A22-17-R-0009-00011-Plans.pdf

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G-002.2

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

ABBREVIATIONS

C-101

C-301

CIVIL

NORTH ARROW

INDICATES TRUE NORTH

N

LIMITS OF WORK

FILL

CUT

ROADS

LEVEE CENTERLINE

S-501

PROJECT LOCATION AND VICINITY MAP

G-002

C-302

INDEX, GENERAL SYMBOLS, GENERAL NOTES & ABBREVIATIONS

FLOOD DAMAGE REPAIR PLAN

C-102 FLOOD DAMAGE REPAIR PLAN

C-103 FLOOD DAMAGE REPAIR PLAN

C-104 FLOOD DAMAGE REPAIR PLAN

C-105 FLOOD DAMAGE REPAIR PLAN

*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.)

13 L - 0 ISG2 -

ORDER AND COORDINATION OF WORK

SLIDE & EMBANKMENT REPAIR IDENTIFICATION

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 MISSOURI EAST 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

MISSOURI ONE CALL SYSTEM (DIG RITE) AT 811.

1. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING

*STARTING WEST TO EAST

DAMAGED AREAS NUMBERED SEQUENTIALLY*

SEQUENCE NUMBER

DAMAGE ON RIVERSIDE* OF LEVEER

DAMAGE ON LANDSIDE* OF LEVEEL

LOCATION RELATIVE TO LEVEE (IF NEEDED)

L C 5 - T II - E M B

POINTS ARE START/STOP OF REPAIR AREAS

EXPLANATION OF EMBANKMENT REPAIR NUMBER (D.I.N.)

DAMAGE ON RIVERSIDE* OF LEVEER

DAMAGE ON LANDSIDE* OF LEVEEL

DAMAGE AT CROWN OF LEVEEC

LOCATION RELATIVE TO LEVEE

RUTTINGRUT

EMBANKMENTEMB

DAMAGE CLASSIFICATION

SEE TYPICAL SECTIONS ON DRAWING C-302

TYPE 3T3

TYPE 2T2

TYPE 1T1

DAMAGE TYPE (SUB-CLASSIFICATION)

TYPICAL SLIDE REPAIR SECTIONS

TYPICAL LEVEE EMBANKMENT REPAIR SECTIONS

C-106 FLOOD DAMAGE REPAIR PLAN

C-107 FLOOD DAMAGE REPAIR PLAN

C-303

C-601

TYPICAL LEVEE BREACH REPAIR SECTIONS

C-304

CULVERT INLET & RCP BACKFILL DETAILSC-501

TABLE OF COORDINATES

PIN STE. GENEVIEVE NO. 2

LEVEE IDENTIFICATION

LIMITS OF RIPRAP

WATER MAINWM

WOODWD

WIDTHW

UNDERGROUNDUGND

UNLESS NOTED OTHERWISEUNO

TYPICALTYP

TURFINGTRF

TOP AND BOTTOMT&B

STAINLESS STEELSST

SPECIFICATIONSSPEC

SIMILARSIM

SANITARYSAN

REINFORCED CONCRETE PIPERCP

RIVERSIDERS

POINT OF ENDINGPOE

POINT OF BEGINNINGPOB

POINT OF INTERSECTIONPI

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

RESOURCE

R-001

STRUCTURAL

GRAVITY DRAIN HEADWALL DETAILS

BITUMINOUS SURFACE TREATMENT

TYPICAL EMB-T3-01R & EMB-T3-05C REPAIR SECTIONS &

HYDROGRAPHS CHESTER GAGE 2001-2016 1

PROTECTION.

EMBANKMENT. CONTRACTOR WILL BE REPSONSIBLE FOR DEGRADING INTERIM

PROTECTION IN PLACE ALONG THE LEVEE CENTER LINE, CONSTRUCTED OF

F. AT BREACH 1, THE LEVEE DISTRICT WILL HAVE A TEMPORARY LINE OF

WORK COMPLETED.

EMBANKMENT TYPE I AND TURFING REPAIRS SHALL BE THE 2ND TO LAST ITEMS OF

E. RUTTING REPAIRS SHALL BE THE LAST ITEM OF WORK COMPLETED.

OPERATIONS.

SUBMITTED TO THE GOVERNMENT PRIOR TO COMMENCING ANY EARTHWORK

THE BASELINE SURVEY FOR QUANTITY COMPUTATIONS. THE SURVEY SHALL BE

WHICH EARTH WORK WILL BE PERFORMED. THE TOPOGRAPHIC SURVEY WILL BE

OBTAIN A TOPOGRAPHIC SURVEY OF THE AREAS WITHIN THE BREACH REPAIRS

D. THE FIRST ITEM OF WORK SHALL BE TO LEVEL BREACH SCOUR AREAS AND

RESTORE THE AREAS AS SPECIFIED IN SECTION 01 15 00.99.

CONSTRUCT RAMPS FOR TRAVERSING THE LEVEE THE CONTRACTOR SHALL

C. IF THE CONTRACTOR UTILIZES AN OPENING OR NOTCH IN THE LEVEE CROWN TO

314-640-6793

STE GENEVIEVE, MO 63670

18970 SUGAR BOTTOM RD

CHRIS KERTZ

STE GENEVIEVE LEVEE DISTRICT NO. 2

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 24.99 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

C-108 FLOOD DAMAGE REPAIR PLAN 2

C-306

C-305

BORROW AREA 4 EXCAVATION TYPICAL SECTIONS 2

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®of Engineers

US Army Corps

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G-003.1

LEGEND

PROJECT

LOCATION

DISTRICT BOUNDARIES

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

I L L I N O I S

KY

M I S S O U R I

IOWA

JEFFERSON CITY

R

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

E C

R . B

I

G

R

B L

A C

K R

LAKE

WAPPAPELLO

REND

LAKE

BIG

M

U D

D

Y

R

OHIO

R

I

VER

K A

S K

A S

K I

A

R

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

E S

M O I

N

E

S

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V

E

R

S T

RIVE

R

M I S S

I S

SIPPI

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C4

VICINITY MAP

SCALE: NTS

0 2000' 4000'A3

PROJECT LOCATION MAP

SCALE 1" = 2000'

N

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M

IS

S

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S

IP

P I R

IV

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U S

M O -M

N K

INGS H

WY

K A S

K A S

K

IA

R

IV

E R

50+00

100+

150+00

400+00

CITY OF

STE. GENEVIEVE

VILLAGE OF

KASKASKIA

0+

0+

COTTON WOODS RD

STE GENEVIEVE NO. 2

LEVEE DISTRICT

KASKASKIA ISLAND

LEVEE DISTRICT

PRAIRIE DU ROCHER

LEVEE DISTRICT

LEVEE DISTRICT

STE GENEVIEVE NO. 3

F L O

W

SEE SHEET C-101

SEE SHEET C-102

SEE SHEET C-103

SEE SHEET C-104

SEE SHEET C-105

SEE SHEET C-106

SEE SHEET C-107

F L O

W

KASKASKIA LOCK AND DAM

SEE SHEET C-108

0+00

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C-102.1

POINTS

SURVEY FEET

COORDINATE SYSTEM: STATE PLANE MISSOURI EAST, NAD83,

GENERAL SHEET NOTES

C O

T T

O N W

O O

D S R

D

0 300' 600'

A1

FLOOD DAMAGE REPAIR PLAN

SCALE 1" = 300'

N

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P I R

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STE GENEVIEVE LEVEE DISTRICT NO. 2

CO

TT

O N

W O

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DS

RD

EMB-T3-06LC

EMB-T3-06LC

963717.35

964158.47 774903.57

775198.45

NORTHING (Y)EASTING (X)POINT

LEVEE CENTERLINE

EXISTING STE GENEVIEVE NO. 2

EMB-T3-06LC

EMB-T3-06LC

BREACH REPAIR PLAN

SEE SHEET C-103 FOR

F L O

W

CL1

CL2

CL3

CL4

CL5

CL6

CL7

CL8

CL9

CL10

CL11

CL26

CL27

CL28

CL29

CL30

CL31

CL32

CL33

CL34

CL36

B2

B3

B4

*SEE SHEET C-602 FOR BORROW AND CONSTRUCTION LIMIT

COORDINATES.

USE FIELD ROAD

ACCESS ROAD

T O U

S H

W Y

USE LEVEE CROWN AND RAMPS

ACCESS ROADS

BORROW AREA 4

S L O

P E T

O D

R A

IN

CL19

CL13

S L O

P E T

R

A

IN

CL21

CL20

C O

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D S R

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140+00

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M A

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H L

IN

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E E S

H E

E T C -1

DISPOSAL

AREA

D1 D2

D3

D4

D5 D6

D7

964920.80 774044.98

965168.67 774183.88

965284.12 774141.54

965317.66 774095.84

965395.04 774152.64

965736.74 773687.13

965377.21 773423.22

D1

D2

D3

D4

D5

D6

D7

1. COORDINATES ARE IN MISSOURI EAST STATE PLANE,

NAD 83, U.S. FEET

2. COORDINATES WERE TAKEN BY HAND HELD GPS DEVICE:

THEREFORE, LOCATIONS ARE NOT PRECISE. THEY ARE

APPROXIMATE ONLY.

3. SEE SHEET C-302 FOR LEVEE EMBANKMENT REPAIR TYPICAL

SECTIONS.

4. LOCATIONS OF BORROW AREAS AND DISPOSAL AREA

SHOWN ON DRAWINGS ARE APPROXIMATE. PRIOR TO START OF

EXCAVATION, LIMITS OF BORROW AREA TO BE STAKED IN THE

FIELD BY CONTRACTOR AND APPROVED BY CONTRACTING

OFFICER REPRESENTATIVE.

5. CONTRACTOR TO COORDINATE FINAL GRADING OF ALL

BORROW AREAS WITH LEVEE DISTRICT.

6. SEE SHEET C-305 FOR BORROW AREA 4 REQUIREMENTS AND

TYPICAL EXCAVATION SECTIONS.

LIMITS

CONSTRUCTION

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POINTS

SURVEY FEET

COORDINATE SYSTEM: STATE PLANE MISSOURI EAST, NAD83,

GENERAL SHEET NOTES

A1

FLOOD DAMAGE REPAIR PLAN

SCALE 1" = 80'

0 80' 160'

N

MIS

SIS

SIP

PI

RIV

ER

STE GENEVIEVE LEVEE DISTRICT NO. 2

POINT

EMB-T3-06LC

EMB-T3-06LC

EASTING (X)

963717.35

964158.47

NORTHING (Y)

775198.45

774903.57

965462.19 774351.36

BREACH 1

BREACH 1

964158.47 774903.57

FL

OW

BORROW AREA 4

0 1

P O

B

.0

P O

E

.7

P I S

T A .0

P I S

T A .1

P I S

T A .1

POINT EASTING (X) NORTHING (Y)

POB

LENGTH (FT)AZIMUTH TANGENT (FT)

963710.56 775202.99 123°27'21.4608"

RADIUS (FT)

CURVE 1

CURVE 2

STATION

0+00.00 - - - -

6+24.03 964231.20 774858.96 129°52'25.9755"

7+58.19 774772.93

14+85.10 964940.68 774372.17

33.60300.00 16.82

964334.18 300.00 33.60 16.82

BREACH REPAIR LEVEE C/L

123°27'21.4606"

CURVE 3

19°5'54.9354"

19°5'54.9354"

92°18'59.8847" 6°21'58.3118" 900.00 489.14 250.77

22+20.75 965688.13 774341.93POE - - - - -

POINT EASTING (X) NORTHING (Y)

POB

LENGTH (FT)AZIMUTH TANGENT (FT)

965124.67 774196.79

RADIUS (FT)

CURVE 1

STATION

0+00.00 - - - -

1+08.57 965242.75 774245.59

6+12.60 965262.52 774734.26

34.1530.00 19.20190°59'9.3542"

DITCH & CULVERT C/L

67°32'39.6936"

2°18'59.8847"

- - - -POE -

EMB-T3-06LC

BREACH 1

BREACH 1

DISTRICT NO. 2 CENTERLINE

EXISTING STE GENEVIEVE LEVEE

CONSTRUCTION LIMITS

B O

R R

O W A

R E

A E

X C

A V

A T

IO

N

M

IN

L E

V E

E T

O E T

O

BREACH REPAIR LEVEE C/L

25' R

MATCH EXISTING WIDTH

LEVEE ACCESS ROAD

TO NATURAL GRADE PRIOR TO BREACH REPAIR

EXCAVATE NON-BREACHED SECTION

DEGREE OF

CURVATURE

(ARC)

DEGREE OF

CURVATURE

(ARC)

BORROW AREA 2

LEVEE TOE

LEVEE TOE

LEVEE CROWN

SLOPE TO DRAIN

FILL SCOUR HOLE TO ADJACENT EXISTING GRADE

SLOPE TO DRAIN

FILL SCOUR HOLE TO ADJACENT EXISTING GRADE

EMB-T3-06LC

PO

B STA 0+00.00

POE

STA

6+ .6

NEW 36" RCP PIPE (CLASS V)

TO EXISTING GRADE

REPLACE STONE TO RESTORE BANKLINE

REMOVE AND RETURN TO LEVEE DISTRICT

EXISTING 24" CMP CULVERT

EL 365.76± SEE NOTE 8

INVERT OF EXISTING DITCH

NEW DITCH TO MATCH

NEW CULVERT INVERT TO MATCH INVERT OF EXISTING CULVERT INVERT, EL 362.30±. SEE NOTE 8.

SEE SHEET S-501 FOR HEADWALL DETAILS, SEE NOTE 7

NEW HEADWALL AND FLAPGATE

1. COORDINATES ARE IN MISSOURI EAST STATE PLANE,

NAD 83, U.S. FEET

2. COORDINATES WERE TAKEN BY HAND HELD GPS DEVICE:

THEREFORE, LOCATIONS ARE NOT PRECISE. THEY ARE

APPROXIMATE ONLY.

3. SEE SHEET C-302 FOR LEVEE EMBANKMENT REPAIR TYPICAL

SECTIONS.

4. SEE SHEET C-303 FOR LEVEE BREACH REPAIR TYPICAL

SECTIONS.

5. CONTRACTOR TO TRANSITION NEW LEVEE ALIGNMENT AND

NEW LEVEE SECTION TO MATCH EXISTING LEVEE ALIGNMENT

AND SECTION AT ENDS OF BREACH REPAIR.

6. DITCH AND CULVERT TO BE PLACED AT A CONSTANT SLOPE

FROM EXISTING DITCH INVERT TO INVERT OF

EXISTING CULVERT THROUGH STONE BANK.

7. EXSITNG STONE BANKLINE TO BE REMOVED TO CONSTRUCT

HEADWALL. AFTER HEADWALL CONSTRUCTION, STONE

PROTECTION TO BE REPLACED TO MATCH GRADES OF

HEADWALL.

8. CONTRACTOR TO VERIFY ELEVATION OF DITCH INVERT AT

TIE IN POINT AND EXITING CULVERT INVERT. IF IT VARIES

FROM ELEVATION ON PLANS, CONTRACTOR TO NOFITY

CONTRACTING OFFICER PRIOR TO PROCEEDING WITH

CONSTRUCTION OF CULVERT AND HEADWALL.

1+00

2+

3+

4+

5+

6+

PI STA. 1+27.77

DISPOSAL AREA

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

W P -X

M

IC

H A

E L V

H A

N K

S P .E

M -S

G -0

M J

H B J

D

C-108

W P -1

-R -0

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

/2

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

B R

Y A

N J

D

IR

K S P .E

F L

O O

D D

A M

A G

E R

E P

A

IR

P

L A

S

G E

N E

V

IE

V E N

O 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

U P

P E

R M

IS

S

IS

S

IP

P I

S T

E

G E

N E

V

IE

V E

M O R

A N

D O

L P

H

IL

C

O U

N T

IE

S

M -S

G -0

C -1

P

L N .d g n

/1

B J

D A

D D

E D I

N A

C C

O R

D A

N C

E W

IT

H A

M D

T

POINTS

SURVEY FEET

COORDINATE SYSTEM: STATE PLANE MISSOURI EAST, NAD83,

GENERAL SHEET NOTES

0 300' 600'

A1

FLOOD DAMAGE REPAIR PLAN

SCALE 1" = 300'

N

MIS

SIS

SIP

PI R

IVER

STE GENEVIEVE LEVEE DISTRICT NO. 2

960879.35

959601.70 776367.97

774925.16

NORTHING (Y)EASTING (X)POINT

LEVEE CENTERLINE

EXISTING STE GENEVIEVE NO. 2

FLOW

BORROW AREA 4

S L

O P

E T

O D

R A

IN

S L

O P

E

A

IN4

M A

T C

H L

IN

E

- S

E E S

H E

E T C -1

S L

O P

E

D

R A

IN

S L

O P

E

A

IN

1. COORDINATES ARE IN MISSOURI EAST STATE PLANE,

NAD 83, U.S. FEET

2. COORDINATES WERE TAKEN BY HAND HELD GPS DEVICE:

THEREFORE, LOCATIONS ARE NOT PRECISE. THEY ARE

APPROXIMATE ONLY.

3. LOCATION OF BORROW AREAS SHOWN ON DRAWINGS ARE

APPROXIMATE. PRIOR TO START OF EXCAVATION, LIMITS OF

BORROW AREA TO BE STAKED IN THE FIELD BY CONTRACTOR

AND APPROVED BY CONTRACTING OFFICER REPRESENTATIVE.

4. CONTRACTOR TO COORDINATE FINAL GRADING OF ALL

BORROW AREAS WITH LEVEE DISTRICT.

5. SEE SHEET C-305 FOR BORROW AREA 4 REQUIREMENTS AND

TYPICAL EXCAVATION SECTIONS.

CL1

CL2

CL3

CL4

CL5

CL6

CL7

CL8

B1

B2 B3

B4B5

B6

B O

R R

O W A

R E

A E

X C

A V

A T

IO

N

M

IN

' L

E V

E E T

O E

CL1

CL2

CL3 958716.13

CL4 957796.70

CL5 957334.34

CL6 957923.70

CL7 959001.87

CL8 960655.91

778408.30

779631.34

780387.76

780635.97

779494.29

777177.76

960886.29 774932.41B1

B2 959610.24 776373.41

B3 958724.84 778413.37

B4 957804.70 779637.35

B5 957348.93 780383.06

B1 957889.12 780610.55

CONSTRUCTION LIMITS

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

G -0

C -3

T

Y P

S E

C .d g n

W P -X

M

IC

A H

E L V

H A

N K

S P .E

M -S

G -0

B J

D

B R

Y A

N J

D

IR

K S P .E

B J

D

C-305

W P -1

-R -0

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

/2

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

S T

E

G E

N E

V

IE

V E

M O R

A N

D O

L P

H

IL

C

O U

N T

IE

S

S T

E

G E

N E

V

IE

V E N

O 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

U P

P E

R M

IS

S

IS

S

IP

P I

B

R R

O W A

R E

A E

X C

A V

A T

IO

N

T Y

P

IC

A L S

E C

T

IO

N /1

B J

D A

D D

E D I

N A

C C

O R

D A

N C

E W

IT

H A

M D

T

C/L

DITCH

BORROW

AREA

LIMITS

BORROW

AREA

LIMITS

EXISTING GRADE

LEVEE SECTION

EXISTING OR REPAIRED

NTSA2

EXCAVATION GRADE

MIN 300' FROM LEVEE TOE

HIGH AREAS - MAX EXCAVTION MAY BE GREATER 1.5'. SEE NOTES.

BE GREATER 1.5'. SEE NOTES.

HIGH AREAS - MAX EXCAVTION MAY

GENERAL SHEET NOTES

SLOPE TO DRAIN TO DITCH

SLOPE TO DRAIN TO DITCH

BORROW AREA 4 EXCAVATION TYPICAL SECTION - AREAS WITH HIGH GROUND

NTSC2

BORROW AREA 4 EXCAVATION TYPICAL SECTION - AREAS WITHOUT HIGH GROUND

BORROW

AREA

LIMITS

MIN 300' FROM LEVEE TOE

BORROW

AREA

LIMITS

C/L

DITCH

THAN LOWEST TOP OF DITCH BANK

EXCAVATION TO BE NO LOWER

THAN LOWEST TOP OF DITCH BANK

EXCAVATION TO BE NO LOWER

EXCAVATION GRADE

D E

P T

H .5 ' (T

Y P

M A

X E

X C

A V

A T

IO

E P

T H .5 ' (T

Y P

M A

X E

X C

A V

A T

IO

LEVEE SECTION

EXISTING OR REPAIRED

SLOPE T

O D

RAIN

TO D

ITCH

SLOPE TO DRAIN TO DITCH

5. MAX EXCAVATION DEPTH INCLUDES REMOVAL OF ANY TOP SOIL.

SURFACE FOR FINAL GRADING OF BORROW AREA 4.

SLOPE TO DRAIN TOWARD DITCH THE AREAS THAT CONTAIN PERVIOIUS MATERIAL ON THE

THESE ISOLATED AREAS AND THEY ARE ADJACENT TO AN EXCAVATED AREA, CONTRACTOR TO

DISPOSE OF IN DISPOSAL AREA SHOWN ON THE DRAWINGS OR IF CONTRACTOR DOES NOT USE

PERVIOUS MATERAL, THE PERVIOUS MATERIAL IS TO BE REMOVE AND HAULED OFF SITE OR

THE CONTRACTOR CHOOSES TO USE THE IMPERVIOUS MATERIAL UNDER THE SURFACE

4. BORROW AREA 4 CONTAINS ISOLATED AREAS OF PERVIOUS MATERIAL ON THE SURFACE. IF

AND AT A DEPTH WHICH SLOPES THE BORROW AREA TO DRAIN TOWARD THE DITCH.

DEPTH REQUIRED TO MATCH DEPTH OF THE ALLOWABLE EXCAVATION OUTSIDE OF HIGH AREAS

3. MOUNDS OR HIGH AREAS WITHIN BORROW AREA 4, THE MAX EXCAVATION DEPTH IS THE

DITCH.

2. FINAL GRADING OF EXCAVATED AREAS OF BORROW AREA 4 TO BE SLOPE TO DRAIN TOWARD

1. UNLESS NATUAL GRADE IS STEEPER, ALL EXCAVATION SLOPES TO BE 2% OR FLATTER.

EXISTING GRADE

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

SURVEY FEET

COORDINATE SYSTEM: STATE PLANE MISSOURI EAST, NAD83,

NORTHING (Y)EASTING (X)POINT

CL1

CL2

CL3

CL4

CL5

CL6

CL7

CL8

CL9

CL10

CL11

CL12

CL13

CL14

CL15

CL16

CL17

CL18

CL19

CL20

CL21

CL22

CL23

CL24

CL25

CL26

CL27

CL28

CL29

CL30

CL31

CL32

CL33

CL34

POINT EASTING (X) NORTHING (Y)

SURVEY FEET

COORDINATE SYSTEM: STATE PLANE MISSOURI EAST, NAD83,

B1

B2

B3

B4

B5

B6

B7

B8

B9

B10

B11

B12

B13

B14

B15

B16

B17

B18

B19

POINTS - CONSTRUCTION LIMITS POINTS - BORROW LIMITS

B20

B21

B22

B23

B24

B25

BREACH 2 - SHEET C-106

SURVEY FEET

COORDINATE SYSTEM: STATE PLANE MISSOURI EAST, NAD83,

NORTHING (Y)EASTING (X)POINT

CL1

CL2

CL3

CL4

CL5

CL6

CL7

CL8

CL9

CL10

CL11

CL12

CL13

CL14

CL15

CL16

CL17

CL18

CL19

CL20

CL21

CL22

CL23

CL24

CL25

CL26

CL27

CL28

CL29

CL30

CL31

CL32

CL33

CL34

CL35

CL36

CL37

CL38

CL39

CL40

775256.51

POINT EASTING (X) NORTHING (Y)

SURVEY FEET

COORDINATE SYSTEM: STATE PLANE MISSOURI EAST, NAD83,

B1

B2

B3

B4

B5

B6

B7

B8

B9

B10

B11

B12

B13

B14

B15

B16

B17

B18

B19

POINTS - CONSTRUCTION LIMITS POINTS - BORROW LIMITS

BREACH 1 - SHEET C-102

963737.22

964150.68 774978.74

964161.07 774993.18

964796.39 774561.69

964840.05 774580.28

964782.26 774836.07

964808.32 774890.94

965479.52 774616.90

965522.16 774495.44

965482.03 774419.15

965479.94 774368.35

965477.51 774309.23

965424.11 774288.20

966844.55 769722.68

964370.64 768698.34

964768.69 774085.63

973870.75 754397.91

973950.75 754510.45

974088.89 754459.56

974132.10 754586.72

974200.33 754563.54

974166.28 754969.60

974056.03 755258.31

973865.68 755615.46

974009.32 755690.43

974203.42 755328.76

974313.54 755009.55

974374.02 754541.52

974456.10 754436.08

974403.87 754300.93

974470.61 754139.16

974517.85 754157.52

974544.99 754103.01

974654.66 754094.32

975903.73 754587.30

975943.57 754484.81

975824.37 754084.26

975873.25 753969.14

975376.61 753808.86

975498.16 753423.76

975679.22 753058.85

975646.40 752981.25

975479.23 752972.17

974705.60 754004.34

974670.09 754086.26

974457.57 753999.03

974379.51 754007.35

974344.02 754029.07

974299.88 754076.75

974252.76 754032.61

974201.07 754711.17

974176.01 754971.98

974065.15 755262.44

973879.21 755611.34

973923.33 755634.85

974110.79 755283.13

974224.64 754983.90

974250.97 754714.30

974291.76 754717.07

974255.37 754994.83

974150.27 755300.91

973961.18 755653.25

974005.24 755676.89

974194.33 755324.56

974303.72 755007.56

974341.38 754723.23

974722.01 753999.98

975928.17 754468.11

975813.76 754083.67

975859.77 753975.30

975364.08 753815.33

975488.86 753420.02

975668.22 753058.51

975639.63 752990.89

975484.13 752982.45

NOT USED

NOT USED

NOT USED

NOT USED

NOT USED

NOT USED

NOT USED

NOT USED

NOT USED

NOT USED

NOT USED

NOT USED

965418.51 774267.77

965487.78 774172.45

NOT USED

NOT USED

NOT USED

NOT USED

NOT USED

NOT USED

NOT USED

NOT USED

M -S

G -0

C -6

.1

X

Y .d g n

NOT USED

NOT USED

NOT USED

NOT USED

NOT USED

NOT USED

NOT USED

961958.41 775762.43

962359.75 775520.58

965419.19

965750.72

965375.06

964859.90

963073.49

962339.29

963531.56

962857.54 775321.36

774941.45

773743.28

773402.40

774111.05

773409.24

773684.99

774136.63

963073.80 773413.28

962344.63 773751.83

W P -X

M

IC

H A

E L V

H A

N K

S P .E

M -S

G -0

M J

H

B R

Y A

N J

D

IR

K S P .E

B J

D

W P -1

-R -0

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

/2

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

S T

E

G E

N E

V

IE

V E N

O 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

U P

P E

R M

IS

S

IS

S

IP

P I

S T

E

G E

N E

V

IE

V E

M O R

A N

D O

L P

H

IL

C

O U

N T

IE

S

T A

B L E O

F C

O O

R D

IN

A T

E S

/1

R

E V

IS

E D I

N A

C C

O R

D A

N C

E W

IT

H A

M D

T

B J

D

C-601.1

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