W912P622B0002_487487_627L8J_Port Washington Breakwater Repair FY22_RTA_Plans_20220217.pdf
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- Solicitation number
- W912P622B0002
About this file
This solicitation notice is for the construction project "Port Washington Harbor Breakwater Repairs, Port Washington, Ozaukee County, Wisconsin" issued by the United States Army Corps of Engineers Engineering District Chicago. Under this project, the selected contractor will repair the existing south breakwater in order to maintain safe passage for vessels entering and exiting the harbor. Repair work will consist of placement of new armor stone and resetting existing armor stone as needed. This is a restricted competition open only to Hubzone small businesses with a size standard of $39.5 million. Bids are due by March 30th, 2022. The estimated cost of construction is between $1,000,000 and $5,000,000. Interested parties must register in the System for Award Management and direct all correspondence to Ms. Ericka Hillard, including the solicitation number W912P622B0002.
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NOVEMBER 2021
CERTIFIED FINAL DOCUMENTS - RTA
CERTIFIED FINAL DOCUMENTS - RTA
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ISSUE DATE:
®of Engineers
US Army Corps
U .S
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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
REVIEWED BY:
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.
MATTHEW LINDEEN
DQC TEAM LEADER
MATTHEW LINDEEEN
CHRISTEL JOHNSON
PROJECT MANAGER
CHRISTEL JOHNSON
of Engineers
US Army Corps
N.T.S.
VICINITY MAP
N.T.S.
LOCATION MAP
SHEET INDEX
BREAKWATER CROSS SECTIONS STA 10+00C-30711
BREAKWATER CROSS SECTIONS STA 9+50 TO STA 9+75C-30610
BREAKWATER CROSS SECTIONS STA 8+75 TO STA 9+25C-3059
BREAKWATER CROSS SECTIONS STA 8+00 TO STA 8+50C-3048
TYPICAL BREAKWATER SECTIONSC-3037
TYPICAL BREAKWATER SECTIONSC-3026
TYPICAL BREAKWATER REPAIR SECTION C-3015
SITE PLANC-1014
SITE ACCESSG-0033
GENERAL NOTES, LEGEND AND SYMBOLSG-0022
COVER SHEETG-0011
REFERENCENUMBER
TITLE SHEET SHEET
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STORM MANHOLE
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FENCE
STANDARD ABBREVIATIONS
MONITORING WELL
WATER VALVE VAULT
FIRE HYDRANT
CATCH BASIN
WATER LEVEL
ELECTRIC HANDHOLE
GUY WIRE
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
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)
RIPRAP GRAVEL PATH
EXISTING EASEMENT
CONSTRUCTION WORK LIMITS
WORK POINTWP
WORK LIMITWL
VERTICALV
VERIFY IN FIELDVIF
TYPICALTYP
STEEL SHEET PILESSP
REINFOCED CONCRETE PIPERCP
PIPE SLOPES
NOT TO SCALENTS
NORTH AMERICAN VERTICAL DATUMNAVD
NATURAL WATER LINENWL
NATIONAL GEODETIC VERTICAL DATUMNGVD
MINIMUMMIN
MANHOLEMH
HORIZONTALH
HIGH WATER ELEVATIONHWL
EXPANSION JOINTEJ
ELEVATIONELEV
ELECTRICAL MAN HOLEEMH
DIGITAL TERRAIN MODELDTM
DIAMETERDIA
CORPS OF ENGINEERSCOE
CONTRACTING OFFICER'S REPRESENTATIVECOR
CONSTRUCTION JOINTCJ
CENTERLINECL
ARMY CORPS OF ENGINEERSACOE
CONDITIONS AT THE COMPLETION OF WORK.
9. ALL STAGING, STORAGE AND TEMPORARY EASEMENT AREAS SHALL BE RESTORED TO PRE-CONSTRUCTION GRADE AND
BE REPLACED IN KIND AT NO COST TO THE GOVERNMENT.
FACILITY WHICH IS REMOVED TO ACCOMMODATE CONSTRUCTION ACTIVITY OR DAMAGED DURING CONSTRUCTION ACTIVITY SHALL
SHALL BE REPLACED TO THE SATISFACTION OF THE OWNER AND AT NO COST TO THE GOVERNMENT. ANY PAVEMENT, UTILITY, OR OTHER
8. EXISTING STRUCTURES, SIGNAGE, AND OTHER FACILITIES TO REMAIN SHALL BE PROTECTED FROM DAMAGE AND IF DAMAGED, WITH ALL APPLICABLE LOCAL, STATE AND FEDERAL LAWS AT NO ADDITIONAL COST TO THE GOVERNMENT.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF EXCAVATED MATERIALS AND CONSTRUCTION DEBRIS OFF-SITE IN STRICT ACCORDANCE
DURING CONSTRUCTION.
6. THE CONTRACTOR SHALL NOTIFY THE GOVERNMENT OF ANY SUBSURFACE UTILITY OR OTHER PIPE NOT SHOWN ON THE DRAWINGS THAT IS ENCOUNTERED
REPLACEMENT COSTS OF UTILITIES DAMAGED DURING CONSTRUCTION WHETHER ABOVE OR BELOW GRADE AT NO ADDITIONAL COST TO THE GOVERNMENT.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPORT AND PROTECTION OF EXISTING UTILITIES AND STRUCTURES, AS WELL AS REPAIR AND/OR
4. HORIZONTAL DATUM AND DISTANCES ARE REFERENCED TO WISCONSIN STATE PLANE, NAD83, WISCONSIN SOUTH CENTRAL ZONE, U.S. SURVEY FEET.
3. ELEVATIONS ARE REFERENCED TO INTERNATIONAL GREAT LAKES DATUM OF 1985 (IGLD85).
CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CONTRACTING OFFICER’S AUTHORIZED REPRESENTATIVE OF ANY SIGNIFICANT DISCREPANCIES.
2. PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, LOCATIONS AND ELEVATIONS.
PERMITS SHALL BE OBTAINED AS REQUIRED PRIOR TO COMMENCING WITH CONSTRUCTION.
1. FOLLOW ALL GOVERNING REGULATIONS AND OBTAIN ALL NECESSARY PERMITS IN ACCORDANCE WITH SPECIFICATIONS.
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LIGHT
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LAKE MICHIGAN
5 3
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LEGEND
GENERAL NOTES
T R
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MEAN WATER LEVEL AT FATHER POINT QUEBEC.
LAKES DATUM 1985 (IGLD), LOW WATER DATUM ZERO IS 577.5 FEET ABOVE
SOUNDING DEPTHS AND CONTOURS ARE REFERENCED TO THE GREAT 3.
VERTICAL DATUM OF 1988 (NAVD88) U.S. FEET. (GEOID 12b).
CONTROL ELEVATIONS SHOWN ARE REFERENCED TO THE NORTH AMERICAN 2.
1983 (NAD83) U.S. FEET.
PLANE COORDINATE SYSTEM, SOUTH ZONE, NORTH AMERICAN DATUM OF
ALL COORDINATES SHOWN ARE REFERENCED TO THE WISCONSIN STATE 1.
FEDERAL CHANNEL LIMITS
REACH J 63.5'REACH I 550'
REACH A 392.5'
REACH D 220'
REACH A 541'
REACH B 324.6'
REACH C 216.4'
REACH E 335'
REACH D-1 770'
REACH E-1 130'
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LEGEND
GENERAL NOTES
AREA OF REPAIR
FEDERAL CHANNEL LIMIT
FEDERAL CHANNEL LIMIT
FEDERAL CHANNEL LIMIT
THE PROJECT LIMITS. THERE IS A PUBLIC BOAT LAUNCH AT THE HARBOR.
CONTRACTOR VESSELS MAY BE MOORED INSIDE THE BREAKWATER WITHIN 4.
AGAINST BARGE DISPLACEMENT MEASUREMENTS.
USING SIDE-SCAN SONAR EQUIPMENT, TO VERIFY QUANITITES PLACED
CONTRACTOR SHALL PERFORM PRE AND POST CONSTRUCTION SURVEYS 3.
RECREATIONAL VESSELS DURING CONSTRUCTION.
CONTRACTOR SHALL ACCOMMODATE THE PASSAGE OF COMMERICAL AND 2.
CONTRACTOR TO VERIFY CURRENT CONDITIONS IN THE FIELD.
CONDITIONS SHOWN MAY DIFFER FROM CURRENT CONDITIONS. 1.
EXISTING STONE PLACEMENT
PROPOSED STONE PLACEMENT
PROPOSED STONE PLACEMENT
PLACEMENT
STONE
PROPOSED EXISTING STONE PLACEMENT
EXISTING STONE PLACEMENT
FEDERAL CHANNEL LIMITS
EXISTING STONE
PROPOSED STONE
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LEGEND
GENERAL NOTES
+7.3'
L.W.D 577.5
1.5
1.5
PROPOSED ARMOR STONE
CROSS SECTION SHOWN AS DEPICTED FROM ORIGINAL DESIGN. 3.
19 STONE MATERIALS PROTECTION FOR STRUCTURES.
THE LIMITS AND TOLERANCES. INSTALL STONE IN ACCORDANCE WITH 35 31
WILL DETERMINE THE EXTENT TO WHICH PLACEMENT IS POSSIBLE WITHIN
THE DIAGRAM REFLECTS THE DESIGN LIMITS, ACTUAL STONE DIMENSIONS 2.
COMMENCEMENT OF WORK.
CONTRACTOR TO VERIFY ALL DIMENSIONS AND ELEVATION PRIOR TO 1.
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10'-0"
6'-2"
7'-0"
/8
'-0
8'-0"
1'-0" 1'-0
2'-7"
TOP OF CAISSON.
BREAKWATER 1'-6" BELOW
SUPERSTRUCTURE ON SOUTH
10'-0"
6'-2"
1'-0" 1'-0
8'-0" 22'-0" 8'-0"
7'-0" 2'-7"
'-0
10'-0"
6'-2"
8'-0"20'-0"8'-0"
1'-0"
'-0
2'-7"7'-0"
/8
3'-0"16'-2 7/8 "3'-0"
TYPE
PILES ARCH CELL
STEEL SHEET
-19' TO -27.7'
SINGLE WALL TYPE
STEEL SHEET PILES
BUTTRESS
-11' TO -17.7'
/8
/8
/8
/8
24'-0"
A1
C1
E1
SCALE: 1/8" = 1'-0"
SECTION C NORTH BREAKWATER
SECTION B NORTH BREAKWATER
SCALE: 1/8" = 1'-0"
SECTION A NORTH AND SOUTH BREAKWATER
SCALE: 1/8" = 1'-0"
A5
SCALE: 1/8" = 1'-0"
C5
SCALE: 1/8" = 1'-0"
E5
SCALE: 1/8" = 1'-0"
SECTION D NORTH BREAKWATER
SECTION E NORTH SHORE CONNECTION
SECTION F NORTH STUB PIER
E N
A M
W
P
-2
-C -0
W
P
-2
-B -0
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
...\...\Breakwater Repair FY21-487487-627L8J\...\487487-627L8J_C-302.dgn
CERTIFIED FINAL DOCUMENTS - RTA
E A
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A T
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P A
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P O
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J O
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A
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O B
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K I, P .E
C-302
A D
A M
K A
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A
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O B
O S
K I, P .E
M A
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D E
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H R
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P .E
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A N
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A T
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C T
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S T
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A
L B
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A K
W A
T E
R S
E C
T
IO
N S
S O
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IC
IT
A
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N N
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D E
S
IG
N E
D B
Y
D E
S C
R
IP
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IO
N
A
M A
R K
S I Z
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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
2 3 4 5 6 7 8 9 10
SHEET ID
+1.55'
+7.3'
L.W.D
1/ 2:
SLO
PE
1 1/2:1 SLO
PE
577.5
NORTH & SOUTH BREAKWATER
SECTION-A
SUPERSTRUCTURE
BUILT: SUBSTRUCTURE
N.B.
S.B.
TWO RECTANGULAR CAISSONS.
BREAKWATER, CONSISTS OF
FEET OF SECTION A, NORTH
NOTE: OUTER 54 LINEAR
+7.3'
+1.55'
577.5L.W.D
1 1/2:1 SLO
PE
1/ 2:
SLO
PE
NORTH BREAKWATER
SECTION-B
SUPERSTRUCTURE 1934
BUILT: SUBSTRUCTURE 1934
1 1/2:1 SLO
PE
1/ :1 S
LO
PE
+7.3'
+1.55'
577.5L.W.D
NORTH BREAKWATER
SECTION - C
SUPERSTRUCTURE 1934
BUILT : SUBSTRUCTURE 1934
1 1/2:1 SLO
PE
+6.3'
1/ 2:
SLO
PE
L.W.D 577.5
+6.8'
NORTH BREAKWATER
SECTION-D
BUILT: 1934
-27.7'
+6.3'
L.W.D = 577.5
1/ 2:
SLO
PE
1 1/2:1 SLO
PE
NORTH SHORE CONNECTION
SECTION - E
BUILT: 1934
-17.7'
L.W.D.=577.5
FILL
SAND & EARTH
+7.3'
SECTION - F
BUILT: 1940
NORTH STUB PIER
GENERAL NOTES
EXISTING TYPICAL SECTIONS BASED UPON ORIGINAL DESIGN.1.
O
J E
C T
I D
F
IL
E N
A M
16'-0"
/8
/8
30'-0"22'-6"
STEEL SHEETING
6'-0"
M
IN
'-0
/8
/8
/8
'-0
7'-0"
A1
C1
SCALE: 1/8" = 1'-0"
E1
E4
SECTION G NORTH STUB PIER
SCALE: 1/8" = 1'-0"
SECTION H COAL WHARF-WISC. ELEC POW. CO.
SECTION I WISCONSIN ELECTRIC POWER CO.
SECTION J SOUTH BREAKWATER
E N
A M
P
-2
-C -0
W
P
-2
-B -0
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
E A
K W
A T
E R
R E
P A
IR
F
Y
P O
R T
W A
S H
IN
G
T O
N H
A R
B O
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O V
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B E
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A D
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D E
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J O
H N
A
G R
O B
O S
K I, P .E
C-303
A D
A M
K A
R R
J O
H N
A
G R
O B
O S
K I, P .E
M A
T T
L
IN
D E
E N
R A
N A
M
IS
H R
A
P .E
R
A N
A M
IS
H
R A
P
.E
T Y
P
IC
A L
B R
E A
K W
A T
E R
S E
C T
IO
N
S T
Y P
IC
A
L B
R E
A K
W A
T E
R S
E C
T
IO
N S
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 I Z
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
2 3 4 5 6 7 8 9 10
SHEET ID
+7.3'
L.W.D= 577.5
NORTH STUB PIER
SECTION - G
BUILT:1940
+8.4'
L.W.D=577.5
FILL
STONE & EARTH
COAL WHARF-WIS. ELEC.POW.CO.
SECTION - H
1/ 2:
SLO
PE 1 1/2:1 SLO
PEL.W.D 577.5
+8.0'
-23' to -8'
*DRAWN AT -8' ELEVATION*
WISCONSIN ELECTRIC POWER CO.
SECTION - I
+7.3'
L.W.D=577.5
/2 :1 S
LO
PE
11/2:1 SLO
PE
-23'
SOUTH BREAKWATER
SECTION - J
BUILT:1936
GENERAL NOTES
EXISTING TYPICAL SECTIONS BASED UPON ORIGINAL DESIGN.1.
O
J E
C T
I D
F
IL
E N
A M
E N
A M
P
-2
-C -0
W
P
-2
-B -0
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
E A
K W
A T
E R
R E
P A
IR
F
Y
P O
R T
W A
S H
IN
G
T O
N H
A R
B O
R N
O V
E M
B E
R
-6
L
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A N
S I
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C-304
A D
A M
K A
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M A
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D E
E N
J O
H N
A
G R
O B
O S
K I, P .E
C-304
A D
A M
K A
R R
J O
H N
A
G R
O B
O S
K I, P .E
M A
T T
L
IN
D E
E N
R A
N A
M
IS
H R
A
P .E
R
A N
A M
IS
H
R A
P
.E
S T
A
T
O S
T A
S T
A
T
O S
T A
B R
E A
K W
A T
E R
C R
O S
S S
E C
T
IO
N S
B R
E A
K W
A T
E R
C R
O S
S S
E C
T
IO
N S
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 I Z
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
2 3 4 5 6 7 8 9 10
SHEET ID
-10
-20
-30
E L
E V
A T
IO
N
I G
L D
0 10 20 30 40 50 60 70 80-10-20-30-40-50-60-70-80
8+00.0000
-10
-20
-30
-10
-20
-30
E L
E V
A T
IO
N
I G
L D
0 10 20 30 40 50 60 70 80-10-20-30-40-50-60-70-80
8+25.0000
-10
-20
-30
-10
-20
-30
E L
E V
A T
IO
N
I G
L D
0 10 20 30 40 50 60 70 80-10-20-30-40-50-60-70-80
8+50.0000
-10
-20
-30
GENERAL NOTES
1.5
1.5
6'-2"
1.5
6'-2"
1.5
1.5
6'-2"
1.5
LEGEND
D100 = 3.25 FEET (2.8 TONS)
D50 = 3 FEET (2.3 TONS)
D15 = 2.75 FEET (1.7 TONS)
STONE.
ALL DEBRIS IS TO BE REMOVED FROM BREAKWATER PRIOR TO PLACING 5.
NEW STONE OVERLAY INTERLOCKS WELL WITH EXISITNG STONE.
CONTRACTOR MAY REMOVE OR REPOSITION EXISTING STONES TO ENSURE 4.
WATER LEVEL AT FATHER POINT QUEBEC.
DATUM 1985 (IGLD), LOW WATER DATUM ZERO IS 577.5' FEET ABOVE MEAN
SOUNDINGS DEPTHS AND CONTOURS ARE REPRESENTED TO GREAT LAKES 3.
INDICATING GENERAL CONDITIONS PRESENT AT THAT TIME.
27, 2021 BY USACE CHICAGO DISTRICT AND CAN BE CONSIDERED AS
THE EXISTING BREAKWATER SOUNDING SURVEY WAS PERFORMED ON JULY 2.
C-301.
REPAIR AREAS SHALL MATCH THE REQUIRED REPAIR SECTION, SEE SHEET 1.
O
J E
C T
I D
F
IL
E N
A M
E N
A M
P
-2
-C -0
W
P
-2
-B -0
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
E A
K W
A T
E R
R E
P A
IR
F
Y
P O
R T
W A
S H
IN
G
T O
N H
A R
B O
R N
O V
E M
B E
R
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L
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A N
S I
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C-305
A D
A M
K A
R R
M A
T T
L
IN
D E
E N
J O
H N
A
G R
O B
O S
K I, P .E
C-305
A D
A M
K A
R R
J O
H N
A
G R
O B
O S
K I, P .E
M A
T T
L
IN
D E
E N
R A
N A
M
IS
H R
A
P .E
R
A N
A M
IS
H
R A
P
.E
S T
A
T
O S
T A
S T
A
T
O S
T A
B R
E A
K W
A T
E R
C R
O S
S S
E C
T
IO
N S
B R
E A
K W
A T
E R
C R
O S
S S
E C
T
IO
N S
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 I Z
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
2 3 4 5 6 7 8 9 10
SHEET ID
-10
-20
-30
E L
E V
A T
IO
N
I G
L D
0 10 20 30 40 50 60 70 80-10-20-30-40-50-60-70-80
8+75.0000
-10
-20
-30
-10
-20
-30
E L
E V
A T
IO
N
I G
L D
0 10 20 30 40 50 60 70 80-10-20-30-40-50-60-70-80
9+00.0000
-10
-20
-30
-10
-20
-30
E L
E V
A T
IO
N
I G
L D
0 10 20 30 40 50 60 70 80-10-20-30-40-50-60-70-80
9+25.0000
-10
-20
-30
GENERAL NOTES
1.5
6'-2"
1.5
1.5
6'-2"
1.5
1.5
6'-2"
1.5
LEGEND
D100 = 3.25 FEET (2.8 TONS)
D50 = 3 FEET (2.3 TONS)
D15 = 2.75 FEET (1.7 TONS)
STONE.
ALL DEBRIS IS TO BE REMOVED FROM BREAKWATER PRIOR TO PLACING 5.
NEW STONE OVERLAY INTERLOCKS WELL WITH EXISITNG STONE.
CONTRACTOR MAY REMOVE OR REPOSITION EXISTING STONES TO ENSURE 4.
WATER LEVEL AT FATHER POINT QUEBEC.
DATUM 1985 (IGLD), LOW WATER DATUM ZERO IS 577.5' FEET ABOVE MEAN
SOUNDINGS DEPTHS AND CONTOURS ARE REPRESENTED TO GREAT LAKES 3.
INDICATING GENERAL CONDITIONS PRESENT AT THAT TIME.
27, 2021 BY USACE CHICAGO DISTRICT AND CAN BE CONSIDERED AS
THE EXISTING BREAKWATER SOUNDING SURVEY WAS PERFORMED ON JULY 2.
O
J E
C T
I D
F
IL
E N
A M
E N
A M
P
-2
-C -0
W
P
-2
-B -0
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
E A
K W
A T
E R
R E
P A
IR
F
Y
P O
R T
W A
S H
IN
G
T O
N H
A R
B O
R N
O V
E M
B E
R
-6
L
-6
L
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-3 .d g n
A N
S I
D
C-306
A D
A M
K A
R R
M A
T T
L
IN
D E
E N
J O
H N
A
G R
O B
O S
K I, P .E
C-306
A D
A M
K A
R R
J O
H N
A
G R
O B
O S
K I, P .E
M A
T T
L
IN
D E
E N
R A
N A
M
IS
H R
A
P .E
R
A N
A M
IS
H
R A
P
.E
S T
A
T
O S
T A
S T
A
T
O S
T A
B R
E A
K W
A T
E R
C R
O S
S S
E C
T
IO
N S
B R
E A
K W
A T
E R
C R
O S
S S
E C
T
IO
N S
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 I Z
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
2 3 4 5 6 7 8 9 10
SHEET ID
-10
-20
-30
E L
E V
A T
IO
N
I G
L D
0 10 20 30 40 50 60 70 80-10-20-30-40-50-60-70-80
9+50.0000
-10
-20
-30
-10
-20
-30
E L
E V
A T
IO
N
I G
L D
0 10 20 30 40 50 60 70 80-10-20-30-40-50-60-70-80
9+75.0000
-10
-20
-30
GENERAL NOTES
1.5
6'-2"
1.5
1.5
6'-2"
1.5
LEGEND
D100 = 3.25 FEET (2.8 TONS)
D50 = 3 FEET (2.3 TONS)
D15 = 2.75 FEET (1.7 TONS)
STONE.
ALL DEBRIS IS TO BE REMOVED FROM BREAKWATER PRIOR TO PLACING 5.
NEW STONE OVERLAY INTERLOCKS WELL WITH EXISITNG STONE.
CONTRACTOR MAY REMOVE OR REPOSITION EXISTING STONES TO ENSURE 4.
WATER LEVEL AT FATHER POINT QUEBEC.
DATUM 1985 (IGLD), LOW WATER DATUM ZERO IS 577.5' FEET ABOVE MEAN
SOUNDINGS DEPTHS AND CONTOURS ARE REPRESENTED TO GREAT LAKES 3.
INDICATING GENERAL CONDITIONS PRESENT AT THAT TIME.
27, 2021 BY USACE CHICAGO DISTRICT AND CAN BE CONSIDERED AS
THE EXISTING BREAKWATER SOUNDING SURVEY WAS PERFORMED ON JULY 2.
O
J E
C T
I D
F
IL
E N
A M
E N
A M
P
-2
-C -0
W
P
-2
-B -0
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
E A
K W
A T
E R
R E
P A
IR
F
Y
P O
R T
W A
S H
IN
G
T O
N H
A R
B O
R N
O V
E M
B E
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A N
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C-307
A D
A M
K A
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J O
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O B
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K I, P .E
C-307
A D
A M
K A
R R
J O
H N
A
G R
O B
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K I, P .E
M A
T T
L
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D E
E N
R A
N A
M
IS
H R
A
P .E
R
A N
A M
IS
H
R A
P
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S T
A
S T
A
B R
E A
K W
A T
E R
C R
O S
S S
E C
T
IO
N S
B R
E A
K W
A T
E R
C R
O S
S S
E C
T
IO
N S
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 I Z
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
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2 3 4 5 6 7 8 9 10
SHEET ID
-10
-20
-30
E L
E V
A T
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N
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0 10 20 30 40 50 60 70 80-10-20-30-40-50-60-70-80
10+00.0000
-10
-20
-30
GENERAL NOTES
1.5
6'-2"
1.5
LEGEND
D100 = 3.25 FEET (2.8 TONS)
D50 = 3 FEET (2.3 TONS)
D15 = 2.75 FEET (1.7 TONS)
STONE.
ALL DEBRIS IS TO BE REMOVED FROM BREAKWATER PRIOR TO PLACING 5.
NEW STONE OVERLAY INTERLOCKS WELL WITH EXISITNG STONE.
CONTRACTOR MAY REMOVE OR REPOSITION EXISTING STONES TO ENSURE 4.
WATER LEVEL AT FATHER POINT QUEBEC.
DATUM 1985 (IGLD), LOW WATER DATUM ZERO IS 577.5' FEET ABOVE MEAN
SOUNDINGS DEPTHS AND CONTOURS ARE REPRESENTED TO GREAT LAKES 3.
INDICATING GENERAL CONDITIONS PRESENT AT THAT TIME.
27, 2021 BY USACE CHICAGO DISTRICT AND CAN BE CONSIDERED AS
THE EXISTING BREAKWATER SOUNDING SURVEY WAS PERFORMED ON JULY 2.
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File details come from the government source that posted it. Updated .