H01-17-R-0019-Grand_Tower_Plans_Advertised_2017_02_16.pdf
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- GRAND TOWER PL 84-99
- Solicitation number
- W912P917R0019
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®of Engineers
US Army Corps
N
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US Army Corps
Solicitation: W912P9-17-R-0019
Contract: W912P9-XX-X-XXXX
LEVEE REPAIRS
PL84-99 2015 FLOOD RECOVERY
UPPER MISSISSIPPI RIVER
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
JACKSON COUNTY, ILLINOIS
J A
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IL
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DISTRICT
GRAND TOWER DRAINAGE & LEVEE
G R
A N
D T
O W
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E V
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T R
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FEBRUARY 2017
/2
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GENERAL
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 IGT -
TYPICAL REPAIR SECTIONSC-301
CIVIL
C-302
X-701
NORTH ARROW
INDICATES TRUE NORTH
N
LIMITS OF WORK
FILL
CUT
ROADS
LEVEE CENTERLINE
RESOURCE
P L -9
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G-002
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
C-101
C-102
C-103
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
LANDSIDELS
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
MISSISSIPPI RIVER CHESTER HYDROGRAPH 2001-2016
M -G
T -0
G -0
IN
D .d g n
GRAND TOWER REPAIR LOCATION 1
GRAND TOWER REPAIR LOCATION 2
GRAND TOWER REPAIR LOCATION 3
C-303 TYPICAL REPAIR SECTIONS
E R
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INDEX, GENERAL SYMBOLS, GENERAL NOTES & ABBREVIATIONS
GRAND TOWER PROJECT LOCATION MAP
GT-01-16L TYPICAL REPAIR SECTIONS
G R
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618-697-1298
GRAND TOWER, IL 62942
6455 HIGHWAY 3
GRAND TOWER: ROGER CAUNESS
MITIGATION OF THE PRESENCE OF BATS OR HABITAT.
TIME REQUIRED FOR PERFORMANCE OF ANY PART OF THE WORK ARISING FROM GOVERNMENT
EQUITABLE ADJUSTMENT IN PERFORMANCE TIME WILL BE MADE FOR ANY INCREASE IN THE
BATS OR HABITAT ARE DISCOVERED. IN THE EVENT BATS OR HABITAT ARE DISCOVERED, AN
BAT HABITAT SURVEY IS PERFORMED BY A MULTI-AGENCY ENVIRONMENTAL TEAM AND NO
BY THE CONTRACTING OFFICER MAY BE GRANTED AFTER THE COMPLETION OF AN INDIANA
SEPTEMBER UNLESS OTHERWISE APPROVED BY THE CONTRACTING OFFICER. APPROVAL
HEIGHT SHALL NOT BE PERFORMED DURING THE PERIOD BETWEEN 1 APRIL AND 30
E. INDIANA BAT HABITAT. CLEARING OF TREES GREATER THAN 9 INCH DIAMETER AT BREAST
SECTION 01 15 00.
TRAVERSING THE LEVEE THE CONTRACTOR SHALL RESTORE THE AREAS AS SPECIFIED IN
D. IF THE CONTRACTOR UTILIZES THE NOTCH MATERIAL TO CONSTRUCT RAMPS FOR
LOCAL CONTACT IS CHAD DEATON, 618-499-7023.
MADE WITH THE LOCAL U.S. FOREST SERVICE REPRESENTATIVE TO IDENTIFY CLEARING LIMITS.
C. PRIOR TO TREE REMOVAL OR CLEARING OF LANDSIDE SLIDES, COORDINATION SHALL BE
INFORMATION PROVIDED BELOW:
COORDINATE ACCESS ONTO THE LEVEE WITH THE LEVEE DISTRICT AT THE CONTACT
ADVANCE NOTICE PRIOR TO COMMENCEMENT OF ANY WORK. THE CONTRACTOR SHALL ALSO
B. THE CONTRACTOR SHALL PROVIDE THE LEVEE DISTRICT A MINIMUM OF FORTY EIGHT HOURS
THREE (3) CALENDAR DAYS.
DEPENDENT ON THE AMOUNT THAT CAN BE RESTORED TO ORIGINAL PROTECTION LEVELS IN
LEVEE SLIDE REPAIR WORK AT ONE TIME, AS APPROVED BY THE CONTRACTING OFFICER,
MAINTAIN THE FLOOD PROTECTION SYSTEM. THE CONTRACTOR MAY ONLY DO AN AMOUNT OF
PRIORITIZE WORK OPERATIONS AND CEASES CERTAIN OPERATIONS IN ORDER TO RESTORE OR
DIRECT THE CONTRACTOR TO PERFORM WORK ON A GREATER THAN 40 HOUR PER WEEK BASIS,
RIVER STAGES AS A BASIS, THE CONTRACTING OFFICER RESERVES THE RIGHT TO IMMEDIATELY
CONSTRUCTION. IF A FLOOD EMERGENCY IS EXPECTED AND USING PRESENT AND PREDICTED
OR EFFECTIVELY LOWER THE LEVEL OF FLOOD PROTECTION IN SOME MANNER DURING
SECTION 31 22 23.99 15 OF THE TECHNICAL PROVISIONS WILL PARTIALLY BREACH THE LEVEE SYSTEM OR LEVEES. IT IS ANTICIPATED THAT THE EXCAVATION REQUIREMENTS SPECIFIED IN
REQUIREMENTS OF THIS WORK WILL ADVERSELY AFFECT THE APPLICABLE FLOOD PROTECTION
A. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE FACT THAT CERTAIN PARTS AND
AS DESIRED SUBJECT TO COMPLIANCE WITH THE FOLLOWING PARAGRAPHS:
THE CONTRACTOR MAY START AND COMPLETE THE WORK IN SUCH ORDER AND SEQUENCE
GRAND TOWERGT
LEVEE IDENTIFICATION PIN
/2
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IDENTIFICATION
SHEET
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PROJECT
LOCATION
L/D
L/D
L/D
L/D
SPRINGFIELD
CHESTER
STE.GENEVIEVE
PADUCAHCAIRO
MURPHYSBORO
CARLYLE
VANDALIA
SHELBYVILLE
ST.CHARLES
HERMANN
TROY
HARDIN
HANNIBAL
ST.LOUIS
EAST
ST.LOUIS
HAVANA
PEORIA
NEW
LONDON
KY
M I S S O U R I
JEFFERSON CITY
UNION
ALTONM
I S S
O U
R
I RIVER
UIVR
E
C
MARK TWAIN
LAKE
B O
U
R B
S E
R
E U
MERA
M
. B
I
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B L
A
K
LAKE
WAPPAPELLO
REND
LAKE
BIG
M
U D
D
Y
OHIO
R
I
VER
K A
S K
A S
K
A
CARLYLE
LAKE
LAKE
SHELBYVILLE
RI
VER
I L L I
N O I S
M I S S I S S I P P I
R.
AL
D
M
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S
R I
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R
S T
RIVE
R
M I S S
I S
SIPPI
R I
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T
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A1
PROJECT LOCATION MAP
SCALE 1" = 3000'
C4
VICINITY MAP
SCALE: NTS
POWER PLANT
GRAND TOWER
M
IS
S
IS
S
IP
P I
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IV
E R
IL-RT-3
TOWER ISLAND CHUTE
B
IG
M
U D
D Y R
IV
E R
R A
IL
R O
A D
F L
O W
F L O
W
PIPELINE
0 3000' 6000'
SCALE: 1" = 3000'
M
IC
H A
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H A
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S P .E
P L -9
F
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P
EXISTING LEVEE CL
A
IL
R O
A D
IL-RT-3
MUNTZ RD
CEMETARY RD
KINGS FERRY RD
ELLIOT RD
RATTLESNAKE RD
POW
ERLI
NE
POWERLINE
OAKWOOD BOTTOMS RD
J A
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S O
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IL
L
IN
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M -G
T -0
G -0
V
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P R
O J E
C T L
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N M
A P
IOWA
I L L I N O I S
LEGEND
DISTRICT BOUNDARIES
NORTH
PLAN
NORTH
PLAN
SITE 1 (SEE SHEET C-101)
SITE 2 (SEE SHEET C-102)
SITE 3 (SEE SHEET C-103)
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IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
0+00
20+00
40+00
60+00
115+00
140+00
165+00
190+00
215+00
240+00
265+00
290+00
315+00
340+00
365+00
390+00
415+00
440+00
465+00
490+00
515+00
540+00
565+00
590+00
615+00
640+00
665+00
690+00
715+00
740+00
765+00
790+00
815+00
840+00
865+00
890+00
915+00
940+00
G
A N
D T
O W
E R
MISSISSIPPI RIVER
0 1000' 2000'
LEVEE CENTERLINE
SCALE: 1" = 1000'
FLOW
GT-07-15R
POWER P
LANT
POINT EASTING (X) NORTHING (Y)
POINTS
SURVEY FEET
COORDINATE SYSTEM: STATE PLANE ILLINOIS WEST, NAD83,
GT-07-15R
GT-07-15R
2486585.81 358217.82
2487139.80 358569.79
2486999.85 357808.84
2486987.14 357740.01
W P -1
-R -0
M
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C-101
W P -X
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P I
P L -9
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U .S
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P S O
F E
N G
IN
E E
R S
PIPELINE
3RD ST EXT
POWER PLANT ROAD
IL RT-3
20TH STREET
BRUNKHORTS AVE
FRONT ST
UPPER CHUTE RD
GRAND TOWER RD
25TH AVE
J A
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S O
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IL
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C -1
P
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GENERAL NOTES
N O
R T
H
A1
REPAIR LOCATION MAP
SCALE 1" = 1000'
G R
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P A
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GT-01-16L
GT-01-16L
GT-01-16L (SEE SHEET 302)
APPROXIMATE LOCATION OF EXISTING KINDER MORGAN PIPELINE
618-420-6082 (C)
KINDER MORGAN
OPERATIONS SUPERVISOR
AARON HOERCHLER
IN ADVANCE OF STARTING SLIDE REPAIR GT-01-16L.
6. CONTRACTOR TO NOTIFY PIPELINE COMPANY 48 HOURS
5. SEE SHEET C-301 FOR SLIDE REPAIR TYPICAL SECTION.
APPROXIMATE ONLY.
THEREFORE, LOCATIONS ARE NOT PRECISE. THEY ARE
4. COORDINATES WERE TAKEN BY HAND HELD GPS DEVICE:
NAD 83, U.S. FEET
3. COORDINATES ARE IN ILLINOIS WEST STATE PLANE,
DISTURBED OR DAMAGED.
SAME AS IN NOTE 1. NO TREES OR VEGETATION SHOULD BE
WORK AREA. RIVERSIDE CONSTRUCTION LIMITS ARE THE
LAND SIDE, THE CONTRACTOR WILL USE RIVERSIDE AS
AND THERE IS INADEQUATE ROOM FOR WORK AREA ON
2. IF TREE LINE IS WITHIN THE 20' CONSTRUCTION LIMIT
APPROVED BY THE CONTRACTING OFFICER REPRESENTATIVE.
PRIOR TO START OF REPAIR, REPAIR AREA NEEDS TO BE
DOWNSTREAM OF THE FURTHEST DOWNSTREAM REPAIR AREA.
UPSTREAM REPAIR AREA AND THE REPAIR AREA EXTENDS 500'
THE REPAIR AREA EXTENDS 500' UPSTREAM OF THE FURTHEST
LEVEE CENTERLINE. IN THE EVENT REPAIR AREAS OVERLAP,
500' DOWNSTREAM OF THE REPAIR AREA FOLLOWING THE
THE REPAIR ALONG THE LEVEE SHALL BE 500' UPSTREAM AND
LEVEE TOE OPPOSITE OF THE REPAIR SIDE. THE LENGTH OF
OUTWARD FROM THE LEVEE TOE ON THE REPAIR SIDE TO THE
1. WIDTH OF CONSTRUCTION LIMITS SHALL EXTEND 20'
G R
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IDENTIFICATION
SHEET
D A
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A P
P R
®of Engineers
US Army Corps
0+00
60+00
68+61
68+61
BIG M
UDDY RIVER
RAILROAD
FLOW
0 1000' 2000'
LEVEE CENTERLINE
SCALE: 1" = 1000'
GT-01-14R
GT-01-15L & GT-02-15L
GT-08-15L
GT-09-15R
GT-03-14L
IL-RT-3
TOWER ISLAND CHUTE
POINT EASTING (X) NORTHING (Y)
POINTS
SURVEY FEET
COORDINATE SYSTEM: STATE PLANE ILLINOIS WEST, NAD83,
GT-03-14L
GT-03-14L
GT-09-15R
GT-09-15R
GT-08-15L
GT-08-15L
GT-01-14R
GT-01-14R
2503461.77 348210.65
2503500.10 348302.18
2503330.68
2503368.81 347893.14
2503205.62 347318.43
2503229.08 347406.72
2503050.65
2503057.88 346057.63
2503011.45 345723.49
2503025.25 345872.85
2502873.70 344419.49
2502918.83 344735.94
2497758.14 327467.22
2497829.78 327500.16
W P -1
-R -0
E M
P B J
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C-102
W P -X
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P S O
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IP
P I
P L -9
F
L O
O D R
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A
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S
GT-01-15L/GT-02-15L
GT-01-15L/GT-02-15L
ARE OPTIONAL
* SLIDES WITH ASTERISK
GT-02-16R
ELLIOT RD
KINGS FERRY RD
E CEMETARY RD
RAILROAD CROSSING
MUNTZ RD
LOWER CHUTE RD
GRAVITY DRAIN
HIGHLINE RD
U P P
E R C
H U
T E R
D
GRAND TOWER RD
5. SEE SHEET C-301 FOR SLIDE REPAIR TYPICAL SECTION.
APPROXIMATE ONLY.
THEREFORE, LOCATIONS ARE NOT PRECISE. THEY ARE
4. COORDINATES WERE TAKEN BY HAND HELD GPS DEVICE:
NAD 83, U.S. FEET
3. COORDINATES ARE IN ILLINOIS WEST STATE PLANE,
DISTURBED OR DAMAGED.
SAME AS IN NOTE 1. NO TREES OR VEGETATION SHOULD BE
WORK AREA. RIVERSIDE CONSTRUCTION LIMITS ARE THE
LAND SIDE, THE CONTRACTOR WILL USE RIVERSIDE AS
AND THERE IS INADEQUATE ROOM FOR WORK AREA ON
2. IF TREE LINE IS WITHIN THE 20' CONSTRUCTION LIMIT
APPROVED BY THE CONTRACTING OFFICER REPRESENTATIVE.
PRIOR TO START OF REPAIR, REPAIR AREA NEEDS TO BE
DOWNSTREAM OF THE FURTHEST DOWNSTREAM REPAIR AREA.
UPSTREAM REPAIR AREA AND THE REPAIR AREA EXTENDS 500'
THE REPAIR AREA EXTENDS 500' UPSTREAM OF THE FURTHEST
LEVEE CENTERLINE. IN THE EVENT REPAIR AREAS OVERLAP,
500' DOWNSTREAM OF THE REPAIR AREA FOLLOWING THE
THE REPAIR ALONG THE LEVEE SHALL BE 500' UPSTREAM AND
LEVEE TOE OPPOSITE OF THE REPAIR SIDE. THE LENGTH OF
OUTWARD FROM THE LEVEE TOE ON THE REPAIR SIDE TO THE
1. WIDTH OF CONSTRUCTION LIMITS SHALL EXTEND 20'
ACCESS IS LIMITED DUE TO LEVEE ROAD BEING CLOSED.
SLIPLINED GRAVITY DRAIN UNDER CONSTRUCTION.
J A
C K
S O
N C
O U
N T
Y
IL
L
IN
O
IS
M -G
T -0
C -1
P
L N .d g n
347766.50
345973.60
2503065.32 345084.32
2503066.58 345149.16
GT-20-16R
GT-20-16R
GT-20-16R
GENERAL NOTES
A1
REPAIR LOCATION MAP
SCALE 1" = 1000'
N O
R T
H
G R
A N
D T
O W
E R
R E
P A
IR
L
O C
A T
IO
N
E R
IC
M P
IE
L
* GT-02-14R
* GT-02-14R
GT-02-16R
GT-02-16R
* GT-02-14R
G R
A N
D T
O W
E R L
E V
E E D
IS
T R
IC
T
M -G
T -0
/2
S O
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
®of Engineers
US Army Corps
360+00
370+00
380+00
390+0
400+00
410+00
420+00
430+00
+00
0+
0+
0+
0+
0+
BIG M
UDDY RIVER
RAILROAD
FLOW
0 1000' 2000'
LEVEE CENTERLINE
SCALE: 1" = 1000'
GT-04-14L
GT-05-14R & GT-03-15R
GT-10-15L
GT-06-14R
GT-07-14R
GT-08-14R
GT-04-15L
GT-05-15L
GT-06-15R
POINT EASTING (X) NORTHING (Y)
POINTS
SURVEY FEET
COORDINATE SYSTEM: STATE PLANE ILLINOIS WEST, NAD83,
GT-04-14L
GT-04-14L
GT-10-15L
GT-10-15L
GT-06-14R
GT-06-14R
GT-07-14R
GR-07-14R
GT-08-14R
GT-08-14R
GT-04-15L
GT-04-15L
GT-05-15L
GT-05-15L
GT-06-15R
GT-06-15R
2506252.99 356310.07
2506292.97 356454.09
2506375.24 356683.22
2506407.04 356798.93
2506670.41 357752.07
2506709.29 357896.94
2507550.77 361316.66
2507562.68 361405.87
2507648.65 362182.53
2507655.42
2507634.73 363245.71
2507634.27 363385.68
2507613.69 364394.13
2507611.73 364504.13
2507608.73 364629.91
2507608.73 364793.91
2507504.58 371610.01
2507506.54 371800.01
2507420.79 373347.56
2507396.53 373465.08
2507374.42 373470.45
2507357.60 373543.53
2507200.13 374271.95
2507193.01 374451.81
2506131.19 355854.02
2506161.47 355959.77
2506579.54 357418.68
2506636.45 357631.19
2507569.16 361458.49
2507581.99
2507645.46 363890.36
2507640.31 364010.25
2507633.81
2507630.24 364528.66
2507629.90 364583.25
2507629.90
2507590.94 365260.89
2507592.90 365350.89
2507588.13 365572.46
2507587.32 365751.56
2507552.96 368796.07
2507549.51 368971.04
W P -1
-R -0
M
IC
H A
E L V
H A
N K
S P .E
E M
P B J
D
C-103
W P -X
A N
S I
D
:1
S T L
O U
IS
D
IS
T R
IC
T
U P
P 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
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
GT-05-14R/GT-03-15R
GT-05-14R/GT-03-15R
DG-03-15L
DG-03-15L
GT-03-16L
GT-04-16R
GT-06-16R
GT-07-16L
GT-08-16L
GT-09-16L
GT-10-16L
GT-11-16L
GT-16-16L
GT-18-16R
GT-19-16L
DG-03-15L
REPLACED AFTER CONSTRUCTION
GUARDRAIL TO BE REMOVED AND
P O
W E
R L
IN
E
OAKWOOD BOTTOMS ROAD
P O
W E
R L
IN
E
GRAVITY DRAIN
TO IL-RT-3
P O
W E
R L
IN
E
OAKWOOD BOTTOMS ROAD
5. SEE SHEET C-301 FOR SLIDE REPAIR TYPICAL SECTION.
APPROXIMATE ONLY.
THEREFORE, LOCATIONS ARE NOT PRECISE. THEY ARE
4. COORDINATES WERE TAKEN BY HAND HELD GPS DEVICE:
NAD 83, U.S. FEET
3. COORDINATES ARE IN ILLINOIS WEST STATE PLANE,
DISTURBED OR DAMAGED.
SAME AS IN NOTE 1. NO TREES OR VEGETATION SHOULD BE
WORK AREA. RIVERSIDE CONSTRUCTION LIMITS ARE THE
LAND SIDE, THE CONTRACTOR WILL USE RIVERSIDE AS
AND THERE IS INADEQUATE ROOM FOR WORK AREA ON
2. IF TREE LINE IS WITHIN THE 20' CONSTRUCTION LIMIT
APPROVED BY THE CONTRACTING OFFICER REPRESENTATIVE.
PRIOR TO START OF REPAIR, REPAIR AREA NEEDS TO BE
DOWNSTREAM OF THE FURTHEST DOWNSTREAM REPAIR AREA.
UPSTREAM REPAIR AREA AND THE REPAIR AREA EXTENDS 500'
THE REPAIR AREA EXTENDS 500' UPSTREAM OF THE FURTHEST
LEVEE CENTERLINE. IN THE EVENT REPAIR AREAS OVERLAP,
500' DOWNSTREAM OF THE REPAIR AREA FOLLOWING THE
THE REPAIR ALONG THE LEVEE SHALL BE 500' UPSTREAM AND
LEVEE TOE OPPOSITE OF THE REPAIR SIDE. THE LENGTH OF
OUTWARD FROM THE LEVEE TOE ON THE REPAIR SIDE TO THE
1. WIDTH OF CONSTRUCTION LIMITS SHALL EXTEND 20'
J A
C K
S O
N C
O U
N T
Y
IL
L
IN
O
IS
M -G
T -0
C -1
P
L N .d g n
364660.20
364378.70
361577.80
362301.90
GENERAL NOTES
N O
R T
H
A1
REPAIR LOCATION MAP
SCALE 1" = 1000'
G R
A N
D T
O W
E R
R E
P A
IR
L
O C
A T
IO
N
GT-19-16L
GT-19-16L
GT-18-16R
GT-18-16R
GT-16-16L
GT-16-16L
GT-11-16L
GT-11-16L
GT-10-16L
GT-10-16L
GT-09-16L
GT-09-16L
GT-08-16L
GT-08-16L
GT-07-16L
GT-07-16L
GT-06-16R
GT-06-16R
GT-04-16R
GT-04-16R
GT-03-16L
GT-03-16L
E R
IC
M P
IE
L G
R A
N D T
O W
E R L
E V
E E D
IS
T R
IC
T
M -G
T -0
/2
S O
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
®of Engineers
US Army Corps
P -1
-R -0
E M
P B J
D
C-301
W P -X
A N
S I
D
:1
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
M
IC
H A
E L V
H A
N K
S P
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
J A
C K
S O
N C
O U
N T
Y
IL
L
IN
O
IS
U P
P E
R M
IS
S
IS
S
IP
P I
NOT TO SCALE
TYPICAL SLIDE REPAIR - CROWN & LEVEE SLOPE
NOT TO SCALE
SLIDE REPAIR SECTION - LEVEE SLOPE ONLY
NOT TO SCALE
SLIDE REPAIR SECTION - CROWN & LEVEE SLOPE
TYPICAL SLIDE REPAIR - LEVEE SLOPE ONLY
PLAN
PLAN
LEVEE
C/L
V A
R
IE
S H
E
IG
H T
L E
V E
E
10' 2'
LEVEE TOE
1V:1.5H SLOPE
EXCAVATED AREA
INITIALLY
1V:1H SLOPE
(V A
R
IE
S
H E
IG
H T
L E
V E
E
10' 4'
LEVEE TOE
1V
ON V
ARRIE
S
1V:1.5H SLOPE
EXCAVATED AREA
INTIALLY
1V:1H SLOPE
LEVEE
C/L
T Y
P
IC
A L S
E C
T
IO
N S
A1
C-301
1V
ON V
ARRIE
S
C1
A1 A3
C3
A3
C-301
TO AVOID DAMAGING EXISTING TREES.
REPRESENTATIVE, THE 10' DIMENSION MAY BE SHORTNED
1. AT THE DISCRETION OF THE CONTRACTING OFFICER
GENERAL NOTES
(TYP.)
L E
V E
E
/L
TOE OF LEVEE
CROWN OF LEVEE
TOE OF LEVEE
AREA
SLIDE
OF SLIDE
10' FROM EDGE
TRENCH
INSPECTION
INITIALLY EXCAVATED AREA
TOE OF LEVEE
L E
V E
E
(TYP.)
TOE OF LEVEE
TRENCH
INSPECTION
INITIALLY EXCAVATED AREA
SEE SPEC SECTION 31 22 23.99
APPROXIMATE LENGTH SEE SPEC SECTION 31 22 23.99
APPROXIMATE LENGTH
M -G
T -0
C -3
T
Y P .d g n
V O
N V
A R
R
IE
S
V O
N V
A R
R
IE
S
V O
N V
A R
R
IE
S
V O
N V
A R
R
IE
S
E R
IC
M P
IE
L G
R A
N D T
O W
E R L
E V
E E D
IS
T R
IC
T
M -G
T -0
/2
S O
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
P B J
D
C-302
W P -X
A N
S I
D
:1
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
M
IC
H A
E L V
H A
N K
S P
J A
C K
S O
N C
O U
N T
Y
IL
L
IN
O
IS
W P -1
-R -0
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
U P
P E
R M
IS
S
IS
S
IP
P I
M -G
T -0
C -3
T
Y P .d g n
NOT TO SCALE
(V A
R
IE
S
H E
IG
H T
L E
V E
E
LEVEE TOE
LEVEE
C/L
SLIDE REPAIR SECTION - PIPELINE CROSSING
A2
EXISTING LEVEE GRADE
4'
10'
V O
N
H
V O
N
H
NOT TO SCALE
TOE OF LEVEE
L E
V E
E
(TYP.)
TOE OF LEVEE
TRENCH
INSPECTION
INITIALLY EXCAVATED AREA
PLAN
SEE SPEC SECTION 31 22 23.99
APPROXIMATE LENGTH
C2
A2
C-302
GAS PIPELINE
GAS PIPELINE
EXISTING PIPELINE OVERBUILD GRADE
NEW LEVEE DESIGN GRADE
(SEE NOTE 3)
INITIALLY EXCAVATED AREA
15' +/- APPROX (SEE NOTE 6)
TYPICAL SLIDE REPAIR - PIPELINE CROSSING
1V
ON 3
H±
1V
ON 3
H±
S L
ID
E G
T -0
-1
L
T Y
P
IC
A L S
E C
T
IO
N
E R
IC
M P
IE
L
GENERAL SHEET NOTES
WITH ALL LOCAL, STATE, AND FEDERAL LAWS.
HAULED OFFSITE AND DISPOSED OF IN ACCORDANCE
ALL EXCAVTED MATERIAL FOR SLIDE GT-01-16L TO BE8.
MECHANICALLY TAMPED.
DIRECTIONS SHALL BE COMPACTED BY HAND AND/OR
COMPANY BACKFILL WITHIN 5' OF THE PIPELINE IN ALL
UNLESS OTHERWISE APPROVED BY THE PIPELINE 7.
BORROW MEETING REQUIRED SPECIFICATIONS.
EXCAVATED SLIDE MATERIAL SHALL BE COMMERCIAL
MATERIAL TO FLATTEN THE SLOPE AND REPLACE
LIMITS OF THE NEW DESIGN LEVEE SLOPE. THE
THE CONTRACTING OFFICER WILL DETERMINE THE 6.
COMPANY.
EQUIPTMENT CROSSING THE PIPELINE WITH PIPELINE
CONTRACTOR TO COODINATE RESTRICTIONS ON ANY5.
NON-MECHANICAL EQUIPTMENT.
EXCAVATED THROUGH MANUAL DIGGING, UTILTIZING
EXCAVATION WITHIN 24" OF THE PIPELINE MUST BE4.
SLIDE SLOPE FAILURE.
THE EXISTING PIPELINE OVERBUILD GRADE PRIOR TO THE
TOP OF PIPELINE IS ESTIMATED TO BE 3.5'-4' BELOW
SURFACE BUT NOT TO EXCEED THE TOP OF THE PIPELINE.
EXCAVATION LIMITS TO EXTEND BELOW THE FAILURE3.
SITE DURING ANY EXCAVATION AROUND PIPELINE.
REPRESENTATIVE OF PIPELINE COMPANY WILL BE ON2.
618-420-6082 (C)
KINDER MORGAN
OPERATIONS SUPERVISOR
AARON HOERCHLER
IN ADVANCE TO STARTING SLIDE REPAIR GT-01-16L.
CONTRACTOR TO NOTIFY PIPELINE COMPANY 48 HOURS1.
G R
A N
D T
O W
E R L
E V
E E D
IS
T R
IC
T
M -G
T -0
/2
S O
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
P B J
D
C-303
W P -X
A N
S I
D
:1
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
M
IC
H A
E L V
H A
N K
S P
SURVEY MONUMENTS TYPICAL DETAIL
12" DIA
3000 PSI CONCRETE
(GOVERNMENT FURNISHED)
SURVEY MONUMENT CAP
EXISTING GROUND
B4
J A
C K
S O
N C
O U
N T
Y
IL
L
IN
O
IS
W P -1
-R -0
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
U P
P E
R M
IS
S
IS
S
IP
P I
T Y
P
IC
A L S
E C
T
IO
N S
NOT TO SCALE
CRUSHED STONE SURFACING DETAIL
C2
ON GEOTEXTILE
STONE SURFACING
6" CRUSHED
MATCH EXISTING
LEVEE CROWN - WIDTH VARIES
M -G
T -0
C -3
T
Y P .d g n
SEE SPECIFICATIONS SECTION 31 22 23.99 15
NOTE:
SLOPE V
ARIE
SLOPE VARIES
R
IC
M P
IE
L G
R A
N D T
O W
E R L
E V
E E D
IS
T R
IC
T
M -G
T -0
/2
S O
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
P -1
-R -0
E M
P B J
D
X-701
W P -X
A N
S I
D
:1
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
U P
P E
R M
IS
S
IS
S
IP
P I
H Y
D R
O G
R A
P H
S
NTS
3. ZERO GAGE DATUM: 341.05 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 - 2016
GENERAL SHEET NOTES
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
JAN
E L E
V A
T
IO
N
E L E
V A
T
IO
N
E L E
V A
T
IO
N
HYDROGRAPHS - MISSISSIPPI RIVER AT CHESTER, IL GAGE (MICH/0109A)
C H
E S
T E
R G
A G
E
-2
E L E
V A
T
IO
N
E L E
V A
T
IO
N
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V A
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N
P L -9
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D .d g n
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M -G
T -0
/2
S O
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N N
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F
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A M
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D W
N B
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C K
D B
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D E
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N E
D B
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D E
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2 3
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4 5
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IDENTIFICATION
SHEET
D A
T E
A P
P R
| M-GT-07_G-001_COV |
| M-GT-07_G-002_IND |
| M-GT-07_G-003_VIC |
| M-GT-07_C-101_PLN |
| M-GT-07_C-102_PLN |
| M-GT-07_C-103_PLN |
| M-GT-07_C-301_TYP |
| M-GT-07_C-302_TYP |
| M-GT-07_C-303_TYP |
| M-GT-07_X-701_HYD |
File details come from the government source that posted it. Updated .