCH, NO.1 & BETTER (> 2 INCH WIDE). REFERENCE DESIGN VALUES (KSI): Fbo = 1.20, Fvo = 0.18, Eo = 1,800

CURBS & SCUPPERS TO BE DOUGLAS FIR-LARCH NO.1 (POSTS AND TIMBERS) S1S1E. REFERENCE DESIGN VALUES (KSI): Fbo = 1.20, Fvo = 0.17, Eo = 1,600

ALL TIMBER IS ROUGH UNLESS OTHERWISE NOTED.

MISCELLANEOUS:

ALL TIMBER TO BE CUT EXACT LENGTH, DRESSED TO SIZE REQUIRED AND ALL PRACTICAL FRAMING TO BE DONE PRIOR TO TREATMENT.

ALL DECK PLANKS SHALL BE PREDRILLED PRIOR TO TREATMENT.

ALL PLANK FOR DECK PANELS SHALL BE PRECISION END TRIMMED TO LENGTH WITH 1/4" UNDERLENGTH & NO OVERLENGTH TOLERANCE PERMITTED.

DECK PANELS SHALL BE ASSEMBLED WITH 3/8" DIAMETER RING SHANK DOWELS. ALL DOWELS ARE TO BE SIMULTANEOUSLY DRIVEN WITH EQUAL FORCE USING A MECHANICAL PRESS THE FULL LENGTH OF THE DECK.

ENSURING ALL HEADS ARE FLUSH WITH THE SURFACE OF THE TIMBER PLANK. MULTIPLE IMPACT TOOLS ARE NOT TO BE USED TO SET DOWELS BECAUSE OF POTENTIAL FOR WOOD FIBER RUPTURE.

SUBMIT SHOP DRAWINGS FOR BRIDGE DECK AND RAILINGS.

DECK PANELS WILL BE DELIVERED TO JOBSITE AFTER BEING FULLY ASSEMBLED TO FABRICATION PLANT.

ALL HARDWARE TO MEET ASTM A307-97 GALVANIZED TO A153. ALL HIGH STRENGTH HARDWARE TO MEET ASTM A325 OR A449 GALVANIZED TO A153.

CONSTRUCTION NOTES:

TIMBER DECK PANELS ARE MARKED IN THE SHOP FOR USE IN FIELD PLACEMENT OF THE PANELS ON THE CAPS, e.g. A1, B1, C1, ETC.

DOWEL LAMINATED DECK:

PANEL "A" IS PLACED FIRST IN IT'S FINAL POSITION ON THE CAPS. NEXT DRILL THE 11/16" DIA. HOLES THRU PANEL INTO CAP IN EACH END OF PANEL AT THE LOCATION SHOWN AND FASTEN THE 3/4" DIA. DM. HD. DR.

SPKS. NEXT PLACE PANEL "B" SO THAT ITS UPPER SPLICE BLOCK IS DIRECTLY OVER THE LOWER SPLICE BLOCK ON PANEL "A" AND DRAW TIGHT TOGETHER. THEN DRILL THE 9/16" DIA. HOLES THRU LOWER SPLICE

BLOCK AND DRIVE THE 5/8" DM. HD. DR. SPIKES IN LOCATION SHOWN. THEN DRILL HOLES THRU PANEL INTO CAP AND FASTEN THE 3/4" DM. HD. DR. SPKS. THEREAFTER, SUCCESSIVELY PLACE PANELS "C", "D", "E", AND

"F" IN THE SAME MANNER, ENSURING ALL PANELS ARE DRAWN TIGHT TOGETHER BEFORE AND FASTENING OCCURS.

STEEL BANDING ON PANELS IS TO BE REMOVED AFTER PANELS HAVE BEEN PLACED IN THEIR FINAL POSITION ON THE CAPS.

ALL HOLES DRILLED IN THE FIELD WHERE SPIKES ARE USED ARE TO BE 1/16" SMALL THAN THE SPIKE SIZE.

ALL HOLES DRILLED FOR BOLTS ARE TO BE 1/16" LARGER THAN BOLT SIZE.

HOLES DRILLED FOR 3/4" LAG BOLTS ARE TO BE 9/16" IN DIAMETER FOR THE THREADED PORTION OF THE BOLT AND 13/16" FOR THE SHANK.

ANY NUT OR MACHINE BOLT HEAD IN DIRECT CONTACT WITH TIMBER TO HAVE ON PLATE WASHER BETWEEN NUT & TIMBER, OR BOLT HEAD & TIMBER.

ANY NUT OR MACHINE BOLT HEAD IN DIRECT CONTACT WITH STEEL TO HAVE ONE CUT WASHER BETWEEN NUT & STEEL, OR BOLT HEAD & STEEL.

SET THREADS ON ALL BOLTS AT NUT WITH A CENTER PUNCH AFTER TIGHTENING.

ABUTMENTS TO BE BACKFILLED WITH CLEAN GRANULAR FILL PER PLAN.

ALL TIMBER CUT OR DRILLED IN THE FIELD SHALL BE TREATED WITH COPPER NAPHTHENATE.

CONSTRUCTION REQUIREMENTS SHALL CONFORM TO STATE SPECIFICATIONS UNLESS OTHERWISE NOTED.

ALTHOUGH ALL PRACTICAL PRE-FRAMING WILL BE DONE PRIOR TO TREATING, SOME CUTTING & DRILLING WILL BE REQUIRED IN THE FIELD.

FURNISHING AND PLACING TOPSOIL62403 CUYD 100

EMBANKMENT CONSTRUCTION, CIP20411 CUYD

10 INCH GALV STEEL PILES, FURN AND DRIVEN55101 LNFT 395

STEEL SPLICE55106 EACH 10

UNDERDRAIN SYSTEM, 6 INCH60501 LNFT 80

EGLE-WRD

WRP025435 v1.0

Approved

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

8/2 4/2

0 1 2:

U :\U

-0

-F Y2

0 A E

T O

1\D W

W G

EASTERN REGION

FR 3458-1.4

OVER

CARP RIVER

HIAWATHA

NATIONAL FOREST

ST IGNACE

RANGER DISTRICT

TEMPORARY TRAFFIC

CONTROL PLAN

9/3/2020

G.JUNTTILA

L.BRINKER

S. WRIGHT

U28-00286

C-02

9 3

TRAFFIC CONTROL PLAN - ROAD CLOSURE / DETOUR

TRAFFIC CONTROL PLAN KEY

DETOUR ROUTE

SIGN

TYPE III BARRICADE

MOUNTED

ON BARRICADE

DETOUR NOTES:

THE DETOUR ROUTE IS 11.6 MILES LONG AND TAKES

APPROXIMATELY 25 MINUTES.

W20-3

R11-2

W20-3

ALL SIGNS, EXCEPT THOSE MOUNTED ON TYPE III BARRICADES

SHALL BE MOUNTED ON DRIVEN POSTS AT A 7 FOOT BOTTOM

HEIGHT.

EGLE-WRD

WRP025435 v1.0

Approved

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

8/2 4/2

0 1 2:

U :\U

-0

-F Y2

0 A E

T O

1\D W

W G

EASTERN REGION

FR 3458-1.4

OVER

CARP RIVER

HIAWATHA

NATIONAL FOREST

ST IGNACE

RANGER DISTRICT

TYPICAL SECTIONS

9/3/2020

G.JUNTTILA

L.BRINKER

S. WRIGHT

U28-00286

C-03

9 4

(STA 10+24 - STA 12+70)

(@ REF PT A, STA 9+73)

(@ REF PT B, STA 10+27)

EXISTING TYPICAL SECTION (STA 8+00 - STA 9+76)

(STA 10+27 - STA 12+70)

PROPOSED APPROACH SECTION (STA 8+00 - STA 9+73)

ABUTMENT EXPANSION JOINT DETAIL

EXISTING BRIDGE SECTION

PROPOSED BRIDGE SECTION

EGLE-WRD

WRP025435 v1.0

Approved

GENERAL NOTES:

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

9/2 /20

3 J

N U

:\U

-0

-F

Y2 0 A

O 1\D

.D W

EASTERN REGION

FR 3458-1.4

OVER

CARP RIVER

HIAWATHA

NATIONAL FOREST

ST IGNACE

RANGER DISTRICT

PLAN & PROFILE

9/3/2020

G.JUNTTILA

L.BRINKER

S. WRIGHT

U28-00286

C-04

9 5

GENERAL PROFILE

FR 3458

C A

R P

I V

E R

LEGEND

SOIL EROSION CONTROL REQUIREMENTS

A R

I V

E R

GENERAL PLAN OF SITE

EGLE-WRD

WRP025435 v1.0

Approved

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

9/2 /20

3 J

N U

:\U

-0

-F

Y2 0 A

O 1\D

.D W

EASTERN REGION

FR 3458-1.4

OVER

CARP RIVER

HIAWATHA

NATIONAL FOREST

ST IGNACE

RANGER DISTRICT

PLAN OF STRUCTURE

9/3/2020

G.JUNTTILA

L.BRINKER

S. WRIGHT

U28-00286

C-05

9 6

BRIDGE PLAN

BRIDGE ELEVATION

FR 3458

C A

E R

R O

A D

W A

B C-07 C-07

RIPRAP DETAIL

10+00

A C-07

GENERAL NOTES:

EGLE-WRD

WRP025435 v1.0

Approved

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

9/2 /20

3 J

N U

:\U

-0

-F

Y2 0 A

O 1\D

.D W

EASTERN REGION

FR 3458-1.4

OVER

CARP RIVER

HIAWATHA

NATIONAL FOREST

ST IGNACE

RANGER DISTRICT

ABUTMENT

PLAN & ELEVATION

9/3/2020

G.JUNTTILA

L.BRINKER

S. WRIGHT

U28-00286

C-06

9 7

GENERAL NOTES:

SEE SHEET C-01 FOR A LIST OF ALL MATERIAL GRADES.

ALL TIMBER (EXCEPT PILES) AND HARDWARE IS TO BE PAID FOR AS:

TREATED STRUCTURAL TIMBER, SUPERSTRUCTURE AND SUBSTRUCTURE

STEEL PILE CAP PLATES, WELDING, AND HARDWARE TO INCLUDED WITH:

10 INCH GALV STEEL PILES, FURN AND DRIVEN.

GEOTEXTILE FABRIC TO BE STAPLED TO BACKSIDE OF ABUTMENTS AND WINGS.

ABUTMENT PLAN

ABUTMENT ELEVATION (FRONT FACE)

ABUTMENT SECTION A-A

1 5 6 7 8

ROADWAY

STEEL PILE CAP PLATE DETAIL

B B

STEEL PILE SPLICE DETAILS

NOTE 1: BACK GOUGE AND GRIND EDGE PREPARATION SMOOTH.

* DRILL OR FLAME CUT CIRCULAR HANDLING HOLE. GRIND FLAME CUT

HOLE TO MAKE CIRCULAR AND REMOVE HARDENED EDGE OR CUT OFF

SECTION OF PILE WITH FLAME CUT HOLE PRIOR TO SPLICING OR

CONCRETE PLACEMENT. HOLES IN FLANGES ARE PERMITTED FOR

HANDLING ONLY IF THAT PORTION OF THE PILE IS CUT OFF PRIOR TO

SPLICING OR EMBEDMENT INTO CONCRETE.

DETAIL A

STEEL PILE SECTION B-B

EGLE-WRD

WRP025435 v1.0

Approved Issued On:10/02/2020

Expires On:10/02/2025

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SCALE: 1" = 2'-0"

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SCALE: 1" = 2'-0"

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SCALE: 1" = 2'-0"

AutoCAD SHX Text FASTEN WING CAP TO BACKING WITH 60d NAILS @ 18" O.C.

AutoCAD SHX Text 5/8" x 11 1/2" DM. HD. DR. SPIKE, WING CAP TO PILE (TYP)

AutoCAD SHX Text

CL ABUTMENT

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REF PT "A" OR "B"

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GALV. OR COPPER CAP (TYP, ALL)

AutoCAD SHX Text 4" x 14" x 10'-0" WING CAP (TYP)

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30" DECK SHOWN FOR REFERENCE

AutoCAD SHX Text 12" x 12" x 18'-0" ABUTMENT CAP, ATTACH PER DETAILS BELOW (TYP)

AutoCAD SHX Text FASTEN WING CAP TO DECK W/ TOE-NAILED 60d NAILS

AutoCAD SHX Text

12 INCH TIMBER PILES, FURN AND DRIVEN

AutoCAD SHX Text 4" x 12" BACKING, S1S1E (TYP) FASTEN TO TIMBER WINGWALL PILES W/ (2) 70d NAILS AT EACH INTERSECTION

AutoCAD SHX Text 10 INCH GALV STEEL PILES, FURN AND DRIVEN (HP10x42)(PILES 3-7)

AutoCAD SHX Text

12 INCH TIMBER PILES, FURN AND DRIVEN

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GALV CLIP PILE TO BACKING (TYP.)

AutoCAD SHX Text 4" x 12" BACKING, S1S1E (TYP)

AutoCAD SHX Text

30" PREFABRICATED PANEL

AutoCAD SHX Text 12" x 12" ABUTMENT CAP

AutoCAD SHX Text

GALV CLIP TO BACKING (TYP.)

AutoCAD SHX Text 10 INCH GALV STEEL PILE (HP10x42)

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12 OZ GEOTEXTILE, STAPLE IN PLACE

AutoCAD SHX Text

SCALE: 1" = 1'-0"

AutoCAD SHX Text

STREAM FACE OF ABUTMENT CAP

AutoCAD SHX Text 10 INCH GALV STEEL PILE (HP10x42)

AutoCAD SHX Text 5" LONG x 3 1/2" WIDE x 12 GA GALV CLIP WITH 1 3/4" WIDE x 1/2" COPING (5) PER PILE. (2) 20d NAILS TO BACKING PER CLIP

AutoCAD SHX Text

SCALE: 1" = 1'-0"

AutoCAD SHX Text 10 INCH GALV STEEL PILE (HP10x42)

AutoCAD SHX Text

PILE EXTENSION

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DRIVEN PILE

AutoCAD SHX Text

D/4" MAX.HANDLING HOLE*

AutoCAD SHX Text 1/8"

AutoCAD SHX Text 45°

AutoCAD SHX Text

(TYP.) SEE NOTE 1

AutoCAD SHX Text 3/4"x14" DM. HD. BOLT W/ (1) 3/4" CUT WASHER & 3/4" LOCK NUT, FIELD C'BORE BOLT W/3 1/2" x1/2" DEEP C'BORE

AutoCAD SHX Text

TIMBER ABUTMENT CAP

AutoCAD SHX Text 5/16"

AutoCAD SHX Text GALV 11"x11"x5/8"

AutoCAD SHX Text

SCALE: 1" = 1'-0"

AutoCAD SHX Text FASTEN BACKING TO DECK WITH 70d NAILS (TYP)

AutoCAD SHX Text

PILES

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HOLES

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ABUTMENT BACKING

NOTES:

ALL HARDWARE PENETRATING THE TOP OR BOTTOM EDGE OF THE DECK PLANK SHALL PASS THROUGH THE CENTER OF THAT DIMENSION.

FIELD DRILLED HOLES IN THE LOWER SPLICE BLOCK OF EACH PANEL ARE TO BE DRILLED COMPLETELY THROUGH THE BLOCK TO PREVENT

SPLITTING WHEN INSTALLING THE 5/8" DRIVE SPIKES.

THE CONTRACTOR SHALL INSTALL NELSON 8" COMPOSITE SHIMS OR EQUAL (SUPPLIED BY BRIDGE MANUFACTURER) IN ALL LOCATIONS WHERE THE

TOP OF THE SPREADER BEAM DOES NOT CONTACT THE BOTTOM OF THE DECK USING MULTIPLE SHIMS AS REQUIRED TO SHIM ENTIRE BOARD WIDTH.

ONCE INSERTED, INSTALL A #8 x 1-1/2" LONG COATED DECK SCREW BEHIND EACH SHIM TO HOLD TIGHT IN PLACE. THE CONTRACTOR SHALL

RE-TIGHTEN ALL NUTS ON THE LAST DAY OF CONSTRUCTION IN THE PRESENCE OF THE CONTRACTING OFFICER TO ENSURE ALL NUTS ARE PROPERLY

TIGHTENED. SET THREADS ON ALL BOLTS AT NUT WITH A CENTER PUNCH AFTER TIGHTENING.

HIGH STRENGTH (A449) DOME HEAD BOLTS DO NOT HAVE FINS UNDER THE HEAD AT THE SHANK.

FASTEN 3"x4" PAVING STRIP, S4S, TO DECK W/ (2) 60d NAILS @ 18" CENTERS. PRE-DRILL HOLES TO AVOID SPLITTING.

ALL TIMBER AND HARDWARE SHOWN SHALL BE PAID FOR AS: TREATED STRUCTURAL TIMBER, SUPERSTRUCTURE AND SUBSTRUCTURE.

CONTRACTOR SHOULD BE AWARE OF THE POTENTIAL TO HIT THE R.S. NAILS IN THE PREFABRICATED DECK PANELS WHEN INSTALLING THE CURB

BOLTS FOR THE CURB & SCUPPER ATTACHMENT. A 3/4" HOLE SAW IS RECOMMENDED IN DRILLING THROUGH THE R.S. NAILS FOR THIS ATTACHMENT.

SECTION THRU DECK AT ABUTMENT SECTION THRU DECK AT SPREADER BEAM

SECTION AT RAILPOST SECTION A-A CURB & SCUPPER ASSEMBLY

BEVEL DETAIL AT RAIL AND BLOCKBEVEL DETAIL AT RAILPOST

ROADWAY

SHIMMING DETAIL

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

8/2 4/2

0 1 2:

U :\U

-0

-F Y2

0 A E

T O

1\D W

W G

EASTERN REGION

FR 3458-1.4

OVER

CARP RIVER

HIAWATHA

NATIONAL FOREST

ST IGNACE

RANGER DISTRICT

STRUCTURE

DETAILS

9/3/2020

G.JUNTTILA

L.BRINKER

S. WRIGHT

U28-00286

C-07

9 8

EGLE-WRD

WRP025435 v1.0

Approved Issued On:10/02/2020

Expires On:10/02/2025

AutoCAD SHX Text

SCALE: 1" = 2'-0"

AutoCAD SHX Text

SCALE: 1" = 2'-0"

AutoCAD SHX Text

SCALE: 1" = 1'-0"

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SCALE: 1" = 1'-0"

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SCALE: 1" = 1'-0"

AutoCAD SHX Text

SCALE: 1" = 1'-0"

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SCALE: 1" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text 6"x12" CURB, S1S1E

AutoCAD SHX Text 6"x12" SCUPPER, S1S1E

AutoCAD SHX Text 2.0%

AutoCAD SHX Text 10 3/4"x6" GLU-LAM RAIL

AutoCAD SHX Text 10 1/2"x6"x8" GLU-LAM RAILPOST BLOCK, S1S (5 1/2")

AutoCAD SHX Text 10 3/4"x6" GLU-LAM RAIL

AutoCAD SHX Text 10 1/2"x6"x8" GLU-LAM RAILPOST BLOCK, S1S (5 1/2")

AutoCAD SHX Text 10 3/4"x6" GLU-LAM RAIL

AutoCAD SHX Text 3/4"x30" DM. HD. DR. SPK. DECK REINFORCEMENT, (TYP.)

AutoCAD SHX Text 6"x12"x3'-0" SCUPPER, S1S1E (TYP.)

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4" SPLIT RING CONNECTORS

AutoCAD SHX Text 3/4"x42" DM. HD. BOLT (A449) WITH (1) 4"x4"x5/16" WASHER (UNDER NUT) & (1) 4" WASHER(UNDER HEAD) PER BOLT, CURB TO DECK, FIELD DRILL DECK 4

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