Plans Part 3 21296.pdf
PDF 5 MB Posted
- Solicitation number
- RFQ - 171 - 230000000357
- Issued by
- Ontonagon County, Michigan
About this file
This document contains construction plans and associated quantities for the rehabilitation of pavement infrastructure at Porcupine Mountains Wilderness State Park in Ontonagon County, Michigan. The project, overseen by the Michigan Department of Technology, Management and Budget and the Michigan Department of Natural Resources, includes the removal and replacement of asphalt surfaces, concrete curbs and sidewalks, culvert improvements, earthwork, erosion control, and other site work in the visitor, camper, and summit peak parking areas. Key quantities include over 5,000 square yards of HMA surface removal and replacement, nearly 2,000 cubic yards of excavation, and over 1,400 square feet of concrete sidewalk. Bids are due by 2:00 PM on the specified deadline, with a contract award and notice to proceed to follow.
The construction documents provide detailed specifications and pricing breakdowns for the various bid items. Bidders must comply with state and federal requirements, including the provision of bid, performance, and payment bonds. Funding for the project is provided through state appropriations. Prospective bidders are encouraged to thoroughly review the plans, specifications, and other bid documents to ensure full understanding of the project scope and requirements prior to submitting their proposal.
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Other files
| File | Type | Posted |
|---|---|---|
| 751-21296.TAP PPMWSP Pavement Rehab - Addendum 1_Issued_20230406.pdf | ||
| Plans Part 4 21296.pdf | ||
| Specifications 21296.pdf | ||
| Advertisement 21296.pdf | ||
| Plans Part 2 21296.pdf | ||
| Plans Part 1 21296.pdf |
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COPYRIGHT 2021 OHM ALL DRAWINGS AND WRITTEN MATERIALS APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF OHM AND THE SAME MAY NOT BE DUPLICATED, DISTRIBUTED, OR DISCLOSED WITHOUT PRIOR WRITTEN CONSENT OF OHM
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HMA SURFACE, REM
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EARTH DISTURBANCE CLEARING AND GRUBBING
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REMOVE AND SALVAGE CONCRETE BUMPERS
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PROTECT EX. TREES
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CURB AND GUTTER REMOVAL
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SEE SHEET C-181
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EARTH DISTURBANCE
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CLEARING
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CLEARING
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SOIL EROSION AND SEDIMENTATION CONTROL ITEMS
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(SEE DTMB SESC GUIDEBOOK FOR DETAILS)
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KEY NO
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AutoCAD SHX Text NOTES: 1. ALTERNATE #2 QUANTITIES SHALL BE USED IN LIEU OF BASE BID ALTERNATE #2 QUANTITIES SHALL BE USED IN LIEU OF BASE BID QUANTITIES. THEY ARE NOT DEDUCTED FROM BASE BID QUANTITIES.
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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
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HMA, 4EL
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PARKING LOT WIDENING
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ASPH
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PROPOSED CONCRETE SIDEWALK WITH INTEGRAL CURB (SEE DETAIL 3 ON SHEET C-501)
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ACCESS ROAD
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SEE SHEET C-122
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SLOPE RESTORATION, NON-FREEWAY, TYPE C
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4" WHITE PAVEMENT MARKINGS (TYP)
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DETECTABLE WARNING SURFACE CURB RAMP, CONC, 4 INCH
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MATCH EXISTING SWALE
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REMOVE & RELOCATE SIGN
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HMA, SPILLWAY
RIPRAP, PLAIN
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EXISTING CULVERT DATA
CULVERT SIZE/TYPE LENGTH INVERT ELEVATIONS
CUL-006 CMP 80.3' 627.89/627.49
CUL-007 CMP 34.4' 625.98/625.55
CUL-008 6" HDPE 23.61' 628.11/627.28
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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
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FLAMMABLE MATERIAL
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PROPANE TANK
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AutoCAD SHX Text
AutoCAD SHX Text Ft
AutoCAD SHX Text Erosion Control, Gravel Filter Berm
AutoCAD SHX Text
AutoCAD SHX Text Ft
AutoCAD SHX Text Erosion Control, Silt Fence
AutoCAD SHX Text
CUL-008 CULVERT REMOVAL
AutoCAD SHX Text
CUL-007 CULVERT REMOVAL
AutoCAD SHX Text
CUL-006 CULVERT REMOVAL
AutoCAD SHX Text
CAMPER PARKING
http://www.ohm-eng.com AutoCAD SHX Text 1" = 20'
AutoCAD SHX Text
HMA SURFACE, REM
AutoCAD SHX Text
EARTH DISTURBANCE
AutoCAD SHX Text
ACCESS ROAD
AutoCAD SHX Text 100+00 - 108+00
AutoCAD SHX Text
SEE SHEET C-121
AutoCAD SHX Text
VISITORS PARKING LOT
AutoCAD SHX Text
SEE SHEET C-171
AutoCAD SHX Text
EARTH DISTURBANCE
AutoCAD SHX Text
REMOVE SIDEWALK TO NEAREST JOINT IN PREPERATION FOR PROPOSED CULVERT
AutoCAD SHX Text
EARTH DISTURBANCE
AutoCAD SHX Text
REMOVE SIDEWALK TO NEAREST JOINT
AutoCAD SHX Text
MATCH LINE STA 100+00
AutoCAD SHX Text
PROTECT EXISTING CURB AND TREES
AutoCAD SHX Text
PROTECT SIGN
AutoCAD SHX Text
PROTECT SIGN
AutoCAD SHX Text
15' 6A STONE FILTER BERM, SEE DETAIL SHEET C-502
AutoCAD SHX Text S51
AutoCAD SHX Text feet
AutoCAD SHX Text GRAPHIC SCALE: 1 inch =
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
ALTERNATE 1
AutoCAD SHX Text
DITCH CLEANOUT
AutoCAD SHX Text
DITCH CLEANOUT
AutoCAD SHX Text
ES31
AutoCAD SHX Text
SOIL EROSION AND SEDIMENTATION CONTROL ITEMS
AutoCAD SHX Text
(SEE DTMB SESC GUIDEBOOK FOR DETAILS)
AutoCAD SHX Text
KEY NO
AutoCAD SHX Text
NAME
AutoCAD SHX Text
CHECK DAM
AutoCAD SHX Text
SILT FENCE
AutoCAD SHX Text
ES31
AutoCAD SHX Text S51
AutoCAD SHX Text
PROTECT SIDEWALK
AutoCAD SHX Text
CLEARING LIMITS
AutoCAD SHX Text
REMOVE SIDEWALK TO NEAREST JOINT
AutoCAD SHX Text NOTES: 1. ALTERNATE #3 QUANTITIES SHALL BE USED IN LIEU OF BASE BID ALTERNATE #3 QUANTITIES SHALL BE USED IN LIEU OF BASE BID QUANTITIES. THEY ARE SEPERATE FROM BASE BID QUANTITIES.
AutoCAD SHX Text NOTES: 1. ALTERNATE #1 QUANTITIES SHALL BE USED IN LIEU OF BASE BID ALTERNATE #1 QUANTITIES SHALL BE USED IN LIEU OF BASE BID QUANTITIES. THEY ARE SEPERATE FROM BASE BID QUANITITIES.
VISITOR CENTER EMPLOYEE PARKING
PROPOSED CULVERT DATA
CULVERT SIZE/TYPE LENGTH INVERT ELEVATIONS
CUL-007 12" CONC 35' 626.0/625.5
CUL-008 8" HDPE 40' 628.11/626.8
CUL-006 12" CONC 110' 628.40/627.13
CUL-010 8" HDPE 20' 628.63/FIELD VERIFY
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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
AutoCAD SHX Text
CONC PARKING CURB
AutoCAD SHX Text
HEADQUARTERS RD
AutoCAD SHX Text
VISITORS CENTER
AutoCAD SHX Text
CONC
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
BASE BID - CAMPER PARKING - QUANTITIES THIS SHEET (FOR REFERENCE ONLY)
AutoCAD SHX Text
TOTAL
AutoCAD SHX Text
UNIT
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
AutoCAD SHX Text Cyd
AutoCAD SHX Text Subbase, CIP
AutoCAD SHX Text
AutoCAD SHX Text Syd
AutoCAD SHX Text Aggregate Base, 6 inch
AutoCAD SHX Text
AutoCAD SHX Text Syd
AutoCAD SHX Text Shld, Cl III, 3 inch
AutoCAD SHX Text
AutoCAD SHX Text Syd
AutoCAD SHX Text _Road Grade Triaxial Geogrid
AutoCAD SHX Text
AutoCAD SHX Text Ea
AutoCAD SHX Text Culv End Sect, Conc, 12 inch
AutoCAD SHX Text
AutoCAD SHX Text Ft
AutoCAD SHX Text Culv, Cl A, Conc, 12 inch
AutoCAD SHX Text
AutoCAD SHX Text Ft
AutoCAD SHX Text _Culv, Cl A, HDPE, 8 inch
AutoCAD SHX Text
AutoCAD SHX Text Ton
AutoCAD SHX Text
HMA, 4EL
AutoCAD SHX Text
AutoCAD SHX Text Ton
AutoCAD SHX Text
HMA, 5EL
AutoCAD SHX Text
AutoCAD SHX Text Ft
AutoCAD SHX Text Detectable Warning Surface
AutoCAD SHX Text
AutoCAD SHX Text Sft
AutoCAD SHX Text Sidewalk, Conc, 4 inch
AutoCAD SHX Text
AutoCAD SHX Text Sft
AutoCAD SHX Text Curb Ramp, Conc, 4 inch
AutoCAD SHX Text
AutoCAD SHX Text Ft
AutoCAD SHX Text Pavt Mrkg, Waterborne, for Rest Areas, Parks, and Lots, 4 inch, White
AutoCAD SHX Text
AutoCAD SHX Text Syd
AutoCAD SHX Text Riprap, Plain
AutoCAD SHX Text
AutoCAD SHX Text Syd
AutoCAD SHX Text Slope Restoration, Non-Freeway, Type B
AutoCAD SHX Text
ALT #3 - CAMPER PARKING QUANTITIES THIS SHEET (FOR REFERENCE ONLY)
AutoCAD SHX Text
TOTAL
AutoCAD SHX Text
UNIT
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
AutoCAD SHX Text Syd
AutoCAD SHX Text Shld, Cl III, 3 inch
AutoCAD SHX Text
AutoCAD SHX Text Ea
AutoCAD SHX Text Culv End Sect, Conc, 12 inch
AutoCAD SHX Text
AutoCAD SHX Text Ft
AutoCAD SHX Text Culv, Cl A, Conc, 12 inch
AutoCAD SHX Text
AutoCAD SHX Text Ft
AutoCAD SHX Text _Culv, Cl A, HDPE, 8 inch
AutoCAD SHX Text
AutoCAD SHX Text Ton
AutoCAD SHX Text
HMA, 5EL
AutoCAD SHX Text
AutoCAD SHX Text Sft
AutoCAD SHX Text Sidewalk, Conc, 4 inch
AutoCAD SHX Text
AutoCAD SHX Text Sft
AutoCAD SHX Text Curb Ramp, Conc, 4 inch
AutoCAD SHX Text
AutoCAD SHX Text Ft
AutoCAD SHX Text Pavt Mrkg, Waterborne, for Rest Areas, Parks, and Lots, 4 inch, White
AutoCAD SHX Text
AutoCAD SHX Text Syd
AutoCAD SHX Text Riprap, Plain
AutoCAD SHX Text
AutoCAD SHX Text Syd
AutoCAD SHX Text Slope Restoration, Non-Freeway, Type C
AutoCAD SHX Text
ALT #1 - EMPLOYEE PARKING - QUANTITIES THIS SHEET (FOR REFERENCE ONLY)
AutoCAD SHX Text
TOTAL
AutoCAD SHX Text
UNIT
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
AutoCAD SHX Text Cyd
AutoCAD SHX Text Subbase, CIP
AutoCAD SHX Text
AutoCAD SHX Text Syd
AutoCAD SHX Text Aggregate Base, 6 inch
AutoCAD SHX Text
AutoCAD SHX Text Syd
AutoCAD SHX Text Shld, Cl III, 3 inch
AutoCAD SHX Text
AutoCAD SHX Text Ea
AutoCAD SHX Text Culv End Sect, Conc, 12 inch
AutoCAD SHX Text
AutoCAD SHX Text Ft
AutoCAD SHX Text Culv, Cl A, Conc, 12 inch
AutoCAD SHX Text
AutoCAD SHX Text Ton
AutoCAD SHX Text
HMA, 4EL
AutoCAD SHX Text
AutoCAD SHX Text Ton
AutoCAD SHX Text
HMA, 5EL
AutoCAD SHX Text
AutoCAD SHX Text Ft
AutoCAD SHX Text Detectable Warning Surface
AutoCAD SHX Text
AutoCAD SHX Text Sft
AutoCAD SHX Text Sidewalk, Conc, 4 inch
AutoCAD SHX Text
AutoCAD SHX Text Ft
AutoCAD SHX Text Post, Steel, 3 lb
AutoCAD SHX Text
AutoCAD SHX Text Ea
AutoCAD SHX Text _Sign, Type R7-8
AutoCAD SHX Text
AutoCAD SHX Text Ea
AutoCAD SHX Text _Sign, Type R7-8b
AutoCAD SHX Text
AutoCAD SHX Text Ea
AutoCAD SHX Text Pavt Mrkg, Preformed Thermopl, Accessible Sym
AutoCAD SHX Text
AutoCAD SHX Text Ft
AutoCAD SHX Text Pavt Mrkg, Waterborne, for Rest Areas, Parks, and Lots, 4 inch, Blue
AutoCAD SHX Text
AutoCAD SHX Text Ft
AutoCAD SHX Text Pavt Mrkg, Waterborne, for Rest Areas, Parks, and Lots, 4 inch, White
AutoCAD SHX Text
AutoCAD SHX Text Syd
AutoCAD SHX Text Riprap, Plain
AutoCAD SHX Text
AutoCAD SHX Text Syd
AutoCAD SHX Text Slope Restoration, Non-Freeway, Type B
AutoCAD SHX Text
AutoCAD SHX Text Syd
AutoCAD SHX Text Slope Restoration, Non-Freeway, Type C
AutoCAD SHX Text
PROPOSED CULVERT CUL-008
AutoCAD SHX Text
PROPOSED CULVERT CUL-007
AutoCAD SHX Text
PROPOSED CULVERT CUL-006
AutoCAD SHX Text
VISITOR CENTER EMPLOYEE PARKING AREA
AutoCAD SHX Text
CAMPER PARKING LOT 3
AutoCAD SHX Text
SLOPE RESTORATION, NON-FREEWAY, TYPE C
http://www.ohm-eng.com AutoCAD SHX Text 1" = 20'
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
MATCH LINE STA 100+00
AutoCAD SHX Text
ACCESS ROAD
AutoCAD SHX Text 100+00 - 108+00
AutoCAD SHX Text
SEE SHEET C-122
AutoCAD SHX Text
PROPOSED CUL-010 REPLACE CONCRETE WALK MATCH EX GRADES
AutoCAD SHX Text
SIDEWALK, CONC, 4 INCH
AutoCAD SHX Text
ALTERNATE #1
AutoCAD SHX Text
4" WHITE PAVEMENT MARKINGS
AutoCAD SHX Text
MATCH EXISTING EA GEOMETRY
AutoCAD SHX Text
CURB RAMP, CONC, 4 INCH
AutoCAD SHX Text
FLAMMABLE MATERIAL
AutoCAD SHX Text
HAZARDOUS OR
AutoCAD SHX Text feet
AutoCAD SHX Text GRAPHIC SCALE: 1 inch =
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SIDEWALK, CONC, 4 INCH
AutoCAD SHX Text
3 SYD - RIPRAP, PLAIN (TYP)
AutoCAD SHX Text
SLOPE RESTORATION, NON-FREEWAY, TYPE B
AutoCAD SHX Text NOTES: 1. ALTERNATE #3 QUANTITIES SHALL BE USED IN LIEU OF BASE BID ALTERNATE #3 QUANTITIES SHALL BE USED IN LIEU OF BASE BID QUANTITIES. THEY ARE SEPERATE FROM BASE BID QUANTITIES.
AutoCAD SHX Text NOTES: 1. ALTERNATE #1 QUANTITIES SHALL BE USED IN LIEU OF BASE BID ALTERNATE #1 QUANTITIES SHALL BE USED IN LIEU OF BASE BID QUANTITIES. THEY ARE SEPERATE FROM BASE BID QUANTITIES.
AutoCAD SHX Text
DETECTABLE WARNING SURFACE
ADA SIGN, R7-8 ADA SIGN, R7-8B STEEL POST, 3LB
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SF SF SF SF
CULVERT DATA
CULVERT SIZE/TYPE LENGTH INVERT ELEVATIONS
CUL-011 12" CMP 27.8' 1705.29/1704.84
CUL-012 12" CMP 19.8' 1706.36/1705.52
CUL-013 CMP 24.1' 1703.92/1703.06
CUL-014 12" CMP 31.0' 1701.77/1700.58
CUL-015 12" CMP 29.9' 1707.27/1705.44
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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
SUMMIT PEAK PARKING REMOVAL1
AutoCAD SHX Text
CL DITCH
AutoCAD SHX Text
CL DITCH
AutoCAD SHX Text
T/BANK
AutoCAD SHX Text
T/BANK
AutoCAD SHX Text
GRAV
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
GRAV
AutoCAD SHX Text
ASPH WALK
AutoCAD SHX Text
LIGHT WOODS
AutoCAD SHX Text
HEAVY WOODS
AutoCAD SHX Text
HEAVY WOODS
AutoCAD SHX Text
WOODEN WALL
AutoCAD SHX Text
FLAMMABLE MATERIAL
AutoCAD SHX Text
FLAMMABLE MATERIAL
AutoCAD SHX Text
PROPANE TANK
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
RIPRAP
AutoCAD SHX Text
RIPRAP
AutoCAD SHX Text
UTILITY POLE WITH SOLAR PANEL
AutoCAD SHX Text
QUANTITIES THIS SHEET (FOR REFERENCE ONLY)
AutoCAD SHX Text
TOTAL
AutoCAD SHX Text
UNIT
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
AutoCAD SHX Text Ea
AutoCAD SHX Text Culv, Rem, Less than 24 inch
AutoCAD SHX Text
AutoCAD SHX Text Syd
AutoCAD SHX Text Sidewalk, Rem
AutoCAD SHX Text
AutoCAD SHX Text
LSUM
AutoCAD SHX Text Structures, Rem
AutoCAD SHX Text
AutoCAD SHX Text Ea
AutoCAD SHX Text _Parking Bumper, Remove and Relocate
AutoCAD SHX Text
AutoCAD SHX Text Ea
AutoCAD SHX Text _Propane Tank, Rem
AutoCAD SHX Text 0.5
AutoCAD SHX Text
LSUM
AutoCAD SHX Text _Clearing/Tree Rem
AutoCAD SHX Text
AutoCAD SHX Text Cyd
AutoCAD SHX Text Excavation, Earth
AutoCAD SHX Text
AutoCAD SHX Text Ft
AutoCAD SHX Text Erosion Control, Gravel Filter Berm
AutoCAD SHX Text
AutoCAD SHX Text Ft
AutoCAD SHX Text Erosion Control, Silt Fence
AutoCAD SHX Text
AutoCAD SHX Text Syd
AutoCAD SHX Text HMA Surface, Rem http://www.ohm-eng.com AutoCAD SHX Text
SOIL EROSION AND SEDIMENTATION CONTROL ITEMS
AutoCAD SHX Text
(SEE DTMB SESC GUIDEBOOK FOR DETAILS)
AutoCAD SHX Text
KEY NO
AutoCAD SHX Text
NAME
AutoCAD SHX Text
SILT FENCE
AutoCAD SHX Text S51
AutoCAD SHX Text 1" = 20'
AutoCAD SHX Text
CUL-014 CULVERT REMOVAL
AutoCAD SHX Text
CUL-013 CULVERT REMOVAL
AutoCAD SHX Text
CUL-011 CULVERT REMOVAL
AutoCAD SHX Text
CUL-012 CULVERT REMOVAL
AutoCAD SHX Text
CUL-015 CULVERT REMOVAL
AutoCAD SHX Text
PLASTIC PIPE FOR DRAIN REMOVAL, INCLUDED IN BUILDING REMOVAL
AutoCAD SHX Text feet
AutoCAD SHX Text GRAPHIC SCALE: 1 inch =
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
PROTECT EXISTING WALL
AutoCAD SHX Text
REMOVE PROPANE TANK
AutoCAD SHX Text
BUILDING REMOVAL
AutoCAD SHX Text
CONC REMOVAL
AutoCAD SHX Text
EARTH DISTURBANCE
AutoCAD SHX Text S51
AutoCAD SHX Text
REMOVE AND SALVAGE CONCRETE BUMPERS (TYP)
AutoCAD SHX Text
TREE REMOVAL (TYP)
AutoCAD SHX Text
15' 6A STONE BERM, SEE DETAIL SHEET C-502
AutoCAD SHX Text
15' 6A STONE BERM, SEE DETAIL SHEET C-502
AutoCAD SHX Text
EARTH DISTURBANCE
AutoCAD SHX Text
PROTECT EXISTING ASPHALT TO REMAIN
MATCH LINE STA 1+00
PROPOSED CULVERT DATA
CULVERT SIZE/TYPE LENGTH INVERT ELEVATIONS
CUL-016 12" CL A 30.0' 1702.31/1701.0
CUL-017 12" CL A 30.0' 1704.25/1703.42
CUL-018 12" CL A 40.0' 1710.60/1706.00
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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
SUMMIT PEAK PARKING1
DETAILED GRADING2
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
QUANTITIES THIS SHEET (FOR REFERENCE ONLY)
AutoCAD SHX Text
TOTAL
AutoCAD SHX Text
UNIT
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DESCRIPTION
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AutoCAD SHX Text Subbase, CIP
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AutoCAD SHX Text Aggregate Base, 6 inch
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AutoCAD SHX Text Aggregate Surface Cse, 6 inch
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AutoCAD SHX Text Culv End Sect, 12 inch
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AutoCAD SHX Text Culv, Cl A, 12 inch
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AutoCAD SHX Text Video Taping Sewer and Culv Pipe
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HMA, 4EL
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HMA, 5EL
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AutoCAD SHX Text _Sign, Type R7-8
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AutoCAD SHX Text _Sign, Type R7-8b
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AutoCAD SHX Text _Vault Toilet
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AutoCAD SHX Text Pavt Mrkg, Waterborne, 4 inch, White
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AutoCAD SHX Text Riprap, Plain
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AutoCAD SHX Text Slope Restoration, Non-Freeway, Type B http://www.ohm-eng.com AutoCAD SHX Text 1" = 20'
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PROPOSED CUL-016 CULV, CL A, 12 INCH
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PROPOSED CUL-018 CULV, CL A, 12 INCH
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PROPOSED CUL-017 CULV, CL A, 12 INCH
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AutoCAD SHX Text GRAPHIC SCALE: 1 inch =
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ASPH
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GRAV
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CONC
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RIPRAP, PLAIN (TYP)
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TIE INTO EXISTING ASPH
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DNR FURNISHED, CONTRACTOR INSTALLED VAULT TOILETS, SEE DETAILS IN PROJECT MANUAL
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SLOPE RESTORATION, NON-FREEWAY, TYPE B
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PROPOSED ADA PARKING, SEE DETAILED GRADING ON THIS SHEET
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ADA SIGN (R7-8)
AutoCAD SHX Text ADA SIGN (R7-8b) ADA SIGN (R7-8)
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SLOPE RESTORATION, NON-FREEWAY, TYPE B (TYP)
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MATCH LINE STA 1+00
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PARKING BUMPERS (TYP)
AutoCAD SHX Text 1" = 20'
SLOPE RESTORATION, NON-FREEWAY, TYPE B (TYP)
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
CULVERT DATA
CULVERT SIZE/TYPE LENGTH INVERT ELEVATIONS
CUL-010 18" CMP 39.9' 1699.60/1696.42
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CL DITCH
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CL DITCH
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CL DITCH
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T/BANK
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T/BANK
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T/BANK
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HMA, 4EL
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AutoCAD SHX Text feet
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AutoCAD SHX Text
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AutoCAD SHX Text
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ASPH (TYP)
AutoCAD SHX Text
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SHLD, CL III
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HMA SPILLWAY
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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
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AutoCAD SHX Text
HMA-T
AutoCAD SHX Text
6" MDOT 22A AGGREGATE BASE (COMPACTED TO 98%)
AutoCAD SHX Text
EXISTING MATERIAL TO REMAIN (COMPACTED TO 95%)
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HMA-L
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NO SCALE
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AutoCAD SHX Text 10" REINFORCED MDOT GRADE 4500HP CONCRETE WITH 6" X 6" REINFORCING MESH W1.4 X 1.4 WWF
AutoCAD SHX Text
6" MDOT 22A AGGREGATE BASE (COMPACTED TO 95%)
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EXISTING MATERIAL TO REMAIN (COMPACTED TO 95%)
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12" MDOT CL II SUBBASE (COMPACTED TO 95%)
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NO SCALE
AutoCAD SHX Text
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,
AutoCAD SHX Text
HMA, 5EL
AutoCAD SHX Text
165 LBS/SYD
AutoCAD SHX Text
#/SYD
AutoCAD SHX Text
PG 58-34
AutoCAD SHX Text
TOP COURSE, AWI=260 MIN.
AutoCAD SHX Text
HMA, 4EL
AutoCAD SHX Text
165 LBS/SYD
AutoCAD SHX Text
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 AGGREGATE BASE
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EXISTING HMA
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NO SCALE
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EXISTING SUBBASE
AutoCAD SHX Text **ALTERNATE #2, #3, and Managers Drive
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NO SCALE
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1/4" PER FT. SLOPE
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6X6 - W1.4 X W1.4 WOVEN WIRE FABRIC
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COMPACTED SUBGRADE
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45° BEND
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2-#4 BARS CONTINUOUS, EPOXY COATED
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1/4" R (TYP.)
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PROP. PAVEMENT PAVEMENT CROSS-SECTION
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AutoCAD SHX Text 6" REINFORCED MDOT GRADE 4500HP CONCRETE WITH 6" X 6" REINFORCING MESH W1.4 X 1.4 WWF
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6" MDOT 22A AGGREGATE BASE (COMPACTED TO 95%)
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EXISTING MATERIAL TO REMAIN (COMPACTED TO 95%)
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NO SCALE
AutoCAD SHX Text 8" REINFORCED MDOT GRADE 4500HP CONCRETE WITH 6" X 6" REINFORCING MESH W1.4 X 1.4 WWF
AutoCAD SHX Text
6" MDOT 22A AGGREGATE BASE (COMPACTED TO 95%)
AutoCAD SHX Text
EXISTING MATERIAL TO REMAIN (COMPACTED TO 95%)
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12" MDOT CL II SUBBASE (COMPACTED TO 95%)
AutoCAD SHX Text
NO SCALE
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BOTTOM OF PAVEMENT
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EPOXY COATED #4 BAR
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* WHEN OTHER THAN 7" (4" MIN TO 9" MAX) WHEN OTHER THAN 7" (4" MIN TO 9" MAX) FACE EXPOSURE IS SPECIFIED ON PLANS, VARY TOTAL CURB HEIGHT AND BATTER ACCORDINGLY
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GEOGRID
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0.02'/FT.
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CONST.
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HMA-T
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6" MDOT 22A AGGREGATE BASE (COMPACTED TO 98%)
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EXISTING MATERIAL TO REMAIN (COMPACTED TO 95%)
AutoCAD SHX Text
HMA-L
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text
12" MDOT CL II SUBBASE (COMPACTED TO 95%)
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text
HMA-T
AutoCAD SHX Text
6" MDOT 22A AGGREGATE BASE (COMPACTED TO 98%)
AutoCAD SHX Text
EXISTING MATERIAL TO REMAIN (COMPACTED TO 95%)
AutoCAD SHX Text
HMA-L
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NO SCALE
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12" MDOT CL II SUBBASE (COMPACTED TO 95%)
AutoCAD SHX Text
GEOGRID
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