22371 Drawings.pdf

PDF 5 MB Posted Aug 26, 2024

Attached to: 751/22371. ABG; NTC over Carp River - Bridge Replcment
Solicitation number: RFQ 171 240000000608 2
Issued by: Emmet County, Michigan

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Written by GovTribe AI · Mar 13, 2026

This is a construction drawings document prepared by the Michigan Department of Technology, Management and Budget, State Facilities Administration, Design and Construction Division, for the North Country National Trail Bridge Replacement project over Carp River in Wawatam Township, Emmet County, Michigan. The project involves the removal of an existing timber bridge structure and installation of a new prefabricated fiberglass reinforced polymer (FRP) pedestrian bridge with supporting infrastructure. The scope of work includes removal of the existing structure, installation of helical piers (INTECH RS2875.203 HSS 2 7/8" Schedule 40 helical piles, 48 feet long, with 8", 10", and 12" helices), treated glued laminated timber pile caps, fabricated bearing plates, an FRP pedestrian bridge, treated timber abutment planking, approach fill, curbs and bollards, and slope restoration. The design is based on AASHTO LRFD Guide Specifications for Pedestrian Bridges (December 2009) with a design live load of 90 pounds per square foot and lateral wind load of 75 PSF. The project is issued for construction as of July 23, 2024.

The design specifications require materials including Southern Pine 24F-V5 glued laminated members, Southern Pine No. 1 or better dimensional lumber, ASTM A-36 steel plates and shapes, AISI 316 stainless steel, and MDOT Grade S2 concrete with 3,500 psi strength. All steel fabrications must be hot-dipped galvanized per ASTM A123, with hardware and fasteners galvanized per ASTM A153. Timber preservative treatment must conform to AWPA Use Category 4C specifications. The project coordinates reference the Michigan State Plane Coordinate System (NAD83 2011) with elevations based on GEOID 12B NAVD88. Hydraulic analysis indicates the structure accommodates 100-year and 50-year flood events with discharge capacities of 500 CFS and 470 CFS respectively. The drainage area is 37.7 square miles. Contractor responsibilities include dewatering plan submission 15 days prior to construction and compliance with all EGLE permit requirements and Michigan Best Management Practices.

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Other files

File	Type	Posted
22371 Advertisment.pdf	PDF	Aug 26, 2024
751_22371 NCT over Carp River_Addendum 01.pdf	PDF	Aug 26, 2024
22371 Specifications.pdf	PDF	Aug 26, 2024

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Petoskey, MI 49770 P (231) 344-1150

Advancing Communities

WAWATAM TOWNSHIP, EMMET COUNTY, T39N R4W SECTION 32

300 East Mitchell St., Suite 2

NATURAL RESOURCES

MICHIGAN DEPARTMENT

PLANS OF PROPOSED CULVERT REPLACEMENT

FILE NO. : 751/22371.ABG

PARKS AND RECREATION DIVISION

P L U R I B U E

S U N U M

C I R C U M S P I C E

SI QU EREI S PENI NSUL AM AMOENAM

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE OF MICHIGAN

ROBERT C. HALL, RA, NCARB, DIRECTOR

STATE FACILITIES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

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%%ULOCATION MAP

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AMANDA H. PORATH

AutoCAD SHX Text 6201049889

AutoCAD SHX Text Registration No.

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REVISIONS

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PREPARED UNDER THE SUPERVISION OF:

http://www.ohm-eng.com http://www.ohm-eng.com http://www.ohm-eng.com AutoCAD SHX Text

BEFORE YOU DIG

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CALL MISS DIG

AutoCAD SHX Text 1-800-482-7171

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3 FULL WORKING DAYS

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%%UGENERAL NOTES

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EMMET

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COUNTY

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PROJECT LOCATION

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NCT OVER CARP RIVER LAT 45.43 43.82N LONG 84.49 35.33W

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INDEX OF SHEETS

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SHEET NO.

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DESCRIPTION

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COVER SHEET

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LEGEND

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LOG OF BORING

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REMOVAL SHEET

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GENERAL PLAN OF SITE

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GENERAL PLAN OF STRUCTURE

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SUBSTRUCTURE DETAILS

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PROJECT NO.

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SHEET NO.

AutoCAD SHX Text 7136.23.0020

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CONTRACT FOR: BRIDGE REPLACEMENT

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BRIDGE REPLACEMENT

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NORTH COUNTY TRAIL OVER CARP RIVER

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07/23/2024 ISSUED FOR CONSTRUCTION

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%%UCOUNTY KEY

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CECIL BAY RD.

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WHEELING RD.

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LINSLEY

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RD.

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FRENCH

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LAKE RD.

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TRAILS END

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BAY

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CECIL BAY RD.

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WILDERNESS PARK DR.

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WAWATAM TWP.

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BLISS TWP.

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WAWATAM TWP.

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CARP LAKE TWP.

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FRENCH

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FARM

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LAKE

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CECIL

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LAKE MICHIGAN

AutoCAD SHX Text THE DESIGN OF THIS STRUCTURE IS BASED ON THE CURRENT AASHTO "LRFD GUIDE SPECIFICATION FOR THE DESIGN OF PEDESTRIAN BRIDGES" DECEMBER 2009. THE DESIGN LIVE LOAD IS 90 POUNDS PER SQUARE FOOT (PSF). VERTICAL DEFLECTION DUE TO LIVE LOAD SHALL NOT EXCEED L/500 AT THE SERVICE LOAD LIMIT STATE. DESIGN LATERAL WIND LOAD SHALL BE TAKEN AS 75 PSF APPLIED TO THE VERTICAL PROJECTED AREA OF ALL SUPERSTRUCTURE ELEMENTS INCLUDING THE EXPOSED TRUSS MEMBERS ON THE LEEWARD SIDE OF THE BRIDGE, OR AN ALTERNATIVE LATERAL OF 35 PSF APPLIED TO THE FULL VERTICAL PROJECTED AREA OF THE BRIDGE. DESIGN WIND UPLIFT LOAD SHALL BE TAKEN AS 20 PSF APPLIED TO THE BOTTOM WIDTH OF THE BRIDGE DECK, APPLIED AT THE WINDWARD QUARTER POINT OF THE DECK WIDTH. HORIZONTAL DEFLECTION OF THE BRIDGE STRUCTURE DUE TO WIND LOAD SHALL NOT EXCEED L/500 AT THE SERVICE LOAD LIMIT STATE. BRIDGE DECK PLANKS SHALL BE DESIGNED FOR A CONCENTRATED LOAD OF 1,000 POUNDS ON A 4"x4" AREA AS A SEPARATE LOAD CASE FROM THE UNIFORMLY DISTRIBUTED LOAD NOTED ABOVE. BRIDGE SUPPLIER SHALL PROVIDE BEARING REACTIONS AT THE SERVICE LEVEL LIMIT STATE FOR EACH LOAD TYPE IN ADDITION TO BEARING DETAILS. PROVIDE ALL MATERIALS, EQUIPMENT AND LABOR REQUIRED TO REMOVE THE EXISTING STRUCTURE FROM THE SITE AND TO INSTALL THE NEW HELICAL PIERS, TREATED GLUED LAMINATED TIMBER PILE CAPS, FABRICATED BEARING PLATES, FRP PEDESTRIAN BRIDGE, TREATED TIMBER ABUTMENT PLANKING, APPROACH FILL, CURBS AND BOLLARDS AND SLOPE RESTORATION. EXCEPT WHERE OTHERWISE INDICATED ON THESE PLANS, OR IN THE PROJECT MANUAL AND SUPPLEMENTAL SPECIFICATIONS CONTAINED THEREIN, ALL MATERIALS AND WORKMANSHIP SHALL BE ACCORDING TO THE MICHIGAN DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION 2020 EDITION. THE DESIGN OF THE STRUCTURAL MEMBERS IS BASED ON MATERIAL OF THE FOLLOWING GRADES AND STRESSES: GLUED LAMINATED MEMBERS (ANSI A 190.1 AND ANSI 117): SOUTHERN PINE, 24F-V5 Fbx = 2,400 psi Fbx = 2,400 psi INDUSTRIAL GRADE WET USE CONDITIONS Ex = 1,700,000 psi Ex = 1,700,000 psi DIMENSIONAL LUMBER MEMBERS: SOUTHERN PINE NO. 1 OR BETTER Fb = VARIES BY SIZE STEEL PLATES, SHAPES AND BARS: ASTM A-36 Fy = 36,000 psi Fy = 36,000 psi STAINLESS STEEL PLATES AND BARS: AISI 316 Fy = 42,000 psi Fy = 42,000 psi STEEL PIPE: ASTM A53, GRADE B Fy = 35,000 psi Fy = 35,000 psi CONCRETE: MDOT GRADE S2 f'c = 3,500 psi PILE CAP BOLTS SHALL BE HOT DIPPED GALVANIZED ASTM A-307 WITH MATCHING NUTS AND WASHERS. LAG SCREWS FOR BEARINGS SHALL BE 316 STAINLESS STEEL WITH MATCHING WASHERS. ALL STEEL FABRICATIONS SHALL BE HOT DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A123. HARDWARE, FASTENERS, ETC. SHALL BE HOT DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A153. PROVIDE TOUCH-UP OF ABRADED OR DAMAGED GALVANIZED COATING WITH HIGH ZINC DUST CONTENT PAINT WITH A DRY FILM CONTAINING NOT LESS THAN 94% ZINC DUST BY WEIGHT COMPLYING WITH SSPC PAINT 20. WELDING SHALL BE IN ACCORDANCE WITH THE STRUCTURAL WELDING CODE-STEEL (AWS D1.1, CURRENT EDITION). ALL WELDS SHALL BE PERFORMED BY WELDERS QUALIFIED FOR THE WELDS AND POSITIONS UTILIZED. USE E70XX LOW-HYDROGEN ELECTRODES. PRESERVATIVE TREATMENT OF DIMENSIONAL LUMBER SHALL CONFORM TO AWPA USE CATEGORY 4C (UC4C) FOR GROUND CONTACT USING ALKALINE COPPER QUAT (ACQ) OR COPPER AZOLE (CA) IN ACCORDANCE WITH AWPA U1-04. PRESERVATIVE TREATMENT OF GLUED LAMINATED TIMBERS SHALL CONFORM TO AWPA USE CATEGORY 4C (UC4C) FOR GROUND CONTACT USING PENTACHLOROPHENOL IN LIGHT OIL (PCP-C) WITH LAMINATIONS TREATED AND DRIED PRIOR TO GLUING. FIELD TREAT ALL CUTS, DRILLED HOLES, KERFS, ETC. BY BRUSHING, DIPPING, SOAKING OR COATING WITH 2% SOLUTION OF COPPER NAPHTHENATE (CuN) MEETING THE REQUIREMENTS OF AWPA STANDARD M4 (DO NOT SPRAY).

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300 East Mitchell St., Suite 2 Petoskey, MI 49770 P (231) 344-1150

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P L U R I B U E

S U N U M

C I R C U M S P I C E

SI QU EREI S PENI NSUL AM AMOENA M

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE OF MICHIGAN

ADAM P. LACH, RA, DIRECTOR

STATE FACILITIES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

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HAND HOLE

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GAS VENT

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MONUMENT

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MONITORING WELL

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PHONE BOOTH

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PK NAIL

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POST

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SOIL BORING

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SECTION CORNER

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SIGN

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STUMP

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TRAFFIC SIGNAL

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TRANSFORMER PAD

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TRAVERSE POINT

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UNDERGROUND MARKER

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PRIVATE UTILITY MANHOLE

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UTILITY POLE

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RAILROAD CROSSING

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ELECTRICAL *

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GRADING LIMIT

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SALVAGE

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HMA BASE CRUSHING AND SHAPING

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HMA SURFACE REMOVAL

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12" STM

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FIRE HYDRANT

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CULVERT

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METER PIT

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CLEAN OUT

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CULVERT W/O END SECTION

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SPRINKLER HEAD

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http://www.ohm-advisors.com

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before you dig.Call

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ARCHITECTS ENGINEERS PLANNERS

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300 East Mitchell St., Suite 2 Petoskey, MI 49770 P (231) 344-1150

/23

/20

P L U R I B U E

S U N U M

C I R C U M S P I C E

SI QU EREI S PENI NSUL AM AMOENA M

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE OF MICHIGAN

ADAM P. LACH, RA, DIRECTOR

STATE FACILITIES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

AutoCAD SHX Text SOIL BORINGS: 1. "N" BLOWS PER FOOT DENOTES NUMBER OF BLOWS REQUIRED TO "N" BLOWS PER FOOT DENOTES NUMBER OF BLOWS REQUIRED TO DRIVE A 2" O.D. SPLIT SPOON SAMPLER THROUGH 3 SUCCESSIVE 6-INCH INCREMENTS USING A 140# HAMMER FALLING 30 INCHES. 2. CONSISTENCY WAS DETERMINED BY INSPECTION OF SAMPLES AND CONSISTENCY WAS DETERMINED BY INSPECTION OF SAMPLES AND SUBSTANTIATED BY SOILS RESISTANCE TO DRILLING TOOLS AND LABORATORY TESTING. 3. THE SOIL BORING LOG REPRESENTS POINT INFORMATION. THE SOIL BORING LOG REPRESENTS POINT INFORMATION. PRESENTATION OF THIS INFORMATION IN NO WAY SUGGESTS THAT SUBSURFACE CONDITIONS ARE THE SAME AT LOCATIONS OTHER THAN EXACT LOCATION OF THE BORING. 4. LOCATION OF SOIL BORING IS ALSO SHOWN ON THE GENERAL PLAN LOCATION OF SOIL BORING IS ALSO SHOWN ON THE GENERAL PLAN OF SITE SHEET. 5. WATER LEVELS MAY BE INFLUENCED BY TIME, SEASONAL, AND WATER LEVELS MAY BE INFLUENCED BY TIME, SEASONAL, AND VARIATIONS IN PRECIPITATION.

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P L U R I B U E

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C I R C U M S P I C E

S I QU EREI S PENI NSULAM AMOENA M

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE OF MICHIGAN

ADAM P. LACH, RA, DIRECTOR

STATE FACILITIES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

http://www.ohm-advisors.com AutoCAD SHX Text

PLAN

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CARP RIVER

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1. HORIZONTAL CONTROL IS BASED ON MICHIGAN STATE PLANE COORDINATE SYSTEM, CENTRAL ZONE NAD83(2011). HORIZONTAL CONTROL IS BASED ON MICHIGAN STATE PLANE COORDINATE SYSTEM, CENTRAL ZONE NAD83(2011). 2. TOPOGRAPHIC SURVEY PERFORMED BY OHM ADVISORS, INC DECEMBER 10, 2018. TOPOGRAPHIC SURVEY PERFORMED BY OHM ADVISORS, INC DECEMBER 10, 2018. 3. ELEVATIONS ARE BASED ON MICHIGAN STATE PLANE COORDINATE SYSTEM, CENTRAL ZONE, GEOID 12B NAVD88. ELEVATIONS ARE BASED ON MICHIGAN STATE PLANE COORDINATE SYSTEM, CENTRAL ZONE, GEOID 12B NAVD88. 4. CONTOUR INTERVAL IS ONE FOOT. CONTOUR INTERVAL IS ONE FOOT. 5. REMOVAL OF EXISTING TIMBER STRUCTURE INCLUDES REMOVING EXISTING TIMBER BRIDGE DECK AND RAILS, REMOVAL OF EXISTING TIMBER STRUCTURE INCLUDES REMOVING EXISTING TIMBER BRIDGE DECK AND RAILS, EXISTING TIMBER SUPERSTRUCTURE AND EXISTING SUBSTRUCTURE IN THEIR ENTIRETY AND DISPOSED OF OFF SITE. 6. CLOSE TRAIL AT SITE DURING CONSTRUCTION IN ACCORDANCE WITH THE 2011 MICHIGAN MANUAL OF UNIFORM CLOSE TRAIL AT SITE DURING CONSTRUCTION IN ACCORDANCE WITH THE 2011 MICHIGAN MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, AS REVISED, AND AS DIRECTED BY THE NORTH COUNTRY TRAIL ASSOCIATION. 7. UNPROTECTED SLOPES SHALL BE TOPSOILED, SEEDED AND MULCHED (MULCH BLANKET) AS SOON AS POSSIBLE. UNPROTECTED SLOPES SHALL BE TOPSOILED, SEEDED AND MULCHED (MULCH BLANKET) AS SOON AS POSSIBLE. PAID AS SLOPE RESTORATION. 8. SUBMIT A DEWATERING PLAN FOR REVIEW/APPROVAL AT LEAST 15 DAYS PRIOR TO START OF CONSTRUCTION SUBMIT A DEWATERING PLAN FOR REVIEW/APPROVAL AT LEAST 15 DAYS PRIOR TO START OF CONSTRUCTION OPERATIONS. 9. ALL PERMIT REQUIREMENTS SET BY THE EGLE SHALL BE STRICTLY ADHERED TO. MICHIGAN'S "BEST MANAGEMENT ALL PERMIT REQUIREMENTS SET BY THE EGLE SHALL BE STRICTLY ADHERED TO. MICHIGAN'S "BEST MANAGEMENT PRACTICES" SHALL BE FOLLOWED WHERE RELEVANT TO THIS PROJECT. 10. OLD PLANS ARE NOT AVAILABLE FOR THIS PROJECT. OLD PLANS ARE NOT AVAILABLE FOR THIS PROJECT. 11. WATER LEVELS SUBJECT TO CHANGE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING A DETERMINATION OF WATER WATER LEVELS SUBJECT TO CHANGE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING A DETERMINATION OF WATER LEVELS THAT MAY EXIST DURING CONSTRUCTION. 12. MEASURES SHALL BE TAKEN TO PREVENT DEBRIS FROM FALLING FROM THE STRUCTURE. IF DEBRIS FALLS INTO MEASURES SHALL BE TAKEN TO PREVENT DEBRIS FROM FALLING FROM THE 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 PREVENTATIVE MEASURES MUST BE EFFECTIVE.

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GENERAL SHEET NOTES

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NORTH COUNTRY NATIONAL TRAIL

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EDGE OF WATER

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EDGE OF TRAIL

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EDGE OF TRAIL

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STRUCTURES, REM. REMOVE EXISTING TIMBER STRUCTURE.

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ELEVATION

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OHWM = 604.50

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ABUT A

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PIER 1

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PIER 2

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PIER 3

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PIER 4

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ABUT B

AutoCAD SHX Text STRUCTURES, REM. REMOVE EXISTING TIMBER STRUCTURE INCLUDING ALL EXISTING SUBSTRUCTURE UNITS.

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EL 607.97 EX MIN UND CLR

AutoCAD SHX Text STRUCTURES, REM. REMOVE EX 4-LAYERS OF EX TIMBER BLOCKING BETWEEN PILE CAP AND TOP OF PILE.

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EX SECTION A-A

AutoCAD SHX Text 1" = 1'

AutoCAD SHX Text EX 2x4

AutoCAD SHX Text EX 2x6 DECK

AutoCAD SHX Text EX 2x4

AutoCAD SHX Text EX 4x4

AutoCAD SHX Text EX 2x6 STRINGER (TYP OF 3)

AutoCAD SHX Text EX 6x8

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EX ROUND STRINGERS APPROX 10" (TYP OF 3)

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EX TIMBER POSTS APPROX 10" (TYP OF 3)

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NOTE: 1. ALL MATERIAL TREATED TIMBER UNO.ALL MATERIAL TREATED TIMBER UNO.

AutoCAD SHX Text 23.82%

AutoCAD SHX Text 1.40%

AutoCAD SHX Text 0%

AutoCAD SHX Text 3.85%

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OBS WTR SFC = 603.07 (12.10.2018)

APPROXIMATE LOCATION OF SOIL BORING

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S I QU EREI S PENI NSULAM AMOENA M

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE OF MICHIGAN

ADAM P. LACH, RA, DIRECTOR

STATE FACILITIES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

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EX GROUND

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EX/CONST

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AGGREGATE SURFACE COURSE, 6 INCH,

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PROPOSED TYPICAL

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2 (TYP)

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HINGE POINT, TYP

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2%%% TYP

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SLOPE STAKE LINE, TYP

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JOB BENCHMARK #200 YELLOW BENCH TIE NE SIDE 16" PINE ELEV 608.28

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TRAVERSE POINT #100 N 879778.63 E 19567559.59 ELEV 605.65

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PLAN

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PROFILE ALONG CONST

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VERT SCALE: 1" = 2'

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HORIZ SCALE: 1" = 10'

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CARP RIVER

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EL 603.07 OBS WTR SFC (12/10/18)

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EX GROUND EL AT CONST

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PROP GROUND GRADE AT CONST

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NORTH COUNTRY NATIONAL TRAIL

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EDGE OF WATER

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PROP EDGE OF TRAIL

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PROP EDGE OF TRAIL

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EL 607.97 EX MIN UND CLR

AutoCAD SHX Text PRE-ENGINEERED FIBERGLASS BRIDGE. PREFABRICATED FRP PED BRIDGE, FURN AND FAB AND PREFABRICATED FRP PED BRIDGE, ERECT

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POE STA 1+29.00

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POB STA 0+05.00

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POE STA 1+29.51

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POB STA 0+05.00

AutoCAD SHX Text -3.06%

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EL 607.62 PROP MIN UND CLR

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RIPRAP, PLAIN ON GEOTEXTILE LINER (TYP)

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EL 604.50 OHWM

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RIPRAP, PLAIN ON GEOTEXTILE LINER (TYP)

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REF LINE A STA 0+38.39 EL 608.85

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REF LINE B STA 1+18.06 EL 611.25

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FIX

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EXP

AutoCAD SHX Text INTECH RS2875.203 HSS 2 7/8" SCH 40 HELICAL PILES WITH 8", 10", 12" HELICES, OR EQUAL 48 FT LONG. MIN TIP EL 562.0 AND THE EST TIP EL 552.0 INSTALLED TO A MINIMUM EFFECTIVE TORQUE OF 2950 FT-LB. HELICAL PIERS.

AutoCAD SHX Text LONGITUDINAL AND TRANSVERSE BATTER PILES (2V:1H) INTECH RS2875.203 HSS 2 7/8" SCH 40 HELICAL PILES WITH 8", 10", 12" HELICES, OR EQUAL 48 FT LONG. APPROX MIN TIP EL 562.0 AND THE EST TIP EL 552.0 INSTALLED TO A MINIMUM EFFECTIVE TORQUE OF 2950 FT-LB. HELICAL PIERS.

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BM#200

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TP#100

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TP#101

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TRAVERSE POINT #101 N 879778.62 E 19567692.43 ELEV 609.99

AutoCAD SHX Text INTECH RS2875.203 HSS 2 7/8" SCH 40 HELICAL PILES WITH 8", 10", 12" HELICES, OR EQUAL 48 FT LONG. MIN TIP EL 562.0 AND THE EST TIP EL 555.0 INSTALLED TO A MINIMUM EFFECTIVE TORQUE OF 2950 FT-LB. HELICAL PIERS.

AutoCAD SHX Text LONGITUDINAL AND TRANSVERSE BATTER PILES (2V:1H) INTECH RS2875.203 HSS 2 7/8" SCH 40 HELICAL PILES WITH 8", 10", 12" HELICES, OR EQUAL 48 FT LONG. APPROX MIN TIP EL 562.0 AND THE EST TIP EL 555.0 INSTALLED TO A MINIMUM EFFECTIVE TORQUE OF 2950 FT-LB. HELICAL PIERS.

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PILE LAYOUT SCHEMATIC

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SEE SHEET 7 FOR DIMENSIONS

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VERTICAL PILE

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BATTERED PILE, TYP

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PILE LAYOUT SCHEMATIC

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SEE SHEET 7 FOR DIMENSIONS

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VERTICAL PILE

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BATTERED PILE, TYP

AutoCAD SHX Text PT 6x6 CURB BOTH SIDES. STRUCTURE, TIMBER, MODIFIED. SEE SHEET 7.

AutoCAD SHX Text PRE-ENGINEERED FIBERGLASS BRIDGE. PREFABRICATED FRP PED BRIDGE, FURN AND FAB AND PREFABRICATED FRP PED BRIDGE, ERECT

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EMBANKMENT, CIP TYP

AutoCAD SHX Text PT 6x6 CURB BOTH SIDES WITH #4x2'-0" REBAR "SPIKES" AT 2'-0". STRUCTURE, TIMBER, MODIFIED.

PT 6x6 CURB BOTH SIDES WITH #4x2'-0" REBAR "SPIKES" AT 2'-0". STRUCTURE, TIMBER, MODIFIED.

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300 East Mitchell St., Suite 2 Petoskey, MI 49770 P (231) 344-1150

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P L U R I B U E

S U N U M

C I R C U M S P I C E

S I QU EREI S PENI NSULAM AMOENAM

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE OF MICHIGAN

ADAM P. LACH, RA, DIRECTOR

STATE FACILITIES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

http://www.ohm-advisors.com AutoCAD SHX Text

PLAN

AutoCAD SHX Text 1" = 5'

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AutoCAD SHX Text GRAPHIC SCALE: 1 inch =

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CARP RIVER

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NORTH COUNTRY NATIONAL TRAIL

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ELEVATION

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RIPRAP HEADER DETAILS

AutoCAD SHX Text TOP OF RIPRAP MUST BE AT OR BELOW EXISTING STREAMBED/ SLOPE ELEVATION. AN APPROPRIATE METHOD OF WATER DIVERSION FOR PLACING RIPRAP SHALL BE PROPOSED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. IF WATER IS SHALLOW (LESS THAN TWO FEET), TEMPORARY CONCRETE BARRIERS OR SANDBAGS MAY BE USED TO DIVERT FLOW. THE RIPRAP SCHEME SHOWN IS A MINIMUM REQUIREMENT FOR SCOUR. *RIPRAP LIMITS ARE APPROXIMATE. RIPRAP SHALL EXTEND FROM TOP OF BANK TO BOTTOM OF EXISTING CHANNEL AT A 1 ON 2 SLOPE.

AutoCAD SHX Text 2'-0"

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10' MIN

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1 ON 2 OR EXISTING SLOPE

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TOE HEADER

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SIDE HEADER

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GEOTEXTILE LINER

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STREAMBED

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WATER SURFACE ELEVATION

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ABUTMENT FACE

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RIPRAP, PLAIN

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DISCHARGE

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100-YEAR

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50-YEAR

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DATA

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FLOOD

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SUMMARY OF HYDRAULIC ANALYSIS

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FACE OF

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FACE OF

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STRUCTURE

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EXISTING

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WATER

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(CFS)

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ELEV.

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AT U/S

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SURFACE

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VELOCITY IN

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(FPS)

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CHANNEL IN

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STRUCTURE

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(FPS)

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CHANNEL IN

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VELOCITY IN

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PROPOSED

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WATER

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ELEVATION AT

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SURFACE

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WATERWAY

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(SFT) AT

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D/S FACE

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AREA

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CHANGE IN

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PROPOSED

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U/S FACE OF

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WS EL AT

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STRUCTURE

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MAXIMUM BRIDGE AREA BELOW LOW CHORD IS 404.72 SQUARE FT

AutoCAD SHX Text CARP LAKE RIVER AT NORTH COUNTRY TRAIL, SECTION 32, T39N, R4W, WAWATAM TOWNSHIP, EMMET COUNTY, HAS A DRAINAGE AREA OF 37.7 SQUARE MILES AND A CONTRIBUTING DRAINAGE AREA OF 37.6 SQUARE MILES. THE 10%, 4%, 2%, 1%, 0.5%, AND 0.2% CHANCE PEAK FLOWS ARE ESTIMATED TO BE 370 CUBIC FEET PER SECOND (CFS), 430 CFS, 470 CFS, 500 CFS, 550 CFS, 600 CFS, RESPECTIVELY. (WATERSHED BASIN NO. 10L PINE (LAKE CHARLEVOIX)).

AutoCAD SHX Text 0.00

AutoCAD SHX Text 120.63

AutoCAD SHX Text 126.72

AutoCAD SHX Text 4.49

AutoCAD SHX Text 4.60

AutoCAD SHX Text 604.73

AutoCAD SHX Text 604.83

AutoCAD SHX Text 4.49

AutoCAD SHX Text 4.60

AutoCAD SHX Text 604.73

AutoCAD SHX Text 604.83

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OBS WTR SFC = 603.07 (12.10.2018)

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ABUT A

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ABUT B

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PROP SECTION A-A

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PLAN GRADE

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RIPRAP, PLAIN ON GEOTEXTILE LINER (TYP)

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SOIL EROSION AND SEDIMENTATION CONTROL ITEMS

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(SEE STANDARD PLAN R-96-SERIES FOR DETAILS)

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KEY NO

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NAME

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PERMANENT/TEMPORARY SEEDING

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RIPRAP

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SILT FENCE

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MULCH BLANKET

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AutoCAD SHX Text 3x12 PT SOUTHERN PINE NO. 1 OR BETTER DECKING

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RIPRAP, PLAIN ON GEOTEXTILE LINER (TYP)

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OHWM = 604.50

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REF LINE A

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REF LINE B

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1. DO NOT SCALE DRAWINGS, USE DIMENSIONS, CALCULATE DIMENSIONS. DO NOT SCALE DRAWINGS, USE DIMENSIONS, CALCULATE DIMENSIONS. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING COMPLETE AND FUNCTIONING SYSTEMS CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING COMPLETE AND FUNCTIONING SYSTEMS ITEM NOT SPECIFICALLY SHOWN IN THESE DRAWINGS WHICH ARE NORMALLY CONSIDERED NECESSARY SHALL BE PROVIDED AT NO ADDITIONAL COST. 3. SUBMIT STRUCTURAL SHOP DRAWINGS FOR HELICAL ANCHORS, STEEL BRACKETS AND BEARING SUBMIT STRUCTURAL SHOP DRAWINGS FOR HELICAL ANCHORS, STEEL BRACKETS AND BEARING ASSEMBLIES FOR ENGINEER'S APPROVAL, PRIOR TO FABRICATION. 4. FOUNDATION SYSTEM SHOWN IS BASED ON THE FOLLOWING PRELIMINARY DESIGN REACTIONS FOUNDATION SYSTEM SHOWN IS BASED ON THE FOLLOWING PRELIMINARY DESIGN REACTIONS AND DIMENSIONS. ENGINEER RESERVES THE RIGHT TO REVISE THE FOUNDATION, AS NEEDED, BASED ON THE FINAL REACTIONS AND DIMENSION TO BE PROVIDED BY BRIDGE MANUFACTURER. VERTICAL DEAD LOAD REACTION 3.1 KIPS PER BEARING (4 PLACES) VERTICAL LIVE LOAD REACTION 9.9 KIPS PER BEARING (4 PLACES) LATERAL WIND LOAD REACTION 3.1 KIPS PER BEARING (4 PLACES)

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GENERAL SHEET NOTES

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TURBIDITY CURTAIN

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AutoCAD SHX Text PT 6x6 EDGING AND PIPE BOLLARDS, SEE SHEET 7

AutoCAD SHX Text PRE-ENGINEERED FIBERGLASS BRIDGE. PREFABRICATED FRP PED BRIDGE, FURN AND FAB AND PREFABRICATED FRP PED BRIDGE, ERECT

PRE-ENGINEERED FIBERGLASS BRIDGE. PREFABRICATED FRP PED BRIDGE, FURN AND FAB AND PREFABRICATED FRP PED BRIDGE, ERECT

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300 East Mitchell St., Suite 2 Petoskey, MI 49770 P (231) 344-1150

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P L U R I B U E

S U N U M

C I R C U M S P I C E

S I QU EREI S PENI NSULAM AMOENAM

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE OF MICHIGAN

ADAM P. LACH, RA, DIRECTOR

STATE FACILITIES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

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SECTION AT ENDS

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DETAIL - END SHOES

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DETAIL - END SHOES

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ELEVATION - FRONT

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SECTION AT BRIDGE

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DETAIL - BEARING PLATE

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(TYP OF 6)

AutoCAD SHX Text 10 1/2"x16 1/2" GLUELAM PILE CAP. STRUCTURE, TIMBER, MODIFIED

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VERTICAL HELICAL PILE (2 - SIDES)

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LONGITUDINALLY BATTERED HELICAL PILE (2 - SIDES)

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NOTE: BACK WALL NOT SHOWN.

AutoCAD SHX Text 10 1/2"x16 1/2" GLUELAM PILE CAP. CHAMFER EDGES AT FILLET WELDS

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VERTICAL HELICAL PILE (2 - SIDES). HELICAL PIERS.

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AutoCAD SHX Text LONGITUDINALLY BATTERED HELICAL PILE (2 - SIDES) FIELD CUT AND WELD SHAFT TO PLATE, TYP. HELICAL PIERS.

AutoCAD SHX Text 3/4" x 1'-1" x 1'-4". STEEL, MIXED, FURN, FAB & ERECT.

AutoCAD SHX Text 1/2" x 1'-0" x 1'-4" NS & FS. STEEL, MIXED, FURN, FAB & ERECT.

AutoCAD SHX Text FIELD CUT/GRIND 3/16" FLAT FOR WELD TO s (TYP)

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AutoCAD SHX Text TRANSVERSE BATTERED HELICAL PILE (2 - SIDES) FIELD CUT AND WELD SHAFT TO PLATE, TYP. HELICAL PIERS.

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AutoCAD SHX Text VERTICAL HELICAL PILE AT OF PILE CAP AND LONGITUDINALLY BATTERED HELICAL PILE (2 - SIDES). HELICAL PIERS.

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6 - 13/16" HOLES(2 - SIDES)

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4 - 13/16" DRILLEDHOLES PERP TO SLOPED TOP SURFACE

1/8" RADIUS ALONG (2) LONG SIDES AT TOP

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MILL AND POLISH TOP SURFACE TO MATCH BRIDGE SLOPE

AutoCAD SHX Text STAINLESS STEEL 3/4" x 10 1/2" x 1'-2" STAINLESS STEEL BEARINGS.

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3/8" SHIM. SEE DETAIL

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DETAIL - SHIM/GUIDE PLATE

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(TYP OF 12, 2 PER BRG )

2 - 13/16" DRILLED HOLES

AutoCAD SHX Text STAINLESS STEEL 3/8"x "x9" SHIM. STAINLESS STEEL BEARINGS.

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TRANSVERSE BATTERED HELICAL PILE (2 - SIDES)

AutoCAD SHX Text VERTICAL HELICAL PILE AT OF PILE CAP AND LONGITUDINALLY BATTERED HELICAL PILE, FAR SIDE (2 - SIDES)

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BRIDGE

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PDL DL PLLLL

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PDL DL PLLLL

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EMBANKMENT SLOPE 2H:1V TYP

REF PT A AT REF PT B AT

AutoCAD SHX Text PT 2x6 S4S + PT 2x4 S4S CAPTURE MEMBRANE BETWEEN 2x4 AND 2x12 PLANKING. STRUCTURE, TIMBER, MODIFIED.

AutoCAD SHX Text WATERPROOFING MEMBRANE STAPLED TO 2x12 PLANKS WITH SS STAPLES

AutoCAD SHX Text PT 2x12 S4S VERTICAL PLANKING. STRUCTURE, TIMBER, MODIFIED.

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(2) PT 2x4 S4S TOP AND BOTTOM. TERMINATE (1) PLY AT BOTTOM PILE CONN s. STRUCTURE, TIMBER, MODIFIED

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TAPERED BRG ORIENTATION VARIES. ABUT B SHOWN

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(4) 3/4" x8" SS LAG SCREWSWITH SS WASHERS AT EACH BEARING, TYP

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T/PILE CAP EL 607.94 AT ABUT A EL 610.31 AT ABUT B

AutoCAD SHX Text PLACE PT 5/4x10x16" S4S BETWEEN BOTH TRUSS CHORDS AND PLANK WALL AT FIXED BRG ONLY AND FASTEN TO PLANKS (NOT SHOWN). STRUCTURE, TIMBER, MODIFIED.

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PLAN - APPROACH

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DETAIL - BOLLARD

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BRIDGE

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REF LINE A OR B

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SEE SECTION AT BRDIGE THIS SHEET FOR INFO

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PIPE BOLLARD SEE DETAIL

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SLOPE

AutoCAD SHX Text PT 6x6 CURB BOTH SIDES WITH #4x2'-0" REBAR "SPIKES" AT 2'-0". STRUCTURE, TIMBER, MODIFIED.

AutoCAD SHX Text INSTALL 7" x52" LONG NON-REMOVABLE ROUND TOP BOLLARD COVEROVER STEEL PIPE. BOLLARD COVER SHALL BE MINIMUM 1/8" THICK POLYETHYLENE, COLOR SHALL BE SAFETY YELLOW. BOLLARD COVER SHALL INCLUDE "GRIPPER TABS" THAT MAKE THEM NON-REMOVABLE. NON-REMOVABLE ROUND TOP BOLLARD COVER SHALL BE BOLLARDGARD BY INNOPLAST OR APPROVED EQUAL.

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DRAIN AWAY FROM POST (TYP)

AutoCAD SHX Text CONRETE FILLED 6" STD WEIGHT STEEL PIPE x 8'-0"LONG. STEEL, MIXED, FURN, FAB & ERECT AND CONCRETE, 3500..

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22A AGGREGATE

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24" MIN CONCRETE BASE.CONRETE, 3500.

AutoCAD SHX Text 1/2"x1/2" FORMED VOID FILLED WITH SEALANT

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3-SIDES TYP

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AutoCAD SHX Text 3/4" x14" LG HDG A-307BOLTS WITH MATCHING NUTS. FIELD DRILL 13/16" HOLESIN BEAM. STEEL, MIXED, FURN, FAB & ERECT.

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TYP

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TYP

AutoCAD SHX Text 1/4

AutoCAD SHX Text 1 7

AutoCAD SHX Text

AGGREGATE SFC CSE, 6 INCH, MODIFIED

AutoCAD SHX Text

SLOPE

AutoCAD SHX Text 1V:2H

AutoCAD SHX Text

SLOPE

AutoCAD SHX Text 1V:2H

AutoCAD SHX Text

SLOPE RESTORATION

AutoCAD SHX Text

SLOPE RESTORATION

AutoCAD SHX Text

INSTALL REFECTIVE TAPE

AutoCAD SHX Text

EXCAVATION, EARTH AND BACKFILL, STRUCTURE, CIP LIMITS

AutoCAD SHX Text

EXCAVATION, EARTH AND BACKFILL, STRUCTURE, CIP LIMITS

AutoCAD SHX Text 10 1/2"x16 1/2" GLUELAM PILE CAP. STRUCTURE, TIMBER, MODIFIED

10 1/2"x16 1/2" GLUELAM PILE CAP. STRUCTURE, TIMBER, MODIFIED.

Sheets and Views

1 COVER SHEET

2 LEGEND

3 LOG OF BORING

4 REMOVAL SHEET

5 GENERAL PLAN OF SITE

6 GENERAL PLAN OF STRUCTURE

7 DETAILS

File details come from the government source that posted it. Updated Mar 12, 2026.