751_22022_ABG Stanley Lake Stream Crossing Addendum 01_Part3.pdf
PDF 1 MB Posted
- Solicitation number
- RFQ - 171 - 230000000018
- Issued by
- Iron County, Michigan
About this file
This document is an addendum to a contract opportunity for the Michigan Department of Natural Resources to construct a new bridge over the Little Fox River at Stanley Lake Road in Schoolcraft County, Michigan. The project involves removing the existing structure and constructing a new modular steel bridge with a cast-in-place concrete deck, timber wearing surface, or precast concrete panel deck. Key details include the 100-year flood design, required riprap and streambed protection, and quantities for items such as excavation, backfill, reinforcement, concrete, and bearings. Bids are due by 2:00 PM on the bid date, and the contract will be awarded afterwards.
The document provides information on the hydraulic design, structural details, and construction requirements for the new bridge. It specifies use of galvanized steel, HL-93 modified live load design, and geotextile liner under the riprap. The project has an estimated cost for the base bid, with two alternate bid options. Funding sources are not provided, but the contract will be administered through the Michigan Department of Technology, State Facilities Administration, Design and Construction Division.
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SB#1
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SB#2
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DRAWING PATH:
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SHEET
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DATE
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PROJ MGR
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PROJ NUMBER
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REVISIONS:
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OHM-ADVISORS.COM
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ARCHITECTS ENGINEERS PLANNERS
AutoCAD SHX Text COPYRIGHT 2016 OHM ALL DRAWINGS AND WRITTEN MATERIALS APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF OHM AND THE SAME MAY NOT BE DUPLICATED, DISTRIBUTED, OR DISCLOSED WITHOUT PRIOR WRITTEN CONSENT OF OHM
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COUNTY
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MUNICIPALITY
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MICHIGAN DEPARTMENT OF NATURAL RESOURCES
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STANLEY LAKE ROAD STREAM CROSSING
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GENERAL PLAN OF STRUCTURE
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OF 10
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AutoCAD SHX Text 7136-22-0050
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SCHOOLCRAFT
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AutoCAD SHX Text 300 East Mitchell St., Suite 2
AutoCAD SHX Text Petoskey, MI 49770
AutoCAD SHX Text P (231) 344-1150
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ISSUED FOR BIDS 12-02-22
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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 OF
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WS EL __
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STRUCTURE
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MAXIMUM BRIDGE AREA BELOW LOW CHORD IS 262.5 SQUARE FT
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AutoCAD SHX Text 850.36
AutoCAD SHX Text 0.97
AutoCAD SHX Text 850.35
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AutoCAD SHX Text 117.53
AutoCAD SHX Text 0.01
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AutoCAD SHX Text 850.55
AutoCAD SHX Text 1.05
AutoCAD SHX Text 850.54
AutoCAD SHX Text 1.07
AutoCAD SHX Text 126.26
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AutoCAD SHX Text LITTLE FOX RIVER AT STANLEY LAKE ROAD, SECTION 11, T47N, R15W, SENEY TOWNSHIP, SCHOOLCRAFT COUNTY, HAS A TOTAL DRAINAGE AREA OF 15.9 SQUARE MILES AND A CONTRIBUTING DRAINAGE AREA OF 10.7 SQUARE MILES. THE 50%, 10%, 4%, 2%, 1%, AND 0.2% CHANCE PEAK FLOWS ARE ESTIMATED TO BE 35 CUBIC FEET PER SECOND (CFS), 90 CFS, 130 CFS, 160 CFS, 190 CFS, AND 280 CFS, RESPECTIVELY. (WATERSHED BASIN NO. 49 MANISTIQUE).
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STANLEY LAKE ROAD
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LITTLE FOX RIVER
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RIPRAP, FIELDSTONE (TYP)
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ELEVATION
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EL 848.15 OBS WTR SFC 05.06.2022
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EX GRADE
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EL 853.00 PROP UND'CL
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EL 847.00 BOTT/CHANNEL
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MODULAR STEEL BRIDGE
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EL 852.75 T/FTG ABUT A & B
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PLAN
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SECTION
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MODULAR STEEL BRIDGE
AutoCAD SHX Text MODULAR STEEL BRIDGE MEMBER SIZES, BEARINGS, ANCHOR RODS, ETC. DESIGNED BY BRIDGE ENGINEER.
AutoCAD SHX Text TL-2 BRIDGE RAILING, (TYP) DESIGNED BY THE BRIDGE ENGINEER. COORDINATE WITH APPROACH RAILING
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BRIDGE RAILING, (TYP)
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EL 852.00 T/RIPRAP
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TURBITY CURTAIN, (TYP)
AutoCAD SHX Text BASE BID: CAST-IN-PLACE REINFORCED CONCRETE WEARING SURFACE ON HOT DIPPED GALVANIZED METAL STRUCTURAL DECK - DESIGNED BY BRIDGE ENGINEER. ALTERNATE BID 1: TIMBER WEARING SURFACE ON GALVANIZED METAL STRUCTURAL DECK - DESIGNED BY BRIDGE ENGINEER. ALTERNATE BID 2: PRECAST CONCRETE PANEL DECK - DESIGNED BY BRIDGE ENGINEER.
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REF PT B STA 2+72.50 EL = 856.78
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REF PT A STA 2+02.50 EL = 856.78
AutoCAD SHX Text NOTES: THE DESIGN OF THIS STRUCTURE SHALL BE 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 IS REPLACED BY A SINGLE 60-KIP AXLE LOAD BEFORE APPLICATION OF THIS 1.2 FACTOR. THE RESULTING LOAD IS DESIGNATED HL-93 MOD. LIVE LOAD PLUS DYNAMIC LOAD ALLOWANCE DEFLECTION DOES NOT EXCEED 1/800 OF SPAN LENGTH. THE DESIGN OF THE DECK SLAB SHALL BE BASED UPON THE STRIP METHOD AS DEFINED IN THE CURRENT AASHTO LRFD BRIDGE DESIGN SPECIFICATION, UTILIZING HL-93 LOADING. DO NOT USE BROKEN CONCRETE FOR RIPRAP. PLACE GEOTEXTILE LINER ON ALL SLOPES PRIOR TO PLACING RIPRAP. PAYMENT FOR GEOTEXTILE LINER IS INCLUDED IN THE BID. . THE ABUTMENT MAXIMUM AVERAGE FOUNDATION PRESSURE IS CALCULATED TO BE 2,500 PSF FOR SERVICE LIMIT STATE, AND 3,800 PSF FOR STRENGTH LIMIT STATE AND ARE BASED ON A GROSS FOOTING WIDTH OF 5.0 FT. A COFFERDAM HAS NOT BEEN PROVIDED FOR THIS STRUCTURE. USE OTHER MEANS OF WATER CONTROL AS APPROVED BY THE ENGINEER. DO NOT DISTURB THE STREAM BED. WATER CONTROL, WHETHER IT BE BY COFFERDAM OR OTHER APPROVED MEANS, IS INCLUDED IN THE BID. DO NOT USE WHEELED, ROLLER BASED OR MACHINE MOUNTED COMPACTION EQUIPMENT TO COMPACT THE SUBGRADE, SUBBASE, AND BASE WITHIN 10’ OF THE FOOTING AFTER IT IS BUILT. USE ONLY HAND/PLATE OF THE FOOTING AFTER IT IS BUILT. USE ONLY HAND/PLATE COMPACTORS WITH A CONTACT PRESSURE THAT DOES NOT EXCEED 10 PSI. CONTACT THE ENGINEER TO PERFORM A FOOTING BEARING CHECK 48 HOURS PRIOR TO EXCAVATING TO THE BOTTOM OF THE EXCAVATION. ANCHOR RODS MAY BE ADHESIVE ANCHORED IN HOLES DRILLED IN THE CONCRETE AT ABUTMENT A AND B. APPLY LOW TEMPERATURE PROTECTION OF CONCRETE ACCORDING TO SECTION 706.03.J OF THE STANDARD SPECIFICATIONS FOR CONSTRUCTION. LOW TEMPERATURE PROTECTION OF CONCRETE IS INCLUDED IN THE BID. POUR SILLS AGAINST UNDISTURBED SOIL OR ENGINEERED FILL. NO ALLOWANCE WILL BE MADE IN CONCRETE QUANTITIES DUE TO EXCAVATION OUTSIDE OF THE FOOTING NEAT LINES. PROVIDE STRUCTURAL STEEL CONFORMING TO AASHTO M270, GRADE 50W OR ASTM A588. SHOP CUT REINFORCEMENT AS SHOWN. REPAIR THE EPOXY COATING ACCORDING TO SUBSECTION. 706.03.E.8 OF THE STANDARD SPECIFICATIONS. PROVIDE MDOT GRADE 3500 CONCRETE FOR FOOTINGS. PROVIDE MDOT GRADE 4500 CONCRETE FOR BRIDGE WAERING SURFACE.
AutoCAD SHX Text THE WATER SURFACE AND/OR ENERGY GRADE ELEVATIONS SHOWN ON THE ABOVE 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 ENVIRONMENT, GREAT LAKES, AND ENERGY.
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GALVANIZED HORIZONTAL SHEET PILE BACK WALL. DESIGNED BY BRIDGE ENGINEER.
AutoCAD SHX Text REMOVE ANY EXISTING ORGANIC OR UNSUITABLE SOILS AT FOOTINGS. COMPACT BOTTOM OF EXCAVATION TO 95% MAXIMUM DENSITY A MINIMUM OF 9" DEEP. IF STRUCTURE EMBANKMENT IS REQUIRED TO BRING GRADE UP TO BOTTOM OF FOOTING ELEVATION, PROVIDE MDOT CLASS II FILL COMPACTED TO 100% MAXIMUM DENSITY BASED ON THE MODIFIED PROCTOR TEST BELOW SILL(S) AND EXTEND OUTWARD AND DOWNWARD ON A 1:1 SLOPE FROM THE EDGES OF THE FOOTING(S).
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TURBIDITY CURTAIN (TYP)
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AutoCAD SHX Text S51
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ABUT A
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ABUT B
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REF LINE A
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REF LINE B
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GALVANIZED HORIZONTAL SHEET PILE BACK WALL. DESIGNED BY BRIDGE ENGINEER.
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PLAN GRADE
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CAST-IN-PLACE REINFORCED CONCRETE SILL, TYP. SEE DETAILS.
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GALVANIZED HORIZONTAL SHEET PILE BACK WALL. DESIGNED BY BRIDGE ENGINEER.
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RIPRAP, FIELDSTONE (TYP)
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RIPRAP, FIELDSTONE (TYP)
AutoCAD SHX Text NOTES: ROAD PROFILE ELEVATIONS ARE BASED ON A 3" ALLOWANCE FOR BEARINGS, W36 BRIDGE BEAMS AND AN 8" TOTAL THICKNESS FOR THE BRIDGE DECK AND WEARING SURFACE. PROFILE ELEVATIONS MAY NEED TO BE REVISED IF FINAL MEMBER SIZES PROVIDED BY THE BRIDGE DESIGNER DIFFER FROM THOSE NOTED ABOVE.
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INFORMATIONAL QUANTITIES ONLY (BASED ON BASE BID ONLY)
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TOTAL
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UNIT
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DESCRIPTION
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LSUM
AutoCAD SHX Text Structures, Rem
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AutoCAD SHX Text Excavation, Channel
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AutoCAD SHX Text Backfill, Structure, CIP
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AutoCAD SHX Text Excavation, Fdn
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AutoCAD SHX Text Geotextile, Separator
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AutoCAD SHX Text Underdrain, Outlet Ending, 6 inch
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AutoCAD SHX Text Reinforcement, Steel, Epoxy Coated
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LSUM
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AutoCAD SHX Text Sin
AutoCAD SHX Text Bearing, Elastomeric, 3 inch
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LSUM
AutoCAD SHX Text Prefabricated Steel Bridge, Furn
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LSUM
AutoCAD SHX Text Prefabricated Steel Bridge, Installed
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AutoCAD SHX Text Riprap, Fieldstone
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LSUM
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OBS WTR SFC = 848.15 (05/06/2022)
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RIPRAP, FIELDSTONE
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TOE HEADER DETAIL
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PROPOSED SILL
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GEOTEXTILE LINER INCLUDED IN RIPRAP, FIELDSTONE
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PROPOSED SILL
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AutoCAD SHX Text COPYRIGHT 2016 OHM ALL DRAWINGS AND WRITTEN MATERIALS APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF OHM AND THE SAME MAY NOT BE DUPLICATED, DISTRIBUTED, OR DISCLOSED WITHOUT PRIOR WRITTEN CONSENT OF OHM
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COUNTY
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MICHIGAN DEPARTMENT OF NATURAL RESOURCES
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STANLEY LAKE ROAD OVER LITTLE FOX RIVER
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SUBSTRUCTURE DETAILS
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OF 10
AutoCAD SHX Text 09/21/2022
AutoCAD SHX Text 7136-22-0050
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JR
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AP
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MRB
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SCHOOLCRAFT
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AutoCAD SHX Text 300 East Mitchell St., Suite 2
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AutoCAD SHX Text P (231) 344-1150
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ISSUED FOR BIDS 12-02-22
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ELEVATION - CONCRETE SILL
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PLAN - CONCRETE SILL
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SECTION - CONCRETE SILL
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GALVANIZED SHEET PILING
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RD
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RD
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STRINGER
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(4) #9 EPOXY COATED TOP
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(24) #4 EPOXY COATED CLOSED STIRRUPS, TYP
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(9) #9 EPOXY COATED BOTTOM
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MICHIGAN DEPARTMENT OF NATURAL RESOURCES
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STANLEY LAKE ROAD OVER LITTLE FOX RIVER
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SUPERSTRUCTURE DETAILS
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OF 10
AutoCAD SHX Text 09/21/2022
AutoCAD SHX Text 7136-22-0050
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JR
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AP
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MRB
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SCHOOLCRAFT
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AutoCAD SHX Text 300 East Mitchell St., Suite 2
AutoCAD SHX Text Petoskey, MI 49770
AutoCAD SHX Text P (231) 344-1150
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ISSUED FOR BIDS 12-02-22
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BASE BID CAST-IN-PLACE CONCRETE WEARING SURFACE ON GALVANIZED METAL DECK
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REF LINE A OR B
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ALTERNATE 1 TIMBER WEARING SURFACE ON GALVANIZED METAL DECK
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ALTERNATE 2 PRECAST CONCRETE PANEL DECK
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AGGREGATE SURFACE - SEE SHEET 4
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GALVANIZED SHEET PILING
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CAST-IN-PLACE REINFORCED CONCRETE
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STRINGER
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CAST-IN-PLACE OR PRECAST CONCRETE SILL SEE SHEET 9
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BEARING
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GALVANIZED STEEL BRIDGE DECK
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STEEL SIDE DAM OR END DAM
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REF LINE A OR B
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AGGREGATE SURFACE - SEE SHEET 4
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GALVANIZED SHEET PILING
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TIMBER WEARING SURFACE
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STRINGER
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CAST-IN-PLACE OR PRECAST CONCRETE SILL SEE SHEET 9
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BEARING
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GALVANIZED STEEL BRIDGE DECK
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STEEL SIDE DAM OR END DAM
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REF LINE A OR B
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AGGREGATE SURFACE - SEE SHEET 4
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GALVANIZED SHEET PILING
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PRECAST DECK PANELS
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STRINGER
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CAST-IN-PLACE OR PRECAST CONCRETE SILL SEE SHEET 9
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BEARING
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EX GROUND
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RIPRAP, FIELDSTONE
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EX GROUND
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RIPRAP, FIELDSTONE
AutoCAD SHX Text
EX GROUND
RIPRAP, FIELDSTONE
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