751_20089.JBB_Plans-2.pdf
PDF 2 MB Posted
- Solicitation number
- RFQ 171 200000000248 4
- Issued by
- Emmet County, West Branch City, Michigan
About this file
This is a construction plans document prepared by the Department of Technology, Management and Budget, State of Michigan, Facilities and Business Services Administration, in collaboration with OHM Advisors for the Korpela to Wakefield-Stateline Grade Extension project. The document contains detailed engineering drawings and specifications for two precast concrete box culverts—the Koskela Culvert and the Pikka Culvert—designed to accommodate stream crossings along the proposed trail extension. The Koskela Culvert is a 24-foot, 96" x 72" Type IV Class ERCP box culvert with 8-foot concrete wingwalls, while the Pikka Culvert is a 24-foot, 96" x 60" precast concrete box culvert also equipped with 8-foot wingwalls. Associated work includes slope restoration (approximately 150-106 square yards at Koskela and 37-32 square yards at Pikka), riprap placement on geotextile (ranging from 21 to 92 square yards depending on location), aggregate surface course installation (238 square yards at Koskela and 83 square yards at Pikka), and silt fence installation for erosion control. The design is based on HL-93 MOD loading standards with survey data collected in May 2018 using NAD83 Michigan State Planes coordinates.
The contractor assumes full responsibility for water control during construction, with provisions for either temporary diversion ditches or pumping depending on site flow conditions, and must restore any areas disturbed by water control measures. The plans specify that Class I, II, or IIIA granular materials may be substituted where Class II is specified, and detail specific riprap sizing (D50=6") and slope restoration requirements. The document identifies critical underground utility locations and requires adherence to standard construction practices. Excavation is limited to defined areas with finishing grades matching existing trail elevations, and the contractor must salvage existing limestone materials at the Pikka Culvert location and place them parallel to the trail at wingwall ends. Survey data references elevations and stream bed conditions, with observed water elevation at 1508.5 feet at the Koskela site as of May 15, 2018.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Addendum 1 20089.pdf | ||
| 751_20089.JBB_Plans-1.pdf | ||
| Addendum No. 2.pdf | ||
| 751_20089.JBB_Specifications_2.pdf | ||
| 751_20089.JBB_Specifications_3.pdf | ||
| 751_20089.JBB_Advertisement.pdf | ||
| 751_20089.JBB_Plans-3.pdf | ||
| 751_20089.JBB_Specifications_1.pdf |
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Text version
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ELEV 1513.8
ELEV 1514
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INV 1507
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F feetGRAPHIC SCALE: 1 inch =
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Know what's below.
before you dig.Call
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KOSKELA PROPOSED CULVERT PLAN VIEW2
KOSKELA SECTION THROUGH CULVERT4
PROP TRAIL
EX GRADE
KOSKELA CULVERT TRAIL PROFILE VIEW1
OLD US-2 CENTERLINE
POB
MATCH EDGE OF EX PAVEMENT
REMOVE VEGETATION AND ORGANIC SOILS
WATER ELEV=1508.5 OBSERVED 5/15/18
24', 96"X72" CONC BOX CULVERT
WITH CONCRETE 8' WINGWALLS
APPROXIMATE EXCAVATION LIMITS
6A GRAVEL
6A GRAVEL
24', 96"X72" PRECAST CONC BOX CULVERT
PRECAST CONC WINGWALL
APPROXIMATE FINISHED GRADE
CONC HEADWALL
CULVERT END VIEW3
8.0' 9.7' 8.0'
1.0'
8.0'
WINGWALL
HEADWALL
CULVERT OPENING
CULVERT OUTSIDE WALL
AGGREGATE SURFACE CSE, 6", 238 SYD
MATCH EX TRAIL GRADE
43 SYD PLAIN RIPRAP
ON GEOTEXTILE
65 SYD PLAIN RIPRAP
ON GEOTEXTILE
92' SILT FENCE
EXISTING TRAIL TO BE NATURALIZED
SLOPE RESTORATION, TYPE A, 150 SYD
24', 96"X72" PRECAST CONC BOX CULVERT
WITH PRECAST CONCRETE 8' WINGWALLS
UNDERGROUND UTILITY
CAUTION - CRITICAL
106 SYD, SLOPE RESTORATION, TYPE A
T
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CLEARING LIMITS, TYP
42' SILT FENCE
46' SILT FENCE
21' SILT FENCE
40' SILT FENCE
100 YR WATER ELEV, 5' ABOVE STREAM BOTTOM
21 SYD RIPRAP, D50=6"
RIPRAP, 8"
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424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH. 906.482.0535
F 906.482.6453
GENERAL NOTES:
1. THERE IS NO EXISTING CULVERT IN PLACE, THE SITE IS NATURALIZED
AND THE TRAIL IS REROUTED TO THE NORTH. THE PROPOSED
CULVERT WILL BE PLACED IN THE EXISTING NATURALIZED CHANNEL.
2. WATER CONTROL DURING CONSTRUCTION SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR MAY USE A
TEMPORARY DIVERSION DITCH OR PUMPING DEPENDING ON FLOW
CONDITIONS. THE CONTRACTOR SHALL RESTORE ANY AREAS
DISTURBED FOR WATER CONTROL MEASURES.
3. SURVEY DATA WAS COLLECTED 05/2018, ON NAD83 MICHIGAN STATE
PLANES, NORTH ZONE, INTERNATIONAL FOOT (MI83-NIF).
4. GRANULAR MATERIAL CLASS I, II, OR IIIA MAY BE USED WHERE
GRANULAR MATERIAL CLASS II IS SPECIFIED ON THE PLANS.
5. THE DESIGN OF THIS STRUCTURE IS BASED ON HL-93 MOD LOADING.
6. D
IS THE DIAMETER OF THE PARTICLE WHERE 50% OF THE
MATERIAL'S SMALLEST DIMENSION MUST BE LARGER THAN SIZE
INDICATED ON PROFILE OR PLAIN RIPRAP.
OHWM ELEV=1509
16.0'
TYPE III BARRICADE
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AutoCAD SHX Text
EXISTING STREAM BED
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
B/BANK
AutoCAD SHX Text
B/BANK
AutoCAD SHX Text
B/BANK
AutoCAD SHX Text
OLD US-2
AutoCAD SHX Text
UNKNOWN CREEK
AutoCAD SHX Text
EDGE OF WATER
AutoCAD SHX Text
EX TEL
AutoCAD SHX Text
FLOW
AutoCAD SHX Text
EASEMENT
AutoCAD SHX Text
EASEMENT
AutoCAD SHX Text
ROW
AutoCAD SHX Text
ROW
AutoCAD SHX Text
ROW
AutoCAD SHX Text 1"=10'
AutoCAD SHX Text H: 1"=20' V: 1"=2'
AutoCAD SHX Text H: 1"=20' V:1"=2'
AutoCAD SHX Text
NTS
AutoCAD SHX Text
PRELIMINARY
AutoCAD SHX Text
CONSTRUCTION
AutoCAD SHX Text
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
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APPROVED
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DEPARTMENT OF TECHNOLOGY MANAGEMENT AND BUDGET
http://www.ohm-eng.com http://www.ohm-eng.com AutoCAD SHX Text C-130
AutoCAD SHX Text 7136-20-0010
AutoCAD SHX Text
751/20089.JBB
AutoCAD SHX Text 3/27/2020
AutoCAD SHX Text
AutoCAD SHX Text
EM/AR
AutoCAD SHX Text
EM/AR
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KORPELA TO WAKEFIELD-STATELINE GRADE EXTENSION
AutoCAD SHX Text
KOSKELA CULVERT
AutoCAD SHX Text
JH
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MM/CS
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2%
PROPOSED STREAM BOTTOM
ELEV 1532.15
ELEV 1532.50
WINGWALL
HEADWALL
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24+69 feetGRAPHIC SCALE: 1 inch =
3020105
Know what's below.
before you dig.Call
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REM EX BOX CULVERT
AGGREGATE SURFACE CSE, 6", 83 SYD
MATCH EX TRAIL GRADE
34 SYD PLAIN RIPRAP
ON GEOTEXTILE
61 SYD PLAIN RIPRAP
ON GEOTEXTILE.
FILL PLUNGE POOL
CLEARING LIMITS (TYP)
PIKKA CULVERT PLAN VIEW1
PIKKA SECTION THROUGH CULVERT2
24', 96"X60" PRECAST CONC BOX CULVERT
UNDERGROUND UTILITY
CAUTION - CRITICAL
PROPOSED PRECAST WINGWALLS
6A GRAVEL
24', 96"X60" PRECAST CONC BOX CULVERT
PRECAST CONC WINGWALL
APPROXIMATE FINISHED GRADE
CONC HEADWALL
CULVERT END VIEW3
8.0' 9.7' 8.0'
1.0'
8.0'
SALVAGE EX LIMESTONE
PLACE PARALLEL TO TRAIL AT
END OF WINGWALLS
14' SILT FENCE
37 SYD, SLOPE RESTORATION TYPE A
32 SYD, SLOPE
RESTORATION, TYPE A
SALVAGED LIMESTONE, TYP
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P
34' SILT FENCE
13' SILT FENCE
14' SILT FENCE
4.3' (TYP)
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4.3' (TYP)
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424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH. 906.482.0535
F 906.482.6453
GENERAL NOTES:
1. WATER CONTROL DURING CONSTRUCTION SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR.
2. SURVEY DATA WAS COLLECTED 05/2018, ON NAVD83 MICHIGAN STATE
PLANES, NORTH ZONE, INTERNATIONAL FOOT (MI83-NIF).
3. GRANULAR MATERIAL CLASS I, II, OR IIIA MAY BE USED WHERE
GRANULAR MATERIAL CLASS II IS SPECIFIED ON THE PLANS.
4. THE DESIGN OF THIS STRUCTURE IS BASED ON HL-93 MOD LOADING.
5. D
IS THE DIAMETER OF THE PARTICLE WHERE 50% OF THE
MATERIAL'S SMALLEST DIMENSION MUST BE LARGER THAN SIZE
INDICATED ON PROFILE OR PLAIN RIPRAP.
5'
TYP
PROP TRAIL
EX GRADE
POB
MATCH EXISTING TRAIL
REMOVE VEGETATION
AND ORGANIC SOILS
24', 96"X60" PRECAST CONC BOX CULVERT
APPROXIMATE EXCAVATION LIMITS
6A GRAVEL
CULVERT OPENING
CULVERT OUTSIDE WALL
21 SYD RIPRAP, D50=6"
POE
1'
TYP
ELEV. 1532.8
S
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PIKKA CULVERT TRAIL PROFILE VIEW1
S
STA 22+78
AutoCAD SHX Text
T/BANK
AutoCAD SHX Text
T/BANK
AutoCAD SHX Text
B/BANK
AutoCAD SHX Text
B/BANK
AutoCAD SHX Text
B/BANK
AutoCAD SHX Text
T/BANK
AutoCAD SHX Text
T/BANK
AutoCAD SHX Text
EDGE OF WATER
AutoCAD SHX Text
EDGE OF WATER
AutoCAD SHX Text
T/BANK
AutoCAD SHX Text
T/BANK
AutoCAD SHX Text
EDGE OF WATER
AutoCAD SHX Text
EDGE OF WATER
AutoCAD SHX Text
UNKNOWN CREEK
AutoCAD SHX Text
EX TEL
AutoCAD SHX Text
EX TEL
AutoCAD SHX Text
TRAIL 2, WAKEFIELD TO MARENISCO
AutoCAD SHX Text
FLOW
AutoCAD SHX Text
EASEMENT
AutoCAD SHX Text
EASEMENT
AutoCAD SHX Text
EASEMENT
AutoCAD SHX Text
EASEMENT
AutoCAD SHX Text
EXISTING STREAM BOTTOM
AutoCAD SHX Text 1"=10'
AutoCAD SHX Text H: 1"=20' V: 1"=2'
AutoCAD SHX Text
NTS
AutoCAD SHX Text
PRELIMINARY
AutoCAD SHX Text
CONSTRUCTION
AutoCAD SHX Text
FINAL RECORD
AutoCAD SHX Text
DATE
AutoCAD SHX Text
ISSUED FOR
AutoCAD SHX Text DTMB No.
AutoCAD SHX Text
OHM PROJ.
AutoCAD SHX Text IDENTIFICATION No.
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
DEPARTMENT OF TECHNOLOGY MANAGEMENT AND BUDGET
http://www.ohm-eng.com http://www.ohm-eng.com AutoCAD SHX Text C-131
AutoCAD SHX Text 7136-20-0010
AutoCAD SHX Text
751/20089.JBB
AutoCAD SHX Text 3/27/2020
AutoCAD SHX Text
AutoCAD SHX Text
EM/AR
AutoCAD SHX Text
EM/AR
AutoCAD SHX Text
KORPELA TO WAKEFIELD-STATELINE GRADE EXTENSION
AutoCAD SHX Text
PIKKA CULVERT
AutoCAD SHX Text
JH
AutoCAD SHX Text
MM/CS
AutoCAD SHX Text
AutoCAD SHX Text H: 1"=20' V:1"=2'
| Sheets and Views |
| DT TITLE SHEET |
| C-001 NOTES |
| C-002 PROJECT INDEX |
| C-130 KOSKELA CULVERT |
| C-131 PIKKA CULVERT |
| S-101 MCVICHIE EXISTING CONDITIONS |
| S-102 MCVICHIE PLAN OF SITE GRS ABUTMENT |
| S-103 MCVICHIE PLAN OF STRUCTURE GRS ABUTMENT |
| S-104A MCVICHIE ABUTMENT DETAILS GRS |
| S-104B MCVICHIE ABUTMENT DETAILS LWALL (ALTERNATE) |
| C-501 DETAILS |
| C-502 BRIDGE RAIL DETAILS |
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