Plans 20159.pdf
PDF 6 MB Posted
- Solicitation number
- RFQ - 171 - 220000000317
- Issued by
- Houghton County, Holly Village, Michigan
About this file
This document contains the plans and specifications for the Sturgeon River Bridge Rehabilitation project located in Houghton County and Holly Village, Michigan. The project consists of rehabilitation of the existing Sturgeon River Bridge, including scour repairs, removal and replacement of the bridge deck and railings, and cleaning and repair of the bridge bearings. The work also includes site preparation, slope restoration, and installation of riprap for scour protection. The project is being managed by the Michigan Department of Technology, Management and Budget, State Facilities Administration, Design and Construction Division, with OHM Advisors serving as the architect/engineer. Bids for this project are due on an unspecified date.
The plans provide detailed drawings and specifications for the construction work, including quantities for various bid items such as earth excavation, silt fencing, riprap, and concrete patching. The contract documents require compliance with Michigan Department of Transportation standards and guidelines. No pricing information or funding sources are included in the plans. The contract term and any renewal options are also not specified.
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AREA LOCATION
MAP
CHICAGO
MILWAUKEE
LAKE
MICHIGAN
DETROIT
LAKE
HURON
SAULT
STE
MARIE
MARQUETTE
HOUGHTON
LAKE
SUPERIOR
DULUTH
MINNEAPOLIS
GREEN BAY
ESCANABA
TRAVERSE
CITY
GRAND RAPIDS
LANSING
PROJECT
LOCATION
CHAMPION
STURGEON RIVER BRIDGE REHABILITATION
SNOWMOBILE TRAIL #2
AREA LOCATION
MAP
GENERAL NOTES:
1. GENERAL NOTES APPLY TO ALL DRAWINGS.
2. EXCEPT WHERE OTHERWISE INDICATED ON THESE PLANS, OR IN THE CONTRACT
DOCUMENTS AND SPECIFICATIONS CONTAINED HEREIN. ALL MATERIALS AND
WORKMANSHIP SHALL BE IN ACCORDING TO THE MICHIGAN DEPARTMENT OF
TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION, 2012 EDITION,
AND SECTION C (3R) OF THE MICHIGAN DEPARTMENT OF TRANSPORTATION LOCAL
AGENCY PROGRAM GUIDELINES FOR GEOMETRICS - DATED 8-28-08, AND THE
MICHIGAN MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND
HIGHWAYS, 2011 EDITION.
3. DO NOT SCALE DRAWINGS. ANY DIMENSIONAL INFORMATION REQUIRED WHICH IS
NOT INDICATED ON DRAWING DIMENSION STRINGS SHALL BE OBTAINED FROM THE
ENGINEER.
4. DIMENSIONS SHOWN ARE FINISH SURFACE OF EXISTING CONSTRUCTION, UNLESS
NOTED OTHERWISE.
5. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS (I.E.
EXISTING MATERIALS, FRAMING MEMBER SIZES AND LOCATIONS, METHODS OF
CONSTRUCTION). IF DISCREPANCIES ARE FOUND, NOTIFY ENGINEER BEFORE
PROCEEDING WITH WORK.
6. CONTRACTOR SHALL PAY ALL PERMIT FEES AND FEE REQUIRED FOR ANY PERMIT
EXTENSIONS.
7. CONTRACTOR SHALL MAINTAIN THE IMMEDIATE CONSTRUCTION SITE IN A SECURE,
CLEAN AND SAFE MANNER.
8. PROTECTION: CONTRACTORS SHALL BE SOLELY RESPONSIBLE FOR TAKING ALL
STEPS NECESSARY TO PROTECT THE PUBLIC FROM INJURY AND ADJACENT PROPERTY
DAMAGES DURING CONSTRUCTION AS REQUIRED BY LOCAL CODES.
9. REPAIR ALL EXISTING CONSTRUCTION AFFECTED BY NEW WORK TO ITS ORIGINAL
CONDITION.
10. THE LOCATION OF ALL PUBLIC UTILITIES SHOWN ON THESE PLANS IS TAKEN FROM
THE BEST AVAILABLE DATA. PURSUANT TO ACT 53 OF THE P.A. OF 1974, AS A
CONDITION OF THIS CONTRACT. NOTICE SHALL BE GIVEN TO MISS DIG PRIOR TO
UNDERGROUND WORK TO BE PERFORMED IN ACCORDANCE WITH THIS CONTRACT.
PHONE (800) 482-7171.
CIVIL
DRAWING INDEX:
C001 PROJECT NOTES
C101 PLAN OF SITE
C102 PROPOSED PLAN OF SITE
C202 GENERAL DETAILS
DT TITLE SHEET
DICKINSON COUNTY
I Certify That The Civil Plans Were Prepared Under My Direct Supervision
PROJECT LOCATION MAP
OHM PROJECT No.
DATE:
DTMB File No.
Index No.
7136-20-0100
04/15/2022
BID SET
751/20159.JBB
OWNER:
DEPARTMENT OF NATURAL RESOURCES
MARQUETTE CUSTOMER SERVICE CENTER
1990 US-41
MARQUETTE, MI 49855
PROJECT CONTACTS: ROB KATONA
ARCHITECT/ENGINEER:
OHM ADVISORS
424 HANCOCK STREET
HANCOCK, MI 49930
906.482.0535
PROJECT CONTACT - ZANE HYRKAS, PE APPLICATION
DATE
PERMITS APPROVAL DATE
BY CONTRACTOR
DTMB SESC
BY OWNER
EGLE/USACE JPA
3/25/2022
PROJECT LOCATION
N 45°46'46.89"
W 87°49'19.77"
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424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH. 906.482.0535
F 906.482.6453
STRUCTURAL
S101 PLAN OF STRUCTURE
S201 PROPOSED PLAN OF STRUCTURE
S401 DELAMINATION ELEVATIONS
S501 SCOUR PROTECTION AT SOUTH ABUTMENT
S502 STRUCTURAL CROSS SECTIONS
I Certify That The Structural Plans Were Prepared Under My Direct Supervision
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3020105
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424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH. 906.482.0535
F 906.482.6453
40.0'
40.0'
SILT FENCE, 82 LF
SILT FENCE, 57 LF
LIMITS OF CLEARING,
TYP
EXCAVATION, EARTH 25 CYD
CLEARING LIMITS, TYP
EXCAVATION,
EARTH 25 CYD
(2) TYPE III BARRICADES
(2) TYPE III BARRICADES
NOTES:
1. CLEARING BETWEEN ABUTMENTS
SHALL BE PERFORMED BY HAND.
CLEARING LIMITS, TYP
TURBIDITY CURTAIN DEEP, 125 FT
ALTERNATE 1: TURBIDITY CURTAIN SHALLOW, 73 FT
ALTERNATE 1:
PERFORM CLEARING
AS NEEDED TO GET
EQUIPMENT DOWN
SLOPE TO PIER.
HIGH WATER CHANNEL
DREDGE/EXCAVATE FOR
INSTALLATION OF SCOUR
PROTECTION
ALTERNATE 1: DREDGE/EXCAVATE FOR
INSTALLATION OF SCOUR
PROTECTION.
00401300120
TODD JOHNSON
00401300150
GREGORY MAULE
00401300130
JOHN E & BARBARA J GELINE
00401300150
GREGORY MAULE
FOR INFORMATIONAL PURPOSES ONLY
R
O W
ELEVATION PLAN OF SITE1
SCOUR HOLE 2FT DEEP,
6FT WIDE, 15FT LONG
DREDGE/EXCAVATE
FOR TOE OF SCOUR
PROTECTION
ALTERNATE 1:
DREDGE/EXCAVATE
FOR INSTALLATION OF
SCOUR PROTECTION.
TURBIDITY CURTAIN
PLAN OF SITE2
ALTERNATE 3: CLEARING FROM NORTH ABUTMENT TO PIER.
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424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH. 906.482.0535
F 906.482.6453
00401300120
TODD JOHNSON
00401300150
GREGORY MAULE
00401300130
JOHN E & BARBARA J GELINE
(2) TYPE III BARRICADES
30.0' 30.0'
30 FT WOOD FENCING,
6 FT POST SPACING,
SEE DETAIL 2 ON C-202
30 FT WOOD FENCING,
6 FT POST SPACING,
SEE DETAIL 2 ON C-202
ALTERNATE 1:
RIPRAP PLAIN, 107 SYD,
SEE DETAIL 1 ON S-201.
(2) TYPE III BARRICADES
SLOPE RESTORATION, 87 SYD
SLOPE RESTORATION, 68 SYD
ALTERNATE 1:
SLOPE RESTORATION, 66 SYD
AGGREGATE SURFACE CSE,
6 INCH, 42 SYD
CRANE MATS, 67 SYD
AGGREGATE SURFACE CSE,
6 INCH, 43 SYD
SCOUR REPAIR - SEE SHEET S-201
ALTERNATE 1:
BUILD UP CRANE MATS AS NEEDED
TO CROSS HIGH WATER CHANNEL.
INSTALL REFLECTIVE MARKER,
PERMANENT BARRIER
INSTALL REFLECTIVE MARKER,
PERMANENT BARRIER
RIPRAP, HEAVY 176 SYD, SCOUR
PROTECTION, SEE DETAIL ON S-201
FOR INFORMATIONAL PURPOSES ONLY
00401300150
GREGORY MAULE
PROPOSED ELEVATION PLAN OF SITE1
SCOUR REPAIRS,
SEE DETAIL 2/S-501
SCOUR PROTECTION
FOOTING DIMENSIONS ARE
ASSUMED AND SHOWN FOR
INFORMATIONAL PURPOSES ONLY
14.4'
9.7'
12.7'
12.7'
ALTERNATE 1:
SCOUR PROTECTION
AT CENTER OF PIER.
RIPRAP, PLAIN
FILTER AGGREGATE
INSTALL TOE ALONG RIVER SIDE
RIPRAP, HEAVY
INSTALL FLOWABLE FILL IN SCOUR HOLE. INSTALL FORMS
TO ALLOW FOR INSTALLATION AND CONTAINMENT OF
FLOWABLE FILL. REMOVE FORMS AFTER FLOWABLE FILL
HAS HARDENED (MINIMUM 7 DAYS)
PROPOSED PLAN OF SITE2
NOTE:
RIPRAP AT CENTER PIER SHALL NOT BE INSTALLED UNTIL AFTER
THE SCOUR REPAIRS HAVE BEEN PERFORMED. LOADS CROSSING
THE BRIDGE SHALL NOT EXCEED A MICHIGAN NO. 2 TRUCK.
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HANCOCK, MICHIGAN 49930
PH. 906.482.0535
F 906.482.6453
SILT FENCE DETAIL1STANDARD WOODEN APPROACH RAILING/FENCE2
TYPICAL TRAIL SECTION3
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424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH. 906.482.0535
F 906.482.6453
EXISTING PLAN OF STRUCTURE2
EXISTING ELEVATION1
151.0'
RAILING, REM
151.0'
75.7' 75.3'
REF. PT. A
STA 10+62
EXPANSION JOINT
REF. PT. B
STA 11+37
REF. PT. C
STA 12+13
REMOVE RAILING 302 LF
S-501
S-501
REMOVE AND SALVAGE EXISTING
WEARING SURFACE AS NEEDED FOR
DECK BOARD REMOVAL, 202 SYD
TRIM DECK BOARDS AT RAILING POSTS TO
EXISTING DECK WIDTH 26 EA
REMOVE DECK BOARDS
5' O.C. 31 EA
SCOUR HOLE 2FT DEEP,
6FT WIDE, 15FT LONG
DREDGE/EXCAVATE
FOR TOE OF SCOUR
PROTECTION
TURBIDITY CURTAIN
FOR INFORMATIONAL PURPOSES ONLY
00401300120
TODD JOHNSON
00401300150
GREGORY MAULE
00401300130
JOHN E & BARBARA J GELINE
00401300150
GREGORY MAULE
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424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH. 906.482.0535
F 906.482.6453
STURGEON RIVER BRIDGE PROPOSED1
STURGEON RIVER BRIDGE PROPOSED1
30 FT WOOD FENCING,
6 FT POST SPACING,
SEE 2/C-202
S-502
S-502
S-502
S-502
S-502
S-502
S-502
S-502
RAILING, 302 FT
PROPOSED RAILING,
SEE S-502
CLEAN AND REPAIR BEARINGS
SEE DETAILS 4 & 5 ON S-502
CLEAN AND REPAIR BEARINGS
SEE DETAILS 4 & 5 ON S-502
SCOUR REPAIRS,
SEE DETAIL 2/S-501
SCOUR PROTECTION
FOOTING DIMENSIONS ARE
ASSUMED AND SHOWN FOR
INFORMATIONAL PURPOSES ONLY
14.4'
9.7'
12.7'
12.7'
SCOUR PROTECTION
RIPRAP, PLAIN
FILTER AGGREGATE
INSTALL TOE ALONG RIVER SIDE
RIPRAP, HEAVY
INSTALL FLOWABLE FILL IN SCOUR HOLE. INSTALL FORMS
TO ALLOW FOR INSTALLATION AND CONTAINMENT OF
FLOWABLE FILL. REMOVE FORMS AFTER FLOWABLE FILL
HAS HARDENED (MINIMUM 7 DAYS)
6.0'
FLOWABLE FILL EXTENDS 2FT PAST
RIVERSIDE EDGE OF FOOTING
APPROXIMATE LOCATION
OF SCOUR HOLE
REINSTALL WEARING SURFACE
CLEAN AND REPAIR BEARINGS
SEE DETAILS 4 & 5 ON S-502
FOR INFORMATIONAL PURPOSES ONLY
00401300120
TODD JOHNSON
00401300150
GREGORY MAULE
00401300130
JOHN E & BARBARA J GELINE
00401300150
GREGORY MAULE
APPROACH RAILS, SEE DETAIL 2 ON C-202
SEE DETAIL 4 ON S-501, TYP
feetGRAPHIC SCALE: FULL feetHALF
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SOUTH WALL OF PEIR1
NORTH WALL OF PEIR3
SOUTH ABUTMENT2
NORTH ABUTMENT4
EXISTING GRADE,
APPROXIMATE
EXISTING GRADE,
APPROXIMATE
HAND CHIPPING, SHALLOW, 1.1 SYD
CONCRETE PATCHING, 1.0 CYD
HAND CHIPPING, SHALLOW, 19.2 SYD
CONCRETE PATCHING, 2.0 CYD
TYP
HAND CHIPPING, SHALLOW, 5.4 SYD
CONCRETE PATCHING, 1.0 CYD
TYP
HAND CHIPPING, SHALLOW, 3.5 SYD
CONCRETE PATCHING, 1.0 CYD
TYP
EXISTING GRADE,
APPROXIMATE
FOR INFORMATIONAL PURPOSES ONLY
NOTE:
BELOW GRADE REPRESENTATION IS FOR INFORMATIONAL PURPOSES ONLY AND SHOULD BE FIELD VERIFIED AS NEEDED.
NOTE:
BELOW GRADE REPRESENTATION IS FOR INFORMATIONAL PURPOSES ONLY AND SHOULD BE FIELD VERIFIED AS NEEDED.
INDICATES PATCHING TO BE
PERFORMED ON BACK WALL
ALL WORK ON THIS SHEET IS INCLUDED IN ALTERNATE 2 SCOPE OF WORK.
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OHM-ADVISORS.COM
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424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
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TYPICAL SECTION - EX STEEL PLATE GIRDER2
PROPOSED RAILING7
WOOD FENCE TO STEEL RAILING3WOOD FENCE TO STEEL RAILING ELEVATION4
PROPOSED RAILING PLAN VIEW6
EXISTING PLAN VIEW1
F
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WELDED SPLICE
RAILING SPLICE DETAILS5
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424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH. 906.482.0535
F 906.482.6453
TYPICAL EXPANSION BEARING REPAIR DETAIL 5
GUARD RAIL POST TO DECK BEAM DETAIL 2 CLAMP DETAIL1
TYPICAL FIXED BEARING REPAIR DETAIL4
SECTION A3
FOR INFORMATIONAL PURPOSES ONLY
S-502
| Sheets and Views |
| DT COVER |
| C-001 NOTES |
| C-101 PLAN OF SITE |
| C-102 PROPOSED PLAN OF SITE |
| C-202 GENERAL DETAILS |
| S-101 PLAN OF STRUCTURE |
| S-201 PROPOSED PLAN OF STRUCTURE |
| S-401 ALTERNATE 2 - DELAMINATION ELEVATIONS |
| S-501 STRUCTURAL CROSS SECTIONS |
| S-502 STRUCTURAL DETAILS |
File details come from the government source that posted it. Updated .