Attachment_2_Columbia_Drawings.pdf
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- Solicitation number
- W912P918R0004
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Attachment 2 Drawings is hereby posted.
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| File | Type | Posted |
|---|---|---|
| W912P918R0004_Amendment_1.pdf | ||
| W912P918R0004.pdf | ||
| Wage_Determination.pdf | ||
| Attachment_2PL8499_Columbia_Specs.pdf | ||
| Attachment_1.pdf |
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Solicitation: W912P9-17-R-XXXX
Contract: W912P9-XX-X-XXXX
LEVEE REPAIRS
PL84-99 2015 FLOOD RECOVERY
LOWER MISSISSIPPI RIVER
P L -9
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COLUMBIA LEVEE DISTRICT
JULY 2017
ST. CLAIR COUNTY, ILLINOIS
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TITLESHT
G-001 COVER SHEET
G-003
DRAWING/DETAIL LOCATION DESIGNATION
DRAWING/DETAIL TITLE
DRAWING NAME
1/8" = 1' 0"
(DRAWN) SHOWN
DRAWING/DETAIL LIMITS
DETAIL DESIGNATION
DESIGNATION
SECTION/DETAIL LOCATION DESIGNATION
SECTION/DETAIL
DESIGNATION
EXTERIOR ELEVATION
BREAK LINE, MATERIAL
TO CONTINUE
REVISION CLOUD
REVISION DESIGNATION
ELEVATION/DETAIL LOCATION DESIGNATION
DETAIL LOCATION DESIGNATION
SIMILAR, OR OPPOSITE HAND
SCALE
SHEET NUMBER DESIGNATION WHERE
X-XXX
NOT USED ON SHEET
SHOWN
SHEET NUMBER DESIGNATION WHERE (DRAWN)
SHOWN
SHEET NUMBER DESIGNATION WHERE (DRAWN)
FIRST REFERENCED
SHEET NUMBER DESIGNATION WHERE
GENERAL SYMBOLS
KEYNOTE
KEYNOTE
GENERAL NOTESINDEX OF DRAWINGS
*LOOKING DOWN STREAM (NORTH TO SOUTH)
DAMAGED AREAS NUMBERED SEQUENTIALLY*
SEQUENCE NUMBER
DAMAGE ON RIVERSIDE* OF LEVEER
DAMAGE ON LANDSIDE* OF LEVEEL
LOCATION RELATIVE TO LEVEE
201313
YEAR DAMAGE OCCURRED
POINTS ARE START/STOP OF REPAIR AREAS
EXPLANATION OF SLIDE IDENTIFICATION NUMBER (D.I.N.)
ABBREVIATIONS
13 L - 0 IME -
CIVIL
C-101
CIVIL
NORTH ARROW
INDICATES TRUE NORTH
N
LIMITS OF WORK
FILL
CUT
ROADS
LEVEE CENTERLINE
R-001
RESOURCE
WATER MAINWM
WOODWD
WIDTHW
UNDERGROUNDUGND
UNLESS NOTED OTHERWISEUNO
TYPICALTYP
TOP AND BOTTOMT&B
STAINLESS STEELSST
SPECIFICATIONSSPEC
SIMILARSIM
SANITARYSAN
RIVERSIDERS
OPPOSITE HANDOH
OUTSIDE FACEOF
ON CENTEROC
NUMBERNO
NEAR FACENF
MISCELLANEOUSMISC
MIRROREDMIRR
MINIMUMMIN
MAXIMUMMAX
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LONGLG
INSIDE FACEIF
HEIGHTHT
HOLLOW METALHM
INSTALLED
GOVERNMENT FURNISHED, CONTRACTOR GFCI
GALVANIZEDGALV
FLARED END SECTIONFES
FLOOR DRAIN FD
FAR FACEFF
EXISTINGEXIST
EACH WAYEW
ELEVATIONEL
EXPANSION JOINTEJ
EACH FACEEF
DRAWINGDWG
DIAMETERDIA
CONTRACTING OFFICERS REPRESENTATIVECOR
CONCRETECONC
CLEAN OUTCO
CONCRETE MASONRY UNITCMU
CORRUGATED METAL PIPECMP
CONSTRUCTION JOINTCJ
CLEARCLR
CURB & GUTTERC&G
CENTER LINEC/L
BOTTOMBOT
BITUMINOUSBITUM
ALUMINUMALUM
ALTERNATE WITHALT W/
APPROXIMATEAPPROX
PROJECT LOCATION AND VICINITY MAP
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PRECISE, THEY ARE APPROXIMATE ONLY.
AERIAL IMAGARY; THEREFORE LOCATIONS ARE NOT
6. LOCATIONS WERE TAKEN FROM HAND HELD GPS, OR FROM
WAS AQUIRED.
5. SITE CONDITIONS HAVE CHANGED SINCE AERIAL IMAGERY
NAD 83, U.S. FEET.
4. COORDINATES ARE IN ILLINOIS WEST STATE PLANE,
EM 385-1-1 REQUIREMENTS.
SHALL BE IN ACCORDNCE WITH OSHA AND
3. ALL WORK AROUND HIGH VOLTAGE POWERLINES
THE CONTRACTOR'S EXPENSE.
NEGLIGENCE. THE DAMAGE SHALL BE REPAIRED AT
EXISTING UTILITIES CAUSED BY THE CONTRACTOR'S
2. CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY
ILLINOIS ONE CALL SYSTEM (JULIE) AT 811.
1. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING
M
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H A
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H A
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S P .E
INDEX, GENERAL SYMBOLS, GENERAL NOTES & ABBREVIATIONS
HYDROGRAPHS ST. LOUIS GAGE 2001-2015
ORDER AND COORDINATION OF WORK
SLIDE IDENTIFICATION
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C-102
FLOOD DAMAGE REPAIR PLAN - DOUBLE GATE
FLOOD DAMAGE REPAIR PLAN - SINGLE GATE
R-101
R-102
R-103
R-104
DOUBLE 60" GRAVITY DRAIN AS-BUILT
SINGLE 60" GRAVITY DRAIN AS-BUILT
DOUBLE 60" GRAVITY DRAIN PLAN
SINGLE 60" GRAVITY DRAIN PLAN
RESTORE THE AREAS AS SPECIFIED IN SECTION 01 15 00.99 15.
CONSTRUCT RAMPS FOR TRAVERSING THE LEVEE, THE CONTRACTOR SHALL
C. IF THE CONTRACTOR UTILIZES AN OPENING OR NOTCH IN THE LEVEE CROWN TO
MBJ221@YMAIL.COM
618-340-5578
CHAIRMAN
MR. BRIAN MEHRTENS
COLUMBIA LEVEE DISTRICT
LEVEE DISTRICT AT THE CONTACT INFORMATION PROVIDED BELOW:
CONTRACTOR SHALL ALSO COORDINATE ACCESS ONTO THE LEVEE WITH THE
EIGHT HOURS ADVANCE NOTICE PRIOR TO COMMENCEMENT OF ANY WORK. THE
B. THE CONTRACTOR SHALL PROVIDE THE LEVEE DISTRICT A MINIMUM OF FORTY
LEVELS IN THREE (3) CALENDAR DAYS.
DEPENDENT ON THE AMOUNT THAT CAN BE RESTORED TO ORIGINAL PROTECTION
SLIDE REPAIR WORK AT ONE TIME, AS APPROVED BY THE CONTRACTING OFFICER,
PROTECTION SYSTEM. THE CONTRACTOR MAY ONLY DO AN AMOUNT OF LEVEE
CEASES CERTAIN OPERATIONS IN ORDER TO RESTORE OR MAINTAIN THE FLOOD
GREATER THAN 40 HOUR PER WEEK BASIS, PRIORITIZE WORK OPERATIONS AND
THE RIGHT TO IMMEDIATELY DIRECT THE CONTRACTOR TO PERFORM WORK ON A
PREDICTED RIVER STAGES AS A BASIS, THE CONTRACTING OFFICER RESERVES
CONSTRUCTION. IF A FLOOD EMERGENCY IS EXPECTED AND USING PRESENT AND
LOWER THE LEVEL OF FLOOD PROTECTION IN SOME MANNER DURING
TECHNICAL PROVISIONS WILL PARTIALLY BREACH THE LEVEE OR EFFECTIVELY
THE EXCAVATION REQUIREMENTS SPECIFIED IN SECTION 31 22 23.99 15 OF THE
APPLICABLE FLOOD PROTECTION SYSTEM OR LEVEES. IT IS ANTICIPATED THAT
PARTS AND REQUIREMENTS OF THIS WORK WILL ADVERSELY AFFECT THE
A. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE FACT THAT CERTAIN
PARAGRAPHS:
SEQUENCE AS DESIRED SUBJECT TO COMPLIANCE WITH THE FOLLOWING
THE CONTRACTOR MAY START AND COMPLETE THE WORK IN SUCH ORDER AND DEMOLITION
D-101 GRAVITY DRAIN GATES DEMO PLAN
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SEE SHEET C-102
N
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4 5
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B
0+00
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0+
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800+00
+00
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1040+11 o
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COLUMBIA EXISTING
GENERAL (VARIES) NOTES
A
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B R
D
L O
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L A S
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R E E
K
DOUBLE GATE GRAVITY DRAIN STRUCTURE
M -C
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C -1
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SCALE 1" = 150'
N
SEE SHEETS R-101 AND R-102 FOR AS BUILT CONDITIONS2.
BE APPROVED BY THE CONTRACTING OFFICER REPRESENTATIVE.
SIDE. PRIOR TO START OF REPAIR, REPAIR AREA NEEDS TO
TO THE EDGE OF LEVEE CROWN OPPOSITE OF THE REPAIR
OUTWARD FROM THE GATE STRUCTURE ON THE REPAIR SIDE
WIDTH OF CONSTRUCTION LIMITS SHALL EXTEND 20' 1.
0 150' 300'
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SHEET
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D
2 3
C
4 5
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B
742+00
743+00
744+00
745+00
746+00
747+00
748+00
749+00
750+00
751+00
752+00
753+00
754+00
755+00
756+00
757+00
758+00
759+00
760+00
761+
LEVEE C/L
COLUMBIA EXISTING
GENERAL (VARIES) NOTES
SINGLE GATE GRAVITY DRAIN STRUCTURE
FOUNTAIN CREEK
MILES RD
FOUNTAIN RD
L E
V E
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D
M -C
O L -1
C -1
P
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SEE SHEETS R-103 AND R-104 FOR AS BUILT CONDITIONS2.
BE APPROVED BY THE CONTRACTING OFFICER REPRESENTATIVE.
SIDE. PRIOR TO START OF REPAIR, REPAIR AREA NEEDS TO
TO THE EDGE OF LEVEE CROWN OPPOSITE OF THE REPAIR
OUTWARD FROM THE GATE STRUCTURE ON THE REPAIR SIDE
WIDTH OF CONSTRUCTION LIMITS SHALL EXTEND 20' 1.
0 150' 300'
N
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SCALE 1" = 150'
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SHEET KEYNOTES
G R
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ITEMS TO BE REMOVED
C1
DOUBLE GRAVITY DRAIN DEMO
LONG SLASH PUMP STATION
NTS
C3
SINGLE GRAVITY DRAIN DEMO
STA. 899+67
NTS
S J
K
K E
L S
E Y S
T A
G G
S
M -C
O L -1
APPURTENANCES WITH NEW ACCORDING TO SPECS.
FEDERAL REGULATIONS. REPLACE SLIDE GATE AND
AND DISPOSED OF ACCORDING TO LOCAL, STATE, AND
2. SLIDE GATE, STEM, FRAME, AND GUIDES TO BE REMOVED
REPLACE OPERATOR WITH NEW ACCORDING TO SPECS.
BECOME THE PROPERTY OF COLUMBIA LEVEE DISTRICT.
COLUMBIA LEVEE DISTRICT. GATE OPERATOR IS TO
1. COORDINATE GATE OPERATOR REMOVAL WITH
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A M
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D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
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C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
JAN FEBMARAPRMAYJUN JULAUG SEPOCTNOVDEC
JAN FEBMARAPRMAYJUN JULAUG SEPOCTNOVDEC
JAN FEBMARAPRMAYJUN JULAUG SEPOCTNOVDEC
JAN FEBMARAPRMAYJUN JULAUG SEPOCTNOVDEC
JAN FEBMARAPRMAYJUN JULAUG SEPOCTNOVDEC
JAN FEBMARAPRMAYJUN JULAUG SEPOCTNOVDEC
JAN FEBMARAPRMAYJUN JULAUG SEPOCTNOVDEC
JAN FEBMARAPRMAYJUN JULAUG SEPOCTNOVDEC
JAN FEBMARAPRMAYJUN JULAUG SEPOCTNOVDEC
JAN FEBMARAPRMAYJUN JULAUG SEPOCTNOVDEC
JAN FEBMARAPRMAYJUN JULAUG SEPOCTNOVDEC
JAN FEBMARAPRMAYJUN JULAUG SEPOCTNOVDEC
JAN FEBMARAPRMAYJUN JULAUG SEPOCTNOVDEC
JAN FEBMARAPRMAYJUN JULAUG SEPOCTNOVDEC
JAN FEBMARAPRMAYJUN JULAUG SEPOCTNOVDEC
NTS
3. ZERO GAGE DATUM: 379.94 NGVD.
GEODECTIC VERTICAL DATUM OF 1929 (NGVD).
2. ELEVATIONS IN HYDROGRAPHS REFER NATIONAL
1. BREAKS IN HYDROGRAPH INDICATE NO DATA AVAILABLE.
LEGEND
PERIOD OF RECORD 2001 - 2015
GENERAL SHEET NOTES
E L E
V A
T
IO
N
E L E
V A
T
IO
N
E L E
V A
T
IO
N
425425
E L E
V A
T
IO
N
425425
E L E
V A
T
IO
N
425425
E L E
V A
T
IO
N
HYDROGRAPHS - MISSISSIPPI RIVER AT ST. LOUIS (MISL)
M -C
O L -1
R -0
.d g n
IC
H A
E L V
H A
N K
S P .E
B R
E N
T O
N C
B A
R K
L E
Y
M -C
O L -1
B C
B
R-001
A N
S I
D
S T L
O U
IS
D
IS
T R
IC
T
S T L
O U
IS
M
IS
S O
U R I
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S T C
L A
IR
C
O U
N T
Y
IL
L
IN
O
IS
W P -1
-R -X
X X
X
C O
L U
M B
IA
L
E V
E E D
IS
T R
IC
T
L O
W E
R M
IS
S
IS
S
IP
P I
P L -9
F
L O
O D R
E C
O V
E R
Y L
E V
E E R
E P
A
IR
S
H Y
R D
O G
R A
P H O
F S
T L
O U
IS
G
A
R-104
-C
O L -1
R -1
P
L N .d g n
B R
A N
D O
N B L E
W
IS
P .E
W P -1
-R -X
X X
X K
L S
S T C
L A
IR
C
O U
N T
Y
IL
L
IN
O
IS
C O
L U
M B
IA
L
E V
E E D
IS
T R
IC
T
P L -9
F
L O
O D R
E C
O V
E R L
E V
E E R
E P
A
IR
S
L O
W E
R M
IS
S
IS
S
IP
P I
R E
F E
R E
N C
E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S T L
O U
IS
D
IS
T R
IC
T
S T L
O U
IS
M
IS
S O
U R I
A N
S I
D
S
IN
G L E
G R
A V
IT
Y D
R A
IN
A
S -B
U
IL
T
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
R-103
-C
O L -1
R -1
P
L N .d g n
S T C
L A
IR
C
O U
N T
Y
IL
L
IN
O
IS
C O
L U
M B
IA
L
E V
E E D
IS
T R
IC
T
P L -9
F
L O
O D R
E C
O V
E R
Y L
E V
E E R
E P
A
IR
S
L O
W E
R M
IS
S
IS
S
IP
P I
R E
F E
R E
N C
E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S T L
O U
IS
D
IS
T R
IC
T
S T L
O U
IS
M
IS
S O
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B R
A N
D O
N B L E
W
IS
P .E
A N
S I
D
W P -1
-X
X X
X K
L S
S
IN
G L E
G R
A V
IT
Y D
R A
IN
A
S -B
U
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
R-102
O
L U
M B
IA
L
E V
E E D
IS
T R
IC
T
P L -9
F
L O
O D R
E C
O V
E R
Y L
E V
E E R
E P
A
IR
S
L O
W E
R M
IS
S
IS
S
IP
P I
R E
F E
R E
N C
E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S T L
O U
IS
D
IS
T R
IC
T
S T L
O U
IS
M
IS
S O
U R I
M -C
O L -1
R -1
P
L N .d g n
K L S
B R
A N
D O
N B L E
W
IS
P .E
A N
S I
D
W P -1
-X
X X
X
S T C
L A
IR
C
O U
N T
Y
IL
L
IN
O
IS
D O
U B
L E
G R
A V
IT
Y D
R A
IN
A
S -B
U
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
S
R-101
L O
W E
R M
IS
S
IS
S
IP
P I
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S T L
O U
IS
D
IS
T R
IC
T
S T L
O U
IS
M
IS
S O
U R I
D O
U B
L E
G R
A V
IT
Y D
R A
IN
A
S -B
U
IL
T
M -C
O L -1
R -1
P
L N .d g n
C O
L U
M B
IA
L
E V
E E D
IS
T R
IC
T
P L -9
F
L O
O D R
E C
O V
E R
Y L
E V
E E R
E P
A
IR
S
M A
D
IS
O N S
T C
L A
IR
C
O U
N T
IE
S
IL
L
IN
O
IS
B R
A N
D O
N B L E
W
IS
P .E
A N
S I
D
W P -1
-X
X X
X
R E
F E
R E
N
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
| M-COL-11_G-001 |
| M-COL-11_G-002 |
| M-COL-11_G-003 |
| M-COL-11_C-101PLN |
| M-COL-11_C-102PLN |
| M-COL-11_D-101 |
| M-COL-11_R-001 |
| M-COL-11_R-104PLN |
| M-COL-11_R-103PLN |
| M-COL-11_R-102PLN |
| M-COL-11_R-101PLN |
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