113990_Calumet Harbor Breakwater Repair FY21_RTA_DRAWINGS_(20-Aug-2021).pdf
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- Attached to
- Calumet Harbor Break Water Repairs, Cook County, Illinois, USACE-Chicago District Project
- Solicitation number
- W912P621B0008
About this file
This notice summarizes a federal contract solicitation for breakwater repair services in Calumet Harbor, Illinois. The U.S. Army Corps of Engineers - Chicago District is seeking bids from HUBZone small businesses for placement of new armor stone and resetting of existing armor stone on the breakwater. The project is estimated to cost between $1 million and $5 million and will involve transporting rock by barge and conducting repairs from a barge-mounted crane. The solicitation number is W912P621B0008 and bids are due exclusively through the internet-based solicitation package. Bidders must be registered in the System for Award Management at the time of bid submission to comply with annual representation requirements. The point of contact listed can provide the solicitation package and answer any questions.
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LOCATION
PROJECT
CALUMET RIVER
AREA OF WORK
ATTACHED BREAKWATER
CALUMET HARBOR
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ISSUE DATE:
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CHICAGO DISTRICT
of Engineers
US Army Corps
N.T.S.
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W912P6-21-B-0008
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BREAKWATER REPAIR FY21
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CERTIFIED FINAL DOCUMENTS - RTA
CERTIFIED FINAL DOCUMENTS - RTA
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.
ATR WAIVER RECIEVED
PROJECT MANAGER
MIKE NGUYEN, PE
MIKE NGUYEN
AUGUST 20, 2021
79-1
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IL EAST NAD83 STATEPLANE COORDINATES
HORIZONTAL & VERTICAL CONTROL POINTS
POINT
EASTING (X)
DESCRIPTION
ELEV. ELEV.
NORTHING (Y)
GENERAL NOTES
N
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500 0 500 1000
SCALE IN FEET
CALUM
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CALUMET HARBOR
BRASS DISK589.071,204,988.291,843,081.9886-4
BRASS DISK587.191,203,788.471,846,577.4779-1
BRASS DISK586.541,203,654.071,846,082.21200
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SOUNDING INFORMATION IS AVAILABLE AT THE EHYDRO-POWERED USACE HYDROGRAPHIC8.
AE9231, ME3356, AND ME2887.
7. ALL HORIZONTAL AND VERTICAL CONTROL POINTS ARE REFERENCED TO NGS MONUMENTS ME1966, (IGLD85) U.S FEET.
6. ALL ELEVATIONS SHOWN ARE REFERENCED TO THE INTERNATIONAL GREAT LAKES DATUM 1985
COORDINATES SHOWN ARE IN U.S. SURVEY FEET.
MERCATOR PROJECTION, ILLINOIS EAST ZONE (1201), NORTH AMERICAN DATUM 1983 (NAD83). ALL
5. GRID COORDINATES ARE BASED ON THE ILLINOIS STATE PLANE COORDINATE SYSTEM, TRANSVERSE
ARE MEASURED USING AN R2SONIC 2024 MULTIBEAM SONAR.
LEVEL READINGS ARE FROM AN AUTOMATED GAUGE LOCATED AT CALUMET HARBOR, ILLINOIS. DEPTHS
THE REFERENCE PLANE AT RIMOUSKI, QUEBEC, INTERNATIONAL GREAT LAKES DATUM, IGLD 1985. WATER
REFERRED TO LOW WATER DATUM (LWD) FOR LAKE MICHIGAN. 0.0 FT. IS EQUAL TO 577.5 FEET ABOVE
4. PROJECT DEPTHS, ELEVATIONS, SOUNDINGS, AND CONTROL POINTS SHOWN ON THE DRAWINGS ARE
SELECTION. THE RTK RECEIVER IS MANUFACTURED BY TRIMBLE.
BROADCAST STATIONS. SIGNAL STRENGTH IS USED AS THE DETERMINING FACTOR IN DIFFERENTIAL
. THE DIFFERENTIAL CORRECTIONS ARE PROVIDED BY U.S. COAST GUARD DIFFERENTIAL VRS
RTK CORRECTIONS REALTIME FROM TRIMBLE 3. HORIZONTAL POSITIONING IS DETERMINED USING THE
TIME.
INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS PRESENT AT THAT
USACE CHICAGO DISTRICT AND REPRESENTS THE RESULTS OF SURVEYS MADE ON THE DATES
2. THE SOUNDINGS AND TOPOGRAPHIC SURVEYS DEPICTED ON THESE DRAWINGS WERE PERFORMED BY
JUNE 2020
SURVEY DATA PROVIDED IS TAKEN FROM SOUNDINGS COMPLETED IN MAY 2020 AND AND LIDAR FROM 1.
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APPROX. LOCATION OF USACE STONE DOCK
WORK AREA
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DISPLACEMENT MEASUREMENTS.
SIDE-SCAN SONAR EQUIPMENT, TO VERIFY QUANTITIES PLACED AGAINST BARGE
4. CONTRACTOR SHALL PERFORM PRE AND POST CONSTRUCTION SURVEYS USING
SPECIFICATIONS.
COMPLY WITH APPLICABLE STATE REGULATIONS AS INDICATED IN THE CONTRACT
3. WORK WILL BE PERFORMED IN BOTH ILLINOIS AND INDIANA. CONTRACTOR SHALL
DOCK SHALL BE REPAIRED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE.
2. ANY DAMAGE THAT OCCURS DURING CONTRACTOR OPERATIONS AT THE STONE
PROJECT LIMITS.
CONTRACTOR VESSELS MAY BE MOORED INSIDE THE BREAKWATER WITHIN THE
STONE DOCK. NO MORE THAN 4 PERSONAL VEHICLES WILL BE PERMITTED.
PERSONNEL AND PERSONAL TOOLS AND SMALL GEAR MAY BE DONE AT THE
COR PRIOR TO MOBILIZATION. ACCESS FOR ON-LOADING AND OFF-LOADING OF
1. USE OF THE USACE CAL HARBOR STONE DOCK MUST BE COORDINATED WITH THE
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INDICATES STONE
HATCHED AREA
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-30
TIMBER CRIB BREAKWATER
LAKE
HARBOR
15' " 38+00 TO END
13' " 29+00 TO 38+00
H 11 STA. 15+00 TO 29+00
STA 15+00 TO 67+12.07
REACH B
VARIES
LWD 577.7'
GENERAL NOTES
PROPOSED ARMOR STONE
LEGEND
NORTH
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0 20' 40'E1
SCALE: 1" = 20'
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REPAIR REACH B - STATION 34+00 TO 41+00
REPAIR AREA
BREAKWATER (TOWARD STATION 44+00).
DEMOLITION WORK AND STONE PLACEMENT AT STA 34+00 AND WORK DOWN THE
8. UNLESS OTHERWISE DIRECTED BY COR, THE CONTRACTOR SHALL START
SECTION 35 31 19 DEMOLITION.
UPON FIELD CONDITIONS AND RESULTS OF THE PRE PLACEMENT SURVEY PER
7. PLACEMENT MAY BE FIELD ADJUSTED AT THE DIRECTION OF THE COR BASED
CONCRETE CAP ELEVATION VARIES.6.
OFFICER'S REPRESENTATIVE.
UNDAMAGED CONCRETE CAP. VERIFY EXACT LOCATION WITH CONTRACTING
INTERLOCKING BETWEEN NEWLY PLACED ARMOR STONE AND EXISTING
5. TERMINATE REPAIRS A LOCATION SHOWN SO AS TO PROVIDE
SHALL BE PLACED OVER DEMOLISHED CONCRETE CAP.
LIMITS AND TOLERANCES. PLACE A MINIMUM OF ONE LAYER OF ARMOR STONE
WILL DETERMINE THE EXTENT TO WHICH PLACEMENT IS POSSIBLE WITHIN THE
4. THE DIAGRAM REFLECTS THE DESIGN LIMITS. ACTUAL STONE DIMENSIONS
PROTECTION FOR STRUCTURES.
3. INSTALL STONE IN ACCORDANCE WITH 35 31 19 STONE MATERIALS
SHALL BE NO LARGER THAN 4 FT IN WIDTH.
REBAR. WHERE STONE IS TO BE PLACED, DEMOLISHED CONCRETE CAP PIECES
PLACE TO FILL EXISTING VOIDS. SAWCUT AND REMOVE EXISTING
2. PRIOR TO STONE PLACEMENT, BREAK CONCRETE CAP IN
1.PLACE NEW STONE AS INDICATED.
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LAKE
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H 11 STA. 15+00 TO 29+00
STA 15+00 TO 67+12.07
REACH B
VARIES
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GENERAL NOTES
LEGEND
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E1
SCALE: 1" = 20'
NORTH
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0 20' 40'
S H E E T C -1
M A T C
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IN
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REPAIR REACH B - OPTION 2 STATION 41+00 TO 43+00 & OPTION 3 STATION 43+00 TO 44+00
REPAIR AREA
BREAKWATER (TOWARD STATION 44+00).
DEMOLITION WORK AND STONE PLACEMENT AT STA 34+00 AND WORK DOWN THE
8. UNLESS OTHERWISE DIRECTED BY COR, THE CONTRACTOR SHALL START
SECTION 35 31 19 DEMOLITION.
UPON FIELD CONDITIONS AND RESULTS OF THE PRE PLACEMENT SURVEY PER
7. PLACEMENT MAY BE FIELD ADJUSTED AT THE DIRECTION OF THE COR BASED
CONCRETE CAP ELEVATION VARIES.6.
OFFICER'S REPRESENTATIVE.
UNDAMAGED CONCRETE CAP. VERIFY EXACT LOCATION WITH CONTRACTING
INTERLOCKING BETWEEN NEWLY PLACED ARMOR STONE AND EXISTING
5. TERMINATE REPAIRS A LOCATION SHOWN SO AS TO PROVIDE
SHALL BE PLACED OVER DEMOLISHED CONCRETE CAP.
LIMITS AND TOLERANCES. PLACE A MINIMUM OF ONE LAYER OF ARMOR STONE
WILL DETERMINE THE EXTENT TO WHICH PLACEMENT IS POSSIBLE WITHIN THE
4. THE DIAGRAM REFLECTS THE DESIGN LIMITS. ACTUAL STONE DIMENSIONS
PROTECTION FOR STRUCTURES.
3. INSTALL STONE IN ACCORDANCE WITH 35 31 19 STONE MATERIALS
SHALL BE NO LARGER THAN 4 FT IN WIDTH.
REBAR. WHERE STONE IS TO BE PLACED, DEMOLISHED CONCRETE CAP PIECES
PLACE TO FILL EXISTING VOIDS. SAWCUT AND REMOVE EXISTING
2. PRIOR TO STONE PLACEMENT, BREAK CONCRETE CAP IN
1.PLACE NEW STONE AS INDICATED.
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3'6'6'6'3'
24'
Armor Stone 5-10 Ton
Armor Stone 5-10 Ton
6'6'6'6'6'
30'
4'
ARMOR STONE
5-10 TON
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+4.1'
1:2
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+5.1'
LAKE
HARBOR
TIMBER CRIB BREAKWATER
11' " 12+00 TO 15+00
H-9 STA. 0+00 TO 12+00
STA 0+00 TO 15+00
REACH A
VARIES
LWD 577.5'
EXISTING RIPRAP
1:2
-30
+4.0' +5.1'
+7.1'
+4.0'
1:
TIMBER CRIB BREAKWATER
LAKE
HARBOR
15' " 38+00 TO END
13' " 29+00 TO 38+00
H 11 STA. 15+00 TO 29+00
STA 15+00 TO 67+12.07
REACH B
VARIES
LWD 577.7'
GENERAL NOTES
OF BREAKWATER, AND LAKE MICHIGAN ARE SUBJECT TO CHANGE.
CONDITIONS AT THE TIME THEY WERE CAPTURED (JULY 2021). CONDITION
PHOTOS ARE PROVIDED TO ASSIST BIDDING PROCESS AND REPRESENT 2.
EXISTING TYPICAL SECTIONS BASED ON ORIGINAL BREAKWATER DESIGN.1.
B1
APPROX STATION 35+00
SCALE: NOT TO SCALE B1
APPROX STATION 38+00
SCALE: NOT TO SCALE
B1
APPROX STATION 41+00
SCALE: NOT TO SCALE
B1
APPROX STATION 44+00
SCALE: NOT TO SCALE
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg12:28:43 PM 8/18/2021
...\Breakwater Repairs FY21-113990-649B03\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\113990-649B03-C-103.dgn
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CERTIFIED FINAL DOCUMENTS - RTA
A U
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| 113990-649B03-G-001 |
| 113990-649B03-V-001 |
| 113990-649B03-C-001 |
| 113990-649B03-C-101 |
| 113990-649B03-C-102 |
| 113990-649B03-C-103 |
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