A.03.09 Pointe Mouillee CDF Certified Final- Ready to Advertise Plans 01DEC2022.pdf
PDF 4 MB Posted
- Attached to
- Pointe Mouillee CDF Repairs
- Solicitation number
- W911XK23B0001
About this file
This solicitation package outlines requirements for a dredging and material management project at the Pointe Mouillee Confined Disposal Facility. The project will address the backlog of maintenance material through vegetation removal of phragmites and small trees across 120 acres, consolidation of dredge spoils, grading the excavated area to ensure drainage, and relocating some material volumes. The solicitation includes three options for additional excavation depths. The United States Army Corps of Engineers Detroit District is the contracting agency. Responses are due under Solicitation Number W911XK23B0001.
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CONTRACT NO.:
ISSUE DATE:
DETROIT DISTRICT
MONROE COUNTY
MONROE, MI
LAKE ERIE, POINTE MOUILLEE CDF
REPAIRS AND MATERIAL MANAGEMENT
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US Army Corps of Engineers
MICHIGAN
WISCONSIN
INDIANA
OHIO
ILLINOIS
MINNESOTA
ONTARIO
CANADA
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TIMOTHY C. SMITH P.E., CHIEF, DESIGN BRANCH
PHILLIP C. ROSS P.E., CHIEF, ENGINEERING & CONSTRUCTION DIVISION
THE PROJECT WAS DESIGNED BY THE DETROIT DISTRICT OF THE U.S. ARMY CORPS OF
ENGINEERS. THE INITIALS OR SIGNATURES AND REGISTRATION DESIGNATIONS OF INDIVIDUALS
APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE SCOPE OF THEIR EMPLOYMENT AS
REQUIRED BY ER 1110-1-8152.
PROJECT LOCATION
MONROE COUNTY
POINTE MOUILLEE CDF
PROJECT LOCATION
MONROE COUNTY
POINTE MOUILLEE CDF
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01DEC2022
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TITLE
X#
XX###
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NOTE:
1. TITLE SPECIFIC NOTES
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0 1' 2'6"
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GRID SPACE DETAIL IS LOCATED
SHEET ID, DETAIL IS ON
DETAIL CALL OUT
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
TRUE NORTH
GRID SPACE SECTION IS LOCATED
SHEET ID, SECTION IS ON
SECTION CALL OUT
DIRECTION OF SECTION CUT
1. THE PURPOSE OF THIS PROJECT IS TO MOVE EXISTING MATERIAL
IN POINTE MOUILLEE CONFINED DISPOSAL FACILITY (CDF) CELL 3
TO ALLOW OPTIMUM USE OF REMAINING CAPACITY FOR FUTURE
MAINTENANCE DREDGING PROJECTS.
2. GRID COORDINATES ARE BASED ON THE MICHIGAN STATE PLANE
COORDINATE SYSTEM, LAMBERT PROJECTION, MICHIGAN SOUTH
ZONE (2111). NORTH AMERICAN DATUM (NAD83). ALL COORDINATES
SHOWN ARE IN U.S. SURVEY FEET.
3. ELEVATIONS ARE REFERENCED TO NORTH AMERICAN VERTICAL
DATUM OF 1988 (NAVD88).
4. SURVEY DATA IN CELL 2 WAS COLLECTED BY AN EBEE TAC UAS
(UNMANNED AERIAL SYSTEM) EQUIPPED WITH A SODA EX-IK 3
CAMERA SENSOR ON 27OCT2022 BY USACE STAFF. THE SURFACE
GENERATED FOR CELL 2 WAS DERIVED FROM PHOTOGRAMMETRY
WITH PIX4D SOFTWARE TO GENERATE SURVEY DELIVERABLES.
BASED ON EQUIPMENT USED FOR CELL 2 SURVEY, DATA COULD BE
SKEWED BY DOWNED VEGETATION.
5. SURVEY DATA IN CELL 3 WAS COLLECTED CONVENTIONALLY
UTILIZING TRIMBLE R10 & R12 REAL TIME KINEMATIC GNSS (GLOBAL
NAVIGATION SATELLITE SYSTEM) RECEIVERS UTILIZING INTERNET
BASED SATELLITE CORRECTIONS VIA MDOT CORS (MICHIGAN
CONTINUOUSLY OPERATING REFERENCE STATIONS) ON 10NOV2022
BY USACE STAFF.
6. ELEVATIONS AND CONTOURS SHOWN ON THE PLANS REPRESENT
THE RESULTS OF SURVEY TAKEN ON THE DATES GIVEN, AND
INDICATE THE GENERAL EXISTING CONDITIONS AT THAT TIME
ONLY.
7. POINTE MOUILLEE CONFINED DISPOSAL FACILITY (CDF) CONTAINS
DREDGED MATERIAL THAT IS PRIMARILY A MIXTURE OF SOILS
CLASSIFIED ACCORDING TO THE UNIFIED SOIL CLASSIFICATION
SYSTEM AS CLAY, SAND, SILT, AND HIGHLY ORGANIC, BUT ALSO
INCLUDES UNKNOWN AMOUNTS OF COARSE AND FINE GRAVEL,
COBBLE, AND BOULDERS. DEBRIS PICKED UP DURING DREDGING
OPERATIONS ARE ALSO DISPOSED OF IN POINTE MOUILLEE CDF.
THE CDF CELLS ARE HEAVILY VEGETATED BY TREES AND BRUSH
AND COULD HAVE STANDING WATER.
8. BENCHMARKS WILL BE PROVIDED BY DETROIT RESIDENT OFFICE
UPON REQUEST
9. THE DISPOSAL FACILITY CONSISTS OF PERIMETER DIKES, CROSS
DIKES AND CELLS WITHIN THE DIKES. DO NOT USE OR ACCESS THE
NORTH CAUSEWAY, MIDDLE CAUSEWAY OR STATE GAME AREA.
ACCESS POINTE MOUILLEE CONFINED DISPOSAL FACILITY VIA THE
SOUTH CAUSEWAY ONLY. KEEP THE SOUTH CAUSEWAY GATE
LOCKED.
10. THE SOUTH CAUSEWAY HAS AN AMERICAN ASSOCIATION OF STATE
HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO) HS-20 LIVE
LOAD RESTRICTION (EQUIVALENT TO A SURFACE PRESSURE OF 80
PSI STATIC).
11. PERIMETER DIKES IN THEIR EXISTING CONDITION MUST NOT BE
USED AS HAUL ROADS.
12. THE SOUTH CAUSEWAY AND STATE GAME AREA ARE ACTIVE
FISHING AND HUNTING AREAS. THE GOVERNMENT IS NOT
RESPONSIBLE FOR SECURITY OF CONTRACTOR MATERIALS AND
EQUIPMENT STORED ON SITE. REMOVE MATERIALS AND
EQUIPMENT ON OR BEFORE THE CONTRACT COMPLETION DATE.
13. ROBERTS ROAD IS OWNED AND MAINTAINED BY MONROE COUNTY.
IF ROAD CONDITIONS MAKE IT IMPASSABLE, CONTACT THE
MONROE COUNTY ROAD COMMISSION.
14. FY22 DETROIT MAINTENANCE DREDGING CONTRACTOR IS PLACING
MATERIAL IN CELL 1 AND CELL 2.
15. RESTORE ACCESS ROADS, PUBLIC OR PRIVATE PROPERTY, OR
EXISTING IMPROVEMENTS NOT ALTERED UNDER THIS CONTRACT
TO PRE-CONSTRUCTION CONDITIONS.
GENERAL NOTES
LEGEND
GRAVEL DIKE
CHANNEL LINE
CHANNEL CENTERLINE
RIP RAP LINE
SURVEY BENCHMARK
EXISTING MAJOR CONTOUR LINE
EXISTING MINOR CONTOUR LINE
G-001 COVER SHEET H70PEMOD202202- G-001 Cover.dwg
G-002 GENERAL INFORMATION H70PEMOD202202- G-002_INDEX.dwg
V-101 POINTE MOUILLEE CDF OVERALL EXISTING PLAN H70PEMOD202202- V-101-2.dwg
V-102 CELL 3 EXISTING PLAN H70PEMOD202202- V-101-2.dwg
CD100 CELL 3 VEGETATION CLEARING AND SURVEY LIMITS PLAN H70PEMOD202202- CD100.dwg
CG101 CELL 3 EARTHWORK H70PEMOD202202- CG101-501.dwg
CG102 DRAINAGE PLAN H70PEMOD202202- CG101-501.dwg
CG501 DITCH AND CROSS DIKE EXCAVATION DETAILS H70PEMOD202202- CG101-501.dwg
RR101 REAL ESTATE PLAN H70PEMOD202202-RR101.dwg
INDEX
GENERAL
SURVEY/MAPPING
CIVIL
REAL ESTATE
ABBREVEATIONS
C/C CENTER TO CENTER
COR. CONTRACTING OFFICE REPRESENTATIVE
FT. FEET
LWD. LOW WATER DATUM
NTS. NOT TO SCALE
ROE. RIGHT OF ENTRY
SQ. FT. SQUARE FEET
TOPO. TOPOGRAPHY
TYP. TYPICAL
QTY. QUANTITY
USACE UNITED STATES ARMY CORPS OF ENGINEERS
APPROX. APPROXIMATELY
BCY BANK CUBIC YARD
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POINTE MOUILLEE CDF OVERALL EXISTING PLAN
A1
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0 500' 1000'
HISTORIC DOCK STRUCTURES MAY EXIST ABOVE
OR BELOW GROUND NEAR THIS SPOT. CHECK
FOR STRUCTURES AND LEAVE THEM IN PLACE.
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SCALE:1"= 200'
CELL 3 VEGETATION CLEARING AND SURVEY LIMITS PLAN
A1
N
400'0 200'
GENERAL SHEET NOTES
1. CLEAR EXISTING VEGETATION IN CELL 3.
2. UPON COMPLETION OF VEGETATION CLEARING, PERFORM SURVEY IN
CELL 3 TO THE LIMITS SHOWN.
LEGEND
VEGETATION CLEARING: 117 ACRES
SURVEY LIMITS
PHOTOGRAMMETRY NOT COLLECTED
IN THIS AREA
0 N
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N: 183734.86
E: 13440065.20
N: 184756.92
E: 13441451.64
N: 184267.21
E: 13441766.82
N: 184069.30
E: 13442025.12
N: 185984.97
E: 13443947.27
N: 186453.48
E: 13443370.56
N: 184740.09
E: 13441462.49
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SCALE:1"= 200'
CELL 3 EARTHWORK PLAN
A1
N
400'0 200'
GENERAL SHEET NOTES
1. DO NOT BEGIN GENERAL EXCAVATION UNTIL EXISTING CONDITION
SURVEY SUBMITTAL IS APPROVED.
2. UPON COMPLETION OF GENERAL EXCAVATION AND FILL PLACEMENT,
PERFORM SURVEY OF CELL 3 TO LIMITS SHOWN ON CD100.
3. GRADE SIDESLOPES OF GENERAL EXCAVATION AREA TO 2H:1V OR
FLATTER.
4. GRADE FILL AREAS TO DRAIN TOWARDS CENTER OF CELL 3.
5. APPROXIMATE GENERAL EXCAVATION ELEVATIONS AND CUT VOLUMES
ARE AS FOLLOWS:
APPROX ELEV (NAVD88) APPROX VOLUME
BASE: 575.45 FT 210,000 BCY
OPTION 1: 575.10 FT 28,000 BCY
OPTION 2: 574.70 FT 32,000 BCY
OPTION 3: 574.34 FT 29,000 BCY
LEGEND
BASE, OPTION1, OPTION2, AND OPTION 3
GENERAL EXCAVATION AREA: 50 ACRES
FILL AREA: 67 ACRES
EXCAVATION PERIMETER DITCH
SCALE: 1" = 200' HORIZONTAL, 1" = 20' VERTICAL
CELL 3 TYPICAL CROSS SECTION
L1
20' 40'0400'0 200'
HORIZONTAL VERTICAL
REQUIRED EXCAVATION AREA
EXISTING GROUND
LWD
EL. 569.47'
CG101
L1
EXISTING CROSS DIKE
EL. 582.47
APPROXIMATE EXISTING
GRADE
S
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S L O
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TOP OF FILL
EL. 583.47 (TYP.)
CG501
A7
APPROX LOCATION OF DITCH
CONNECTING CELLS 2 AND 3
T
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CG501
F1
DO NOT BURY OR PLACE
FILL MATERIAL AROUND
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SCALE:1"= 200'
DRAINAGE PLAN
A1
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400'0 200'
SCALE: 1" = 10'
TYPICAL PERIMETER DITCH DRAINAGE DETAIL
L6
10' 20'0
CG102
L6
N
PERIMETER DITCH
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CELL 2
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LEGEND
EXISTING GROUND
EXISTING CROSS DIKE AGGREGATE SURFACING
DITCH AND CROSS DIKE EXCAVATION
FILL AREA
RIP RAP
SCALE:1"= 100'
DITCH AND CROSS DIKE EXCAVATION PLAN VIEW
A7
N
100' 200'0
DITCH TO CUT
THROUGH EXISTING
CROSS DIKE
SCALE:1"= 20'
CROSS DIKE EXCAVATION SECTION
F5
2.5
20' 40'0
J5
CG501
CG501
J5
SCALE:1"= 20'
CROSS DIKE EXCAVATION PLAN
J5
20' 40'0
CG501
A7
A1
CD101
21.2'
APPROX BOTTOM OF
EXCAVATION
EL. 575.7'
EXISTING DIKE
EL: 582.47'
LWD 569.47'
END OF DITCH TO TIE INTO
EXISTING DITCH IN CELL 2
APPROX EL. 576.2'
DITCH CENTERLINE
TOE OF SLOPE
TOE OF SLOPE
C
G
A
SCALE:1"= 20'
DITCH EXCAVATION TYPICAL SECTION
A1
20' 40'0
A7
CG501
A
P
P
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X
30.0'
BOTTOM OF DITCH EL.
VARIES SEE DETAIL A11
SLOPE SIDES OF EXCAVATION AT
2H:1V TO MEET EXISTING TERRAIN
START OF DITCH EL: 579.6'.
SLOPE DOWN AT .2% TO END OF DITCH
APPROX TOP OF SLOPE
TO MEET EXISTING TERRAIN
APPROX TOP OF SLOPE TO
MEET EXISTING TERRAIN
EXISTING TERRAIN
EL. VARIES
SCALE:1"= 20'
CROSS DIKE RIP RAP SECTION
F11
APPROX
EL. 578.7'
2.5
EXISTING DIKE
EL. 582.47
20' 40'0
RIP RAP
20.0'
21.2'
55.1'
J11
CG501
LWD 569.47'
SCALE:1"= 20'
CROSS DIKE RIP RAP PLAN
J11
20' 40'0
CG501
CG501
A7
F11
CG501
F5
52.6'
12.0'
12.0'
55.1'
S
L
O
P
E
52.6'
SCALE:1"= 40' HORIZONTAL
TYP. PERIMETER DITCH SECTION
F1
40' 80'0
L1
CG101
SCALE:1"= 4' VERTICAL
0 4' 8'
HORIZONTAL
VERTICAL
T
Y P
7.5' (TYP.)
EXCAVATE BETWEEN EXISTING DIKE
AND FILL AREA TO CREATE PERIMETER
DITCH FOR WATER RUNOFF
EXISTING
DIKE
TOP OF DIKE
EL: 582.47'
APPROX BOTTOM OF
EXCAVATION EL: 575.7'
579'
581'
TOP OF DIKE
EL: 582.47'
581'
579'
577'
579'
581'
577'
579'
581'
APPROX
EL: 578.7'
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LAKE ERIE
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CELL 1
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CELL 3
CELL 4
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GAME AREA
EXISTING WEIR
EXISTING WEIR
N: 186946.66
E: 13443436.26
N: 1 86111.35
E: 1 3444482.4
N: 183535.30
E: 13441911.35
N: 184017.89
E: 13439618.49
N: 183515.65
E: 13439931.72
N: 184379.91
E: 13441133.06
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S U
B M
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US Army Corps of Engineers
U S
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SCALE:1"= 500'
REAL ESTATE PLAN
A1
N
0 500' 1000'
LEGEND
CONTRACTOR WORK AND STORAGE AREA
CONTRACTOR WORK LIMITS
EXISTING OFFLOAD
PLATFORMS OFF LIMITS
AutoCAD SHX Text S
AutoCAD SHX Text A
AutoCAD SHX Text A
AutoCAD SHX Text F
AutoCAD SHX Text E
AutoCAD SHX Text Y
AutoCAD SHX Text Y
AutoCAD SHX Text T
AutoCAD SHX Text P
AutoCAD SHX Text S
AutoCAD SHX Text
CORPS OF ENGINEERS
AutoCAD SHX Text
DETROIT DISTRICT
AutoCAD SHX Text Increase Profit...Submit VECP'S
AutoCAD SHX Text Value Engineering
AutoCAD SHX Text S
AutoCAD SHX Text A
AutoCAD SHX Text A
AutoCAD SHX Text F
AutoCAD SHX Text E
AutoCAD SHX Text Y
AutoCAD SHX Text Y
AutoCAD SHX Text T
AutoCAD SHX Text P
AutoCAD SHX Text S
AutoCAD SHX Text
CORPS OF ENGINEERS
AutoCAD SHX Text
DETROIT DISTRICT
AutoCAD SHX Text Increase Profit...Submit VECP'S
| Sheets and Views |
| H70PEMOD202202- G-001_Cover-ANSI 'D' COVER |
| Sheet 1 |
| H70PEMOD202202- G-002_INDEX-Sheet ANSI 'D' |
| Sheet 1 |
| H70PEMOD202202- V-101-2-V-101 |
| Sheet 1 |
| H70PEMOD202202- V-101-2-V-102 |
| Sheet 1 |
| H70PEMOD202202- CD100-CD100-200 SCALE |
| Sheet 1 |
| H70PEMOD202202- CG101-501-CG101 |
| Sheet 1 |
| H70PEMOD202202- CG101-501-CG102 |
| Sheet 1 |
| H70PEMOD202202- CG101-501-CG501 |
| Sheet 1 |
| H70PEMOD202202- RR101-RR101 |
| Sheet 1 |
| 2022-12-05T17:16:21-0500 | |
| ROSS.PHILLIP.C.1243844238 |
| 2022-12-05T17:32:57-0500 | |
| SMITH.TIMOTHY.CHRISTEN.1367166050 |
File details come from the government source that posted it. Updated .