751.19418.TAP_WESTERN UP CULVERT REPLACEMENTS PLANS 3.pdf
PDF 3 MB Posted
- Attached to
- 751/19418. JBB; Western UP Culvert Replacements
- Solicitation number
- RFQ - 171 - 230000000607
- Issued by
- Houghton County, Holly Village, Michigan
About this file
This document is a set of construction plans and details for the Western UP Culvert Replacements project, administered by the Michigan Department of Technology, Management and Budget (DTMB), Facilities and Business Services Administration, Design and Construction Division. The project involves replacing existing culverts at four locations: Bill Nicholls, Rockland, Bergland, and Ontonagon. The replacement culverts range from 48" to 96" in diameter and 48' to 88' in length, with various classes, gaskets, geotextile wraps, and mechanical joint ties. The bid attachments must be uploaded to SIGMA VSS, and all questions should be emailed to Travis Kilpela at OHM Advisors. Bid submissions are due by 2:00 PM on the specified deadline date.
The pricing terms, funding requirements, and any other contract details were not included in the provided documentation. There is no information on set asides, incumbents, or the current environment. The funding source and amount are also not specified.
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Text version
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GRADE BREAK STA = 51+72.19
ELEV = 625.478 GRADE BREAK STA = 52+94.07
ELEV = 623.986
L.P. STA = 52+52.59
L.P. ELEV = 624.315
PVI STA = 52+29.81
PVI ELEV = 624.50
K: = 50.00
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GRADE BREAK STA = 11+10.00
ELEV = 1294.153
GRADE BREAK STA = 12+50.00
ELEV = 1293.534
GRADE BREAK STA = 13+86.55
ELEV = 1293.847
PROP PLAN GRADE
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424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH. 906.482.0535
F 906.482.6453
80', 84" CONCRETE CULVERT, CL C,
WITH GASKET, 8' WIDE GEOTEXTILE
WRAP AND MECHANICAL JOINT TIES.
APPROX EXC LIMITS
PROPOSED ONTONAGON CULVERT PROFILE1
REMOVE EXISTING 88', 48" CONCRETE CULVERT
APPROX EXC LIMITS
48', 96" CONCRETE CULVERT, CL B,
WITH GASKET, 4' WIDE GEOTEXTILE
WRAP, AND MECHANICAL JOINT TIES
3.0'3.0'
3.0'
PROPOSED BERGLAND CULVERT PROFILE2
EXISTING FIBEROPT
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EX GROUND @
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EX GROUND @
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PRELIMINARY
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CONSTRUCTION
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FINAL RECORD
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DATE
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ISSUED FOR
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OHM PROJ.
AutoCAD SHX Text IDENTIFICATION No.
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SHEET
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DESIGNED
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DRAWN
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CHECKED
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APPROVED
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DEPARTMENT OF TECHNOLOGY MANAGEMENT AND BUDGET
AutoCAD SHX Text C-135
AutoCAD SHX Text 7136-19-0120
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751/19418.JBB
AutoCAD SHX Text 06.30.2023
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LF/EM
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MH/CH
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WESTERN UP CULVERT REPLACEMENTS
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ONTONAGON PROFILE
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AutoCAD SHX Text 1"=20'
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424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH. 906.482.0535
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TYP BILL NICHOLLS CULVERT BEDDING DETAIL2TYP ROCKLAND CULVERT BEDDING DETAIL3
MECHANICAL JOINT TIE DETAIL4
JOINT TIES SHOULD BE PLACED AT
60 DEGREES DOWN FROM THE TOP
OF THE PIPE ON BOTH SIDES (JUST
ABOVE CENTERLINE).
BASIS OF DESIGN IS HAALA 3100 SERIES.
TYP ONTONAGON CULVERT BEDDING DETAIL5
GRATED END SECTION DETAIL1
TYP BERGLAND CULVERT BEDDING DETAIL6
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#5 REBAR
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CULVERT END SECTION
AutoCAD SHX Text 4 GA GALVANIZED WIRE FEEDLOT PANEL WITH 4"x4" OPENINGS FOR SHEEP/GOATS (#90406 AT TRACTOR SUPPLY).
AutoCAD SHX Text 2x2x " GALVANIZED TUBE STEEL 18" O.C. 14" GALVANIZED TUBE STEEL 18" O.C. FIELD BOLT OR WELD TO THE END SECTION
AutoCAD SHX Text 2x2x " GALVANIZED TUBE STEEL 18" O.C. 14" GALVANIZED TUBE STEEL 18" O.C. FIELD BOLT OR WELD TO THE END SECTION
AutoCAD SHX Text 4 GA GALVANIZED WIRE FEEDLOT PANEL WITH 4"x4" OPENINGS FOR SHEEP/GOATS (#90406 AT TRACTOR SUPPLY) TRIM TO FIT AND FIELD FASTEN SECURELY TO THE HSS 2x2x .14.
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CULVERT
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CULVERT END SECTION
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REMOVABLE BEAVER GRATE ONLY ON VERTICAL
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PRELIMINARY
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CONSTRUCTION
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FINAL RECORD
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DATE
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ISSUED FOR
AutoCAD SHX Text DTMB No.
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OHM PROJ.
AutoCAD SHX Text IDENTIFICATION No.
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SHEET
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DESIGNED
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DRAWN
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CHECKED
AutoCAD SHX Text
APPROVED
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DEPARTMENT OF TECHNOLOGY MANAGEMENT AND BUDGET
AutoCAD SHX Text C-501
AutoCAD SHX Text 7136-23-0060
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751/19418.JBB
AutoCAD SHX Text 06.30.2023
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AutoCAD SHX Text
LF/EM
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MH/CH
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WESTERN UP CULVERT REPLACEMENTS
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DETAILS
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MM
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JH
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NTS
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NTS
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CLASS IIIA BACKFILL AROUND CULVERT
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CLASS IIIA BACKFILL AROUND CULVERT
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NTS
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6" 23A TRAIL SURFACE
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SALVAGED STONE TRAIL SURFACE
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COMPACT BACKFILL TO 95% MAXIMUM DENSITY
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COMPACT BACKFILL TO 95% MAXIMUM DENSITY
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COMPACT BACKFILL TO 95% MAXIMUM DENSITY
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COMPACT BACKFILL TO 95% MAXIMUM DENSITY
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12" CL II SUBBASE
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4" 23A SURFACE CSE
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12" CL II SUBBASE
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JOINT GASKET
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INSTALL GEOTEXTILE SEPARATOR BELOW BEDDING
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INSTALL GEOTEXTILE SEPARATOR BELOW BEDDING
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NTS
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6" 23A SURFACE CSE
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CLASS IIIA BACKFILL AROUND CULVERT
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COMPACT BACKFILL TO 95% MAXIMUM DENSITY
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COMPACT BACKFILL TO 95% MAXIMUM DENSITY
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INSTALL GEOTEXTILE SEPARATOR BELOW BEDDING
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12" CL II SUBBASE
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NTS
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6" 23A SURFACE CSE
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CLASS IIIA BACKFILL AROUND CULVERT
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COMPACT BACKFILL TO 95% MAXIMUM DENSITY
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COMPACT BACKFILL TO 95% MAXIMUM DENSITY
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INSTALL GEOTEXTILE SEPARATOR BELOW BEDDING
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12" CL II SUBBASE
NTS
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424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH. 906.482.0535
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BEAVER CULVERT END SECTION REMOVABLE GRATE1
VA
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58"
58" GALVANIZED ROUND BAR
58" GALVANIZED ROUND BAR FOR EXTENDED RODS
12" GALVANIZED ROUND BAR FOR SHORT RODS
MAX 36" WIDE WITH 4" SPACING
FLAT STOCK DRILLED FOR BAR (1 14" x 14")
OPTIONAL TEMPORARY DIVERSION CHANNEL SECTION3
4'
2'- 6"
SILT FENCE
RIPRAP OVER GEOTEXTILE FABRIC
3" NOTES:
1. DITCH SHALL BE LINED WITH GEOTEXTILE FABRIC AND RIPRAP.
SILT FENCE
HEIGHT TO EXTEND 6"
ABOVE HEIGHT OF END
SECTION
2'
2' HIGH HANDLE
6"
6" EMBEDMENT DEPTH
RIPRAP SLOPE2
WELD ALL CONNECTIONS, TYP
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2' THICK
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VARIES
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RIPRAP OVER
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PRELIMINARY
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CONSTRUCTION
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FINAL RECORD
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DATE
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ISSUED FOR
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OHM PROJ.
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SHEET
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DESIGNED
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DRAWN
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CHECKED
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APPROVED
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DEPARTMENT OF TECHNOLOGY MANAGEMENT AND BUDGET
AutoCAD SHX Text C-502
AutoCAD SHX Text 7136-23-0060
AutoCAD SHX Text
751/19418.JBB
AutoCAD SHX Text 06.30.2023
AutoCAD SHX Text
AutoCAD SHX Text
LF/EM
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MH/CH
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WESTERN UP CULVERT REPLACEMENTS
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DETAILS
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MM
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JH
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NTS
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NTS
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AutoCAD SHX Text
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NTS
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424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH. 906.482.0535
F 906.482.6453
AutoCAD SHX Text
PRELIMINARY
AutoCAD SHX Text
CONSTRUCTION
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FINAL RECORD
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DATE
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ISSUED FOR
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OHM PROJ.
AutoCAD SHX Text IDENTIFICATION No.
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SHEET
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DESIGNED
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DRAWN
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CHECKED
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APPROVED
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DEPARTMENT OF TECHNOLOGY MANAGEMENT AND BUDGET
AutoCAD SHX Text C-510
AutoCAD SHX Text 7136-23-0060
AutoCAD SHX Text
751/19418.JBB
AutoCAD SHX Text 06.30.2023
AutoCAD SHX Text
AutoCAD SHX Text
LF/EM
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MH/CH
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WESTERN UP CULVERT REPLACEMENTS
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SOIL BORINGS
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MM
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JH
| Sheets and Views |
| DT TITLE SHEET |
| C-001 NOTES |
| C-110 BILL NICHOLLS & ROCKLAND LOCATION MAPS |
| C-111 BERGLAND & ONTONAGON LOCATION MAPS |
| C-120 BILL NICHOLLS CULVERT REMOVAL |
| C-121 ROCKLAND CULVERT REMOVAL |
| C-122 BERGLAND CULVERT REMOVAL |
| C-123 ONTONAGON CULVERT REMOVAL |
| C-130 BILL NICHOLLS PROPOSED CULVERT |
| C-131 ROCKLAND PROPOSED CULVERT |
| C-132 BERGLAND PROPOSED CULVERT |
| C-133 ONTONAGON PROPOSED CULVERT |
| C-134 BILL NICHOLLS & ROCKLAND PROFILES |
| C-135 ONTONAGON PROFILE |
| C-501 DETAILS |
| C-502 DETAILS |
| C-510 SOIL BORINGS |
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