FY20MANISTIQUEMD - CERTIFIED FINAL - RTA - PLANS.pdf
PDF 6 MB Posted
- Attached to
- FY20 Maintenance Dredging Manistique Harbor, MI
- Solicitation number
- W911XK20B0013
About this file
This solicitation package outlines requirements for a firm-fixed price construction contract to perform maintenance dredging of Manistique Harbor in Michigan. The scope of work involves mobilizing dredging equipment to the harbor and dredging specified areas and depths using mechanical methods only, with placement of dredged materials at an upland site as shown in the plans. Transfer sites are also provided. The estimated cost of construction is between $1 million and $5 million. This invitation for bid issued under NAICS code 237990 is set aside 100% for small businesses. Interested contractors must register in SAM and review the interested vendors list on beta.sam.gov. The solicitation documents are available electronically only via beta.sam.gov and are attached to the solicitation notice.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Abstract of Bids W911XK20B0013.pdf | ||
| W911XK20B0013 0001 .pdf | ||
| FY20 Manistique MD-Certified Final Specs-04AUG20_.pdf | ||
| W911XK20B0013.pdf |
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Text version
SITE
PLACEMENT
SITE
TRANSFER
DREDGE AREA
MANISTIQUE HARBOR
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...\Projects\AEC_WS-001_ProjectTemplate\AEC_WS-001_ProjectTemplate\CAD_BIM\_Sheets\
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G-001
SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
T R
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M I
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A N A of Engineers
US Army Corps
PHILLIP C. ROSS P.E., CHIEF ENGINEERING & CONSTRUCTION OFFICE
MARIE STRUM P.E., CHIEF ENGINEERING & TECHNICAL SERVICES
T R
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DETROIT DISTRICT
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W911XK20B0013
REQUIRED BY ER 1110-1-8152.
PROJECT DOCUMENTS WITHIN THE SCOPE OF THEIR EMPLOYMENT AS
REGISTRATION DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE
ARMY CORPS OF ENGINEERS. THE INITIALS OR SIGNATURES AND
THE PROJECT WAS DESIGNED BY THE DETROIT DISTRICT OF THE U.S.
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FY20 MAINTENANCE DREDGING
MANISTIQUE HARBOR
MANISTIQUE, MI
SCHOOLCRAFT COUNTY
19 AUG 2020
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ALEXANDER JIMENEZ P.E., CHIEF COST & GENERAL ENGINEERING BRANCH
MARIE STRUM /S/
PHILLIP C. ROSS /S/
Minnesota
Wisconsin
Illinois
Indiana Ohio
Michigan
L ake H uron
La ke E rie
Lake Superior
L a k e M ic h ig a n
VICINITY MAP
N
SCALE: NTS
PROJECT LOCATION
ALEXANDER JIMENEZ /S/
N
SCALE: NTS
PROJECT MAP
CERTIFIED FINAL - READY TO ADVERTISE
NOTES SPECIFIC TO THIS TITLE
SHEET ID THE DETAIL OR SECTION IS BEING CALLED FROM
LOCATION ON THE GRID THE TITLE ITEM IS
TEXT SCALE
TITLE OF DETAIL, PLAN OR SECTION
GRAPHIC SCALE
NORTH ARROW OF TITLE ITEM
PAPER NORTH
TRUE NORTH
S H
O A
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REQ'D DREDGE WIDTH
WIDTH
DREDGE
OPTION
TO BE DREDGED
OPTIONAL MATERIAL
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DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg10:43:37 AM 8/19/2020
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TITLE
X#XX###
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SCALE: 1"=1'
1. TITLE SPECIFIC NOTES
NOTE:
N
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CONTRACTING OFFICER'S REPRESENTATIVECOR
DREDGED MATERIAL DISPOSAL FACILITYDMDF
CONFINED DISPOSAL FACILITYCDF
UNITED STATES COAST GUARDUSCG
CONTRACTING OFFICER REPRESENTATIVECOR
REQUIREDREQ'D
PLACEMENT STATIONPS
ORDINARY LOW WATER MARKOLWM
ORDINARY HIGH WATER MARKOHWM
NOT TO SCALENTS
NATIONAL GEODETIC VERTICAL DATUMNGVD
MISCELLANEOUSMISC
MINIMUMMIN
MATERIALMAT'L
LOW WATER DATUMLWD
INTERNATIONAL GREAT LAKES DATUMIGLD
INCHESIN
GOVERNMENTGOVT
GOVERNMENT FURNISHED PROPERTYGFP
FOOTFT
EXISTINGEXIST
ELEVATIONELEV
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CUBIC YARDCY
CHANNEL STATIONC.S.
CENTERLINEC/L
APPROXIMATEAPPROX
STANDARD ABBREVIATIONS
GENERAL LEGEND
FEDERAL CHANNEL LIMITS
FEDERAL CHANNEL CENTERLINE
HARBOR LIMITS
HORIZONTAL CONTROL POINT
GPS CONTROL POINT
... SHORELINE
CHANNEL LINE TURNING POINTNO.
DREDGE LIMIT
NAVIGATIONAL AID
NAVIGATIONAL AID
C5
THE EXISTING BOTTOM SURFACE SHOWN IS FOR EXAMPLE ONLY AND IS NOT REPRESENTATIVE OF THIS PROJECT'S ACTUAL CONDITIONS.1.
NOTE:
SCALE: NTS
EXAMPLE DREDGE CROSS-SECTION
C H
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SCALE: NTS
IS NOT REPRESENTATIVE OF THIS PROJECT'S ACTUAL CONDITIONS.
THE EXISTING BOTTOM SURFACE SHOWN IS FOR EXAMPLE ONLY AND 1.
NOTE:
ALLOWED BUT NOT REQUIRED
SIDE SLOPE DREDGING IS
TO BE DREDGED
REQ'D MATERIAL
BOTTOM SURFACE
EXAMPLE EXISTING
R E
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CONDITIONS EXISTING AT THAT TIME.
2020 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL
REPRESENTS THE RESULTS OF HYDROGRAPHIC SURVEYS MADE ON 21 MAY
THE BATHYMETRIC INFORMATION DEPICTED ON THESE DRAWINGS 7.
ALL ITEMS SHOWN ARE EXISTING UNLESS INDICATED AS REQUIRED (REQ'D).6.
CONTROLS WILL BE PROVIDED BY THE SOO AREA OFFICE.
UPON REQUEST DETAILED DESCRIPTION OF BENCHMARKS AND HORIZONTAL 5.
AMERICAN DATUM, U.S. SURVEY FOOT.
STATE PLANE COORDINATE SYSTEM SOUTH ZONE (2113) 1983 NORTH
THE GRID SYSTEM SHOWN IS BASED ON LAMBERT PROJECTION, MICHIGAN 4.
SEA LEVEL AT RIMOUSKI, QUEBEC (1.G.L.D. 1985).
WATER DATUM FOR LAKE HURON , ELEVATION 577.5', IGLD-85FT ABOVE MEAN
ALL DEPTHS, CONTOURS, AND ELEVATIONS ARE REFERENCED TO LOW 3.
SHEET RR101
PLACE DREDGED MATERIAL IN THE UPLAND PLACEMENT AREA AS SHOWN IN 2.
MARKED REQUIRED, OPTION 1 & OPTION 2.
DREDGING WORK UNDER THIS CONTRACT FOR THE CONDITIONS SHOWN IS 1.
GENERAL NOTES
Y=427086.188
X=26437949.141
Y=427005.864
X=26437799.306
Y=426864.443
X=26437916.386
Y=426881.123
X=26438034.696
Y=426742.362
X=26438124.868
Y=426811.573
X=26438238.969
Y=426657.235
X=26438306.411 Y=426559.452
X=26438289.110
Y=426487.061
X=26438276.302
CN102
CN101
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FLAG
W.
E. 17
6.
MANISTIQUE RI
VER
RAMP
BOULDER WALKWAY
GATE
PLAYGROUND
DECK
O
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T
16.4
15.6 15.4
15.3 15.1
14.8
14.6
14.5 13.9
13.9
13.8
13.7 13.7
13.8 13.5
13.3
13.1
13.2 13.1
12.9
13.1
12.6
12.7
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12.7
12.5
12.6
12.5
12.6 12.4 12.4
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12.4
12.1 12.1
12.1 12.1
11.9
11.9 11.9
12.0
11.9 12.0
11.9
11.9 11.9
12.0
11.7
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11.8 11.9
11.8 11.7
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11.5 11.6
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9.7 9.79.7
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9.4 9.6
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8.0
8.0 7.8
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8.0
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7.7 7.8
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5.45.2 5.1 5.2
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3.9
3.8
3.5
3.4
3.4
3.5 3.1 2.9
2.7
2.7
11.5
6.8 7.4 8.3
9.1
9.5 9.7 10.5
10.7 11.0 11.3 11.5
11.6
11.7
11.9
12.2 12.5
12.6
5.4 6.2
6.5 6.8 7.0
7.2
7.2
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8.3 10.1
10.7
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11.3 11.4
11.4 11.4
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11.9 11.9
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6.1 6.1 6.5
6.6
6.6
7.0
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7.1 7.1
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7.87.8
7.8
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8.3 8.3 8.5
8.9 9.1
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9.4 9.69.6
9.7 9.79.7
9.8 9.9 9.9 10.0
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6.3
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5.1 5.2 6.0
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2.7
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3.8 4.1
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6.1
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6.5 6.6
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6.86.8 7.0
7.27.5 8.0
8.0
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9.6
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11.5 11.5
11.6
11.8
12.3 12.3
12.4 12.4
12.9 13.7
13.7
13.8
13.9
13.9
14.5 15.1 15.3
15.4 15.6
2.7 5.4
5.8
6.0
6.3
6.4 6.6
6.6
7.1
7.2
7.3
7.3
7.6
7.6
7.7 7.8
8.5
8.8
9.0
9.2
9.2
9.3 9.5
9.59.7
9.7 9.9
9.9
10.1
10.1
10.2
10.4 10.5
10.6
10.6 10.6
10.7
10.7
10.7 10.8
10.8
10.9
10.9
11.2
11.4 11.4
11.5
11.7
11.8
13.1
13.1
13.8 3.9
5.55.7 6.2 7.1
7.7
8.0
8.08.1
8.3
8.4
8.68.9 8.9 9.0
9.1
9.1
9.19.3
9.4
9.6
9.7
10.1
10.1 10.2
10.6 10.8
12.1 12.6 12.7
12.7
2.9 3.5 5.4
7.1 7.7
8.2
8.4
8.4
8.6
8.9
9.0
9.0 9.0
9.5
10.2 11.2
11.2
3.1 4.5
L I
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DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg10:44:19 AM 8/19/2020
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50' 100'0
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REQUIRED AND OPTION 1 DREDGE AREAS PLAN VIEW
SCALE: 1" = 50'
N
2000' 4000'0
DREDGING TO 12 FT BELOW LWD
UPSTREAM LIMIT OF REQUIRED
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REQUIRED DREDGING
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OPTION 1 DREDGING
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DREDGING TO 12 FT BELOW LWD
UPSTREAM LIMIT OF OPTION 1
Y=425731.426
X=26438552.532
Y=425736.321
X=26438637.325
Y=425377.409
X=26438532.216
Y=425363.807
X=26438524.857
Y=425382.841
X=26438489.676
Y=425408.024
X=26438457.821
Y=424941.262
X=26438296.256
Y=424985.899
X=26438229.448 Y=424963.581
X=26438262.852
Y=424629.023
X=26438042.650
Y=424530.096
X=26437910.767
Y=424549.573
X=26437875.056
Y=425733.874
X=26438594.928
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LI
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LI
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P
22.5
22.5
22.4
22.2
22.3
21.8
21.7
21.8
21.5
21.6
21.6
21.4
21.4 21.4
21.0
20.9
20.8
20.6
20.7 20.7
20.6
20.4
20.4
20.5
20.4
20.3
20.3
20.1
20.1
20.2
20.0
20.0
20.0
19.9
19.8
19.8
19.8
19.6 19.7
19.6
19.7
19.6
19.4
19.4
19.4 19.4
19.4
19.2
19.4
19.2
19.1
19.1
19.0
18.7
18.7
18.6
18.4
18.3
18.3
18.2
18.0
18.1
18.0
18.0
18.1
17.8
17.9 17.8
17.6
17.6 17.8 17.8
17.7
17.5
17.5
17.6
17.6 17.6
17.4
17.3
17.3 17.4
17.4
17.1
17.2 17.3
17.1
17.2
16.9
17.0
17.0 16.9
17.0
17.0 17.0
16.8
16.8
16.9 16.8
16.8
16.8
16.8
16.9
16.9
16.9
16.9
16.6
16.6
16.6 16.7
16.7 16.7
16.6
16.6
16.6
16.6
16.7 16.7
16.6
16.7 16.4
16.4
16.4
16.4 16.5
16.4
16.5
16.5 16.5
16.6
16.5 16.5
16.6
16.4
16.4
16.3
16.3
16.3
16.2
16.3 16.3
16.3
16.4 16.2
16.3 16.2
16.1
16.1
16.2
16.1
16.1
16.2 16.2 16.2
16.1
16.1
16.2
16.1 15.9
16.0
16.0
16.0
15.9
16.0
16.0
16.0
15.9
15.9
16.0
16.0
15.9
15.7
15.7
15.8 15.8
15.8
15.9
15.7 15.7
15.7
15.8
15.8 15.9
15.8
15.9
15.5
15.6 15.5
15.6
15.6
15.7 15.7
15.6
15.6
15.5
15.6
15.4 15.4
15.4
15.5
15.4 15.5
15.5
15.5
15.4
15.5
15.4
15.4
15.4
15.2
15.3
15.3
15.3
15.3
15.3
15.1
15.1 15.1 15.1
15.1
15.1
14.9 14.9
15.0
15.0
14.9
14.9
14.8
14.9
14.9
14.8
14.7
14.7
14.7
14.8
14.8
14.7
14.6
14.3
14.4 14.4
14.5 14.1 14.3
14.2
14.3
14.3
14.2
14.3
14.0
14.1
14.1
13.8
13.9
13.9
13.9
13.7
13.7
13.7 13.7
13.8 13.8
13.7
13.7 13.7
13.8
13.6
13.4
13.5 13.6
13.4 13.3
13.4
13.3 13.4
13.4
13.3
13.3
13.3
13.1
13.1
13.2
13.0
13.1
12.9
12.7 12.8
12.8
12.8
12.9
12.8
12.7
12.8
12.7
12.7
12.6
12.4
12.5
12.4
12.4
12.5 12.5
12.4
12.3
12.3
12.3
12.1
12.1
12.1
11.9
12.0 12.0
11.7
11.7
11.8
11.8
11.6
11.6 11.5
11.6
11.4
11.4
11.5
11.2 11.3
11.0 11.1
11.1
11.1
11.1 10.9
10.9
11.0
10.8
10.7
10.8
10.5
10.5
10.6
10.3
10.4
10.3
10.4 10.5
10.3
10.2
10.2
10.3
10.2
10.3
10.0
10.0
10.1 10.1
10.1
10.1
9.8
9.9
9.9
9.9
9.9
9.9
9.9
9.6
9.7
9.7
9.8
9.4
9.5
9.5
9.6
9.6
9.5
9.3
9.3
9.3 9.4
9.3 9.4
9.1
9.1
9.1
9.1
9.2
9.2
9.2
9.1
8.9
9.0
9.0
9.0
9.1
8.8
8.8
8.8
8.8
8.8
8.6
8.6
8.6
8.7
8.6
8.6
8.6
8.6
8.7
8.4
8.4
8.4
8.5
8.58.5
8.4 8.4
8.48.4
8.3
8.3
8.2
8.3
8.3
8.28.3
8.3
8.0
8.1
8.1
8.1
8.2
8.0
8.1
8.2
8.1
8.1
8.2
7.9
8.0
8.0
8.0
8.0
7.9
8.0
8.0
8.0
8.0
8.0
7.7
7.7
7.8
7.7
7.8
7.6
7.6
7.5
7.5
7.5
7.6
7.6
7.7 7.6
7.3
7.4
7.4
7.4 7.4
7.4 7.5
7.5
7.5
7.4
7.3
7.2
7.2
7.2
7.3
7.3
7.1
7.1
7.0
7.1
7.0
7.0
7.1 7.0
7.1
7.1
6.8
6.9
7.0
6.9
6.86.9
6.9
7.0 6.6 6.7
6.8
6.6
6.6 6.7 6.8
6.8
6.8
6.8
6.66.5
6.5
6.66.5
6.5
6.5
6.5
6.6
6.5
6.6
6.4
6.4
6.4
6.3
6.2
6.2
6.2
6.1
6.3 6.2
6.2
6.2
6.2
6.2
6.0
6.0
6.0
6.1
6.0
6.0 5.8
5.8 5.8
5.9
5.6 5.6
5.6
5.6
5.6
5.6
5.7
5.7
5.6 5.65.7
5.4
5.4
5.5
5.5
5.4
5.5
5.5
5.6
5.5
5.6
5.4
5.3
5.3 5.2
5.3
5.1
5.1
5.2
5.1
5.1
5.2
5.1
5.1
4.9 5.0
4.9
4.9
5.0
4.8 4.7
4.7
4.8
4.8
4.8
4.9
4.7
4.7
4.8
4.8
4.5
4.6
4.6
4.6
4.7
4.5
4.5
4.5 4.7
4.7
4.4
4.5
4.4
4.4
4.4
4.4 4.4 4.5
4.5
4.4
4.4
4.54.5 4.4
4.5
4.2
4.2 4.3
4.3 4.3
4.3
4.3
4.3
4.2
4.2 4.3
4.3 4.2
4.3
4.3
4.2
4.0
4.1
4.1
4.1
4.1
4.2
4.0
4.1
3.9
4.0
4.0
4.0
3.9 3.9
3.9
3.9 4.0
4.0
3.7
3.7 3.7
3.8
3.7
3.8
3.8
3.5
3.5
3.5
3.6
3.6 3.6
3.6
3.5
3.5
3.5 3.6
3.3
3.4
3.4
3.4
3.5
3.3
3.4 3.2
3.2
3.2 3.3
3.3
3.3 3.3
3.0
3.0
3.1
3.0
3.1
3.1
3.1
3.1
2.8
2.9
2.9
2.9
2.9
3.0
2.7
2.6
2.7
2.7 2.7
2.8
2.6
2.52.6 2.6
B
Y X
A
5.4 12.9
13.4 14.8 15.1 15.2
16.3
18.0
18.3 19.0
19.4
19.6 20.0 20.4
20.4 20.6
20.9 21.5
13.3 14.3
14.7
15.1 15.1
15.3 15.4
15.4
15.4
15.5 15.5
15.6
16.2
16.3
16.3
16.4 16.6
17.8
17.8
17.9 18.3
19.7
19.8 20.3
20.8
21.4
21.7
21.8 22.5
15.1 15.3
15.3
15.4 15.5
15.5
15.5
15.5
15.6
15.6
15.7 15.7
15.7
15.7
15.8 15.8
15.8
15.9
15.9
16.0
16.0
16.0
16.1
16.1
16.2
16.2
16.4
16.9 17.4 18.1 18.6
18.7
19.2
19.4 20.0
20.1 20.4
21.4
21.6
22.2
22.4
22.5 13.4
13.4 13.7 14.1 14.3
14.7
14.7
14.9 14.9
15.0
15.0
15.4
15.5
15.6
15.7 15.7
15.7
15.8
15.8 15.9
15.9
16.0
16.0
16.0 16.1
16.1
16.2 16.2
16.2 16.3 16.3
16.3
16.4
16.4 16.5
16.8
16.8
16.9
17.1 17.5 18.0 18.4 19.1
19.2
19.4 19.6
19.7
19.8 20.0 20.1
20.3
20.7 20.7
21.4
11.6
12.1
12.4 12.4
12.5
12.7 12.8
13.0 13.1
13.3 13.4
13.4
13.7
13.7 13.7
13.8
13.8
14.0
14.2
14.3
14.4 15.1
15.4
15.6 15.9
15.9
16.0
16.1
16.4
16.4
16.5
16.5 16.5
16.6
16.6
16.6 16.7
16.7 16.7
16.8
16.8
16.8
16.8
16.9
16.9
17.0
17.0
17.2 17.3 17.3
17.5
17.6
18.7 19.4
19.6
19.8
19.9 20.2
20.6
21.8
10.3
10.4 11.0
11.1
11.1 11.2
11.4
11.6 11.9
12.0 12.0 12.3
12.4
12.8
12.8
12.9
13.1
13.1
13.2 13.3
13.3
13.5
13.8
13.9
14.1
14.3
14.7
14.8
14.9
14.9
15.3
15.4
15.8
15.9
16.0
16.1
16.2
16.2
16.5 16.5
16.6 16.6
16.6
16.6
16.6
16.7 16.7
16.9
17.0
17.0 17.0
17.1 17.3
17.4
17.4
17.6
17.6 17.6
17.6 17.8 17.8 18.0
18.2 20.5
21.0 21.6 22.3
9.3
9.4
9.5 9.6
9.8
9.9
9.9
9.9
9.9
10.0
10.0
10.1 10.1
10.2
10.2
10.3
10.3
10.4 10.5
10.7
10.8 10.9
10.9
11.0
11.1
11.3
11.4
11.5
11.5
11.7
11.7
11.8
11.8 12.1
12.3
12.3
12.4
12.5 12.5
12.7
12.7
12.8
13.3
13.6
13.7
13.7 13.7
13.8 13.9
14.2
14.3 14.4
14.5 14.6
14.8 14.8
14.9
14.9
15.1
15.3
15.4
15.5
15.6
15.9
16.1 16.3
16.4
16.4
16.6
16.7
16.9
17.2
17.7 18.1
19.4 19.4
4.2
4.2
4.4
4.5
4.9 5.0
5.15.4
5.6 5.6
6.0
6.4
6.6 6.8
6.9
7.1
7.1
7.3
7.3
7.4
7.6
7.6
7.7
7.7
7.9
8.0
8.0
8.0
8.0
8.1
8.1
8.1
8.2
8.3
8.3
8.4
8.4
8.4
8.6
8.6
8.6
8.7
8.8
8.8
8.8
8.8
8.8
8.9
9.0
9.0
9.1
9.1
9.1
9.1
9.2
9.2
9.2
9.3
9.3 9.4 9.5
9.6
9.7
9.7
9.8
9.9
9.9
10.1
10.1
10.2
10.3
10.3
10.5
10.8
11.1
12.1
12.7
13.6 14.1 16.9
19.1
2.6 2.7
2.8
2.9
2.9
3.0
3.0
3.1
3.2
3.3
3.4
3.4
3.4
3.5 3.5
3.5
3.5
3.6
3.6 3.6
3.7
3.7 3.7
3.8 3.9
4.0
4.0
4.0
4.0
4.1
4.1
4.1
4.1
4.2 4.3
4.3 4.3
4.4
4.4
4.4
4.4
4.5
4.6
4.6
4.6
4.7
4.8
4.9
5.1
5.2
5.6
6.0 6.2
6.4
6.5
6.5
6.6 6.7
6.8
7.0
7.0
7.1
7.4 7.5
7.5 7.8 8.0
8.0
8.1
8.2 8.2
8.3
8.3
8.5
8.58.5 9.6
10.5
10.6
12.6 12.8
13.9
2.52.6 2.6
2.6
2.7
2.7 2.7
2.8
2.9
2.9
3.0
3.0
3.1
3.2
3.2 3.3
3.3
3.3
3.4
3.6
3.7
3.8
3.8
4.3
4.3
4.3
4.4 4.5
4.5
4.54.7
4.7
4.8
4.8
4.8
4.9 5.3
5.3
5.4
5.5
5.5
5.6
6.0
6.2
6.2 6.4
6.6
6.6
6.6 6.7 6.86.9
7.0
7.0
7.1
7.4 7.4
7.5
7.6
7.9
8.0 8.1
8.1
8.2
8.2
9.5
11.6
3.1
3.1 3.3
3.3 3.5
3.5
3.5 3.63.9
4.2
4.2
4.2 4.3
4.3
4.4
4.4
4.54.5
4.5
4.7
4.7
5.1
5.1
5.2
5.2
5.3
5.4
5.5
5.5
5.6
5.6
5.6
5.7
5.7
5.8
6.1 6.1
6.3
6.5
6.5
6.5 6.8 6.86.9
6.9
7.0
7.1
7.2
7.4 7.5
7.5
7.5
7.6
7.7 8.3
8.6
8.6
9.0
9.1
9.3 9.4
3.9
3.9
3.9 4.0
4.0 4.0 4.2
4.3
4.3
4.4
4.5 4.7
4.8
4.8 4.9
6.2
6.2
6.5
6.6
6.8
6.8
7.0
7.2
7.2
7.3
7.3
7.4
7.6
7.7
7.8 8.0
8.0
8.0
8.0
8.3 8.4
8.4
8.48.4
8.6
3.1
4.1
4.5
4.7
5.0
5.1
5.1
5.5
5.6
5.6 5.65.7
5.8 5.8
5.9
6.0
6.0
6.2
6.2
6.2
6.3 6.5
6.67.1 8.6
8.7 9.1
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DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg10:45:45 AM 8/19/2020
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LEVEL GAGE 9087088 MENOMINEE, MI).
AVERAGE DAILY WATER LEVEL AT 582.3-FT (IGLD85) (REF: NOAA WATER
LEVELS HAVE BEEN OBSERVED OVER SSP WALL ON 31-JUL-20 WITH
VARY DEPENDING ON WATER LEVELS AND WEATHER CONDITIONS. WATER
MICHIGAN (IN,IL,MI,WI). DEPTH OF WATER OVER THE TOP OF SSP WALL MAY
ELEVATION FOUND FROM 2012 USACE NCMP TOPOBATHY LIDAR, LAKE
TRANSFER SITE IS 581.5-FT (NAVD88) BASED ON BEST AVAILABLE
APPROXIMATE TOP ELEVATION OF THE SSP WALL AT THE CITY OWNED 2.
PLACEMENT SITE" AND 3.3.6.6 "OWNED TRANSFER SITE.
SEE SPECIFICATIONS SECTION 35 20 23 PARAGRAPHS 3.3.6.5 "UPLAND
FOR DETAILED INFORMATION ABOUT PLACEMENT AND TRANSFER SITES, 1.
GENERAL SHEET NOTES
| FY20MANISTIQUEMD_G-001 |
| FY20MANISTIQUEMD_G-002 |
| FY20MANISTIQUEMD_CN101 |
| FY20MANISTIQUEMD_CN102 |
| FY20MANISTIQUEMD_RR-101 |
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