A22- W912P624B0006- TJ OBRIEN LOCK SCOUR REPAIR_PLANS.pdf
PDF 18 MB Posted
- Solicitation number
- W912P624B0005
About this file
This notice solicits bids for a scour repair construction project at the T.J. O'Brien Lock and Public Works in Chicago, Illinois. Under the contract, the contractor will be required to place sand, gravel, and stone in the Calumet River around and near the lock and dam to fill existing scour holes. The project involves placement of materials from the water and delivery via water. The solicitation is reserved exclusively for small business concerns with a size standard of $45 million. The estimated cost range for construction is $5-10 million. Bids are due by February 12, 2024. The soliciting agency is the U.S. Army Corps of Engineers, Chicago District.
View the file
Other files
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
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
D S
A
E C
S c re e n F u llS iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:5
:0
/4
/2
T
J O
'B ri e n
N
ID
-O
W I_
G -0
.d g n
A N
S I D
C E
R T
IF
IE
D F
IN
A
L D
O C
U M
E N
T S
R
T A
C O
O K
C O
U N
T Y
IL
S C
O U
R P
R O
T E
C T
IO
N
F Y
T H
O M
A S
J O
’B R
IE
N
L O
C K
A N
D C
O N
T R
O L L
IN
G W
O R
K S
W P
-2
-B
-0
J A
N U
A R
Y
W P
-2
-C
-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
P
R O
J E
C T
I D
F
IL
E N
A M
E
J .D
E
N N
IS
V
E R
S H
E E
T
G-001
J S
U T
T O
N
L
V A
N D
E N
B E
R G
P .E
-O
W I_
G -0
.d g n
-T
B D
A
D U
D E
K
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
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
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
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
Stamp
D S
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
:5
:2
/4
/2
T J O
'B ri e n
N
ID
-O
W I_
G -0
.d g n
A N
S I
D
C E
R T
IF
IE
D F
IN
A
L D
O C
U M
E N
T S
R
O K
C O
U N
T Y
IL
S C
O U
R P
R O
T E
C T
IO
N
F Y
T H
O M
A S
J O
’B R
IE
N
L O
C K
A N
D C
O N
T R
O L L
IN
G W
O R
K S
W P
-2
-B
-0
J A
N U
A R
Y
W P
-2
-C
-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
O
J E
C T
I D
F
IL
E N
A M
E
J .D
E
N
G
N
E R
A L N
O T
E S
L E
G E
N D
S A
N D
S Y
M B
O L S
G-002
J S
U T
T O
N
L
V A
N D
E N
B E
R G
P
-O
W I_
G -0
.d g n
-T
B D
A
D U
D
X# SCALE:
DRAWING AREA TITLE
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
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
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
GENERAL NOTES LEGEND
STORM MANHOLE
WATER MANHOLE
FENCE
WORK LIMITS
STANDARD ABBREVIATIONS
HORIZONTAL & VERTICAL CONTROL POINT
HORIZONTAL CONTROL POINT
STATIONSTA.
DEGREE OF CURVED
DEFLECTION ANGLE
LENGTHL
RADIUSR
CENTER OF CURVATURECC
POINT OF CURVATUREPC
POINT OF ELEVATIONPI
PATTERNS
RAILROAD LINE
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
NOT TO SCALENTS
NORTH AMERICAN VERTICAL DATUMNAVD
NATURAL WATER LINENWL
NATIONAL GEODETIC VERTICAL DATUMNGVD
MONITORING WELLMW
MINIMUMMIN
MANHOLEMH
HORIZONTALH
HIGH WATER ELEVATIONHWL
GRADE AT FOUNDATIONGF
EXTRACTION WELLEN
ELEVATIONELEV
DIGITAL TERRAIN MODELDTM
DIAMETER AT BREAST HEIGHTDBH
DIAMETERDIA.
CORPS OF ENGINEERSCOE
CONTRACTING OFFICER'S REPRESENTATIVECOR
CENTERLINECL
CATCH BASINCB
ARMY CORPS OF ENGINEERSACOE
TREE
TREELINE
TELEPHONE LINE
FUEL OIL SUPPLY
LINE STYLES
SYMBOLS
VERT./HORIZ. ALIGNMENT ABBREVIATIONS
GAS LINE LOW PRESSURE
GAS LINE HIGH PRESSURE
WATER DOMESTIC MAIN
STORM DRAIN
SANITARY WASTE
EDGE OF WATER
-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
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
LAND ACCESS
WATER ACCESS
X-###
X#
X-###
X#
MW
H
W CB
D
W
CB
A1
SCALE: 1' = 100"
SCOUR SITE PLAN
TRAILER PARKING LOT
NORTH
50' 0" 100' 0" 200' 0"0
AREA 'A'
D S
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
:5
:2
/4
/2
T J O
'B ri e n
N
ID
-O
W I_
G -1
.d g n
AREA 'D'
AREA 'E'
AREA 'B'
AREA 'C'
D S
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
:5
:2
/4
/2
T J O
'B ri e n
N
ID
-O
W I_
G -1
.d g n
A N
S I
D
C E
R T
IF
IE
D F
IN
A
L D
O C
U M
E N
T S
R
O K
C O
U N
T Y
IL
S C
O U
R P
R O
T E
C T
IO
N
F Y
T H
O M
A S
J O
’B R
IE
N
L O
C K
A N
D C
O N
T R
O L L
IN
G W
O R
K S
W P
-2
-B
-0
J A
N U
A R
Y
W P
-2
-C
-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
O
J E
C T
I D
F
IL
E N
A M
E
J .D
E
N
O
U R
S
IT
E P
L A
N
G-101
J S
U T
T O
N
L
V A
N D
E N
B E
R G
P
-O
W I_
G -1
.d g n
-T
B D
A
D U
D
MAJOR CONTOURS ARE 5' APART AND MINOR CONTOURS ARE 2' APART.1.
GENERAL NOTES
C-101 C-102
SCOUR LOCATION / WORK LIMITS
LEGEND
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
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
C-202
B1
C-203
G1
C-201
A1
C-202
K1
C-201
H1
X X
X X
X X
X X X X X X X X
X
X
X X
X
X X X X X X X X X
X X X X X X X X X
X
X X X XX
X
X X X X X X X
X X
X X X X X X X
X
X X
X X X X X X X X X X X
X
X
XX
X
X
X
X
X
X
X
X
X
X
FLOW
C A L U M E T R I V E R
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
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
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
:5
:5
/4
/2
T J O
'B ri e n
N
ID
-O
W I_
G -1
.d g n
PROJECT LOCATION
PARKING LOT
A1
SCALE: 1" = 400'
ACCESS ROUTES
A N
S I
D
C E
R T
IF
IE
D F
IN
A
L D
O C
U M
E N
T S
R
O K
C O
U N
T Y
IL
S C
O U
R P
R O
T E
C T
IO
N
F Y
T H
O M
A S
J O
’B R
IE
N
L O
C K
A N
D C
O N
T R
O L L
IN
G W
O R
K S
W P
-2
-B
-0
J A
N U
A R
Y
W P
-2
-C
-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
O
J E
C T
I D
F
IL
E N
A M
E
J .D
E
N
IT
E
P L A
N A
C C
E S
S R
O U
T E
S
G-102
J S
U T
T O
N
L
V A
N D
E N
B E
R G
P
-O
W I_
G -1
.d g n
-T
B D
A
D U
D
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
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
PARKING LOT
PROJECT LOCATION
LAND ACCESS
WATER ACCESS
LEGEND
800'0 400'
SCALE: 1" = 360'
SCOUR AREAS B, D, & E
NORTH
150' 0" 300' 0" 600' 0"0
AREA 'B'
AREA 'D' AREA 'E'
D S
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
:5
:3
/4
/2
T J O
'B ri e n
N
ID
-O
W I_
C -1
.d g n
A N
S I
D
C E
R T
IF
IE
D F
IN
A
L D
O C
U M
E N
T S
R
O K
C O
U N
T Y
IL
S C
O U
R P
R O
T E
C T
IO
N
F Y
T H
O M
A S
J O
’B R
IE
N
L O
C K
A N
D C
O N
T R
O L L
IN
G W
O R
K S
W P
-2
-B
-0
J A
N U
A R
Y
W P
-2
-C
-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
O
J E
C T
I D
F
IL
E N
A M
E
R M
IS
H
R A
P
O
U R
A R
E A
S B
D
E
C-101
J S
U T
T O
N
L
V A
N D
E N
B E
R G
P
-O W
I_ C
-1
.d g n
-T
B D
A
D U
D
LEGEND
SCOUR LOCATION / WORK LIMITS
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
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
C-202
B1
C-203
G1
C-201
A1
M A
T C
H L
IN
E
T O
S H
E E
T C
-1
M A
T C
H L
IN
E
T O
S H
E E
T C
-1
(APPROX. LOCATION) SEPTIC FIELD
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
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
SCALE: 1" = 360'
SCOUR AREAS A & C
NORTH
150' 0" 300' 0" 600' 0"0
AREA 'A'
AREA 'C'
D S
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
:0
:0
/4 /2
T J O
'B ri e n
N
ID
-O
W I_
C -1
.d g n
A N
S I
D
C E
R T
IF
IE
D F
IN
A
L D
O C
U M
E N
T S
R
O K
C O
U N
T Y
IL
S C
O U
R P
R O
T E
C T
IO
N
F Y
T H
O M
A S
J O
’B R
IE
N
L O
C K
A N
D C
O N
T R
O L L
IN
G W
O R
K S
W P
-2
-B
-0
J A
N U
A R
Y
W P
-2
-C
-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
O
J E
C T
I D
F
IL
E N
A M
E
R M
IS
H
R A
P
O
U R
A R
E A
S A
C
C-102
J S
U T
T O
N
L
V A
N D
E N
B E
R G
P
-O W
I_ C
-1
.d g n
-T
B D
A
D U
D
SCOUR LOCATION / WORK LIMITS
LEGEND
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
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
C-202
K1
C-201
H1
M A
T C
H L
IN
E
T O
S H
E E
T C
-1
M A
T C
H L
IN
E
T O
S H
E E
T C
-1
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
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
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
:0
:2
/4 /2
T J O
'B ri e n
N
ID
-O
W I_
C -2
.d g n
6" MIN.
6" MIN.
3' MIN.3' MIN.
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
S I
D
C E
R T
IF
IE
D F
IN
A
L D
O C
U M
E N
T S
R
O K
C O
U N
T Y
IL
S C
O U
R P
R O
T E
C T
IO
N
F Y
T H
O M
A S
J O
’B R
IE
N
L O
C K
A N
D C
O N
T R
O L L
IN
G W
O R
K S
W P
-2
-B
-0
J A
N U
A R
Y
W P
-2
-C
-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
O
J E
C T
I D
F
IL
E N
A M
E
R M
IS
H
R A
P
.E
A R
E A
B
S T
A
A R
E A
A
S T
A
C R
O S
S S
E C
T
IO
N S
C-201
J S
U T
T O
N
L
V A
N D
E N
B E
R G
P
-O W
I_ C
-2
.d g n
-T
B D
A
D U
D
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
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
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
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
:0
:4
/4 /2
T J O
'B ri e n
N
ID
-O
W I_
C -2
.d g n
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
A N
S I
D
C E
R T
IF
IE
D F
IN
A
L D
O C
U M
E N
T S
R
O K
C O
U N
T Y
IL
S C
O U
R P
R O
T E
C T
IO
N
F Y
T H
O M
A S
J O
’B R
IE
N
L O
C K
A N
D C
O N
T R
O L L
IN
G W
O R
K S
W P
-2
-B
-0
J A
N U
A R
Y
W P
-2
-C
-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
O
J E
C T
I D
F
IL
E N
A M
E
R M
IS
H
R A
P
.E
A R
E A
D
S T
A
A R
E A
C
S T
A
C R
O S
S S
E C
T
IO
N S
C-202
J S
U T
T O
N
L
V A
N D
E N
B E
R G
P
-O W
I_ C
-2
.d g n
-T
B D
A
D U
D
STA 31+00
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
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
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
:0
:5
/4 /2
T J O
'B ri e n
N
ID
-O
W I_
C -2
.d g n
5' 0" 10' 0" 20' 0"0
3' MIN.
6" MIN.6" MIN.
R T
IF
IE
D F
IN
A
L D
O C
U M
E N
T S
R
O K
C O
U N
T Y
IL
S C
O U
R P
R O
T E
C T
IO
N
F Y
T H
O M
A S
J O
’B R
IE
N
L O
C K
A N
D C
O N
T R
O L L
IN
G W
O R
K S
W P
-2
-B
-0
J A
N U
A R
Y
W P
-2
-C
-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
O
J E
C T
I D
F
IL
E N
A M
E
R M
IS
H
R A
P
E
A E
C R
O S
S S
E C
T
IO
N
C-203
J S
U T
T O
N
L
V A
N D
E N
B E
R G
P
-O W
I_ C
-2
.d g n
-T
B D
A
D U
D
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
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
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
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 |
File details come from the government source that posted it. Updated .