Drawings - FY25 Muskegon MD - Plans - CF-RTA.pdf
PDF 3 MB Posted
- Attached to
- Muskegon Harbor Maintenance Dredging
- Solicitation number
- W911XK25BA023
About this file
These are design drawings for the FY25 Maintenance Dredging project at Muskegon Harbor, Michigan, prepared by the U.S. Army Corps of Engineers Detroit District. The documents detail multiple dredging options (Options 1-5) with specific depth requirements ranging from 27 to 30 feet below Low Water Datum (LWD), each with a 1-foot allowable overdepth. The drawings include precise plan views of dredge areas, channel limits, and a nearshore placement area extending 3,500 linear feet along the shoreline and 2,000 feet south of the south breakwater. Key technical specifications include maintaining a submerged pipeline lakeward of the 12-foot depth contour, coordinating material placement with the Contracting Officer's Representative, and following specific placement requirements for dredged material.
The project involves maintenance dredging of the Muskegon Harbor navigation channel, with multiple dredging depth and area options that provide flexibility for the contractor. The solicitation number is W911XK25BA016, with an issue date of 03/24/2025, and covers dredging operations in Muskegon County, Michigan. The drawings include detailed geographical references, coordinate systems based on Lambert Projection, Michigan State Plane Coordinate System, and references to International Great Lakes Datum (IGLD 1985). Additional notes address contractor responsibilities, such as replacing damaged items, verifying authorized crossings, and coordinating buoy replacements within the government-furnished placement area.
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Other files
| File | Type | Posted |
|---|---|---|
| Specifications - FY25 Muskegon MD - CF-RTA - 20250527.pdf | ||
| SOLICITATION MUSKEGON HARBOR MD.pdf |
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FY25 MAINTENANCE DREDGING
MUSKEGON HARBOR
MUSKEGON, MI
MUSKEGON COUNTY
W911XK25BA016
03/24/2025
W911XK
DETROIT DISTRICT
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DREDGE AREA
MUSKEGON HARBOR
PLACEMENT AREA
REQUIRED NEARSHORE
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PROJECT LOCATION
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DRAWING AREA TITLE
GRID SPACE DETAIL IS LOCATED
SHEET ID, DETAIL IS ON
DETAIL CALL OUT
GRID SPACE SECTION IS LOCATED
SHEET ID, SECTION IS ON
SECTION CALL OUT DIRECTION OF SECTION CUT
SHEET ID, ELEVATION IS ON
GRID SPACE ELEVATION IS LOCATED
DIRECTION OF ELEVATION
PLAN NORTH
GRAPHIC SCALETEXT SCALE
TO LOWER LEFT CORNER
AREA TITLE STARTS IN REFERENCE
LOCATION ON THE GRID THE DETAIL
INDICATOR IS FOUND ON THE SHEET
WHERE THE SECTION/DETAIL
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DRAWING AREA TITLE:
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NOTE:
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LEGEND
HORIZONTAL CONTROL POINT
.. SHORELINE
CHANNEL LINE TURNING POINTNO.
DREDGE LIMIT
CHANNEL CENTERLINE
BOTTOMBTM
INVERTINV
CORREGATED PLASTIC PIPECPP
ORDINARY HIGH WATER MARKOHWM
REQUIREDREQ'D
CHANNEL STATIONC.S.
PLACEMENT STATIONPS
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NATIONAL GEODETIC VERTICAL DATUMNGVD
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INCHESIN
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APPROXIMATEAPPROX
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DREDGING OPERATIONS AND PRIOR TO GOVT ACCEPTANCE THE MATERIAL
SIDESLOPE MATERIAL IS REQUIRED TO BE REMOVED IF DURING OR AFTER 7.
DESTROYED BY THEIR OPERATIONS.
SPECIFICALLY INDICATED FOR REMOVAL THAT ARE DAMAGED OR
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SPECIFICATIONS SECTION 01 35 13.10.
VERIFY THE LOCATIONS OF AUTHORIZED CROSSING IN ACCORDANCE WITH 5.
AZIMUTHS ARE REFERENCED TO NORTH.4.
DATUM, U.S. SURVEY FOOT.
PLANE COORDINATE SYSTEM, SOUTH ZONE (2113), 1983 NORTH AMERICAN
GRIDS SHOWN ARE BASED ON LAMBERT PROJECTION, MICHIGAN STATE 3.
LEVEL AT RIMOUSKI, QUEBEC (IGLD 1985).
DATUM (LWD). FOR LAKE MICHIGAN, ELEVATION 577.5 FT ABOVE MEAN WATER
SOUNDINGS, DEPTHS, AND ELEVATIONS ARE REFERENCED TO LOW WATER 2.
MARKED REQUIRED, OPTION 1, OPTION 2, OPTION 3, OPTION 4 AND OPTION 5.
DREDGING UNDER THIS CONTRACT FOR THE CONDITIONS SHOWN IS 1.
GENERAL NOTES
N
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THE DREDGE DEPTH(S) AND LIMIT(S) DIRECTED BY THE CONTRACTING OFFICER.
IF SPECIFIC AREAS AND PERIODS ARE DEFINED IN SPECIFICATION SECTION 35 20 23 TITLED "DREDGING," THIS EXAMPLE CROSS SECTION REPRESENTS2.
THE EXISTING BOTTOM SURFACE SHOWN IS FOR EXAMPLE ONLY AND IS NOT REPRESENTATIVE OF THIS PROJECT'S ACTUAL CONDITIONS.1.
NOTE:
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FOR SPECIFIC REQUIREMENTS, SEE SPECIFICATION SECTION 35 20 23 TITLED 1.
GENERAL SHEET NOTES
LEGEND
SHEET KEY MAP
100' 200'0
N
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N
FLOW
STA -32+00 W
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DOWNSTREAM LIMIT REQUIRED,
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FEET TO 30 FEET BELOW LWD PLUS 1
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Y
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A
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M A
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D E
S C
R
IP
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IO
N D
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SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
R
IP
-R
A P
R
IP
-R
A P
SOUTH LIGHT
NORTH LIGHT
E
,5
,0
N 636,000
E
,5
,0
LAKE MICHIGAN
LAKE MICHIGAN
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
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SHEET ID
®of Engineers
US Army Corps
U .S
A
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T
I n c r e a s e P r o f it
.S u b m it
V E
C P
'S
V a lu e E n g in e e r
N
0 4000'2000'
N
FLOW
STA -32+00 W
ALLOWABLE OVERDEPTH
29 FEET BELOW LWD PLUS 1 FT
OPTION 4 DREDGE AREA TO 27 FEET TO
DOWNSTREAM LIMIT OPTION 3 AND
(2026)
PLUS 1 FT ALLOWABLE OVERDEPTH
FROM 27 FEET TO 29 FEET BELOW LWD
OPTION 3 AND OPTION 4 DREDGE AREA
M A
T C
H L
IN
E
C N
T R
O
IT
M
I
M
IC
H
IG
A
N A
V E
D E
T R
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IT
D
IS
T R
IC
T
0+00-7+00 5+00 10+00-5+00 0+00-7+00 5+00 10+00-5+00
D S
P
D
:4
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P
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/2 /2
H
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N
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CN103
B M
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M
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A R
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C
N .d g n
A1
SCALE: 1"=100'
OPTION 3, OPTION 4 AND OPTION 5 DREDGE AREAS PLAN VIEW
CN101
CN102
CN103
CN104
RR101
2020. SEE NOTE 3.
WATERMAIN INSTALLED IN
LOCATION OF MUSKEGON
50'50'
A
B
C
D
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F
G
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®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
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G
IN
E E
R S
GUARD-2
RIP-RAPFINGER
LITE-2
N 635,000
E
,5
,0
E
,5
,0
N 636,000
E
,5
,0
PARKING
RIP-RAP
POOLP
FP
W
SLOPE
N 637,000
E
,5
,0
N 636,000
E
,5
,0
PARK-2
WALK-1
B E
A C
H S
T R E E T
WALL
W
W
W
W
DOCKS
S U
B M
IT
T
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B Y
C H
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K E
D B
Y
D R
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S I Z
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M A
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SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
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G
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S
A AF
E
Y
Y
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T
I n c r e a s e P r o f it
.S u b m it
V E
C P
'S
V a lu e E n g in e e r
45.6' BELOW PROJECT DEPTH.
MUSKEGON COUNTY PUBLIC WATER MAIN IS LOCATED AT A DEPTH OF 3.
SHOWN.
QUANTITIES ARE CALCULATED TO THE RESPECTAVE REQUIRED DEPTH
ACTUALLY REMOVED FROM WITHIN THE LIMITS SHOWN. THE ESTIMATED
REQUIRED DEPTH INDICATED. PAYMENT WILL BE MADE FOR MATERIAL
DREDGING WITHIN TRANSITION AREA SHOWN SHALL BE TO EITHER 2.
"DREDGING".
N
0 4000'2000'
N
FLOW
OVERDEPTH (2026)
LWD PLUS 1 FT ALLOWABLE
27 FT BELOW
OPTION 5 DREDGE AREA TO
(2026)
PLUS 1 FT ALLOWABLE OVERDEPTH
FROM 27 FEET TO 29 FEET BELOW LWD
OPTION 3 AND OPTION 4 DREDGE AREA
M A
T C
H L
IN
E
C N
M A
T C
H L
IN
E
C N
ALLOWABLE OVERDEPTH
FEET BELOW LWD PLUS 1 FT
AREA FROM 27 FEET TO 29
AND OPTION 4 DREDGE
UPSTREAM LIMIT OPTION 3
ALLOWABLE OVERDEPTH
AREA TO 27 FEET BELOW LWD PLUS 1 FT
DOWNSTREAM LIMIT OPTION 5 DREDGE
SEE NOTE 3
100' TRANSITION
T R
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IT
M
I
M
IC
H
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A
N A
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D E
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D
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36+00
15+00 20+00
25+00
30+00
36+00
15+00 20+00
25+00
30+00
D S
P
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N
CN104
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M
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Z
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C
N .d g n
A1
SCALE: 1"=100'
OPTION 5 DREDGE AREA PLAN VIEW
CN101
CN102
CN103
CN104
RR101
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
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N
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A
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IT
T
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IG
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IC
IT
A
T
IO
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IS
S
U E
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T E
S I Z
E
M A
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S C
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IP
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IO
N D
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SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
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G
IN
E E
R S
PETERSON
RIP-RAP
POOL
WALL
WALL
W
W
MUS-32
E
,6
,0
N 637,000
E
,6
,0
N 638,000
E
,5
,0
WALK-2
MUSKEGON LAKE
SWAN
HILL
JACKPINE
WALK-3
WALK-4
PARKING
PARKING
RIP-RAP
C/S 22+90.2 E
S U
B M
IT
T
E D
B Y
C H
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K E
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Y
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Y
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N D
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®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
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G
IN
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S
A AF
E
Y
Y
T
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S
T R
I C
T
I n c r e a s e P r o f it
.S u b m it
V E
C P
'S
V a lu e E n g in e e r
N
0 4000'2000'
N
FLOW
(2026)
LWD PLUS 1 FT ALLOWABLE OVERDEPTH
OPTION 5 DREDGE AREA TO 27 FT BELOW
M A
T C
H L
IN
E
C N
ALLOWABLE OVERDEPTH
TO 27 FEET BELOW LWD PLUS 1 FT
UPSTREAM LIMIT OPTION 5 DREDGE AREA
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
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US Army Corps
U .S
A
R M
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P S
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G
IN
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S U
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IT
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M E
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RR101
B M
E L
B Y
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N D
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S
M
U H
A R
J
Z
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
S
A AF
E
Y
Y
T
P S
C O
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F E
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R S
D E
T R
O
S
T R
I C
T
I n c r e a s e P r o f it
.S u b m it
V E
C P
'S
V a lu e E n g in e e r
M
U H
A R
R
R .d g n
PLACEMENT AREA.
REPLACEMENT OF BUOYS LOCATED WITHIN THE GOVERNMENT FURNISHED
CONTRACTOR SHALL COORDINATE THE TEMPORARY REMOVAL AND 6.
PLACEMENT AREA.
DEPTH CONTOUR UNTIL REACHING THE GOVERNMENT FURNISHED
SUBMERGED PIPELINE MUST BE MAINTAINED LAKEWARD OF THE 12FT 5.
INDICATED ON THE PLANS.
BREAKWATER STRUCTURE, IT MUST BE PLACED WEST OF THE LINE
SHOULD THE CONTRACTOR REQUEST TO PLACE PIPE OVER THE SOUTH 4.
23, PARAGRAPH "GOVERNMENT FURNISHED PLACEMENT AREAS"
FOR PLACEMENT REQUIREMENTS, REFER TO SPECIFICATION SECTION 35 20 3.
THE PLACEMENT AREA WITH THE COR PRIOR TO PLACEMENT.
CONTRACTOR SHALL COORDINATE THE PLACEMENT OF MATERIAL WITHIN 2.
1985).
ACTUAL LOCATIONS OF THESE CONTOURS. OHWM ELEVATION: 581.5 FT (IGLD
DEPTH CONTOUR SHOWN ARE FOR VISUAL REPRESENTATION ONLY. VERIFY
THE MOST LANDWARD 4FT DEPTH CONTOUR AND THE MOST LANDWARD 12FT 1.
A1
SCALE: 1"=500'
REQUIRED AND OPTION NEARSHORE PLACEMENT AREA PLAN
N
0 4000'2000'
N
0 500' 1000'
SEE NOTE 1
12 FT DEPTH CONTOUR
LANDWARD LIMITS
CONTOUR, SEE NOTE 1
LANDWARD LIMITS 4FT DETPH
MUSKEGON HARBOR
CN101
RR101
CN102
CN103
CN104
SEE NOTE 4
PLACEMENT AREA
REQUIRED NEARSHORE
,5
' A
L O
N G T
H E S
H O
R E L
IN
E
LAKE MICHIGAN
,0 ' S
O U T H O
F S
O U T H B
R E
A K
W A T
R
| H74MUHAR202502_G-001 |
| H74MUHAR202502_G-002 |
| H74MUHAR202502_CN101 |
| H74MUHAR202502_CN102 |
| H74MUHAR202502_CN103 |
| H74MUHAR202502_CN104 |
| H74MUHAR202502_RR101 |
| 2025-03-24T14:55:45-0400 | |
| SMITH.TIMOTHY.CHRISTEN.1367166050 |
| 2025-03-24T15:02:59-0400 | |
| ROSS.PHILLIP.C.1243844238 |
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