W912P620B0017 Calumet Harbor Breakwater Repair Plans RTA.pdf
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- Solicitation number
- W912P620B0017
About this file
This notice solicits bids for a construction project to repair breakwaters at Calumet Harbor in Chicago, Illinois. The United States Army Corps of Engineers - Chicago District will accept bids until September 2, 2020 for placement of new armor stone and resetting of existing armor stone on the attached breakwater as needed. The project is estimated to cost between $1,000,000 and $5,000,000. Bids must be submitted by HUBZone small businesses only, with a small business size standard of $39.5 million. The NAICS code for this project is 237990. Interested parties should download bidding documents from the provided website and direct all correspondence regarding solicitation number W912P620B0017 to the specified contact at the Chicago District.
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LOCATION
PROJECT
CALUMET RIVER
AREA OF WORK
ATTACHED BREAKWATER
CALUMET HARBOR
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SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
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LAKE COUNTY, INDIANA
CALUMET HARBOR BREAKWATER REPAIRS FY 20
CHICAGO DISTRICT
of Engineers
US Army Corps
N.T.S.
AREA MAP
N.T.S.
VICINITY MAP
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STATION 0+00 TO STATION 67+00
COOK COUNTY, ILLINOIS AND
W912P6-20-B-0017
®of Engineers
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CERTIFIED FINAL DOCUMENTS - RTA
CERTIFIED FINAL DOCUMENTS - RTA
JULY 2020
79-1
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®of Engineers
US Army CorpsIGLD85
IL EAST NAD83 STATEPLANE COORDINATES
HORIZONTAL & VERTICAL CONTROL POINTS
POINT
EASTING (X)
DESCRIPTION
ELEV. ELEV.
NORTHING (Y)
GENERAL NOTES
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500 0 500 1000
SCALE IN FEET
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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.
CERTIFIED FINAL DOCUMENTS - RTA
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DISPLACEMENT MEASUREMENTS.
SIDE-SCAN SONAR EQUIPMENT, TO VERIFY QUANTITIES PLACED AGAINST BARGE
3. CONTRACTOR SHALL PERFORM PRE AND POST CONSTRUCTION SURVEYS USING
SHOULD BE SECURED SEPARATELY BY THE CONTRACTOR.
MOORING IS NOT AVAILABLE AT THE STORAGE BUILDING ANDSPECIFICATIONS.
COMPLY WITH APPLICABLE STATE REGULATIONS AS INDICATED IN THE CONTRACT
2. WORK WILL BE PERFORMED IN BOTH ILLINOIS AND INDIANA. CONTRACTOR SHALL
EQUIVALENT TO THAT REQUIRED FOR THE TRAILER AND STAFF VEHICLES.
WITH CONTRACTING OFFICER'S REPRESENTATIVE. SPACE AVAILABLE BE
OF CONTRACTOR TRAILER. LOCATION WITHIN PROPERTY TO BE COORDINATED
1. USACE CAL HARBOR STORAGE BUILDING PROPERTY IS AVAILABLE FOR STAGING
PLACEMENT
INDICATES STONE
HATCHED AREA
CONCRETE CAP
4.5FT ±PLACEMENT
INDICATES STONE
HATCHED AREA
3'6'6'6'3'
24'
5-10 Ton Armor Stone5-10 Ton Armor Stone
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PROPOSED ARMOR STONE
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
DEMOLISHED CONCRETE CAP.
4. A MINIMUM OF ONE LAYER OF ARMOR STONE SHALL BE PLACED OVER
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
PLACE NEW STONE AS INDICATED.1.
E1
SCALE: 1" = 1"
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REPAIR SECTION A - OPTION 1 STATION 3+50 TO 7+00 & BASE STATION 7+00 TO STATION 11+00 0 20' 40'
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TIMBER CRIB BREAKWATER 6' CAP
11' " 12+00 TO 15+00
H-9 STA. 0+00 TO 12+00
STA 0+00 TO 15+00
REACH A
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LWD 577.5'
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PLACEMENT
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6'6'6'6'6'
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5-10 TON
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PROPOSED ARMOR STONE
E1
SCALE: 1" = 1"
NORTH
PLAN
T R
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REPAIR SECTION A OPTION 2 STATION 27+00 TO STATION 31+00
0 20' 40'
ARMOR STONE SHALL BE PLACED BETWEEN +1 FT AND -30 FT L.W.D.5.
WIDTH, REFER TO SPECIFICATION SECTION 35 31 19 FOR REWORKING DETAILS.
IN AREAS WHERE PROPOSED STONE IS LESS THAN ARMOR STONE TYPICAL 4.
NOT REFLECT NEAT-LINE TOLERANCES DEFINED IN SPECIFICATION SECTION 35 31
NEW STONE GRADE LINES ARE BASED ON NOMINAL DIMENSIONS AND DO 3.
PLACE STONE IN ACCORDANCE WITH 35 31 192.
PLACE NEW STONE AS INDICATED.1.
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202020
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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'
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...\Breakwater Repairs - 484327-69138C\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\484327-69138C-C-103.dgn
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E1
SCALE: 1" = 1"
NORTH
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0 20' 40'
PROPOSED ARMOR STONE
REPAIR SECTION A OPTION 3 STATION 53+00 TO STATION 58+00
ARMOR STONE SHALL BE PLACED BETWEEN +1 FT AND -30 FT L.W.D.5.
WIDTH, REFER TO SPECIFICATION SECTION 35 31 19 FOR REWORKING DETAILS.
IN AREAS WHERE PROPOSED STONE IS LESS THAN ARMOR STONE TYPICAL 4.
NOT REFLECT NEAT-LINE TOLERANCES DEFINED IN SPECIFICATION SECTION 35 31
NEW STONE GRADE LINES ARE BASED ON NOMINAL DIMENSIONS AND DO 3.
PLACE STONE IN ACCORDANCE WITH 35 31 192.
PLACE NEW STONE AS INDICATED.1.
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19 202
2020 21
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'
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg6:01:06 AM 7/22/2020
...\Breakwater Repairs - 484327-69138C\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\484327-69138C-C-103.dgn
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STONE PLACEMENT
HATCHED AREA INDICATES
6'6'6'6'6'
30'
4'
ARMOR STONE
5-10 TON
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...\Breakwater Repairs - 484327-69138C\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\484327-69138C-C-104.dgn
PD: AEC_pdf.pltcfg DS: AEC_Screen.dscript
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GENERAL NOTES
E1
SCALE: 1" = 1"
NORTH
PLAN
T R
U E N
0 20' 40'
PROPOSED ARMOR STONE
REPAIR SECTION A OPTION 4 STATION 63+00 TO STATION 66+00
ARMOR STONE SHALL BE PLACED BETWEEN +1 FT AND -30 FT L.W.D.5.
WIDTH, REFER TO SPECIFICATION SECTION 35 31 19 FOR REWORKING DETAILS.
IN AREAS WHERE PROPOSED STONE IS LESS THAN ARMOR STONE TYPICAL 4.
NOT REFLECT NEAT-LINE TOLERANCES DEFINED IN SPECIFICATION SECTION 35 31
NEW STONE GRADE LINES ARE BASED ON NOMINAL DIMENSIONS AND DO 3.
PLACE STONE IN ACCORDANCE WITH 35 31 192.
PLACE NEW STONE AS INDICATED.1.
10 1
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26 2
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'
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg6:02:16 AM 7/22/2020
...\Breakwater Repairs - 484327-69138C\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\484327-69138C-C-104.dgn
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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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...\Breakwater Repairs - 484327-69138C\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\484327-69138C-C-105.dgn
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SCALE: NOT TO SCALE
GENERAL NOTES
BREAKWATER, AND LAKE MICHIGAN ARE SUBJECT TO CHANGE.
CONDITIONS AT THE TIME THEY WERE CAPTURED (NOV 2019). CONDITION OF
PHOTOS ARE PROVIDED TO ASSIST BIDDING PROCESS AND REPRESENT 2.
EXISTING TYPICAL SECTIONS BASED ON ORIGINAL BREAKWATER DESIGN.1.
BASE WORK PHOTO 1 BASE WORK PHOTO 2 BASE WORK PHOTO 3
1:
+7.1'
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1:2
-21
+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'
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg6:03:02 AM 7/22/2020
...\Breakwater Repairs - 484327-69138C\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\484327-69138C-C-105.dgn
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| 001-484327-69138C-G-001-ANSI D |
| 002-484327-69138C-V-001-Plot D |
| 003-484327-69138C-C-001-ANSI D |
| 004-484327-69138C-C-101-ANSI D |
| 005-484327-69138C-C-102-ANSI D |
| 006-484327-69138C-C-103-ANSI D |
| 007-484327-69138C-C-104-ANSI D |
| 008-484327-69138C-C-105-ANSI D |
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