751.19418.TAP_WESTERN UP CULVERT REPLACEMENTS PLANS 1.pdf
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- 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 contains information about the Western UP Culvert Replacements project, which is being managed by the Michigan Department of Natural Resources (DNR) Parks and Recreation division. The project involves the replacement of existing culverts located in several areas of Western Upper Peninsula, including Bill Nicholls, Rockland, Bergland, and Ontonagon. The project plans and specifications outline the scope of work, including culvert demolition, water diversion, and installation of new culverts. The bid attachments must be uploaded to SIGMA VSS, and questions should be directed to the project engineer, Travis Kilpela. The bid deadline is 2:00 pm, and the contract will be awarded at a later date.
The pricing terms are not explicitly stated in the document. The project is funded by the state of Michigan, and the successful contractor will be required to comply with all applicable state and local requirements. No information is provided about any set-asides, incumbents, or funding sources and amounts.
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PHASE II
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, 2020 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. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS. IF
DISCREPANCIES ARE FOUND, NOTIFY ENGINEER BEFORE PROCEEDING WITH WORK.
5. CONTRACTOR SHALL PAY ALL PERMIT FEES AND FEE REQUIRED FOR ANY PERMIT
EXTENSIONS EXCEPT FOR EGLE/USACE JOINT PERMIT OBTAINED BY THE ENGINEER.
6. CONTRACTOR SHALL MAINTAIN THE IMMEDIATE CONSTRUCTION SITE IN A SECURE,
CLEAN AND SAFE MANNER.
7. 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 STATE AND LOCAL CODES.
8. REPAIR ALL EXISTING CONSTRUCTION AFFECTED BY NEW WORK TO ITS ORIGINAL
CONDITION.
9. THE LOCATION OF ALL PUBLIC UTILITIES SHOWN ON THESE PLANS IS TAKEN FROM
THE BEST AVAILABLE DATA. PURSUANT TO ACT 174 OF THE P.A. OF 2013, 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:
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-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
DT TITLE SHEET
DEPARTMENT OF NATURAL RESOURCES
I Certify That The Civil/Structural Plans Were Prepared Under My Direct Supervision
OHM PROJECT No.
DATE:
DTMB File No.
7136-23-0060 06.30.2023
BIDDING PLANS
751/19418.TAP
OWNER:
DEPARTMENT OF NATURAL RESOURCES
DNR PARKS AND RECREATION
1990 US-41
MARQUETTE, MI 49855
906.250.5818
PROJECT CONTACT- JEFF KAKUK
ENGINEER:
OHM ADVISORS
424 HANCOCK STREET
HANCOCK, MI 49930
906.482.0535
PROJECT CONTACT - TRAVIS KILPELA
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WESTERN UP CULVERT REPLACEMENTS
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BILL NICHOLLS DEMOLITION PLAN1
feetGRAPHIC SCALE: FULL feetHALF
60402010
WATER DIVERSION NOTES:
1. WATER CONTROL DURING CONSTRUCTION SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR.
2. CONTRACTOR HAS THE OPTION ON HOW TO DIVERT THE WATER. THE
FLOW CAN EITHER BE DIVERTED WITH A TEMPORARY BYPASS
CHANNEL OR THE WATER CAN BE BYPASS PUMPED. SELECTED OPTION
SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO
BEGINNING THE WORK.
CLEARING LIMITS, TYP
LIMITS OF EXCAVATION, TYP
REMOVE 100' x 30" Ø
EXISTING CULVERT
REMOVE AND SALVAGE
RIPRAP IN THIS AREA
OPTIONAL BYPASS PUMP
DISCHARGE LOCATION
OPTIONAL BYPASS PUMP INLET
LOCATION, 6A STONE TO FILTER
PUMPING SUCTION AREA
TRAFFIC CONTROL:
1. FOR TRAFFIC CONTROL DETAILS, SEE SHEET C-110.
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GENERAL NOTES:
1. SURVEY DATA WAS COLLECTED 09/24/19, ON NAD83 MICHIGAN STATE
PLANES, NORTH ZONE, INTERNATIONAL FOOT (MI83-NIF).
LOCATED EAST OF SITE
SOUTH OF TRAIL CENTERLINE
NEAR STATION 45+10
LOCATED EAST OF SITE
NORTH OF TRAIL CENTERLINE
NEAR STATION 45+10
EXISTING BACKFILL TO BE REMOVED AND SALVAGED
UNLESS DEEMED UNACCEPTABLE BY THE ENGINEER
AT THE THE TIME OF CONSTRUCTION. IF THE
MATERIAL IS NOT ACCEPTABLE, THE UNIT PRICE
OPTION TO PROVIDE NEW CLASS II BACKFILL AND
DISPOSE OF THE EXISTING MATERIAL WILL BE USED.
100.0' ROW
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CONSTRUCTION EASEMENT
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ROCKLAND DEMOLITION PLAN1
feetGRAPHIC SCALE: FULL feetHALF
60402010
LIMITS OF EXCAVATION, TYP
REMOVE 75' x 36" Ø
EXISTING CULVERT
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OPTIONAL BYPASS PUMP
DISCHARGE LOCATION
OPTIONAL BYPASS PUMP INLET
LOCATION, 6A STONE TO FILTER
PUMPING SUCTION AREA
REMOVE AND SALVAGE TRAIL
GRAVEL IN THIS AREA
TRAFFIC CONTROL:
1. FOR TRAFFIC CONTROL DETAILS, SEE SHEET C-110.
GENERAL NOTES:
1. SURVEY DATA WAS COLLECTED 09/27/19, ON NAD83 MICHIGAN STATE
PLANES, NORTH ZONE, INTERNATIONAL FOOT (MI83-NIF).
LOCATED SE OF ADJACENT TRAIL
THAT IS 750' NE OF CULVERT, AND
DOWN TRAIL 375'.
REMOVE AND DISPOSE
OF EXISTING STONE
HEADWALLS
LOCATED SE OF ADJACENT TRAIL
THAT IS 750' NE OF CULVERT, AND
DOWN TRAIL 375, NEAR TP #99.
EXISTING BACKFILL TO BE REMOVED AND SALVAGED
UNLESS DEEMED UNACCEPTABLE BY THE ENGINEER
AT THE THE TIME OF CONSTRUCTION. IF THE
MATERIAL IS NOT ACCEPTABLE, THE UNIT PRICE
OPTION TO PROVIDE NEW CLASS II BACKFILL AND
DISPOSE OF THE EXISTING MATERIAL WILL BE USED.
0.0
' R
OW
0.0
' R
OW
REMOVE AND DISPOSE
OF RAILROAD TIES
WATER DIVERSION NOTES:
1. WATER CONTROL DURING CONSTRUCTION SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR.
2. CONTRACTOR HAS THE OPTION ON HOW TO DIVERT THE WATER. THE
FLOW CAN EITHER BE DIVERTED WITH A TEMPORARY BYPASS
CHANNEL OR THE WATER CAN BE BYPASS PUMPED. SELECTED OPTION
SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO
BEGINNING THE WORK.
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BERGLAND CULVERT DEMOLITION PLAN1
feetGRAPHIC SCALE: FULL feetHALF
60402010
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PH. 906.482.0535
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TRAFFIC CONTROL:
1. FOR TRAFFIC CONTROL DETAILS, SEE SHEET C-111.
GENERAL NOTES:
1. SURVEY DATA WAS COLLECTED 11/25/19, ON NAD83 MICHIGAN STATE
PLANES, NORTH ZONE, INTERNATIONAL FOOT (MI83-NIF).
2. UTILITY RELOCATION WILL BE BY UTILITY PROVIDER. COORDINATE
RELOCATION WITH THE PROVIDER DURING REMOVALS.
TO BERGLAND
EXISTING MDOT CONC.
BOX CULVERT
ROW
OPTIONAL DIVERSION CHANNEL
LINE BOTTOM WITH GEOTEXTILE
FABRIC AND RIPRAP
(2) 55' x 60' EXISTING
CULVERT REMOVE EXCAVATION LIMITS
MAXIMUM 1.5:1 SLOPES
PERMITTED DURING
CONSTRUCTION DUE TO
EXISTING SOIL CONDITIONS
TO BERGLAND
10.0'
16.8'
SILT FENCE, TYP
CLEARING OF A FEW SMALL TREES
EXISTING BACKFILL TO BE REMOVED AND SALVAGED
UNLESS DEEMED UNACCEPTABLE BY THE ENGINEER
AT TIME OF CONSTRUCTION. IF THE MATERIAL IS
UNACCEPTABLE, THE UNIT PRICE OPTION TO PROVIDE
NEW CLASS II BACKFILL AND DISPOSE OF THE
EXISTING MATERIAL WILL BE USED
0.0
'10 0.0
CAUTION - CRITICAL
UNDERGROUND UTILITY
CAUTION - CRITICAL
UNDERGROUND UTILITY
CAUTION - CRITICAL
UNDERGROUND UTILITY
H:\Houghton\Civil Design Info\Design Guide\MDNR\MDNR.jpg
WATER DIVERSION NOTES:
1. WATER CONTROL DURING CONSTRUCTION SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR.
2. CONTRACTOR HAS THE OPTION ON HOW TO DIVERT THE WATER. THE
FLOW CAN EITHER BE DIVERTED WITH A TEMPORARY BYPASS
CHANNEL OR THE WATER CAN BE BYPASS PUMPED. SELECTED OPTION
SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO
BEGINNING THE WORK.
SF
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ONTONAGON CULVERT DEMOLITION PLAN1
feetGRAPHIC SCALE: FULL feetHALF
60402010
IB
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PH. 906.482.0535
F 906.482.6453
TRAFFIC CONTROL:
1. FOR TRAFFIC CONTROL DETAILS, SEE SHEET C-111.
GENERAL NOTES:
1. N NAD83 MICHIGAN STATE PLANES, NORTH ZONE, INTERNATIONAL
FOOT (MI83-NIF).
REM, 88 ft
48" RCP CULV.
100.0' ROW
REMOVE AND SALVAGE TRAIL GRAVEL IN THIS AREA
CLEARING LIMITS, TYP
REMOVE AND DISPOSE OF
CONCRETE PIECES
WATER DIVERSION NOTES:
1. WATER CONTROL DURING CONSTRUCTION SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR.
2. CONTRACTOR HAS THE OPTION ON HOW TO DIVERT THE WATER. THE
FLOW CAN EITHER BE DIVERTED WITH A TEMPORARY BYPASS
CHANNEL OR THE WATER CAN BE BYPASS PUMPED. SELECTED OPTION
SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO
BEGINNING THE WORK.
| 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 |
File details come from the government source that posted it. Updated .