Attachment_C_-_Drawings-Plans.pdf
PDF 10 MB Posted
- Attached to
- Black River Harbor (BRH) Dock Replacement Federal contract opportunity
- Solicitation number
- AG-569R-S-17-0043
About this file
Attachment C - Drawings/Plans
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Amendment_2_-_AG-569R-S-17-0043.pdf | ||
| Amend_1_-_AG-569R-S-17-0043.pdf | ||
| Attachment_D_-_MDEQ_Permit.pdf | ||
| AG-569R-S-17-0043.docx | DOCX document | |
| Attachment_A_-_Schedule_of_Items.pdf | ||
| Attachment_E_-_Davis_Bacon_Wage_Determination.docx | DOCX document | |
| Attachment_B_-_Specifications.pdf |
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REGIONAL DIRECTOR OF ENGINEERING
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FOREST SUPERVISOR
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DISTRICT RANGER
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REGIONAL DIRECTOR OF RECREATION
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DATE
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NICOLET
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WHITE MOUNTAIN
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GREEN MOUNTAIN
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WAYNE
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MONONGAHELA
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ALLEGHENY
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MANISTEE
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HURON
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HIAWATHA
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OTTAWA
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CHEQUAMEGON
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SUPERIOR
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CHIPPEWA
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HOOSIER
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SHAWNEE
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MARK TWAIN
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MILWAUKEE
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LONG ISLAND
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NEW JERSEY
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VIRGINIA
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NEW
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MARYLAND
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DELAWARE
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RI
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CONNECTICUT
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MASSACHUSETTS
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VERMONT
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MAINE
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NEW YORK
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PENNSYLVANIA
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WEST
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OHIO
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INDIANA
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ILLINOIS
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WISCONSIN
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MINNESOTA
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IOWA
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MISSOURI
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DATE
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DATE
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MI
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SCALE
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J. SNYDER 4-8-87
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RC
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PROJECT LOCATION
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PREPARED UNDER THE SUPERVISION OF
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2940 PARKVIEW DRIVE PETOSKEY, MI 49770 (V)231.348.1180 (F)231.348.1185
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CONSULTING ENGINEERS
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AutoCAD SHX Text THESE PLANS WERE PREPARED FOR THE U.S. DEPARTMENT OF AGRICULTURE, FOREST SERVICE BY
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FOREST ENGINEER
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DESIGNER
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DATE
DATE
NOTES
U.S. DEPARTMENT OF AGRICULTURE
No.
Revision/Issue Date
NOTES
FOREST SERVICE
Design Engineer
& Legend
David S. Boyle, PE
01.27.17100% Submittal, Phase Rev
12.22.16100% Submittal
08.19.1670% Submittal
06.10.1650% Submittal
1:1
12./22/16
N3083.010
J.Wangeman
M.Stoppel N3083.010
G-002
General Notes
BESSEMER RANGER DISTRICT
OTTAWA NATIONAL FOREST
IMPROVEMENTS - PHASE I
BLACK RIVER HARBOR
REGION NINE
AutoCAD SHX Text \\ndgsrv1\LandProjects\Land Projects R2\N3083.010 BLACK RIVER HARBOR\SHEETS\G-002 NOTES & LEGEND.dwg
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1/27/2017 12:37:34 PM
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ROADS, WALKS, PAVED SURFACES
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TOPO LINES
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UTILITY SYMBOLS
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CIVIL SYMBOLS
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12" OIL
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FO
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CATV
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24" CULV
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12" STM
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6" FM
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12" SAN
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EX SANITARY SEWER
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EX SANITARY SEWER FORCEMAIN
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EX STORM SEWER
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EX CULVERT
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EX UNDERGROUND ELECTRIC LINE
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EX TELEPHONE LINE
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EX CATV LINE
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EX FIBEROPTIC LINE
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EX WATER LINE
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EX GAS LINE
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EX OIL LINE
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PROP SANITARY SEWER
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PROP SANITARY SEWER FORCEMAIN
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PROP STORM SEWER
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PROP CULVERT
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PROP WATER
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PROP ELECTRIC LINE
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PROP GAS LINE
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12" SAN
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12" STM
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24" CULV
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6" FM
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EX SIGN
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EX MAILBOX
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SOIL BORING
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BENCHMARK
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HORIZONTAL CONTROL POINT
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FLAG POLE
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MONITOR WELL
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POST & DESC
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CONIFER TREE
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DECIDUOUS TREE
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DRAINAGE DIRECTION
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FINISH GRADE ELEVATION
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EX GROUND ELEVATION
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PROP BARRIER FREE SYMBOL
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GOVERNMENT CORNER
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EX RIPRAP
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FOUND PROPERTY CORNER
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PROP RIPRAP
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EX CONTOUR LINE
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PROP CONTOUR LINE
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PROPERTY LINE
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GOVERNMENT LINE
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ROW LINE
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EX FENCE
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PROP FENCE
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EX TREE LINE
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PROP CLEARING/TREE LINE
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WETLANDS AREA
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EX DRAINAGE COURSE
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EDGE OF WATER
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RAILROAD
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EX GUARDRAIL
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PROP GUARDRAIL
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PROP SLOPE STAKE LINE
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PROP DRAINAGE COURSE
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EX SAN SEWER CLEANOUT
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EX STORM CB
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EX STORM SEWER (DRAINAGE) MH
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EX CULVERT END SECTION
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EX HEADWALL
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EX WATER GATE VALVE
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EX WATER METER
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PROP SAN MH
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PROP STORM CB
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PROP STORM MH
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PROP CULVERT END SECTION
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PROP WATER MH
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PROP WATER VALVE
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PROP WATER METER
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PROP FIRE HYDRANT
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PROP YARD DRAIN
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EX WATER MH
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EX WATER WELL
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EX FIRE HYDRANT
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EX TELEPHONE MH
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EX ELECTRIC MH
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EX GAS VALVE
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EX WATER CURB STOP BOX
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EX UNDERGROUND MARKER
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EX ELECTRIC HAND HOLE
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EX GUY ANCHOR
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EX LIGHT POLE
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EX TELEPHONE PEDESTAL
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CABLE TV PEDESTAL
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EX UTILITY POLE
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EX ELECTRIC TRANSFORMER
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RAILROAD SIGNAL
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& ELECTRICAL LINES
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USED WITH UNDERGROUND GAS
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EX GAS LINE MARKER
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FIBER OPTIC MARKER
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PROP WATER WELL
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USED WITH FIBER OPTIC, TELEPHONE LINES & WATER LINES
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EX SAN MH
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PROP SAN SEWER CLEANOUT
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PROP SEPTIC TANK
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EX SURVEY C
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EX SIDEWALK
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EX PAVEMENT JOINT
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EX AGG EDGE
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EX TRAIL
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EX CURB
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PROP PAVT EDGE
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PROP SHOULDER PAVED
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PROP SIDEWALK
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PROP PAVEMENT JOINT
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PROP AGG EDGE
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PROP TRAIL
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PROP CURB
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EX PAVT EDGE
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PROP CONST C
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EX OVERHEAD ELECTRIC LINE
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PROP WATER RISER
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CO
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MHXX
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UM
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GAS
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FO
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FLAMMABLE MATERIAL
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HAZARDOUS OR
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UNDERGROUND UTILITY
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CAUTION - CRITICAL
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FP
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HMA APPROACH
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UTILITY LINES
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2940 PARKVIEW DRIVE PETOSKEY, MI 49770 (V)231.348.1180 (F)231.348.1185
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CONSULTING ENGINEERS
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REMOVAL SYMBOLS
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REMOVING PAVT, SIDEWALK
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REMOVING
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ABANDON
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SAVE
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BULKHEAD
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RELOCATE-BY OTHERS
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REMOVE-BY OTHERS
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BM#2
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SB#2
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MW
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GAS
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BUILDINGS
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EX BUILDING, DESCRIPTION
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EX BUILDING
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(CONTINUED)
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AutoCAD SHX Text Drawing Title
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1. TOPOGRAPHICAL SURVEY WAS PERFORMED BY TOPOGRAPHICAL SURVEY WAS PERFORMED BY NORTHWEST DESIGN GROUP, LLC, ON NOVEMBER 2, 3, 4, 2015. 2. HORIZONTAL CONTROL IS BASED ON MICHIGAN STATE HORIZONTAL CONTROL IS BASED ON MICHIGAN STATE IS BASED ON MICHIGAN STATE PLANE COORDINATE SYSTEM NORTH ZONE. 3. ELEVATION ARE BASE ON NGS STATION RM0068 A ELEVATION ARE BASE ON NGS STATION RM0068 A 133 ELEVATION 621.74 (NAVD 88). 4. CONTOUR INTERVAL IS TWO FOOT. CONTOUR INTERVAL IS TWO FOOT. 5. THE WORK COVERED BY THESE PLANS INCLUDES THE WORK COVERED BY THESE PLANS INCLUDES REMOVAL AND REPLACING DOCK/BIN WALL, PLACING RIPRAP, DRAINAGE IMPROVEMENTS, FLOATING DOCK AND GANGWAY, ELECTRICAL IMPROVEMENTS, RESTORATION AND OTHER MISCELLANEOUS ITEMS OF WORK. 6. EXCEPT WHERE OTHERWISE INDICATED ON THESE EXCEPT WHERE OTHERWISE INDICATED ON THESE PLANS, OR IN THE CONTRACT DOCUMENTS, ALL MATERIALS AND WORKMANSHIP SHALL BE ACCORDING TO THE CONTRACT AND SPECIFICATIONS. 7. CONTRACTOR SHALL IMMEDIATELY STOP WORK AND CONTRACTOR SHALL IMMEDIATELY STOP WORK AND CONTACT THE CO IF HERITAGE RESOURCES OR HUMAN REMAINS ARE ENCOUNTERED. 8. ALL EQUIPMENT SHALL BE WASHED ACCORDING TO ALL EQUIPMENT SHALL BE WASHED ACCORDING TO THE SPECIFICATIONS PRIOR TO USE ON THIS PROJECT. 9. CONTRACTOR SHALL REMOVE AND SALVAGE TO CONTRACTOR SHALL REMOVE AND SALVAGE TO OWNER OR RESET EXISTING SIGNS AS DIRECTED BY THE CONTRACTING OFFICER AND REPLACE THOSE DAMAGED, AS INCIDENTAL TO OTHER ITEMS OF WORK. 10. CONTRACTOR SHALL PROTECT EXISTING SITE ITEMS CONTRACTOR SHALL PROTECT EXISTING SITE ITEMS NOT SPECIFICALLY DESIGNATED FOR REMOVAL OR CONSTRUCTION. ANY DAMAGED ITEMS SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE. 11. ALL WORK MUST CONFORM TO MDEQ AND USACOE ALL WORK MUST CONFORM TO MDEQ AND USACOE PERMITS. NO WORK WITHIN THE BLACK RIVER OR ITS TRIBUTARIES SHALL BE CONDUCTED BETWEEN OCTOBER 1ST AND JUNE 30TH. 12. ALL WORK MUST CONFORM TO ABA REQUIREMENTS. ALL WORK MUST CONFORM TO ABA REQUIREMENTS. 13. THE CONTRACTOR SHALL PERFORM ALL WORK THE CONTRACTOR SHALL PERFORM ALL WORK BETWEEN THE HOURS OF 6:00 AM AND 6:00 PM MONDAY THROUGH FRIDAY. NO WORK SHALL BE PERFORMED ON FEDERAL HOLIDAYS OR WEEKENDS WITHOUT PRIOR APPROVAL FROM THE CONTRACTING OFFICER. 14. FOR PROTECTION OF UNDERGROUND UTILITIES AND IN FOR PROTECTION OF UNDERGROUND UTILITIES AND IN CONFORMANCE WITH PUBLIC ACT 174 OF 2013, THE CONTRACTOR SHALL DIAL 1-800-482-7171 A MINIMUM OF THREE FULL WORKING DAYS, EXCLUDING SATURDAYS, SUNDAYS, AND HOLIDAYS, PRIOR TO BEGINNING EACH EXCAVATION IN AREAS WHERE PUBLIC UTILITIES HAVE NOT BEEN PREVIOUSLY LOCATED. MEMBERS WILL THUS BE ROUTINELY NOTIFIED. THIS DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF NOTIFYING UTILITY OWNERS WHO MAY NOT BE A PART OF THE "MISS DIG" ALERT SYSTEM. THE CONTRACTOR SHALL THE CONTRACTOR SHALL CONDUCT OPERATIONS IN SUCH A MANNER AS TO ENSURE THAT THOSE UTILITIES NOT REQUIRING RELOCATION WILL NOT BE DISTURBED. 15. THIS PROJECT HAS BEEN PHASED TO MEET OWNER THIS PROJECT HAS BEEN PHASED TO MEET OWNER BUDGET CONSTRAINTS. WORK PERFORMED SHALL ADHERE STRICTLY TO THE PROJECT PHASING AND TO THE DIRECTION OF THE C.O. 16. PHASE I CONSISTS OF BASE BID WORK AND ADDITIVE PHASE I CONSISTS OF BASE BID WORK AND ADDITIVE ALTERNATES. THE CONTRACTOR SHALL PERFORM ALL BASE BID WORK AS NOTED ON THE PLANS. THE OWNER MAY APPROVE ADDITIVE ALTERNATE WORK AS ALLOWABLE BY THE PROJECT BUDGET. NO WORK SHALL BE CONDUCTED IN PHASE II AT ANYTIME. 17. THE WORK COVERED BY PHASE I INCLUDES 175' OF THE WORK COVERED BY PHASE I INCLUDES 175' OF BINWALL CONSTRUCTION, DRAINAGE COURSE IMPROVEMENTS, FLOATING WOOD DOCK, AND ELECTRICAL IMPROVEMENTS. 18. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE A FULLY FUNCTIONAL DOCK WALL SYSTEM WHERE TRANSITIONING FROM PROPOSED BIN WALL TO EXISTING WOOD DOCK WALL, INCLUDING ALL BRACING AND CONNECTIONS TO MAINTAIN STRUCTURAL INTEGRITY.
AutoCAD SHX Text THE EXISTING UTILITIES LISTED BELOW AND SHOWN ON THESE PLANS REPRESENTS THE BEST INFORMATION AVAILABLE. THIS INFORMATION DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO BE SATISFIED AS TO ITS ACCURACY AND THE LOCATION OF THE EXISTING UTILITIES.
AutoCAD SHX Text
XCEL ENERGY 1110 ODANAH RD HURLEY, WI 54534 PHONE: 715-561-9927
AutoCAD SHX Text 19.
AutoCAD SHX Text FOREST SERVICE OTTAWA NATIONAL FOREST E 6248 US-2 IRONWOOD, MI 49938 PHONE: 906-932-1330
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SESC LEGEND
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SELECTIVE GRADING AND SHAPING
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MULCH
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PERMANENT SEEDING
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MULCH BLANKETS
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SILT FENCE
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TURBIDITY CURTAIN
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RIPRAP
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DEWATERING
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ES35
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COFFERDAM
ES38
No.
Revision/Issue Date
NOTES
FOREST SERVICE
Design Engineer
Quantities
David S. Boyle, PE
04.19.17100% Submittal, Phase Rev
12.22.16100% Submittal
08.19.1670% Submittal
06.10.1650% Submittal
1:1
12/22/16
N3083.010
J.Wangeman
M.Stoppel N3083.010
G-003
Phase I
BESSEMER RANGER DISTRICT
OTTAWA NATIONAL FOREST
IMPROVEMENTS - PHASE I
BLACK RIVER HARBOR
REGION NINE
Item No.
Description
Units
Qty
General Work
015000-01
Staging and Site Control
Lsum 1
017300-01 Mobilization Lsum 1
312000-01 Soil and Sedimentation Control Lsum 1
2 Wall Reconstruction
024119-01 Remove Existing Dock Wall and Stone Fill
Lft 245
024119-02 Site Removals
Lft 245
051200-01 Bin Wall
Sft 3150
311000-01 Site Clearing
Lft 245
312000-02 Excavation, Earth
Cyd
312000-03 Excavation, Rock
Cyd
312000-04 Engineered Fill
Cyd
312000-05 River Rock Riprap
Ton
321316-01 Decorative Concrete Walking Surface Sft
329200-01 Slope Restoration
Syd
Item No.
Description
Units
Qty
General Work
015000-01
Staging and Site Control
Lsum 1
017300-01 Mobilization Lsum 1
312000-01 Soil and Sedimentation Control Lsum 1
2 Wall Reconstruction
024119-01 Remove Existing Dock Wall and Stone Fill Lsum 1
024119-02 Site Removals
Lsum 1
051200-01 Bin Wall
Sft 2000
033000-01 Concrete Retaining Walls
Cyd
033000-02 Concrete Headwall
Cyd
033000-03 Concrete Walking Surface Sft 400
311000-01 Site Clearing Lsum 1
312000-02 Excavation, Earth
Cyd
312000-03 Excavation, Rock
Cyd
312000-04 Engineered Fill
Cyd
312000-05 River Rock Riprap
Ton
321316-01 Decorative Concrete Walking Surface Sft
329200-01 Slope Restoration
Syd
Floating Dock and Gangway
355113-01 Floating Wood Dock Lsum 1
355113-02 Gangway Lsum 1
Drainage Course Improvements
024119-01 Site Removals Lsum 1
033000-02 Concrete Headwall
Cyd
311000-01 Site Clearing
Lsum 1
312000-01 Excavation, Earth
Cyd
312000-02 Excavation, Rock
Cyd
312000-03 Engineered Fill
Cyd
312000-04 Boulders, 24" to 36"
Ea 25
312000-05 River Rock Riprap
Ton
334100-01 Elliptical Concrete Pipe (24" x 38")
Ft 140
329200-01 Slope Restoration
Syd
BASE BID
ADDITIVE ALTERNATES
Electrical Improvements
260000 Site Electrical Lsum 1
Electrical Improvements
260000 Site Electrical Lsum 1
129300-01 Site Furnishings - Dock Cleats Each
129300-02 Site Furnishings - Picnic Tables, Half Width Each 3
129300-03 Site Furnishings - Wood Bumpers Sft
129300-04 Site Furnishings - Ladders Each 2
129300-01 Site Furnishings - Dock Cleats Each
129300-02 Site Furnishings - Picnic Tables, Half Width Each 4
129300-03 Site Furnishings - Wood Bumpers Sft
129300-04 Site Furnishings - Ladders Each 3
AutoCAD SHX Text \\ndgsrv1\LandProjects\Land Projects R2\N3083.010 BLACK RIVER HARBOR\SHEETS\G-003 QUANTITIES.dwg
AutoCAD SHX Text
1/27/2017 12:41:15 PM
AutoCAD SHX Text Northwest Design
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2940 PARKVIEW DRIVE PETOSKEY, MI 49770 (V)231.348.1180 (F)231.348.1185
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CONSULTING ENGINEERS
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Revision/Issue Date
NOTES
FOREST SERVICE
Design Engineer
Quantities (N.I.B.)
David S. Boyle, PE
01.27.17100% Submittal, Phase Rev
12.22.16100% Submittal
08.19.1670% Submittal
06.10.1650% Submittal
1:1
12/22/16
N3083.010
J.Wangeman
M.Stoppel N3083.010
G-004
Phase II
BESSEMER RANGER DISTRICT
OTTAWA NATIONAL FOREST
IMPROVEMENTS - PHASE I
BLACK RIVER HARBOR
REGION NINE
PHASE II
General Work
017300-01 Mobilization
Lsum 1
312000-01 Soil and Sedimentation Control
Lsum 1
2 Wall Reconstruction
024119-01 Remove Existing Dock Wall and Stone Fill
Lsum 1
024119-02
Site Removals
Lsum 1
051200-01
Bin Wall Sft 6555
061533-01 Wood Decking
Sft 475
055213-01 Pipe and Tube Railing
Lft 72
311000-01 Site Clearing Lsum 1
312000-02 Excavation, Earth Cyd
312000-03 Excavation, Rock
Cyd
312000-04 Engineered Fill
Cyd
321316-01 Decorative Concrete Walking Surface Sft 9255
329200-01 Slope Restoration
Syd
129300-01
Site Furnishings - Dock Cleats Each
129300-02 Site Furnishings - Picnic Tables, Half Width Each 16
129300-03 Site Furnishings - Wood Bumpers Sft 2905
129300-05 Site Furnishings - Ladders Each 8
Electrical Improvements
Entire Site
Lsum 1
260000
015000-01
Staging and Site Control
Lsum 1
AutoCAD SHX Text \\ndgsrv1\LandProjects\Land Projects R2\N3083.010 BLACK RIVER HARBOR\SHEETS\G-004 QUANTITIES.dwg
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2/1/2017 8:29:22 AM
AutoCAD SHX Text Northwest Design
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2940 PARKVIEW DRIVE PETOSKEY, MI 49770 (V)231.348.1180 (F)231.348.1185
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Revision/Issue Date
NOTES
FOREST SERVICE
Design Engineer
Site Development Plan
David S. Boyle, PE
01.27.17100% Submittal, Phase Rev
12.22.16100% Submittal
08.19.1670% Submittal
06.10.1650% Submittal
1:1
12/22/16
N3083.010
J.Wangeman
M.Stoppel N3083.010
G-101
General
BESSEMER RANGER DISTRICT
OTTAWA NATIONAL FOREST
IMPROVEMENTS - PHASE I
BLACK RIVER HARBOR
REGION NINE
NOTES
AutoCAD SHX Text P
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RIVER EDGE
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EXISTING BOAT LAUNCH
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BLACK RIVER
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EXISTING CONCESSION BUILDING
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EXISTING PAVEMENT
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EXISTING BRIDGE
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AutoCAD SHX Text \\ndgsrv1\LandProjects\Land Projects R2\N3083.010 BLACK RIVER HARBOR\SHEETS\G-101 GEN SITE DEVELOPMENT PLAN.dwg
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GENERAL SITE DEVELOPMENT PLAN
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NORTH
AutoCAD SHX Text 100'
AutoCAD SHX Text 50'
AutoCAD SHX Text
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2/1/2017 8:33:56 AM
AutoCAD SHX Text Northwest Design
AutoCAD SHX Text
2940 PARKVIEW DRIVE PETOSKEY, MI 49770 (V)231.348.1180 (F)231.348.1185
AutoCAD SHX Text
CONSULTING ENGINEERS
AutoCAD SHX Text Group
1. MEASURES SHALL BE TAKEN TO PREVENT DEBRIS MEASURES SHALL BE TAKEN TO PREVENT DEBRIS FROM FALLING INTO THE WATERWAY. IF DEBRIS FALLS INTO THE WATERWAY, IT SHALL BE REMOVED WITHIN 24 HOURS. SINCE DISTURBANCE OF THE WATERWAY BOTTOM MAY BE AS HARMFUL AS THE DEBRIS ITSELF, THE PREVENTIVE MEASURES MUST BE EFFECTIVE. 2. WATER PUMPED FOR DEWATERING SHALL BE WATER PUMPED FOR DEWATERING SHALL BE DISCHARGED INTO A GEOTEXTILE FILTER BAG. BAG SHALL BE REPLACED WITH A CLEAN BAG WHEN EXISTING BAG IS FULL OR PLUGGED. 3. UNPROTECTED SLOPES SHALL BE SEEDED AND UNPROTECTED SLOPES SHALL BE SEEDED AND MULCHED AS SOON AS POSSIBLE. 4. IMMEDIATELY AFTER CONSTRUCTION OF BIN WALLS IS IMMEDIATELY AFTER CONSTRUCTION OF BIN WALLS IS COMPLETED, PROVIDE TURF ESTABLISHMENT AND EROSION CONTROL MAT, TYPE 3.B TO BE PLACED ON THE ADJACENT EMBANKMENT SLOPES. 5. ALL PERMIT REQUIREMENTS SET BY THE MDEQ SHALL ALL PERMIT REQUIREMENTS SET BY THE MDEQ SHALL BE STRICTLY ADHERED TO. MICHIGAN'S "BEST MANAGEMENT PRACTICES" SHALL BE FOLLOWED WHERE RELEVANT TO THIS PROJECT. 6. SALVAGE AVAILABLE TOPSOIL FROM CLEARING LIMITS. SALVAGE AVAILABLE TOPSOIL FROM CLEARING LIMITS. USE SALVAGED TOPSOIL FOR SLOPE RESTORATION. A MISCELLANEOUS QUANTITY OF "FURNISHING & PLACING TOPSOIL, 3 INCH DEPTH" IS PROVIDED FOR USE IF SALVAGED QUANTITY IS INSUFFICIENT. DO NOT FURNISH TOPSOIL UNLESS DIRECTED BY C.O.. NO CHANGE IN CONTRACT UNIT PRICE WILL BE ALLOWED FOR TOPSOIL ITEMS REGARDLESS OF ACTUAL VOLUME USED. 7. CONTRACTOR WILL USE THIS INFORMATION AND MDEQ CONTRACTOR WILL USE THIS INFORMATION AND MDEQ PERMIT TO DEVELOP AN SESC PLAN AND DIVERSION PLAN AND SUBMIT TO C.O. FOR APPROVAL. 8. WATER LEVEL IS SUBJECT TO CHANGE, THE WATER LEVEL IS SUBJECT TO CHANGE, THE CONTRACTOR IS RESPONSIBLE FOR MAKING THE DETERMINATION OF EXPECTED SURFACE AND SUBSURFACE WATER LEVELS. 9. RIPRAP SHALL BE NATURALLY APPEARING ROCK RIPRAP SHALL BE NATURALLY APPEARING ROCK SIMULATING EXISITNG MATERIAL IN THE STREAMBED NEAR THE PROJECT SITE. 10. NEATLY PLACE RIPRAP BY HAND. ADJUST AS NEATLY PLACE RIPRAP BY HAND. ADJUST AS REQUIRED TO MATCH THE EXISTING CONDITIONS. 11. SUBMIT SHOP DRAWINGS FOR THE BIN WALL AND ALL SUBMIT SHOP DRAWINGS FOR THE BIN WALL AND ALL APPURTENANCES (eg. ELECTRICL PEDESTALS, PIPE & TUBE RAIL) TO THE C.O. FOR REVIEW/APPROVAL PRIOR TO FABRICATION. THE DESIGN, FABRICATION AND INSTALLATION OF THIS WORK SHALL BE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS.
Revision/Issue Date
NOTES
FOREST SERVICE
Design Engineer
Demo Plan
David S. Boyle, PE
01.27.17100% Submittal, Phase Rev
12.22.16100% Submittal
08.19.1670% Submittal
06.10.1650% Submittal
1:1
12/22/16
N3083.010
J.Wangeman
M.Stoppel N3083.010
CM-101
Marina Rehab
BESSEMER RANGER DISTRICT
OTTAWA NATIONAL FOREST
IMPROVEMENTS - PHASE I
BLACK RIVER HARBOR
REGION NINE
AutoCAD SHX Text U/G-E
AutoCAD SHX Text U/G-E
AutoCAD SHX Text
REMOVE EX WOOD DOCK WALL
AutoCAD SHX Text
BLACK RIVER
AutoCAD SHX Text
REMOVE AND RELOCATE FEE POST AND SIGN BY OWNER
AutoCAD SHX Text
REMOVE EX WOOD STRUCTURES INCLUDED IN PAY ITEM SITE REMOVALS (TYP)
AutoCAD SHX Text
EX WOOD BENCH TO BE SALVAGED
AutoCAD SHX Text
REMOVE EX WOOD DECKING AND SUPPORTS INCLUDED IN PAY ITEM SITE REMOVALS (TYP)
AutoCAD SHX Text
CONSTRUCTION ALIGNMENT CENTERED ON PROP BIN WALL
AutoCAD SHX Text S51
AutoCAD SHX Text S61
AutoCAD SHX Text E1
AutoCAD SHX Text E6
AutoCAD SHX Text E8
AutoCAD SHX Text E9
AutoCAD SHX Text
EX TIMBER RETAINING WALL TO REMAIN
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text
CM-501
AutoCAD SHX Text A
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PHASE I
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ADDITIVE ALTERNATES
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AutoCAD SHX Text \\ndgsrv1\LandProjects\Land Projects R2\N3083.010 BLACK RIVER HARBOR\SHEETS\CM-101 MARINA DEMO PLAN.dwg
AutoCAD SHX Text
DEMOLITION PLAN
AutoCAD SHX Text
NORTH
AutoCAD SHX Text 40'
AutoCAD SHX Text 20'
AutoCAD SHX Text
AutoCAD SHX Text
1/27/2017 2:09:13 PM
AutoCAD SHX Text Northwest Design
AutoCAD SHX Text
2940 PARKVIEW DRIVE PETOSKEY, MI 49770 (V)231.348.1180 (F)231.348.1185
AutoCAD SHX Text
CONSULTING ENGINEERS
AutoCAD SHX Text Group
1. SALVAGE ROCK FILL EXCAVATED FROM EXISTING WOOD SALVAGE ROCK FILL EXCAVATED FROM EXISTING WOOD CRIB DOCK WALL TO LOCATION AS DIRECTED BY CO. INCLUDED IN PAY ITEM REMOVE EXISTING WOOD DOCK WALL AND STONE FILL. 2. SEE ELECTRICAL PLANS FOR ELECTRICAL DEMOLITION SEE ELECTRICAL PLANS FOR ELECTRICAL DEMOLITION ITEMS
Revision/Issue Date
NOTES
FOREST SERVICE
Design Engineer
Demo Plan
David S. Boyle, PE
01.27.17100% Submittal, Phase Rev
12.22.16100% Submittal
08.19.1670% Submittal
06.10.1650% Submittal
1:1
12/22/16
N3083.010
J.Wangeman
M.Stoppel N3083.010
CM-102
Marina Rehab
BESSEMER RANGER DISTRICT
OTTAWA NATIONAL FOREST
IMPROVEMENTS - PHASE I
BLACK RIVER HARBOR
REGION NINE
AutoCAD SHX Text U/G-E
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BLACK RIVER
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EX CONC RAMP TO REMAIN
AutoCAD SHX Text EX DRAINAGE STRUCTURE OUTLET TO BE REMOVED. COORDINATE WITH DRAINAGE IMPROVEMENTS WORK
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CMP 18
AutoCAD SHX Text
REMOVE EX WOOD DOCK WALL
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REMOVE AND RELOCATE FEE POST AND SIGN BY OWNER
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REMOVE EX WOOD STRUCTURE
AutoCAD SHX Text
REMOVE EX WOOD STRUCTURE
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TREE, REM PAID AS SITE CLEARING (TYP)
AutoCAD SHX Text E1
AutoCAD SHX Text E6
AutoCAD SHX Text E8
AutoCAD SHX Text E9
AutoCAD SHX Text S61
AutoCAD SHX Text S51
AutoCAD SHX Text
REMOVE EX ANCHORAGE INCLUDED IN PAY ITEM SITE REMOVALS (TYP)
AutoCAD SHX Text
CM-501
AutoCAD SHX Text A
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S
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REMOVE EX WOOD RETAINING WALL, INCLUDED IN SITE REMOVALS PAY ITEM
AutoCAD SHX Text
PHASE I
AutoCAD SHX Text
ADDITIVE ALTERNATES
AutoCAD SHX Text
BASE BID
AutoCAD SHX Text
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AutoCAD SHX Text
STA 2+50
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AutoCAD SHX Text \\ndgsrv1\LandProjects\Land Projects R2\N3083.010 BLACK RIVER HARBOR\SHEETS\CM-102 MARINA DEMO PLAN.dwg
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DEMOLITION PLAN
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NORTH
AutoCAD SHX Text 40'
AutoCAD SHX Text 20'
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1/27/2017 2:28:24 PM
AutoCAD SHX Text Northwest Design
AutoCAD SHX Text
2940 PARKVIEW DRIVE PETOSKEY, MI 49770 (V)231.348.1180 (F)231.348.1185
AutoCAD SHX Text
CONSULTING ENGINEERS
AutoCAD SHX Text Group
1. SALVAGE ROCK FILL EXCAVATED FROM EXISTING WOOD SALVAGE ROCK FILL EXCAVATED FROM EXISTING WOOD CRIB DOCK WALL TO LOCATION AS DIRECTED BY CO. INCLUDED IN PAY ITEM REMOVE EXISTING WOOD DOCK WALL AND STONE FILL. 2. SEE ELECTRICAL PLANS FOR ELECTRICAL DEMOLITION SEE ELECTRICAL PLANS FOR ELECTRICAL DEMOLITION ITEMS
Revision/Issue Date
NOTES
FOREST SERVICE
Design Engineer
Demo Plan
David S. Boyle, PE
01.27.17100% Submittal, Phase Rev
12.22.16100% Submittal
08.19.1670% Submittal
06.10.1650% Submittal
1:1
12/22/16
N3083.010
J.Wangeman
M.Stoppel N3083.010
CM-103
Marine Rehab
BESSEMER RANGER DISTRICT
OTTAWA NATIONAL FOREST
IMPROVEMENTS -PHASE I
BLACK RIVER HARBOR
REGION NINE
AutoCAD SHX Text U/G-E
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PROTECT EX CONCESSIONS BUILDING AND CONC PILE FOUNDATIONS
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PROTECT EX GAS HOUSE
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HAZARDOUS OR
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MAINTAIN EX STORM SEWER OUTLET DURING CONSTRUCTION
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REMOVE EX SHOAL (SEE NOTE 3)
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SEE SHEET CM-402 FOR ENLARGED DEMOLITION PLAN
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REMOVE EX WOOD DOCK WALL
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CM-501
AutoCAD SHX Text A
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FF 606.3
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AutoCAD SHX Text \\ndgsrv1\LandProjects\Land Projects R2\N3083.010 BLACK RIVER HARBOR\SHEETS\CM-103 MARINA DEMO PLAN.dwg
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DEMOLITION PLAN
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AutoCAD SHX Text 40'
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1/27/2017 2:47:19 PM
AutoCAD SHX Text Northwest Design
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2940 PARKVIEW DRIVE PETOSKEY, MI 49770 (V)231.348.1180 (F)231.348.1185
AutoCAD SHX Text
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AutoCAD SHX Text Group
1. SALVAGE ROCK FILL EXCAVATED FROM EXISTING WOOD SALVAGE ROCK FILL EXCAVATED FROM EXISTING WOOD CRIB DOCK WALL TO LOCATION AS DIRECTED BY CO. INCLUDED IN PAY ITEM REMOVE EXISTING WOOD DOCK WALL AND STONE FILL. 2. SEE ELECTRICAL PLANS FOR ELECTRICAL DEMOLITION SEE ELECTRICAL PLANS FOR ELECTRICAL DEMOLITION ITEMS 3. REMOVE APPROXIMATELY 40 CYD CONGLOMERATE REMOVE APPROXIMATELY 40 CYD CONGLOMERATE ROCK SHOAL AT STA 5+35 TO MATCH ADJACENT RIVER BED, INCLUDED IN PAY ITEM EXCAVATION, ROCK.
Revision/Issue Date
NOTES
FOREST SERVICE
Design Engineer
Demo Plan
David S. Boyle, PE
01.27.17100% Submittal, Phase Rev
00.00.16100% Submittal
08.19.1670% Submittal
06.10.1650% Submittal
1:1
12/22/16
N3083.010
J.Wangeman
M.Stoppel N3083.010
CM-104
Marina Rehab
BESSEMER RANGER DISTRICT
OTTAWA NATIONAL FOREST
IMPROVEMENTS - PHASE I
BLACK RIVER HARBOR
REGION NINE
AutoCAD SHX Text
NGS BM AI33
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FOUNTAIN
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STM
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PROTECT EX BRIDGE STRUCTURE
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BLACK RIVER
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CONCRETE ICE DIVERSION STRUCTURE TO REMAIN
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REMOVE EX WOOD DOCK WALL
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TREE, REM
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EX WOOD STEPS TO REMAIN
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REMOVE EX WOOD RAILING INCLUDED IN PAY ITEM SITE REMOVALS
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PROTECT EX STEPS
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REMOVE EX ANCHORAGE
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REMOVE EX ANCHORAGE
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EX BOTTOM BEAM ELEV 617.97 (VARIES ACROSS RIVER)
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REMOVE EX WOOD POST
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AutoCAD SHX Text \\ndgsrv1\LandProjects\Land Projects R2\N3083.010 BLACK RIVER HARBOR\SHEETS\CM-104 MARINA DEMO PLAN.dwg
AutoCAD SHX Text
DEMOLITION PLAN
AutoCAD SHX Text
NORTH
AutoCAD SHX Text 40'
AutoCAD SHX Text 20'
AutoCAD SHX Text
AutoCAD SHX Text
1/27/2017 2:57:39 PM
AutoCAD SHX Text Northwest Design
AutoCAD SHX Text
2940 PARKVIEW DRIVE PETOSKEY, MI 49770 (V)231.348.1180 (F)231.348.1185
AutoCAD SHX Text
CONSULTING ENGINEERS
AutoCAD SHX Text Group
1. SALVAGE ROCK FILL EXCAVATED FROM EXISTING WOOD SALVAGE ROCK FILL EXCAVATED FROM EXISTING WOOD CRIB DOCK WALL TO LOCATION AS DIRECTED BY CO. INCLUDED IN PAY ITEM REMOVE EXISTING WOOD DOCK WALL AND STONE FILL. 2. SEE ELECTRICAL PLANS FOR ELECTRICAL DEMOLITION SEE ELECTRICAL PLANS FOR ELECTRICAL DEMOLITION ITEMS
Revision/Issue Date
NOTES
FOREST SERVICE
Design Engineer
Site Plan
David S. Boyle, PE
01.27.17100% Submittal, Phase Rev
12.22.16100% Submittal
08.19.1670% Submittal
06.10.1650% Submittal
1:1
12/22/16
N3083.010
J.Wangeman
M.Stoppel N3083.010
CM-105
Marina Rehab
BESSEMER RANGER DISTRICT
OTTAWA NATIONAL FOREST
IMPROVEMENTS - PHASE I
BLACK RIVER HARBOR
REGION NINE
AutoCAD SHX Text
PROPOSED BIN WALL CONSTRUCTION (TYP)
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PROPOSED BIN WALL
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DECORATIVE CONCRETE WALKING SURFACE
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BLACK RIVER
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SEE SHEET CM-401 FOR ENLARGED SITE PLAN
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STA 0+05
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CM-501
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PHASE I
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ADDITIVE ALTERNATES
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AutoCAD SHX Text \\ndgsrv1\LandProjects\Land Projects R2\N3083.010 BLACK RIVER HARBOR\SHEETS\CM-105 MARINA REHAB PLAN.dwg
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MARINA REHAB SITE PLAN
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NORTH
AutoCAD SHX Text 40'
AutoCAD SHX Text 20'
AutoCAD SHX Text
AutoCAD SHX Text
2/1/2017 8:43:39 AM
AutoCAD SHX Text Northwest Design
AutoCAD SHX Text
2940 PARKVIEW DRIVE PETOSKEY, MI 49770 (V)231.348.1180 (F)231.348.1185
AutoCAD SHX Text
CONSULTING ENGINEERS
AutoCAD SHX Text Group
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LISTING OF CONSTRUCTION POINTS
1. COODINATE ALL WORK WITH ELECTRCAL PLANS. COODINATE ALL WORK WITH ELECTRCAL PLANS. 2. SEAL CONC JOINTS, INCLUDED IN DECORATIVE CONC SEAL CONC JOINTS, INCLUDED IN DECORATIVE CONC WALKING SURFACE PAY ITEM.
Revision/Issue Date
NOTES
FOREST SERVICE
Design Engineer
Site Plan
David S. Boyle, PE
01.27.17100% Submittal, Phase Rev
12.22.16100% Submittal
08.19.1670% Submittal
06.10.1650% Submittal
1:1
12/22/16
N3083.010
J.Wangeman
M.Stoppel N3083.010
CM-106
Marina Rehab
BESSEMER RANGER DISTRICT
OTTAWA NATIONAL FOREST
IMPROVEMENTS - PHASE I
BLACK RIVER HARBOR
REGION NINE
AutoCAD SHX Text
PROPOSED BIN WALL CONSTRUCTION (TYP)
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PROPOSED BIN WALL
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DECORATIVE CONCRETE WALKING SURFACE
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BLACK RIVER
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CM-501
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PHASE I
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ADDITIVE ALTERNATES
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BASE BID
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CONCRETE WALKING SURFACE
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STA 2+50
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AutoCAD SHX Text \\ndgsrv1\LandProjects\Land Projects R2\N3083.010 BLACK RIVER HARBOR\SHEETS\CM-106 MARINA REHAB PLAN.dwg
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SITE PLAN
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NORTH
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1/27/2017 3:54:19 PM
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2940 PARKVIEW DRIVE PETOSKEY, MI 49770 (V)231.348.1180 (F)231.348.1185
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CONSULTING ENGINEERS
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LISTING OF CONSTRUCTION POINTS
1. COODINATE ALL WORK WITH ELECTRCAL PLANS. COODINATE ALL WORK WITH ELECTRCAL PLANS. 2. SEAL CONC JOINTS, INCLUDED IN DECORATIVE CONC SEAL CONC JOINTS, INCLUDED IN DECORATIVE CONC WALKING SURFACE PAY ITEM.
Revision/Issue Date
NOTES
FOREST SERVICE
Design Engineer
Site Plan
David S. Boyle, PE
01.27.17100% Submittal, Phase Rev
12.22.16100% Submittal
08.19.1670% Submittal
06.10.1650% Submittal
1:1
12/22/16
N3083.010
J.Wangeman
M.Stoppel N3083.010
CM-107
Marina Rehab
BESSEMER RANGER DISTRICT
OTTAWA NATIONAL FOREST
IMPROVEMENTS - PHASE I
BLACK RIVER HARBOR
REGION NINE
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MR
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BLACK RIVER
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PROPOSED BIN WALL
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DECORATIVE CONCRETE WALKING SURFACE
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SEE SHEET CM-403 FOR ENLARGED SITE PLAN
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CM-501
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PH I
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AutoCAD SHX Text \\ndgsrv1\LandProjects\Land Projects R2\N3083.010 BLACK RIVER HARBOR\SHEETS\CM-107 MARINA REHAB PLAN.dwg
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MARINA REHAB SITE PLAN
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NORTH
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1/27/2017 4:23:07 PM
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2940 PARKVIEW DRIVE PETOSKEY, MI 49770 (V)231.348.1180 (F)231.348.1185
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CONSULTING ENGINEERS
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LISTING OF CONSTRUCTION POINTS
1. COODINATE ALL WORK WITH ELECTRCAL PLANS. COODINATE ALL WORK WITH ELECTRCAL PLANS. 2. SEAL CONC JOINTS, INCLUDED IN DECORATIVE CONC SEAL CONC JOINTS, INCLUDED IN DECORATIVE CONC WALKING SURFACE PAY ITEM. 3. SEE SHEETS C-101, C-102, C-103, C-501 & C-502 SEE SHEETS C-101, C-102, C-103, C-501 & C-502 FOR DRAINAGE IMPROVEMENTS. SEE SHEET CM-403 FOR ENLARGED SITE PLAN.
Revision/Issue Date
NOTES
FOREST SERVICE
Design Engineer
Site Plan
David S. Boyle, PE
01.27.17100% Submittal, Phase Rev
12.22.16100% Submittal
08.19.1670% Submittal
06.10.1650% Submittal
1:1
12/22/16
N3083.010
J.Wangeman
M.Stoppel N3083.010
CM-108
Marina Rehab
BESSEMER RANGER DISTRICT
OTTAWA NATIONAL FOREST
IMPROVEMENTS - PHASE I
BLACK RIVER HARBOR
REGION NINE
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NGS BM AI33
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FOUNTAIN
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STM
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PLACE PIPE AND TUBE RAIL
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MATCH INTO EX CONCRETE ICE DIVERSION STRUCTURE
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PROTECT BRIDGE DURING CONSTRUCTION ACTIVITIES
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BLACK RIVER
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PROPOSED BIN WALL CONSTRUCTION (TYP)
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PROPOSED BIN WALL
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DECORATIVE CONCRETE WALKING SURFACE
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CONCRETE WALKING SURFACE
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SEE SHEET CM-404 FOR ENLARGED SITE PLAN
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CM-501
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CM-501
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AutoCAD SHX Text \\ndgsrv1\LandProjects\Land Projects R2\N3083.010 BLACK RIVER HARBOR\SHEETS\CM-108 MARINA REHAB PLAN.dwg
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MARINA REHAB SITE PLAN
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NORTH
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1/18/2017 4:08:52 PM
AutoCAD SHX Text Northwest Design
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2940 PARKVIEW DRIVE PETOSKEY, MI 49770 (V)231.348.1180 (F)231.348.1185
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CONSULTING ENGINEERS
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LISTING OF CONSTRUCTION POINTS
1. COODINATE ALL WORK WITH ELECTRCAL PLANS. COODINATE ALL WORK WITH ELECTRCAL PLANS. 2. SEAL CONC JOINTS, INCLUDED IN DECORATIVE CONC SEAL CONC JOINTS, INCLUDED IN DECORATIVE CONC WALKING SURFACE PAY ITEM. 3. FROM STA 11+61 TO STA 11+81 TRANSITION BINWALL FROM STA 11+61 TO STA 11+81 TRANSITION BINWALL FINISH GRADE FROM ELEV 605.00 TO 605.80 TO MATCH EX CONCRETE ICE DEFLECTION STRUCTURE.
Revision/Issue Date
NOTES
FOREST SERVICE
Design Engineer
Profiles
David S. Boyle, PE
01.27.17100% Submittal, Phase Rev
12.22.16100% Submittal
08.19.1670% Submittal
06.10.1650% Submittal
1:1
12/22/16
N3083.010
J.Wangeman
M.Stoppel N3083.010
CM-109
Marina Rehab
BESSEMER RANGER DISTRICT
OTTAWA NATIONAL FOREST
IMPROVEMENTS - PHASE I
BLACK RIVER HARBOR
REGION NINE
AutoCAD SHX Text
TOP OF 4 INCH DECORATIVE CONC WALKING SURFACE, ELEV 605.0 AT 6' LT OF
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EXCAVATION, ROCK LIMITS (FOR 8" BEDDING COURSE) 6' LEFT OF CONST
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ROCK PROFILE 6' LT OF CONST
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BEGIN BIN WALL STA 0+05
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EX ROCK 6' LT OF CONST
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BOTTOM OF EXCAVATION 6' LT OF CONST
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PHASE I
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ADDITIVE ALTERNATES
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BASE BID
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BOTTOM OF BIN WALL AT 6' LEFT OF CONST
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AutoCAD SHX Text \\ndgsrv1\LandProjects\Land Projects R2\N3083.010 BLACK RIVER HARBOR\SHEETS\CM-109 MARINA REHAB PROFILES.dwg
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MARINA REHAB PROFILE
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NORTH
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1/27/2017 4:39:34 PM
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2940 PARKVIEW DRIVE PETOSKEY, MI 49770 (V)231.348.1180 (F)231.348.1185
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CONSULTING ENGINEERS
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1. EXCAVATED ROCK MAY BE SALVAGED AND EXCAVATED ROCK MAY BE SALVAGED AND PROCESSED TO USE FOR BIN WALL FILL, RIPRAP, AND BOULDERS. 2. 0' - 1.5' OF LOW DENSITY SEDIMENT ON TOP OF 0' - 1.5' OF LOW DENSITY SEDIMENT ON TOP OF EXISTING ROCK RIVER BOTTOM.
Revision/Issue Date
NOTES
FOREST SERVICE
Design Engineer
Profiles
David S. Boyle, PE
01.27.17100% Submittal, Phase Rev
12.22.16100% Submittal
08.19.1670% Submittal
06.10.1650% Submittal
1:1
12/22/16
N3083.010
J.Wangeman
M.Stoppel N3083.010
CM-110
Marina Rehab
BESSEMER RANGER DISTRICT
OTTAWA NATIONAL FOREST
IMPROVEMENTS - PHASE I
BLACK RIVER HARBOR
REGION NINE
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TOP OF 4 INCH DECORATIVE CONC WALKING SURFACE, ELEV 605.0 AT 6' LT OF
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ROCK PROFILE 6' LT OF CONST
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EX ROCK 6' LT OF CONST
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BOTTOM OF EXCAVATION 6' LT OF CONST
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END BIN WALL STA 4+17
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BEGIN BIN WALL STA 4+55
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PHASE I
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BASE BID
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EXCAVATION, ROCK LIMITS (FOR 8" BEDDING COURSE) 6' LEFT OF CONST
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BOTTOM OF BIN WALL AT 6' LEFT OF CONST
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AutoCAD SHX Text \\ndgsrv1\LandProjects\Land Projects R2\N3083.010 BLACK RIVER HARBOR\SHEETS\CM-110 MARINA REHAB PROFILES.dwg
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MARINA REHAB PROFILE
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NORTH
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2/1/2017 9:00:36 AM
AutoCAD SHX Text Northwest Design
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2940 PARKVIEW DRIVE PETOSKEY, MI 49770 (V)231.348.1180 (F)231.348.1185
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CONSULTING ENGINEERS
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1. EXCAVATED ROCK MAY BE SALVAGED AND PROCESSED EXCAVATED ROCK MAY BE SALVAGED AND PROCESSED TO USE FOR BIN WAL, RIPRAP AND BOULDERS. 2. 0' -01.5' OF LOW DENSITY SEDIMENT ON TOP OF 0' -01.5' OF LOW DENSITY SEDIMENT ON TOP OF EXISTING ROCK RIVER BOTTOM.
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Revision/Issue Date
NOTES
FOREST SERVICE
Design Engineer
Profiles
David S. Boyle, PE
01.27.17100% Submittal, Phase Rev
12.22.16100% Submittal
08.19.1670% Submittal
06.10.1650% Submittal
1:1
12/22/16
N3083.010
J.Wangeman
M.Stoppel N3083.010
CM-111
Marina Rehab
BESSEMER RANGER DISTRICT
OTTAWA NATIONAL FOREST
IMPROVEMENTS - PHASE I
BLACK RIVER HARBOR
REGION NINE
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TOP OF 4 INCH DECORATIVE CONC WALKING SURFACE, ELEV 605.0 AT 6' LT OF
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ROCK PROFILE 6' LT OF CONST
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EX ROCK 6' LT OF CONST
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BOTTOM OF EXCAVATION 6' LT OF CONST
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PHASE II (N.I.B.)
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EXCAVATION, ROCK LIMITS (FOR 8" BEDDING COURSE) 6' LEFT OF CONST
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BOTTOM OF BIN WALL AT 6' LEFT OF CONST
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AutoCAD SHX Text \\ndgsrv1\LandProjects\Land Projects R2\N3083.010 BLACK RIVER HARBOR\SHEETS\CM-111 MARINA REHAB PROFILES.dwg
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MARINA REHAB PROFILE
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NORTH
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1/27/2017 5:17:21 PM
AutoCAD SHX Text Northwest Design
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2940 PARKVIEW DRIVE PETOSKEY, MI 49770 (V)231.348.1180 (F)231.348.1185
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CONSULTING ENGINEERS
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1. EXCAVATED ROCK MAY BE SALVAGED AND EXCAVATED ROCK MAY BE SALVAGED AND PROCESSED TO USE FOR BIN WALL FILL, RIPRAP, AND BOULDERS. 2. 0' - 1.5' OF LOW DENSITY SEDIMENT ON TOP OF 0' - 1.5' OF LOW DENSITY SEDIMENT ON TOP OF EXISTING ROCK RIVER BOTTOM.
Revision/Issue…
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