488782-Green Bay Dredging FY21-RTA_DRAWINGS_(5-March-2021).pdf
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- Solicitation number
- W912P621B0003
About this file
This notice solicits bids for a dredging project at Green Bay Harbor in Green Bay, Wisconsin. The U.S. Army Corps of Engineers, Chicago District, will award a contract to dredge up to 200,000 cubic yards of material from the harbor, which will then be placed either near shore in the littoral zone or in a designated beach cell according to project drawings. Bids from HUBZone small businesses are restricted for this acquisition, with a deadline of April 17, 2021 at 3:00pm Central time. The North American Industry Classification System code for this project is 237990, and the small business size standard is $30 million for dredging work. Bidders must register with the System for Award Management in order to comply with annual representations and certifications requirements.
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GREEN BAY, WI
PROJECT LOCATION
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SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
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GREEN BAY, WISCONSIN
CHICAGO DISTRICT
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ALL DRAWINGS IN THIS SET.
INDICATE OFFICIAL RECOMMENDATION OF
REQUIRED BY ER 1110-1-8152. SIGNATURES
THE SCOPE OF THEIR EMPLOYMENT AS
ON THESE PROJECT DOCUMENTS WITHIN
TION DESIGNATIONS OF INDIVIDUALS APPEAR
INITIALS OR SIGNATURES AND REGISTRA-
CHICAGO DISTRICT CORPS OF ENGINEERS. THE
THIS PROJECT WAS DESIGNED BY THE
DRAWINGS CONTAINED IN THE SHEET INDEX.
RECOMMENDATION AND APPROVAL FOR ALL
SIGNATURE AFFIXED BELOW INDICATE OFFICIAL
APPROVED BY:
APPROVAL RECOMMENDED BY:
DATE
JOHN GROBOSKI
DATE DATE
CHIEF, DESIGN SECTION
JOHN GROBOSKI, P.E.
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SHEET INDEX
of Engineers
US Army Corps
(N.T.S)
LOCATION MAP
(N.T.S)
VICINITY MAP
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ATR WAIVER RECIEVED
PROJECT MANAGER
JEFFREY ZUERCHER, P.E.
JEFFREY ZUERCHER
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W912P621CXXXX
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W912P621B0003
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BROWN COUNTY
GREEN BAY DREDGING FY21 PROJECT
M A
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MARCH 2021
CERTIFIED FINAL DOCUMENTS - RTA
CERTIFIED FINAL DOCUMENTS - RTA
ACCESS ROAD DETAILC-5019
ROAD AND SPOT REPAIRSC-1048
FEDERAL CHANNEL - DREDGE AREA CONT.C-1037
FEDERAL CHANNEL - DREDGE AREA C-1026
PLACEMENT AREA - CAT ISLAND DMPFC-1015
KEY MAP - OVERALL SITE PLANC-0014
SURVEY CONTROL & BENCHMARKSV-0013
LEGEND & SYMBOLSG-0022
TITLE, LOCATION AND VICINITY MAPSG-0011
REFERENCENUMBER
TITLE SHEET SHEET
DIRECTION OF CUT
DETAIL IS SHOWN
SHEET WHERE
SECTION IS SHOWN
SHEET WHERE
OF DETAIL
GRID LETTER/NUMBER
SECTION
GRID LETTER/NUMBER OF
GRID LETTER/NUMBER
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LEGEND
STORM MANHOLE
WATER MANHOLE
FENCE
STANDARD ABBREVIATIONS
MONITORING WELL
WATER VALVE VAULT
FIRE HYDRANT
CATCH BASIN
WATER LEVEL
ELECTRIC HANDHOLE
GUY WIRE
WORK POINTWP
WORK LIMITWL
WELL POINTSWLP
VERTICALV
VERIFY IN FIELDVIF
TYPICALTYP.
STEEL SHEET PILESSP
REINFORCED CONCRETE PIPERCP
PIPE SLOPES
OCEAN SURVEYS, INC.OSI
NOT TO SCALENTS
NORTH AMERICAN VERTICAL DATUMNAVD
NATURAL WATER LINENWL
NATIONAL GEODETIC VERTICAL DATUMNGVD
MONITORING WELLMW
MINIMUMMIN
MANHOLEMH
LOCAL CONTROL PANELLCP
ILLINOIS DEPARTMENT OF TRANSPORTATIONIDOT
HORIZONTALH
HIGH WATER ELEVATIONHWL
GRATED MANHOLEG.M.H.
GRATE DRAING.D.
GRADE AT FOUNDATIONGF
FIRE HYDRANTFH
FINISH FLOORFF
EXTRACTION WELLEN
EXPANSION JOINTEJ
ELEVATIONELEV
ELECTRICAL MAN HOLEEMH
ELECTRICAL HAND HOLEEHH
DUCTILE IRON PIPED.I.P.
DIGITAL TERRAIN MODELDTM
DIAMETER AT BREAST HEIGHTDBH
DIAMETERDIA.
CORRUGATED METAL PIPECMP
CORPS OF ENGINEERSCOE
CONTRACTING OFFICER'S REPRESENTATIVECOR
CONSTRUCTION JOINTCJ
CENTERLINECL
CATCH BASINCB
ARMY CORPS OF ENGINEERSACOE
TREE
TELEPHONE LINE
LINE STYLES
SYMBOLS
WATER DOMESTIC MAIN
STORM DRAIN
-10 DESIGN CONTOUR
EXISTING CONTOUR-11
ELECTRICAL MANHOLE UTILITY POLE
CATCH BASIN ROUND
DETAIL INDICATOR
X# SCALE:
DRAWING AREA TITLE
TRIANGULATION POINT
SECTION INICATOR
W.L. AT '( )
ELECTRICAL PRIMARY
ELECTRICAL SECONDARY
DRAWING AREA TITLE INDICATOR
GAS LINE
CONDUITS
GENERAL NOTES
SANITARY FORCE MAIN
WATER MAIN
TELECOMFIBER OPTIC
LIGHT FIXTURE
WATER (PUBLIC MAIN)
EXISTING EASEMENT
CONSTRUCTION WORK LIMITS
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SOUNDINGS, DEPTHS AND ELEVATIONS ARE REFERENCED TO LOW WATER DATUM (LWD) 3.
AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT PARTICULAR TIME.
THE EXISTING INFORMATION DEPICTED ON THESE DRAWINGS REPRESENTS THE RESULTS OF SURVEYS MADE ON THE DATES INDICATED 2.
LOCATE ALL UTILITIES PRIOR TO START OF WORK.1.
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RAMP
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IGLD85
WI CENTRAL NAD83 STATEPLANE COORDINATES
HORIZONTAL & VERTICAL CONTROL POINTS
POINT
EASTING (X)
DESCRIPTION
ELEV. ELEV.
NORTHING (Y)
BRASS DISK586.152,486,726.56264,310.86PN0840
SS ROD586.842,489,634.97263,118.62DQ2567
BRASS DISK596.292,502,072.49259,727.44DL2532
SS ROD 590.37 2,490,062.2 263,418.64BBGW82
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SOUNDING INFORMATION IS AVAILABLE AT THE EHYDRO-POWERED USACE HYDROGRAPHIC.6.
DREDGING SHALL NOT COMMENCE PRIOR TO SPRING 2021 UNLESS DIRECTED OTHERWISE BY COR. 5.
PN0840.
ALL HORIZONTAL AND VERTICAL CONTROL POINTS ARE REFERENCED TO NGS MONUMENTS DL2532 , DQ2567, 4.
FEET.
ALL ELEVATIONS SHOWN ARE REFERENCED TO THE INTERNATIONAL GREAT LAKES DATUM 1985 (IGLD85) U.S 3.
COORDINATES SHOWN ARE IN U.S. SURVEY FEET.
MERCATOR PROJECTION, WISCONSIN CENTRAL ZONE (4802), NORTH AMERICAN DATUM 1983 (NAD83). ALL
GRID COORDINATES ARE BASED ON THE WISCONSIN STATE PLANE COORDINATE SYSTEM, TRANSVERSE 2.
PLANE AT RIMOUSKI, QUEBEC, INTERNATIONAL GREAT LAKES DATUM, IGLD 1985.
TO LOW WATER DATUM (LWD) FOR LAKE MICHIGAN. 0.0 FT. IS EQUAL TO 577.5 FEET ABOVE THE REFERENCE
PROJECT DEPTHS, ELEVATIONS, SOUNDINGS, AND CONTROL POINTS SHOWN ON THE DRAWINGS ARE REFERRED 1.
NOTES:
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CERTIFIED FINAL DOCUMENTS - RTA
CHANNEL WIDTH VARIES
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R "2"
FI R 2.5s
G "1"
FI G 2.5s
ENTRANCE LIGHT
Oc R 4s
G "5"
FI G 6s
R "8"
FI R 2.5s
G "7"
FI G 2.5s
R "10"
FI R 4s
G "9"
FI G 4s
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FI R 4s
G "11"
FI G 4s
R "14"
Q R
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FI G 2.5s
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FI R 4s
R "16A"
FI R 4s
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Q G
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FI G 4s
R "22"
FI R 2.5s
G "21"
FI G 2.5s
R "24"
FI R 4s
G "23"
FI G 4s
FI G 2.5s
"25"
R "28"
FI R 4s
G "27"
FI G 4s
R "30"
FI R 2.5s
CAT ISLAND
FEDERAL CHANNEL
GREEN BAY HARBOR
CITY OF GREEN BAY
GREEN BAY
WEST CELL
CENTER CELL
DEAD HORSE BAY
EAST CELL
EDGEWATER BEACH
C -1
C-
C-
DREDGE AREA
GREEN BAY
(LAKE MICHIGAN)
GREEN BAY
(LAKE MICHIGAN)
NOTES:
1. ALL COORDINATES SHOWN ARE REFERENCED TO THE WISCONSIN STATE PLANE COORDINATE SYSTEM, CENTRAL ZONE, NORTH AMERICAN DATUM OF 1983 (NAD83) U.S. FEET.
2. ALL ELEVATIONS SHOWN ARE REFERENCED TO THE INTERNATIONAL GREAT LAKES DATUM OF 1985 (IGLD85) U.S.
FEET OR LOW WATER DATUM (LWD) AS INDICATED.
3. THE CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING A SAFE AND SECURE TIE UP AREA AS APPROVED BY
THE COR DURING BUT NOT LIMITED TO DOWN TIMES, HOLIDAY, AND ADVERSE WEATHER DAYS.
4. DREDGING ACTIVITIES UNDER THIS CONTRACT MUST BE COMPLETED BY 30 NOVEMBER 2021.
5. NO DREDGING ACTIVITIES SHALL OCCUR WITHIN THE ENVIRONMENTAL WINDOW BETWEEN APRIL 1 THRU
AUGUST 15.
-27.5'
-26.0'
-30.0'
-20.0'
-10.0'
-30.0'
-20.0'
-10.0'
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EXISTING BOTTOM
DREDGING DEPTH
ALLOWABLE
FEDERAL CHANNEL LIMIT FEDERAL CHANNEL LIMIT
DREDGE DEPTH
REQUIRED
1V:2H (TYP.)
SLOPE LINE
ALLOWABLE SIDE
-15.0'
-25.0'
REQUIRED DREDGING
ALLOWABLE DREDGING
LEGEND - TYP DREDGE SECTION
U .S
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SCALE: 1" = 3000' 0 6000'3000'
NORTH
PLAN
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F5
SCALE: NTS
TYPICAL DREDGE SECTION
KEY MAP - GREEN BAY DREDGING
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R N
A T
IO
N A L G
R E
A T L
A K E S D
A T U
M O
F
IG
L D U .S
C E
N T R
A L Z
O N E N
O R T H A
M E
R
IC
A N D
A T U
M O
F N
A D U .S F E E T
A L L C
O O
R D
IN
A T E S S
H O
W N A
R E R
E F E
R E
N C E
D T
O T
H E W
IS
C O
N S
IN
S
T A T E P
L A
N E C
O O
R D
IN
A T E S
Y S T E
M
N O
T E S
(L A
K E M
IC
H
IG
A N
G R E E
N B
A Y
(L A
K E M
IC
H
IG
A N
G R E E
N B
A Y
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
O J E
C T I
D
F
IL
E N
A M
LG 18
LG 17
LG 16
LG 15
LG 14
LG 01
LG 02
LG 03
LG 04
LG 05
LG 06
LG 07
LG 08
LG 09
LG 10
LG 11
LG 12
LG 13
R "24"
FI R 4s
G "23"
FI G 4s
FI G 2.5s
"25"
P R
O J E
C T D
E P T
H .0 F
E E T
P R
O J E
C T D
E P T
H .0 F
E E T
LIMITS
LAKE BED GRANT
L
IN
E V
IL
L E R
D
EXIS
TIN
G
BAYSHORE D
R.
WAVE BARRIERS
LAKE PART ST.
GREEN BAY
(LAKE MICHIGAN)
CAT ISLAND
WEST CELL (WI)
CAT ISLAND
CENTRAL CELL (CI)
CAT ISLAND
EAST CELL (EI)
GABION LIMITS
WIRE MESH
CENTER CELL
GABION LIMITS
WIRE MESH
EAST CELL
DEAD HORSE BAY
ACCESS ROUTE
(OFFLOAD PLATFORM)
MARINE ACCESS
GENERAL NOTES
1. ALL DREDGED MATERIAL SHALL BE PLACED IN THE CAT ISLAND DMPF EAST
CELL UNLESS OTHERWISE DIRECTED BY THE CONTRACTING OFFICER'S
REPRESENTATIVE (COR).
2. THE CONTRACTOR SHALL MAINTAIN THE EXISTING CONDITIONS OF ALL
RAMPS, ROADWAYS, AND EXISTING INFRASTRUCTURE IN THE DMPF AND ANY
OTHER LOCATION THE CONTRACTOR IS PERFORMING ACTIVITIES.
3. THE CONTACTOR SHALL FOLLOW SPECIFICATION SECTION 35 20 23 FOR THE
DREDGED MATERIAL PLACEMENT ELEVATIONS.
4. THE OFFLOAD PLATFORM FOR MARINE ACCESS TO THE DMPF HAS A 500
POUND PER SQUARE FOOT SURCHARGE LOAD LIMIT.
LEGEND
LAKEBED GRANT COORDINATES
SHEET KEY MAP
LAKEBED GRANT (LG)
COORDINATES - NAD83
WISCONSIN STATE PLANE (CENTRAL)
RAMPS TO WATER
LAKEBED GRANT EASEMENT
NORTHING
280,398.21
279,587.96
278,591.39
277,786.20
277,197.03
272,429.53
270,801.63
270,888.34
271,270.94
271,570.19
272,087.92
272,450.00
272,849.79
272,815.33
277,910.41
278,636.67
279,577.05
280,393.43
POINT
LG 01
LG 02
LG 03
LG 04
LG 05
LG 06
LG 07
LG 08
LG 09
LG 10
LG 11
LG 12
LG 13
LG 14
LG 15
LG 16
LG 17
LG 18
EASTING
2,485,489.44
2,485,122.06
2,485,143.11
2,485,450.40
2,484,522.42
2,486,516.22
2,488,103.07
2,490,797.23
2,490,921.49
2,490,489.29
2,489,945.42
2,490,290.08
2,490,280.23
2,488,880.96
2,485,646.05
2,485,337.97
2,485,323.41
2,485,709.77
R "4"
FI R 4s
G "3"
FI G 4s
R "2"
FI R 2.5s
G "1"
FI G 2.5s
ENTRANCE LIGHT
Oc R 4s
G "5"
FI G 6s
R "8"
FI R 2.5s
G "7"
FI G 2.5s
R "10"
FI R 4s
G "9"
FI G 4s
R "12"
FI R 4s
G "11"
FI G 4s
R "14"
Q R
G "15"
FI G 2.5s
R "16"
FI R 4s
R "16A"
FI R 4s
G "15A"
FI G 4s
G "17"
Q G
G "19"
FI G 4s
R "22"
FI R 2.5s
G "21"
FI G 2.5s
R "24"
FI R 4s
G "23"
FI G 4s
FI G 2.5s
"25"
R "28"
FI R 4s
G "27"
FI G 4s
R "30"
FI R 2.5s
C -101
C -1
C -1
D E
A D H
O R S E B
A Y
G R E E
N B
A Y H
A R
B O
R
G R E E
N B
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
8:28:59 AM 3/10/2021
...\Dredging FY21 488782-6J61D0\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\488782-6J61D0_C-101.dgn
PD: AEC_pdf.pltcfg DS: AEC_Screen.dscript
C-101
T
IM
O T
H Y S
M O
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T
IM
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H Y S
M O
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C-101
T
IM
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H Y S
M O
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T
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H Y S
M O
Y A
G R
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N B
A Y
W
IS
C O
N S
IN
C H
IC
A G
O
IL
L
IN
O
IS
S L
A S
A L L E S
T S
U
IT
E
C H
IC
A G
O D
IS
T R
IC
T
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C-101
T
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H Y S
M O
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-6 J
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C -1
.d g n
T
IM
O T
H Y S
M O
Y A
A1
SCALE: 1" = 600' 0 600' 1200'
NORTH
PLAN
TR
U E N
PLACEMENT AREA - CAT ISLAND DMPF
NORTH
PLAN
T R
U E N
P L
A C
E M
E N
T A
R E
A
C A
T I S
L A
N D D
M P
F
A N
S I
D
P L
A C
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E N
T A
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A
C A
T I S
L A
N D D
M P
F
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D
P L
A C
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T A
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A
C A
T I S
L A
N D D
M P
F
R A
N A S
M
IS
H R
A P .E
J O
H N A
G R
O B
O S
K I, P .E
R A
N A S
M
IS
H R
A P .E
J O
H N A
G R
O B
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K I, P
N A S
M
IS
H R
A P .E
J O
H N A
G R
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K I, P .E
W P
C X
X X
X
M A
R C
H
B R
O W
N C
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N T
Y
G R
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N B
A Y D
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D G
IN
G F
Y P
R O J E
C T
W P
B
M A
R C
H
H
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T C -1
M
T C
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T C -1
T C
H L
IN
E
FEDERAL CHANNEL LIMIT
FEDERAL CHANNEL LIMIT
N O D
R E
D G
IN
G A
C T
IV
IT
IE
S S
H A L L O
C C
U R W
IT
H
IN
T
H E F
IS
H W
IN
D O
W B
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W E E
N A
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T
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D R E
D G
IN
G A
C T
IV
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IE
S U
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R T
H
IS
C
O N T R
A C T M
U S T B
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P L E T E
D B
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O V E
M B E
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T H E C
O R D
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IN
G B
U T N
O T L
IM
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E D T
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N T
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ID
A Y A
N D A
D V E
R S E W
E A T H E
R D
A Y S
T H E C
O N T R
A C T O
R I S R
E S P
O N S
IB
L E F
O R E
S T A
B L
IS
H
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G A S
A F E A
N D S
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IE
U
P A
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A A
S A
P P
R O
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F E E T O
R L
O W W
A T E
R D
A T U
M L
W D A S I N
D
IC
A T E
D
A L L E
L E
V A T
IO
N S S
H O
W N A
R E R
E F E
R E
N C E
D T
O T
H E I N T E
R N
A T
IO
N A L G
R E
A T L
A K E S D
A T U
M O
F
IG
L D U .S
C E
N T R
A L Z
O N E N
O R T H A
M E
R
IC
A N D
A T U
M O
F N
A D U .S F E E T
A L L C
O O
R D
IN
A T E S S
H O
W N A
R E R
E F E
R E
N C E
D T
O T
H E W
IS
C O
N S
IN
S
T A T E P
L A
N E C
O O
R D
IN
A T E S
Y S T E
M
N O
T E S
(L A
K E M
IC
H
IG
A N
G R E E
N B
A Y
(L A
K E M
IC
H
IG
A N
G R E E
N B
A Y
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
O J E
C T I
D
F
IL
E N
A M
DP 01
DP 04
ENTRANCE LIGHT
Oc R 4s
G "5"
FI G 6s
490+00485+00480+00 505+00500+00495+00475+00455+00450+00 470+00465+00460+00 510+00 525+00520+00515+00 535+00530+00
SHEET KEY MAP
GENERAL NOTES:
POINT
DP 01
DP 02
DP 03
DP 04
EASTING
2,511,919.23
2,520,977.93
2,521,403.21
2,512,344.74
DREDGE AREA
COORDINATES - NAD83
WISCONSIN STATE PLANE (CENTRAL)
NORTHING
301,382.28
316,040.12
315,777.29
301,119.82
LEGEND
DREDGE AREA
STA. 453+00 TO 625+00
1. AREAS TO BE DREDGED WILL BE SOMEWHERE WITHIN THE HATCHED AREA(S)
SHOWN WITHIN THE FEDERAL CHANNEL. THE SPECIFIC AREAS TO BE DREDGED
WILL BE IDENTIFIED VIA PRE-DREDGE SURVEY PRIOR TO THE START OF
DREDGING ACTIVITIES, THE COR MAY DIRECT THE CONTRACTOR WITH SPECIFIC
LOCATIONS TO DREDGE WITHIN THE HATCHED AREAS.
2. UNLESS OTHERWISE DIRECTED BY COR, THE CONTRACTOR SHALL START
DREDGING AT STATION 453+00 AND ONLY AND PROCEED DOWN THE FEDERAL
CHANNEL (TOWARD STATION 625+00) AS THE ENTIRE REQUIRED DREDGE PRISM
IS DREDGED.
3. UNLESS OTHERWISE NOTED, DREDGE DEPTH IN THE FEDERAL CHANNEL IS -26.0
LWD WITH AN ALLOWABLE OVER DREDGE DEPTH OF 1.5 FEET.
4. STIFF CLAY MAY BE ENCOUNTERED WITHIN THE DREDGE PRISMS, THE
CONTRACTOR IS REQUIRED TO DREDGE ANY STIFF CLAY ENCOUNTERED WITHIN
THE REQUIRED DREDGE PRISM.
5. SOUNDING INFORMATION IS AVAILABLE AT THE EHYDRO-POWERED USACE
HYDROGRAPHIC SURVEY WEBSITE:
https://www.arcgis.com/apps/opsdashboard/index.html#/4b8f2ba307684cf597617bf1b6d2f85d
FI R 4s
G "3"
FI G 4s
R "2"
FI R 2.5s
G "1"
FI G 2.5s
ENTRANCE LIGHT
Oc R 4s
G "5"
FI G 6s
R "8"
FI R 2.5s
G "7"
FI G 2.5s
R "10"
FI R 4s
G "9"
FI G 4s
R "12"
FI R 4s
G "11"
FI G 4s
R "14"
Q R
G "15"
FI G 2.5s
R "16"
FI R 4s
R "16A"
FI R 4s
G "15A"
FI G 4s
G "17"
Q G
G "19"
FI G 4s
R "22"
FI R 2.5s
G "21"
FI G 2.5s
R "24"
FI R 4s
G "23"
FI G 4s
FI G 2.5s
"25"
R "28"
FI R 4s
G "27"
FI G 4s
R "30"
FI R 2.5s
C -101
C -1
C -1
D E
A D H
O R S E B
A Y
G R E E
N B
A Y H
A R
B O
R
G R E E
N B
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
8:30:02 AM 3/10/2021
...\Dredging FY21 488782-6J61D0\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\488782-6J61D0_C-102.dgn
PD: AEC_pdf.pltcfg DS: AEC_Screen.dscript
C-102
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M O
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T
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H Y S
M O
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C-102
T
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T
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S L
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A L L E S
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C H
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T R
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M O
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-6 J
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C -1
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T
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H Y S
M O
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A1
SCALE: 1" = 300' 600'0 300'
NORTH
PLAN
TRUE
N
SITE PLAN - FEDERAL CHANNEL - DREDGE AREA
F E
D E
R A
L C
H A
N N
E L
F E
D E
R A
L C
H A
N N
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F E
D E
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H A
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NORTH
PLAN
T R
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A N
S I
D A
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M
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G F
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C T
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B
M A
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T C -1
T C
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IN
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T C -1
T C
H L
IN
E
FEDERAL CHANNEL LIMIT
FEDERAL CHANNEL LIMIT
N O D
R E
D G
IN
G A
C T
IV
IT
IE
S S
H A L L O
C C
U R W
IT
H
IN
T
H E F
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H W
IN
D O
W B
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W E E
N A
P R
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G A
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A Y A
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G A S
A F E A
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A A
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A T E
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V A T
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N S S
H O
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R E R
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H E I N T E
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N A L G
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A T L
A K E S D
A T U
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L D U .S
C E
N T R
A L Z
O N E N
O R T H A
M E
R
IC
A N D
A T U
M O
F N
A D U .S F E E T
A L L C
O O
R D
IN
A T E S S
H O
W N A
R E R
E F E
R E
N C E
D T
O T
H E W
IS
C O
N S
IN
S
T A T E P
L A
N E C
O O
R D
IN
A T E S
Y S T E
M
N O
T E S
(L A
K E M
IC
H
IG
A N
G R E E
N B
A Y
(L A
K E M
IC
H
IG
A N
G R E E
N B
A Y
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
O J E
C T I
D
F
IL
E N
A M
DP 02
DP 03
R "4"
FI R 4s
G "3"
FI G 4s
R "2"
FI R 2.5s
G "1"
FI G 2.5s
560+00555+00550+00 575+00570+00565+00545+00540+00 625+00620+00615+00610+00590+00585+00580+00 605+00600+00595+00
SHEET KEY MAP
GENERAL NOTES:
POINT
DP 01
DP 02
DP 03
DP 04
EASTING
2,511,919.23
2,520,977.93
2,521,403.21
2,512,344.74
DREDGE AREA
COORDINATES - NAD83
WISCONSIN STATE PLANE (CENTRAL)
NORTHING
301,382.28
316,040.12
315,777.29
301,119.82
LEGEND
DREDGE AREA
STA. 453+00 TO 625+00
1. AREAS TO BE DREDGED WILL BE SOMEWHERE WITHIN THE HATCHED AREA(S)
SHOWN WITHIN THE FEDERAL CHANNEL. THE SPECIFIC AREAS TO BE DREDGED
WILL BE IDENTIFIED VIA PRE-DREDGE SURVEY PRIOR TO THE START OF
DREDGING ACTIVITIES, THE COR MAY DIRECT THE CONTRACTOR WITH SPECIFIC
LOCATIONS TO DREDGE WITHIN THE HATCHED AREAS.
2. UNLESS OTHERWISE DIRECTED BY COR, THE CONTRACTOR SHALL START
DREDGING AT STATION 453+00 AND ONLY AND PROCEED DOWN THE FEDERAL
CHANNEL (TOWARD STATION 625+00) AS THE ENTIRE REQUIRED DREDGE PRISM
IS DREDGED.
3. UNLESS OTHERWISE NOTED, DREDGE DEPTH IN THE FEDERAL CHANNEL IS -26.0
LWD WITH AN ALLOWABLE OVER DREDGE DEPTH OF 1.5 FEET.
4. STIFF CLAY MAY BE ENCOUNTERED WITHIN THE DREDGE PRISMS, THE
CONTRACTOR IS REQUIRED TO DREDGE ANY STIFF CLAY ENCOUNTERED WITHIN
THE REQUIRED DREDGE PRISM.
5. SOUNDING INFORMATION IS AVAILABLE AT THE EHYDRO-POWERED USACE
HYDROGRAPHIC SURVEY WEBSITE:
https://www.arcgis.com/apps/opsdashboard/index.html#/4b8f2ba307684cf597617bf1b6d2f85d
FI R 4s
G "3"
FI G 4s
R "2"
FI R 2.5s
G "1"
FI G 2.5s
ENTRANCE LIGHT
Oc R 4s
G "5"
FI G 6s
R "8"
FI R 2.5s
G "7"
FI G 2.5s
R "10"
FI R 4s
G "9"
FI G 4s
R "12"
FI R 4s
G "11"
FI G 4s
R "14"
Q R
G "15"
FI G 2.5s
R "16"
FI R 4s
R "16A"
FI R 4s
G "15A"
FI G 4s
G "17"
Q G
G "19"
FI G 4s
R "22"
FI R 2.5s
G "21"
FI G 2.5s
R "24"
FI R 4s
G "23"
FI G 4s
FI G 2.5s
"25"
R "28"
FI R 4s
G "27"
FI G 4s
R "30"
FI R 2.5s
C -101
C -1
C -1
D E
A D H
O R S E B
A Y
G R E E
N B
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8:30:37 AM 3/10/2021
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C-103C-103
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SCALE: 1" = 300' 600'0 300'
NORTH
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TRUE
N
SITE PLAN - FEDERAL CHANNEL - DREDGE AREA CONTINUED
W P
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+0
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+0
+0
+0
+0
+0
+0
DEAD HORSE BAY
ACCESS ROAD
SEE NOTE 3
GATE ACCESS
STA 29+75 TO STA 45+25
ROAD REPAIRS
WEST CELL
CAT ISLAND
SOUTH SIDE OF ROAD
STA 1+50 TO STA 10+50
ARMOR STONE REPAIRS
AT STATION 1+48
WORK LIMITS BEGIN
BEGIN WORK LIMITS 48' WIDTH
STATION 10+67
END WORK LIMITS 64' WIDTH
W O
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8:31:15 AM 3/10/2021
...\Dredging FY21 488782-6J61D0\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\488782-6J61D0_C-104.dgn
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C-104
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C-104
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SCALE: 1" = 200' 400'0 200'
NORTH
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GENERAL NOTES
ROAD AND SPOT REPAIRS
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LEGEND
LAKEBED GRANT EASEMENT
WORK LIMITS
CONTRACTOR MUST STAY WITHIN EASEMENT AND WORK LIMIT BOUNDARIES.5.
1+50 AND 10+50.
COR WILL DIRECT IF ARMOR STONE IS TO BE PLACED BETWEEN STATIONS 4.
MAINTAIN CLEARANCE OF NEW ROAD ELEVATION.
CONTRACTOR MUST ADJUST HEIGHT OF THE GATE AS NECESSARY TO 3.
DMPF.
REPAIRS OUTSIDE THE ROAD REPAIR STATIONING ANYWHERE WITHIN THE
COR MAY DIRECT CONTRACTOR TO PERFORM SPECIFIC SPOT ROAD 2.
REPAIR ROAD PER TYPICAL SECTION, SEE SHEET C-501.1.
EXISTING CORE STONE
LAKE BED
EXISTING ARMOR STONE
EXISTING ARMOR STONE
32") TO BE CHINKED INTO
REQ'D ARMOR STONE (16" -
MIN. 12.0'5.0' 5.0'
REQ'D CROSS SECTION TO BE ADDED
EXISTING CROSS SECTION
S O
L
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U .S
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8:32:09 AM 3/10/2021
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C-501C-501
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H
CERTIFIED FINAL DOCUMENTS - RTA
F1
SCALE: NTS
REQ'D TYPICAL ACCESS ROAD - STA 29+75 TO STA 45+25
LAKE SIDE LAND SIDE
EXISTING GRAVEL
REQ'D CORE STONE
REQ'D GRAVEL
ELEV. APPROX. +8.0' LWD
| 001-488782-6J61D0 - Green Bay FY21-488782-6J61D0_G-001 |
| 002-488782-6J61D0 - Green Bay FY21-488782-6J61D0_G-002 |
| 003-488782-6J61D0 - Green Bay FY21-488782-6J61D0_V-001 |
| 004-488782-6J61D0 - Green Bay FY21-488782-6J61D0_C-001 |
| 005-488782-6J61D0 - Green Bay FY21-488782-6J61D0_C-101 |
| 006-488782-6J61D0 - Green Bay FY21-488782-6J61D0_C-102 |
| 007-488782-6J61D0 - Green Bay FY21-488782-6J61D0_C-103 |
| 008-488782-6J61D0 - Green Bay FY21-488782-6J61D0_C-104 |
| 009-488782-6J61D0 - Green Bay FY21-488782-6J61D0_C-501 |
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