Plans Part 4 21296.pdf
PDF 2 MB Posted
- Solicitation number
- RFQ - 171 - 230000000357
- Issued by
- Ontonagon County, Michigan
About this file
This document appears to be a set of construction drawings related to a pavement rehabilitation project at the Porcupine Mountains Wilderness State Park in Michigan. The project is managed by the Michigan Department of Natural Resources and the Department of Technology, Management and Budget, State Facilities Administration Design and Construction Division, with design and engineering services provided by OHM Advisors. The project involves pavement reconstruction, grading, drainage, and slope restoration work along Summit Peak Road within the state park. The bid attachments must be uploaded to the SIGMA VSS system, and questions should be directed to the project manager. Key details include typical pavement sections, superelevation transition tables, and various construction details.
The pricing terms, funding sources, and other commercial details are not provided in this set of technical drawings. However, the project manual may contain additional information about the procurement process, bid requirements, and contract terms. Interested bidders should review the full solicitation package to understand the complete scope of work, pricing structure, and other relevant requirements.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| 751-21296.TAP PPMWSP Pavement Rehab - Addendum 1_Issued_20230406.pdf | ||
| Specifications 21296.pdf | ||
| Plans Part 3 21296.pdf | ||
| Advertisement 21296.pdf | ||
| Plans Part 2 21296.pdf | ||
| Plans Part 1 21296.pdf |
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OHM PROJECT No.
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424 Hancock St Hancock, MI 49930
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COPYRIGHT 2021 OHM ALL DRAWINGS AND WRITTEN MATERIALS APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF OHM AND THE SAME MAY NOT BE DUPLICATED, DISTRIBUTED, OR DISCLOSED WITHOUT PRIOR WRITTEN CONSENT OF OHM
HANDICAP PARKING SIGN DETAIL6
CULVERT BEDDING DETAIL2END SECTION DETAIL3
SILT FENCE GRAVEL FILTER1
SILT FENCE4 CHECK DAM5
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PLAN VIEW
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GEOTEXTILE FABRIC
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RIPRAP, PLAIN
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SLOPE RESTORATION
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PROFILE VIEW
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RIPRAP, PLAIN
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PIPE BEDDING
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GEOTEXTILE FABRIC
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LIMITS OF SLOPE RESTORATION
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RIPRAP, PLAIN
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END VIEW
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FLOW
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GEOTEXTILE FILTER FABRIC
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6"X6" ANCHOR TRENCH VERTICAL WALL
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STONE FILTER MATERIAL MDOT 6A STONE (NATURAL)
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NOTE: PLACE GEOTEXTILE FABRIC UNDER STONE WITH 6" MIN. OVERLAP
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AND TRENCHED IN 6" MIN.
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CROSS SECTION
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1 "X1 " HARDWOOD 12"X1 " HARDWOOD 12" HARDWOOD STAKES DRIVEN INTO GROUND 1' MIN.
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GEOTEXTILE FILTER FABRIC (MIN 10/GAL/MIN/SQ FT
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FRONT VEIW
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PLAN VEIW
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SILT FENCE (SP-2)
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STONE FILTER MATERIAL MDOT 6A STONE (NATURAL)
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FLOW
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FLOW
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SWALE TO DIRECT FLOW TO THE STONE FILTER
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AutoCAD SHX Text 2 C
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1.5 C
AutoCAD SHX Text 3.94
AutoCAD SHX Text 4.12
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AutoCAD SHX Text 3.94
AutoCAD SHX Text 1.5
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AutoCAD SHX Text 1.13
AutoCAD SHX Text 9.87
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AutoCAD SHX Text 8.5
AutoCAD SHX Text R7-8
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3 LBS STEEL POST
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AutoCAD SHX Text 1.5C
AutoCAD SHX Text 4.1
AutoCAD SHX Text 3.8
AutoCAD SHX Text 0.5
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AutoCAD SHX Text R7-8b
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AutoCAD SHX Text NOTE: USE R7-8b ONLY WHERE SPECIFIED ON PLANS
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NO SCALE
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NO SCALE
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NO SCALE
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NO SCALE
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NOTE: SEE MDOT STANDARD DETAIL R-82-D
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NO SCALE
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NO SCALE
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AGGREGATE BASE
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CLASS II BACKFILL COMPACT TO 95% MAXIMUM DENSITY
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D = PIPE DIAMETER
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BURY CULVERT OF 16 OF CULVERT DIA, NO GREATER THAN 1FT
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HMA SURFACE
X-SLOPE TRANSITION CHART
STATION TO STATION
% TO %
LEFT OUTSIDE LANE RIGHT OUTSIDE LANE
CURVE 8: TRANSITION IN
REGION
105+65.94 TO 106+00.05 -2.0% -2.0%
106+00.05 TO 106+34.17 -2.0% -2% TO 0%
106+34.17 TO 106+68.29 -2.0% 0% TO 2%
106+68.29 TO 106+92.17 -2% TO -3.40% 2% TO 3.40%
CURVE 8: TRANSITION OUT
REGION
108+43.40 TO 108+67.28 -3.40% TO -2.0% 3.40% TO 2.0%
108+67.28 TO 109+01.40 -2.0% 2.0% TO 0%
109+01.40 TO 109+35.51 -2.0% 0% TO -2.0%
109+35.51 TO 109+69.63 -2.0% -2.0%
CURVE 9: TRANSITION IN
REGION
107+50.97 TO 107+85.18 -2.0% -2.0%
107+50.97 TO 108+19.39 -2.0% -2.0% TO 0%
108+19.39 TO 108+53.60 -2.0% 0% TO 2.0%
108+53.60 TO 108+84.39 -2.0% TO -3.80% 2.0% TO 3.80%
CURVE 9: TRANSITION OUT
REGION
109+95.50 TO 110+26.29 -3.80% TO -2.0% 3.80% TO 2.0%
110+26.29 TO 110+60.50 -2.0% 2.0% TO 0%
110+60.50 TO 110+94.71 -2.0% 0% TO -2.0%
110+94.71 TO 111+28.92 -2.0% -2.0%
CURVE 10: TRANSITION IN
REGION
109+02.16 TO 109+36.66 -2.0% -2.0%
109+36.66 TO 109+71.16 -2.0% -2.0% TO 0%
109+71.16 TO 110+05.66 -2.0% 0% TO 2.0%
110+05.66 TO 110+40.16 -2.0% TO -4.0% 2.0% TO 4.0%
CURVE 10: TRANSITION OUT
REGION
110+40.16 TO 110+93.52 -4.0% 4.0%
110+93.52 TO 111+28.02 -4.0% TO -2.0% 4.0% TO 2.0%
111+28.02 TO 111+62.52 -2.0% 2.0% TO 0%
111+62.52 TO 111+97.02 -2.0% 0% TO -2.0%
111+97.02 TO 112+31.52 -2.0% -2.0%
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OHM PROJECT No.
1-
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3/2 2/2
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7136-21-0130
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424 Hancock St Hancock, MI 49930
P (906) 482-0535 | F (906) 482-6453
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COPYRIGHT 2021 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
TYPICAL RECONSTRUCT PAVEMENT SECTION WITH DITCHING BOTH SIDES2
TYPICAL RECONSTRUCT PAVEMENT SECTION WITH UNDERDRAIN3
TYPICAL SUPERELEVATED CROSS SECTION4
TYPICAL CROSS SECTION FOR SUMMIT PEAK ROAD WIDENINGS1
WATER FOUNTAIN DETAIL8 TRASH BIN & WOOD DECK DETAIL7
TYPICAL RECONSTRUCT PAVEMENT SECTION WITH DITCHING ON ONE SIDE5
SUPERELEVATION X-SLOPE TRANSITION TABLE6
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HMA APPLICATION TABLE
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IDENTIFICATION
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NO.
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ITEM
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PERFORMANCE
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COMMENTS
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GRADE
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RATE,
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HMA, 5EL
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165 LBS/SYD
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#/SYD
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PG 58-34
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TOP COURSE, AWI=260 MIN.
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HMA, 4EL
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165 LBS/SYD
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PG 58-34
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LEVEL COURSE
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GALLONS/SYD
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HMA BOND COAT
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NOTE: HMA PAVEMENT CORE THICKNESS SUMMARY IS AVAILABLE IN THE PROJECT MANUAL
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HMA-T
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HMA-L
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EXISTING SUBGRADE
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AGGREGATE BASE, 6 INCH
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MDOT CL II SUBBASE, 12 INCH
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HMA-T
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HMA-L
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NO SCALE
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GEOGRID
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SLOPE RESTORATION
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EXISTING SUBGRADE
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*PROPOSED 6 INCH UNDERDRAIN (TYP)
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AGGREGATE BASE, 6 INCH
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MDOT CL II SUBBASE, 12 INCH
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HMA-T
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HMA-L
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NO SCALE
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GEOGRID
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SLOPE RESTORATION
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EXISTING SHALLOW DITCH (<2' DEEP)
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EXISTING SHALLOW DITCH (<2' DEEP)
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*APPLIES TO: 12' LANES STA 116+00 TO STA 121+00 RT & STA 116+00 TO STA 121+00 LT
AutoCAD SHX Text NOTE: 1. DAYLIGHT UNDERDRAIN INTO DITCH AT STA 116+00 DAYLIGHT UNDERDRAIN INTO DITCH AT STA 116+00 RT AND STA 116+00 LT. INSTALL UNDERDRAIN END SECTIONS AT THESE LOCATIONS.
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HMA-T
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HMA-L
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*PER MDOT R107
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NO SCALE
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AutoCAD SHX Text 2%
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SLOPE RESTORATION
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MDOT CLII SUBBASE, 12 INCH
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AGGREGATE BASE, 6 INCH
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EXISTING SUBGRADE
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*PER MDOT R107
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GEOGRID
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** UNDERDRAIN APPLIES TO: STA 104+80 TO STA 106+50 LT
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NO SCALE
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HMA-T
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HMA-L
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MDOT CLII SUBBASE, 12 INCH
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AGGREGATE BASE, 6 INCH
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EXISTING SUBGRADE
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MDOT CLII SUBBASE, 12 INCH
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AGGREGATE BASE, 6 INCH
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*APPLIES TO: SUMMIT PEAK STA 2+77 TO STA 3+64 RT
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VARIES
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VARIES
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*APPLIES TO: SUMMIT PEAK STA 3+22 TO STA 5+04 LT
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HMA-T
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HMA-L
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CURB SLP, HMA
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SHOULDER, CL III, 3 INCH, TYP
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SHOULDER, CL III, 3 INCH, TYP
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SHOULDER, CL III, 3 INCH, TYP
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SHOULDER, CL III, 3 INCH, TYP
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SLOPE RESTORATION
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NO SCALE
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** UNDERDRAIN, 6 INCH
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**APPLIES TO: STA 104+80 TO STA 106+50 LT
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EXISTING DITCH
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PROPOSED DITCH
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EXISTING SUBGRADE
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AGGREGATE BASE, 6 INCH
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MDOT CL II SUBBASE, 12 INCH
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HMA-T
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HMA-L
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NO SCALE
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GEOGRID
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SLOPE RESTORATION
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**BACKSLOPE TO BE 31 AT MANAGERS RESIDENCE
AutoCAD SHX Text *LANE WIDTH APPLIES TO: 12' LANES STA 10+00 TO STA 15+00 10' LANES STA 100+00 TO STA 112+32.20 12' LANES STA 112+91.26 TO STA 120+28.95
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SHOULDER, CL III, 3 INCH, TYP
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*APPLIES TO: SEE SUPERELEVATION TABLE (TABLE 6) ON THIS SHEEET
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NO SCALE
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*DITCHING APPLIES TO: APPROXIMATE LOCATIONS STA 110+50 TO STA 116+25
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