A22- W912P624B0005- TJ OBRIEN LOCK SCOUR REPAIR_PLANS.pdf
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- Solicitation number
- W912P624B0005
About this file
This document provides details for a federal solicitation seeking bids for construction services. Under solicitation number W912P624B0005, the U.S. Army Corps of Engineers - Chicago District is requesting bids to perform scour repair work near the T.J. O'Brien Lock and Public Works in Chicago, Illinois. The selected contractor will be required to place sand, gravel, and stone in the Calumet River to fill existing scour holes and prevent further erosion around the lock and dam, which have developed over 60 years of operation. Bids are due by February 12, 2024. This acquisition is reserved exclusively for small businesses with a size standard of $45 million. The construction cost is estimated between $5-10 million.
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COOK COUNTY, IL
SCOUR PROTECTION FY23
THOMAS J O’BRIEN LOCK AND CONTROLLING WORKS
W912P6-24-B-0005
JANUARY 2024
W912P6-24-C-0000
PROJECT LOCATION
PROJECT LOCATION
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COOK COUNTY, IL
SCOUR PROTECTION FY23
THOMAS J O’BRIEN LOCK AND CONTROLLING WORKS
W912P6-24-B-0005
JANUARY 2024
W912P6-24-C-0000
CHICAGO DISTRICT
CERTIFIED FINAL DOCUMENTS - RTA
CROSS SECTION - EC-2039
CROSS SECTIONS - C & DC-2028
CROSS SECTIONS - A & BC-2017
SCOUR PLAN A & CC-1026
SCOUR PLAN B, D, & EC-1015
SCOUR STIE PLAN ACCESS ROUTEG-1024
SCOUR SITE PLAN OVERVIEWG-1013
LEGEND & SYMBOLSG-0022
TITLE, LOCATION AND VICINITY MAPSG-0011
REFERENCENUMBER
TITLE SHEET SHEET
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SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
of Engineers US Army Corps
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
DATE DATE
CHIEF, DESIGN BRANCH
JOHN GROBOSKI, P.E.
DQC TEAM LEADER
ZACHARY OSTRUM, P.E.
INDC TECH LEAD
ERIN KRUG, P.E.
H6ECEZAO
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STORM MANHOLE
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WORK LIMITS
STANDARD ABBREVIATIONS
HORIZONTAL & VERTICAL CONTROL POINT
HORIZONTAL CONTROL POINT
STATIONSTA.
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POINT OF CURVATUREPC
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WATER LEVEL
ELECTRIC HANDHOLE
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WELL POINTSWLP
VERTICALV
VERIFY IN FIELDVIF
TYPICALTYP.
STEEL SHEET PILESSP
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NOT TO SCALENTS
NORTH AMERICAN VERTICAL DATUMNAVD
NATURAL WATER LINENWL
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MONITORING WELLMW
MINIMUMMIN
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HIGH WATER ELEVATIONHWL
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EXTRACTION WELLEN
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DIAMETER AT BREAST HEIGHTDBH
DIAMETERDIA.
CORPS OF ENGINEERSCOE
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FUEL OIL SUPPLY
LINE STYLES
SYMBOLS
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GAS LINE HIGH PRESSURE
WATER DOMESTIC MAIN
STORM DRAIN
SANITARY WASTE
EDGE OF WATER
-10 DESIGN CONTOUR
EXISTING CONTOUR-11
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DETAIL INDICATOR
TRIANGULATION POINT
SECTION INICATOR
W.L. AT '( )
ELECTRICAL PRIMARY
ELECTRICAL SECONDARY
DRAWING AREA TITLE INDICATOR
WORK.
9. CONTRACTOR IS REPSONSIBLE FOR OBTAINING ANY LOCAL PERMITS REQUIRED TO PERFORM THE
MANUAL EM 385-1-1.
8. ALL WORK MUST BE IN ACCORDANCE WITH CORPS OF ENGINEERS SAFETY AND HEALTH REQUIREMENTS
DESCRIBED IN SECTION 01 57 19.02 03 ENVIRONMENTAL PROTECTION OF ILLINOIS.
7. THE CONTRACTOR MUST KEEP ALL STREETS CLEAN AND CLEAR OF MUD, STONES DEBRIS, ETC AS
MUST BE REPAIRED OR REPLACED AT NO ADDITIONAL COST TO THE GOVERNMENT.
DESIGNED TO BE REMOVED WITHIN THE WORK LIMITS. UTILITIES DAMAGED DURING CONSTRUCTION
6. THE CONTRACTOR MUST BE RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES THAT ARE NOT
FENCE LINE.
5. SERVICES OF A REGISTERED LAND SURVEYOR ARE REQUIRED FOR LAYOUT OF WORK LIMITS AND
SPECIFICATION SECTION 01 11 00 FOR A SUMMARY OF WORK.
4. THE CONTRACTOR SHALL PERFORM ALL WORK WITHIN THE SPECIFIED WORK LIMITS. REFER TO
TO PERFORMING ANY EXCAVATION WORK.
3. THE CONTRACTOR MUST CALL J.U.L.I.E 811 OR 800-892-0123 TO LOCATE UNDERGROUND UTILITIES PRIOR
2. THE VERTICAL DATUM SHALL BE BASED ON NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988.
NAD 1983.
1. THE HORIZONTAL DATUM IS BASED ON THE ILLINOIS STATE PLANE COORDINATE SYSTEM, EAST ZONE, SCOUR LOCATION/WORK LIMITSA-STONE
IDOT CA2
IDOT FA13
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5' 0" 10' 0" 20' 0"0
5' 0" 10' 0" 20' 0"0
2'-0" MIN.2'-0" MIN.2'-0" MIN.2'-0" MIN.
6" MIN.
A N
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SHEET ID
®of Engineers US Army Corps
U .S
A
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P S
O F
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IN
E E
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34+40
-90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140
540 540
550 550
560 560
570 570
560.2 EL560.2 EL
TOP OF IDOT FA13 AT 554 EL.
WE
32+13
-100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0
550 550
560 560
570 570
561.2 EL
AT 558 EL.
TOP OF IDOT FA13
A1
AREA A - 34+40.00
HORIZONAL:1"=7.5'1"=10'SCALE:VERTICAL
K1
AREA B - 32+12.78
HORIZONAL:1"=7.5'1"=10'SCALE:VERTICAL
TO 1.0FT.
SCOUR FEATURES D AND E SHALL BE SIZED SUCH THAT D15 TO D100 IS 0.4FT
SHALL BE SIZED SUCH THAT D15 TO D100 IS 2.2FT TO 3.1 FT. A-STONE FOR
ACCORDANCE WITH THE SPECS. A-STONE FOR SCOUR FEATURES A, B, AND C
MAY EXCEL THE ELEVATION SPECIFIED BY UP TO 1'. A-STONE PLACED IN
BELOW THE ELEVATION SPECIFIED. THE FINISHED GRADE OF THE A-STONE
DRAWING SET. THE FINISHED GRADE OF THE A-STONE SHALL NOT FALL
CONTRACTOR SHALL PLACE A-STONE TO THE ELEVATION SPECIFIED IN THE 3.
THE SPECS.
MINIMIZE SEGREGATION IN THE WATER COLUMN AND IN ACCORDANCE WITH
THE LOWER LAYER OF IDOTFA13. CA2 SHALL BE PLACED IN A MANNER AS TO
CONTRACTOR SHALL PLACE IDOT CA2 TO A MINIMUM THICKNESS OF 6" ON 2.
ACCORDANCE WITH THE SPECS.
MANNER AS TO MINIMIZE SEGREGATION IN THE WATER COLUMN AND IN
ALONG THE BOTTOM OF SCOUR FEATURE. FA13 SHALL BE PLACED IN A
CONTRACTOR SHALL PLACE IDOT FA13 TO A MINIMUM THICKNESS OF 6" 1.
GENERAL NOTES
LEGEND
A-STONE
IDOT CA2
IDOT FA13
WE
A
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S c re e n
F u ll
S iz e .d s c ri p t
P D
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3' MIN.
6" MIN.
3' MIN.
B1
SCALE:VERTICAL 1"=10' HORIZONAL:1"=7.5'
AREA C -33+40.00
5' 0" 10' 0" 20' 0"0
5' 0" 10' 0" 20' 0"0
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33+40
-60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100
550 550
560 560
560.2 EL560.2 EL
AT 556 EL.
TOP OF IDOT FA13
E W
25+60
-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0
560 560
570 570
AT 562.7 EL.
TOP OF A-STONE
K1
AREA D - 25+60.00
SCALE:VERTICAL 1"=10' HORIZONAL:1"=7.5'
D AND E SHALL BE SIZED SUCH THAT D15 TO D100 IS 0.4FT TO 1.0FT.
SUCH THAT D15 TO D100 IS 2.2FT TO 3.1 FT. A-STONE FOR SCOUR FEATURES
THE SPECS. A-STONE FOR SCOUR FEATURES A, B, AND C SHALL BE SIZED
A-STONE PLACED IN ACCORDANCE WITH ACCORDANCE WITH THE SPECS.
MAY EXCEL THE ELEVATION SPECIFIED BY UP TO 1'. A-STONE PLACED IN
BELOW THE ELEVATION SPECIFIED. THE FINISHED GRADE OF THE A-STONE
DRAWING SET. THE FINISHED GRADE OF THE A-STONE SHALL NOT FALL
CONTRACTOR SHALL PLACE A-STONE TO THE ELEVATION SPECIFIED IN THE 3.
THE SPECS.
MINIMIZE SEGREGATION IN THE WATER COLUMN AND IN ACCORDANCE WITH
THE LOWER LAYER OF IDOTFA13. CA2 SHALL BE PLACED IN A MANNER AS TO
CONTRACTOR SHALL PLACE IDOT CA2 TO A MINIMUM THICKNESS OF 6" ON 2.
ACCORDANCE WITH THE SPECS.
MANNER AS TO MINIMIZE SEGREGATION IN THE WATER COLUMN AND IN
ALONG THE BOTTOM OF SCOUR FEATURE. FA13 SHALL BE PLACED IN A
CONTRACTOR SHALL PLACE IDOT FA13 TO A MINIMUM THICKNESS OF 6" 1.
GENERAL NOTES
LEGEND
A-STONE
IDOT CA2
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
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T J O
'B ri e n
N
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3' MIN.
6" MIN.6" MIN.
R T
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SHEET ID
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U .S
A
R M
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P S
O F
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G
IN
E E
R S
S U
B M
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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
26+50
-200 -190 -180 -170 -160 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0
530 530
540 540
550 550
560 560
570 570
26+50
562.7 EL
26+50
562.7 EL
TOP OF IDOT FA13 AT 554 EL.
G1
AREA E - 26+50.00
SCALE:VERTICAL 1"=15' HORIZONAL:1"=7.5'
D AND E SHALL BE SIZED SUCH THAT D15 TO D100 IS 0.4FT TO 1.0FT.
SUCH THAT D15 TO D100 IS 2.2FT TO 3.1 FT. A-STONE FOR SCOUR FEATURES
THE SPECS. A-STONE FOR SCOUR FEATURES A, B, AND C SHALL BE SIZED
A-STONE PLACED IN ACCORDANCE WITH ACCORDANCE WITH THE SPECS.
MAY EXCEL THE ELEVATION SPECIFIED BY UP TO 1'. A-STONE PLACED IN
BELOW THE ELEVATION SPECIFIED. THE FINISHED GRADE OF THE A-STONE
DRAWING SET. THE FINISHED GRADE OF THE A-STONE SHALL NOT FALL
CONTRACTOR SHALL PLACE A-STONE TO THE ELEVATION SPECIFIED IN THE 3.
THE SPECS.
MINIMIZE SEGREGATION IN THE WATER COLUMN AND IN ACCORDANCE WITH
THE LOWER LAYER OF IDOTFA13. CA2 SHALL BE PLACED IN A MANNER AS TO
CONTRACTOR SHALL PLACE IDOT CA2 TO A MINIMUM THICKNESS OF 6" ON 2.
ACCORDANCE WITH THE SPECS.
MANNER AS TO MINIMIZE SEGREGATION IN THE WATER COLUMN AND IN
ALONG THE BOTTOM OF SCOUR FEATURE. FA13 SHALL BE PLACED IN A
CONTRACTOR SHALL PLACE IDOT FA13 TO A MINIMUM THICKNESS OF 6" 1.
GENERAL NOTES
LEGEND
A-STONE
IDOT CA2
E W
| 001-487508-WOI#_-Project-487508-OWI_G-001 |
| 002-487508-WOI#_-Project-487508-OWI_G-002 |
| 003-487508-WOI#_-Project-487508-OWI_G-101 |
| 004-487508-WOI#_-Project-487508-OWI_G-102 |
| 005-487508-WOI#_-Project-487508-OWI_C-101 |
| 006-487508-WOI#_-Project-487508-OWI_C-102 |
| 007-487508-WOI#_-Project-487508-OWI_C-201 |
| 008-487508-WOI#_-Project-487508-OWI_C-202 |
| 009-487508-WOI#_-Project-487508-OWI_C-203 |
| 2024-01-05T09:42:34-0600 | |
| OSTRUM.ZACHARY.AARON.1609830766 |
| 2024-01-08T08:00:30-0600 | |
| GROBOSKI.JOHN.A.JR.1249715510 |
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