W912P923B0001 - Attachment 2 - Plans.pdf

PDF 7 MB Posted Nov 22, 2022

Attached to: Upper Mississippi River Restoration (UMRR) Habitat Restoration and Evaluation Program (HREP) Piasa and Eagle’s Nest Islands project.
Solicitation number: W912P923B0001
Issued by: Department of the Army Corps of Engineers Engineering District St Louis

About this file

Written by GovTribe AI · Dec 30, 2023

This solicitation package seeks bids for a habitat restoration project on the Upper Mississippi River. The U.S. Army Corps of Engineers, St. Louis District, will award a contract to dredge areas and construct rock structures near Piasa and Eagle's Nest Islands to restore habitat. Bids are due by [date redacted]. The work includes dredging channels and disposing material in designated areas to design elevations, with post-dredge surveys required. Rock structures surrounding disposal areas were previously constructed by others. The contractor must coordinate work to not interrupt government and river traffic.

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Other files

File	Type	Posted
W912P923B0001 - Attachment 2 - Plans (Amendment 0001).pdf	PDF	Dec 19, 2022
W912P923B0001 - Solicitation Amendment 0001.pdf	PDF	Dec 19, 2022
W912P923B0001 - Attachment 1 - Specifications (Amendment 0001).pdf	PDF	Dec 19, 2022
W912P923B0001 - Attachment 1 - Specifications.pdf	PDF	Nov 22, 2022
W912P923B0001 - Solicitation.pdf	PDF	Nov 22, 2022

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SOLICITATION NO.:

FILE NAME:

DW N BY: CKD BY:

DESCRIPTION

A B

M ARK APPR.

DATE:

FILE NUMBER:

SIZE:

SUBMITTED BY:

PLOT SCALE:PLOT DATE:

DATE M ARK DESCRIPTION

CONTRACT NO.:

N T

A T

S H

E E

DATE APPR.

o f E n g in e e r s

U S

A rm y C o rp s

95% DESIGN

o f E n g in e e r s

U S

A rm y C o rp

ANSI D

1:1

ST. LOUIS DISTRICT

ST. LOUIS, MISSOURI 63103

U.S. ARM Y CORPS OF ENGINEERS

t. L o u is D is tr ic t o f E n g in e e r s

U S

A rm y C o rp

_G-001COV.dgn

COVER

G -0

J. W ALLACE

M O

N T

H Y

Y Y

C O

N T

R A

C T

: W

-X

S O

N : W

-X

R E

S T

O R

A T

U P

P E

R M

I R

E R

RIVER MILES 211.5 - 207.5

UPPER MISSISSIPPI RIVER RESTORATION

PIASA AND EAGLE'S NEST ISLANDS

B. KRISCHEL

D R

E D

G E

C O

N T

R A

C T

S A

A N

D E

A G

L E

'S N

E S

L A

N D

DREDGE CONTRACT

D. GORDON, P.E.

S O

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D B

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D B

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C O

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IDENTIFICATION

SHEET

D A

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A P

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®of Engineers

US Army Corps

E S

S I

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SHEET C-101 SHEET C-102

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G E C

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A C

SHEET C-103

VICINITY MAP

SCALE: NTS

LEGEND

DISTRICT BOUNDARIES

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

M I S S O U R I

IOWA

JEFFERSON CITY

UNION

ALTONM

I S S

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I RIVER

UIVR

MARK TWAIN

LAKE

B O

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S E

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MERA

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LAKE

WAPPAPELLO

REND

LAKE

BIG

U D

OHIO

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K A

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CARLYLE

LAKE

SHELBYVILLE

VER

I L L I

N O I S

M I S S I S S I P P I

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RIVE

M I S S

I S

SIPPI

R I

V E

LOCATION

PROJECT

FLOW

AREA 2

DREDGE DISPOSAL

PROJECT LOCATION MAP

SCALE 600" = 1200' 0 600' 1200'

DREDGE DISPOSAL AREA 5

AREA 1

DREDGE DISPOSAL

AREA 3

DREDGE DISPOSAL

AREA 4

DREDGE DISPOSAL

Rock Ring for Dredge Disposal Area 4 Not Constructued. No disposal in this area.

Approximately half of the downstream rock ring not constructed. Area to be filled to the approximate limits of the full rock ring shown.

GENERAL SYMBOLS

DRAWING/ DETAIL LOCATION DESIGNATION

DRAWING BLOCK TITLE X#1----------

scALE#"=#'

O #

\_ DRAWING SCALE

_____ /DRAWING/ DETAIL LIMITS

l - - - - -�j DETAIL LOCATION DESIGNATION

------ DETAIL DESIGNATION

SHEET NUMBER DESIGNATION

7 WHERE (DRAWN) SHOWN

SECTION/ DETAIL LOCATION DESIGNATION

------------------ SECTION/ DETAIL

DESIGNATION

SHEET NUMBER DESIGNATION WHERE

(DRAWN) SHOWN

ELEVATION/ DETAIL LOCATION DESIGNATION

---------------- EXTERIOR ELEVATION

DESIGNATION

SHEET NUMBER DESIGNATION WHERE

(DRAWN) SHOWN

@ - - - - - - - - - - - - - - - - - - - - KEYNOTE

BREAK LINE, MATERIAL TO

CONTINUE

BREAK PIPE, MATERIAL TO

CONTINUE

0--- - - - - - - - COLUMN REFERENCE

ffi - - - - - - - - - - - - - - - REVISION DESIGNATION

- - - - - - - - - - - - - - - - · REVISION CLOUD

$ LEVEL

0'-00"

--------- ELEVATION TARGET

HIGH POINT ROOF

SLOPE

� --------------- LOUVER TYPE SYMBOL

MATCH LINE

-FO_ R_C _O _N _T-IN_U_A_T _IO_ N ___

-------- MATCH LINE

REF X#/X--###

r NOTE -------------- CALLOUT NOTE r NOTE -------------- CALLOUT NOTE

.e-? FLOW ---------------- FLOW ARROW

MATERIAL SYMBOLS

�-------STONE

- -------EARTH

APPROX

ALTW/

ALUM

BITUM

BOT

C/L C&G

CLR

CMP

CMU

CONG

COR

DIA

DWG

EXIST

FES

GALV

GFCI

MAX

MIN

MIRR

MISC

NO.

NT$

POB

POE

RCP

SAN

SIM

SPEC

SST

STA

T&B

TRF

TYP

UNO

UGND

I 3

ABBREVIATIONS

APPROXIMATE

AL TERNA TE WITH

ALUMINUM

BITUMINOUS

BOTTOM

CENTER LINE

CURB & GUTTER

CLEAR

CONSTRUCTION JOINT

CORRUGATED METAL PIPE

CONCRETE MASONRY UNIT

CLEAN OUT

CONCRETE

CONTRACTING OFFICERS REPRESENTATIVE

DIAMETER

DRAWING

EASTING

EACH FACE

EXPANSION JOINT

ELEVATION

EACH WAY

EXISTING

FAR FACE

FLOOR DRAIN

FLARED END SECTION

GALVANIZED

GOVERNMENT FURNISHED, CONTRACTOR

INSTALLED

HOLLOW METAL

HEIGHT

INSIDE FACE

LONG

LANDSIDE

MAXIMUM

MINIMUM

MIRRORED

MISCELLANEOUS

NORTHING

NEAR FACE

NUMBER

NT$

ON CENTER

OUTSIDE FACE

OPPOSITE HAND

POINT OF INTERSECTION

POINT OF BEGINNING

POINT OF ENDING

RIVERSIDE

REINFORCED CONCRETE PIPE

SANITARY

SIMILAR

SPECIFICATIONS

STAINLESS STEEL

STATION

TOP AND BOTTOM

TURFING

TYPICAL

UNLESS NOTED OTHERWISE

UNDERGROUND

WIDTH

WOOD

WATER MAIN

I 4

GENERAL NOTES

1. ALL HORIZONTAL COORDINATES ARE LISTED IN NAD83

MISSOURI STATE PLANES, EASTERN ZONE, US FOOT.

2. ALL ELEVATIONS ARE LISTED IN NORTH AMERICAN

VERTICAL DATUM OF 1988.

3. HYDROGRAPHIC SURVEY: SINGLE BEAM SURVEY SOUNDED

MARCH 19, 2019

4. TOPOGRAPHIC SURVEY: LiDAR COLLECTED MARCH 3-8,

5. ALL ROCK STRUCTURES SURROUNDING DREDGE

DISPOSAL AREAS HAVE BEEN CONSTRUCTED BY OTHERS.

SHT

G-001

G-002

G-003

B-101

V-101

V-102

C-101

C-102

C-103

C-104

C-301

C-302

C-303

C-304

C-305

C-306

R-701

I 5

INDEX OF DRAWINGS

TITLE

GENERAL

COVER SHEET

LOCATION AND VICINITY MAP

INDEX AND GENERAL NOTES

GEOTECHNICAL

VIBRACORE SAMPLES

SURVEY

DREDGE CUT ALIGNMENTS

CONSTRUCTION LIMITS AND STAGING AREA PLAN

CIVIL

RIVER MILE 210 DREDGE CUT PLAN AND PROFILE VIEW

RIVER MILE 209 DREDGE CUT PLAN AND PROFILE VIEW

RIVER MILE 208 DREDGE CUT PLAN AND PROFILE VIEW

DREDGE DISPOSAL AREA 4 PLAN VIEW

TYPICAL SECTIONS

NORTH DREDGE CUT CROSS SECTION VIEW STA 0+00 TO STA 50+00

NORTH DREDGE CUT CROSS SECTION VIEW STA 60+00 TO STA 87+18.80

SOUTH DREDGE CUT CROSS SECTION VIEW STA 0+00 TO STA 50+00

SOUTH DREDGE CUT CROSS SECTION VIEW STA 60+00 TO STA 120+00

SOUTH DREDGE CUT CROSS SECTION VIEW STA 126+92.94 TO STA 126+92.94

REFERENCE

MEL PRICE POOL HYDROGRAPH 1990 - 2020

US Army Corps of Engineers®

II I

SHEET

IDENTIFICATION

G-003

E = 888227.6

N = 1126854.7

SC01

E = 887085.0

N = 1127812.8

SC02

E = 885567.8

N = 1128530.1

SC03

E = 883726.8

N = 1129219.3

SC04

E = 882033.2

N = 1129558.3

SC05

E = 881321.2

N = 1129084.2

SC06

E = 879374.8

N = 1129287.7

SC07

E = 877503.5

N = 1128859.6

SC09

E = 879062.5

N = 1128301.7

SC08

E = 885124.4

N = 1127607.6

BW03

E = 885908.5

N = 1127451.8

BW02

E = 886590.6

N = 1127459.0

BW01

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

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E S

S I

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U .S

A R

M Y C

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P S O

F E

N G

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W A

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A C

B-101

G -0

K R

U M

D E P .E

U P

P E

R M

P I

E R R

E S

T O

R A

E R M

S A A

N D E

A G

L E 'S N

E S

T I S

L A

K R

C H

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D R

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G E C

O N

T R

A C

R A

C O

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A M

P L E

DREDGE DISPOSAL AREA 5

FLOW

AREA 2

DREDGE DISPOSAL

73-89": HARD CLAY (COLOR TONE: GRAY)

10-73": CLAY (COLOR TONE: GRAY)

0-10": SAND (COLOR TONE: BROWN)

SAMPLE ID DESCRIPTION

BW01

46-62": HARD CLAY (COLOR TONE: GRAY WITH BLACK SPOTS)

0-46": SAND, & CLAY (COLOR TONE: GRAY)BW02

BW03

SC01

SC02

SC03

SC04

SC05

SC06

SC07

SC08

SC09

51-72": CLAY (COLOR TONE: GRAY)

0-51": CLAY (COLOR TONE: DARK GRAY)

58-72": CLAY (COLOR TONE: GRAY)

27-58": CLAY (COLOR TONE: GRAY)

0-27": PRIMARILY SAND WITH MINIMAL SILT/CLAY (COLOR TONE: BROWN)

58-67": CLAY (COLOR TONE: GRAY)

14-58": CLAY, WITH SOME SAND (COLOR TONE: GRAY)

0-14": SAND (COLOR TONE: BROWN)

40-80": SAND WITH MINIMAL AMOUNTS OF CLAY (COLOR TONE: BROWN)

30-40": CLAY & ORGANIC SEDIMENT (COLOR TONE: GRAY)

0-30": SAND (COLOR TONE:BROWN)

38-63" CLAY WITH SOME SAND (COLOR TONE: GRAY)

0-38": SAND WITH ORGANIC MATERIAL (COLOR TONE: BROWN)

65-82": CLAY (COLOR TONE: GRAY)

0-65": CLAY WITH SILTY SAND (COLOR TONE: GRAY)

81-96": CLAY (COLOR TONE: GRAY)

14-81": CLAY, ORGANIC MATERIAL, & SAND (COLOR TONE: GRAY & BLACK SPOTTING)

0-14": SAND (COLOR TONE: BROWN)

72-108" CLAY (COLOR TONE: GRAY)

44-72" CLAY AND SAND (COLOR TONE: GRAY)

0-44" SAND (COLOR TONE: BROWN)

38-77": THICK HEAVEY COARSE SAND (COLOR TONE: BROWN)

18-38" CLAY, SAND, AND ORGANIC MATERIAL (COLOR TONE: GRAYISH BROWN)

0-18": SAND WITH SOME FINE MATERIAL (COLOR TONE: LIGHT BROWN)

74-87": CLAY (COLOR TONE: GRAY)

17-74": CLAY, SAND, AND ORGANIC MATERIAL (COLOR TONE: GRAY)

0-17": SAND (COLOR TONE: BROWN)

RECOVERED (in)

92.4

62.4

73.2

74.2

69.6

82.8

64.8

98.4

82.8

84 82

111.6

90 87

VISUAL ASSESSMENT OF VIBRACORE SAMPLES

VIBRACORE SAMPLES

SCALE 1" = 600' 0 600' 1200'

GENERAL SHEET NOTES

1. VIBRACORE SAMPLES COLLECTED 9/10/2019

*REFUSAL (in)

* REFUSAL IS A HARDPAN CLAY LAYER

AREA 1

DREDGE DISPOSAL

AREA 3

DREDGE DISPOSAL

AREA 4

DREDGE DISPOSAL

N = 1126952.9 E = 888093.8

PC STA 110+76.47

N = 1128677.3 E = 876693.7

POB STA 0+00.00

N = 1128093.4 E = 877655.4

POB STA 0+00.00

N = 1128967.9 E = 877957.2

PC STA 12+96.52

N = 1129570.9 E = 882764.7

PC STA 61+49.75

N = 1129477.0 E = 883186.8

PT STA 65+85.54

N = 1128683.4 E = 880133.9

PT STA 25+51.65

N = 1128406.8 E = 885507.5

PT STA 80+97.11

N = 1128879.5 E = 884263.3

PC STA 67+65.14

N = 1128977.6 E = 883942.2

PT STA 64+29.41

N = 1128877.1 E = 880591.7

PC STA 30+48.77

N = 1127577.7 E = 887226.1

PT STA 100+07.29

N = 1128574.6 E = 885119.8

POE STA 87+18.80

N = 1126850.9 E = 888271.4

PT STA 112+81.76

N = 1126277.0 E = 889560.7

POE STA 126+92.94

N = 1127772.8 E = 886890.7

PC STA 96+18.62

N = 1129118.3 E = 878760.0

PT STA 21+13.53

N = 1129165.8 E = 879086.8

POE STA 7+61.27

N = 1129571.4 E = 882243.1

PT STA 56+28.15

N = 1129525.4 E = 881561.4

POE STA 4+87.25

N = 1129519.4 E = 881518.9

PC STA 49+01.44

N = 1128420.3 E = 879240.6

POB STA 00+-0.00

N = 1128449.6 E = 879382.9

PC STA 17+63.86

N = 1129064.7 E = 883327.8

PC STA 58+06.36

N = 1129034.9 E = 881341.0

PT STA 38+19.30

N = 1129038.5 E = 881579.9

POB STA 0+00.00

T= 408.7'

R = 10000.0'

E = 878355.5

N = 1129059.5

STA = 17+05.26

CURVE NO 1

T= 364.0'

R = 5000.0'

E = 881879.1

N = 1129571.8

STA = 52+65.43

CURVE NO 2

T= 221.4'

R = 1000.0'

E = 882986.1

N = 1129570.7

STA = 63+71.16

CURVE NO 3

T= 395.2'

R = 4000.0'

E = 879769.9

N = 1128529.4

STA = 21+59.04

CURVE NO 1

T= 390.1'

R = 2000.0'

E = 880951.0

N = 1129029.1

STA = 34+38.87

CURVE NO 2

T= 314.1'

R = 2000.0'

E = 883641.9

N = 1129069.4

STA = 61+20.43

CURVE NO 3

T= 667.0'

R = 10000.0'

E = 884901.2

N = 1128684.6

STA = 74+32.11

CURVE NO 4

T= 194.9'

R = 2000.0'

E = 887067.9

N = 1127691.6

STA = 98+13.57

CURVE NO 5

T= 103.0'

R = 1000.0'

E = 888177.3

N = 1126892.8

STA = 111+79.47

CURVE NO 6

S O

A T

N N

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D W

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D B

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N E

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IDENTIFICATION

SHEET

D A

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®of Engineers

US Army Corps

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V-101

G -0

P E

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P I

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S A A

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FLOW

0 600' 1200'

4. DOWNSTREAM CONNECTION DREDGE CUT

3. UPSTREAM CONNECTION DREDGE CUT

2. SOUTH DREDGE CUT ALIGNMENT

1. NORTH DREDGE CUT ALIGNMENT

DREDGE CUT ALIGNMENTS

SCALE 1" = 600'

CALLOUTS

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

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C O

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IDENTIFICATION

SHEET

D A

T E

A P

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®of Engineers

US Army Corps

E S

N = 1105729.2

E = 920359.1

N = 1105930.3

E = 920053.7

N = 1105895.3

E = 919902.7

N = 1105753.1

E = 919809.0

N = 1105499.9

E = 920208.1 N = 1105724.3

E = 919867.1

N = 1105717.7

E = 919862.8

S I

S T L

O U

T R

S T L

O U

S O

U R I

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

W A

L L

A C

V-102

G -0

P E

R M

P I

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E S

T O

R A

E R M

S A A

N D E

A G

L E 'S N

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G E C

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T D G

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D O

N P .E

MEL PRICE MAIN LOCK

MEL PRICE AUXILIARY LOCK

E = 891143.8

N = 1126182.5

E = 889192.0

N = 1125275.7

E = 883673.7

N = 1125100.4

E = 879587.6

N = 1125950.5

E = 876306.8

N = 1127023.8

E = 875871.5

N = 1128995.9

E = 890577.8

N = 1124734.1

E = 881164.0

N = 1130698.3

E = 880785.6

N = 1130720.0

E = 880765.7

N = 1130373.6

E = 880612.1

N = 1130093.5

E = 880885.5

N = 1129663.5

E = 881080.8

N = 1129662.6

E = 881142.7

N = 1130326.3

STAGING AREA

CONSTRUCTION LIMITS

CONSTRUCTION LIMITS FOLLOW BANKLINE

E = 880798.1

N = 1130107.3

E = 881028.9

N = 1130358.5

C O

N S

T R

U C

N L

S A

N D S

T A

E A P

L A

FLOW

GENERAL SHEET NOTES

0 200' 400'0 200' 400' A1

STAGING AREA AT MEL PRICE

SCALE 1" = 200'

NO EXPENSE TO THE GOVERNMENT.

RETURNED TO THEIR PRE-CONSTRUCTION CONDITIONS AT

STAGING, STORAGE, BOAT RAMP AND HAUL ROADS SHALL BE

4. ALL PAVED AREAS USED BY THE CONTRACTOR FOR

RIVER TRAFFIC ARE NOT INTERRUPTED.

GOVERNMENT PERSONNEL AND THE USE OF THE LOCK BY

OPERATIONS SUCH THAT THE FUNCTIONS OF THE

GUIDE WALLS. THE CONTRACTOR SHALL COORDINATE ALL

SUPPLIES SHALL BE PERMITTED FROM THE LOCK WALLS OR

3. NO LOADING OR UNLOADING OF MATERIALS AND

EQUIPMENT SITUATED THEREON.

RESPONSIBLE FOR THE SECURITY OF ALL FACILITIES AND

PERSONNEL PARKING. THE CONTRACTOR SHALL BE

OFFICE TRAILER, MATERIALS AND EQUIPMENT STORAGE AND

2. STAGING AREAS SHALL BE USED FOR THE CONTRACTOR'S

PRIOR TO BEGINNING WORK.

SHALL BE COORDINATED WITH THE CONTRACTING OFFICER

1. ALL STAGING AREAS AND TEMPORARY MOORING AREAS

STAGING AREA AT PIASA CREEK ACCESS

SCALE 1" = 200'

CONSTRUCTION LIMITS

SCALE 1" = 200'

CONSTRUCTION LIMITS AND STAGING AREA PLAN

SCALE 1:27,000

0 200' 400'

FLOW FLOW

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DOWNSTREAM CONNECTION

DREDGE CUT STA 0+00

UPSTREAM CONNECTION

DREDGE CUT STA 7+61.27

UPSTREAM CONNECTION

DREDGE DISPOSAL AREA 3

AREA 4

DREDGE DISPOSAL

DREDGE CUT DESIGN EL = 405.3

O/S = 60.0

E = 879186.9

N = 1129119.7

STA = 25+36.17

O/S = -110.0

E = 879305.2

N = 1128545.9

STA = 17+07.22

O/S = -110.0

E = 879131.5

N = 1128510.1

STA = 15+29.83

O/S = 60.0

E = 879011.0

N = 1129094.2

STA = 23+58.47

STA 2+52.09

BEGIN NORTH DREDGE CUT

1+38.98

BEGIN SOUTH DREDGE CUT STA

FLOW

RIVER MILE 210 DREDGE CUT PLAN VIEW

SCALE 1" = 200' 0 200' 400'

0 200' 400'

C-301

RIVER MILE 210 NORTH DREDGE CUT PROFILE VIEW

SCALED 20 TIMES VERTICALLY

SCALE 1" = 200'

0 200' 400' C4

UPSTREAM CONNECTION DREDGE CUT PROFILE VIEW

SCALED 20 TIMES VERTICALLY

SCALE 1" = 200'

RIVER MILE 210 SOUTH DREDGE CUT PROFILE VIEW

SCALED 20 TIMES VERTICALLY

SCALE 1" = 200'

C-301

O/S = -110.0

E = 881165.4

N = 1129135.0

STA = 36+54.09

O/S = 60.0

E = 881981.2

N = 1129504.7

STA = 53+63.01

O/S = -110.0

E = 881986.5

N = 1129154.6

STA = 44+66.49

O/S = 60.0

E = 881147.1

N = 1129404.7

STA = 45+17.01

STA 87+18.80

END NORTH DREDGE CUT

DREDGE CUT DESIGN EL = 405.3

NORTH DREDGE CUT

DREDGE CUT DESIGN EL = 405.3

DREDGE CUT STA 0+00

DOWNSTREAM CONNECTION

DREDGE CUT STA 4+87.25

DOWNSTREAM CONNECTION

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420420

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AREA 2

DREDGE DISPOSAL

410 416

420 415

SOUTH DREDGE CUT

DREDGE CUT DESIGN EL = 405.3

FLOW

RIVER MILE 209 SOUTH DREDGE CUT PROFILE VIEW

SCALED 20 TIMES VERTICALLY

SCALE 1" = 200'

0 200' 400'

0 200' 400' C2

RIVER MILE 209 DREDGE CUT PLAN VIEW

SCALE 1" = 200'

RIVER MILE 209 NORTH DREDGE CUT PROFILE VIEW

SCALED 20 TIMES VERTICALLY

SCALE 1" = 200'

C-301

DOWNSTREAM CONNECTION DREDGE CUT PROFILE VIEW

SCALED 20 TIMES VERTICALLY

SCALE 1" = 200'

E = 887168.9

N = 1127163.5 E = 886961.7

N = 1127157.8

E = 886141.0

N = 1127330.0

E = 885687.7

N = 1127245.1

E = 885686.8

N = 1127595.0

E = 886113.9

N = 1127513.2

O/S = 110.0000

E = 886608.1

N = 1127781.4

STA = 93+58.15

O/S = 110.0095

E = 887396.4

N = 1127319.5

STA = 102+96.39

E = 886542.5

N = 1127299.1

E = 889729.6

N = 1126133.1

E = 889769.5

N = 1125937.1

E = 889043.7

N = 1125993.6

E = 889083.5

N = 1125797.6

E = 886373.8

N = 1127597.7

400 395

395 390

410420

420 425 430

410 415

420 425

440 445

411415

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US Army Corps

E S

420420

75+00 80+00 85+00 90+00 95+00 100+00 105+00 110+00 115+00 120+00 125+84

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200' x 700'

DREDGE DISPOSAL AREA 5

SOUTH DREDGE CUT

BACKWATER DREDGE CUT

DIKE 208.5 L DIKE 208.3 L

FLOW GENERAL SHEET NOTES

RIVER MILE 208 SOUTH DREDGE CUT PROFILE VIEW

SCALED 20 TIMES VERTICALLY

SCALE 1" = 200'

RIVER MILE 208 DREDGE CUT PLAN VIEW

SCALE 1" = 200' 0 200' 400'

0 200' 400'

C-301

DREDGE CUT DESIGN EL = 405.3

C-301

IMMEDIATELY.

THE CONTRACTING OFFICER SHALL BE NOTIFIED

FOR DISPOSAL AREA 5 IS 405.3. IF EL 405.3 IS EXCEEDED,

DISPOSAL AREA 5. THE MAXIMUM DREDGE FILL ELEVATION

2. DREDGE MATERIAL SHALL BE DISCHARGED EVENLY INTO

OTHER DISPOSAL AREAS HAVE BEEN FILLED TO EL 420.0.

1. DREDGE DISPOSAL AREA 5 IS TO BE USED ONCE ALL

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U.S. ARMY CORPS OF ENGINEERS B. KRISCHEL

3'MIN

ST. LOUIS DISTRICT 1--D_WN_B_Y ,-�C-K_D_B_Y ,---+S-O_LJ_CI-TA_T_IO-N -NO-.-, --

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ST. LOUIS. MISSOURI 63103 J_ WALLACE

I I a a � •n LI IE o I u •" I I t------------; ��i��66EJ1lt CONTRACT NO.: t-- ---+-· ----��-=l��=f---�4"=+-��,c=--F,t=�=�=-��-----+----t·---I· or scALE:

I :;

oT DATE: I FILE NUMBER:

!�s� D I :t�o��N��gn IARK DESCRIPTION DATE IAPPR.IMARK DESCRIPTION DATE IAPPR

A T

N N

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D B

D E

N E

D B

D E

S C

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4 5

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IDENTIFICATION

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D A

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®of Engineers

US Army Corps

E S

0 50 100 150 200-50-100-150-200

EXISTING GRADE

VERTICAL SIDE SLOPES

120' MIN

0 50 100 150 200 250 300 350 400-50-100-150-200-250-300-350-400

EXISTING GRADE

VERTICAL SIDE SLOPES

220' MIN

EXISTING GRADE

VERTICAL SIDE SLOPES

VARIES (SEE NOTE 1)

0 50 100 150-50-100-150

4+00.00

EXISTING GRADE

VERTICAL SIDE SLOPES

VARIES (SEE NOTE 1)

0 50 100 150 200 250 300 350 400 450 500-50-100-150-200-250-300-350-400-450-500

2+50.00

EXISTING GRADE

VERTICAL SIDE SLOPES

VARIES (SEE NOTE 1)

309 350 400 450 500 550 600 650 700 750 800 850 874

C-301

S I

S T L

O U

T R

S T L

O U

S O

U R I

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A R

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A L S

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D R

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NORTH DREDGE CUT TYPICAL SECTION

SCALE: NTS SCALE: NTS

SCALE: NTS

SOUTH DREDGE CUT TYPICAL SECTION

C2C1

B1 B3

BACKWATER DREDGE CUT TYPICAL SECTIONUPSTREAM CONNECTION DREDGE CUT TYPICAL SECTION

DOWNSTREAM DREDGE CUT TYPICAL SECTION

DREDGE CUT DESIGN EL DREDGE CUT DESIGN EL

DREDGE CUT DESIGN EL

GENERAL SHEET NOTES

MINIMUM BOTTOM WIDTH IS ACHIEVED.

PROVIDE POST EXCAVATION SURVEYS TO VERIFY THE

CONTRACTOR SHALL TAKE THIS INTO CONSIDERATION AND

BASED ON THE MATERIAL BEING EXCAVATED. THE

CUT SIDE SLOPES WILL OCCUR TO A VARYING DEGREE

4. IT IS ANTICIPATED THAT SLOUGHING OF THE DREDGE

BE COMPENSATED

3. FOR PAYMENT PURPOSES, OVER EXCAVATION WILL NOT

CONNECTION CUTS ARE FOR REFERENCE ONLY.

2. STATIONS ON THE UPSTREAM AND DOWNSTREAM

LIMITS

1. FOR DREDGE WIDTHS THAT VARY, SEE PLAN VIEW FOR

DWN BY: CKD BY:

DESCRIPTION

A B

MARK APPR.

DATE:

FILE NUMBER:

SIZE:

SUBMITTED BY:

PLOT SCALE:PLOT DATE:

DATE MARK DESCRIPTION

CONTRACT NO.:

N T

A T

S H

E E

DATE APPR.

o f E n g in e e rs

U S A rm y C o rp s

95% DESIGN

0 50 100 150 200 250 300 350 400 450 500-50-100-150-200-250-300-350-400-450-500

0+00.00

0 50 100 150 200 250 300 350 400 450 500-50-100-150-200-250-300-350-400-450-500

10+00.00

0 50 100 150 200 250 300 350 400 450 500-50-100-150-200-250-300-350-400-450-500

20+00.00

0 50 100 150 200 250 300 350 400 450 500-50-100-150-200-250-300-350-400-450-500

24+43.00

0 50 100 150 200 250 300 350 400 450 500-50-100-150-200-250-300-350-400-450-500

30+00.00

0 50 100 150 200 250 300 350 400 450 500-50-100-150-200-250-300-350-400-450-500

40+00.00

0 50 100 150 200 250 300 350 400 450 500-50-100-150-200-250-300-350-400-450-500

50+00.00

FILL TO EL 420.0

DREDGE DISPOSAL AREA 4

FILL TO EL 420.0

DREDGE DISPOSAL AREA 3

FILL TO EL 420.0

DREDGE DISPOSAL AREA 3

FILL TO EL 420.0

DREDGE DISPOSAL AREA 4

(BY OTHERS)

ROCK STRUCTURES

(BY OTHERS)

ROCK STRUCTURES

(BY OTHERS)

ROCK STRUCTURES

(BY OTHERS)

ROCK STRUCTURES

UPSTREAM CONNECTION DREDGE CUT

DOWNSTREAM CONNECTION DREDGE CUT

-3

ANSI D

1:1

ST. LOUIS DISTRICT

ST. LOUIS, MISSOURI 63103

U.S. ARMY CORPS OF ENGINEERS

_C-301TYP.dgn

J. WALLACE

STA 0+00 TO STA 50+00

D. GORDON, P.E.

NORTH DREDGE CUT CROSS SECTION VIEW

DISTURB VEGETATION.

EXISTING ISLAND. DO NOT

NORTH DREDGE CUT CROSS SECTION VIEW STA 0+00 TO STA 50+00

SCALED 5 TIMES VERTICALLY

SCALE 1" = 60' 0 60' 120'

-500 -450 -400 -350

430 , ,,,,,,.--------'--'-..___

420 \

-300 -250 -200 -150 -100 -50

87+18.80

50 100

0 I

150 200 250 300 350

-- ----:- - -: --1- - -------- - ----- -r--:--- - -:--- ---;- _ ,,� ,, -500 -450 -400

-500 -450 -400

-350 -300 -250 -200 -150 -100

MERGE NORTH AND SOUTH DREDGE CUTS

-50

80+00.00

70+00.00

60+00.00

100 150 200 250 300

DREDGE DISPOSAL AREA 2

FILL TO EL 420.0 ,

100 150 200 250 300

NORTH DREDGE CUT CROSS SECTION VIEW STA 60+00 TO STA 87+18.80

SCALE 1 "" = 60" 120"

SCALED 5 TIMES VERTICALLY

U.S. ARMY CORPS OF ENGINEERS B. KRISCHEL

450 500

/ 420

450 500

>----�---+----------1 ,,. - •• I - • ,- •..,. ■ - a, ■ST. LOUIS DISTRICT DWN BY: ICKD BY: SOLICITATION NO.: J----f------i-�■-,_ .... _ .... ,�. _.'-+--l.l-'l1H•l.la-_....J._-.1'

-a-■ *■ ---"'--l■ .. ,---.---1----+----I

ST. LOUIS, MISSOURI 63103

J. WALLACE

UPPER MISSISSIPPI RIVER RESTORATION

PIASA AND EAGLE'S NEST ISLANDS

RIVER MILES 211.5- 207.5

DREDGE CONTRACT

NORTH DREDGE CUT CROSS SECTION

VIEW STA 60+00 TO STA 87+18.80

t------------,��i��66E� �I

CONTRACT NO.: • - • - .., ■ � ■ .._

f=-=====�+===�-----1

OT SCALE:I :�OT DATE: FILE NUMBER:

lMARK DESCRIPTION DATE APPR. MARK DESCRIPTION DATE APPR

DWN BY: CKD BY:

DESCRIPTION

A B

MARK APPR.

DATE:

FILE NUMBER:

SIZE:

SUBMITTED BY:

PLOT SCALE:PLOT DATE:

DATE MARK DESCRIPTION

CONTRACT NO.:

N T

A T

S H

E E

DATE APPR.

o f E n g in e e rs

U S A rm y C o rp s

95% DESIGN

0 50 100 150 200 250 300 350 400 450 500-50-100-150-200-250-300-350-400-450-500

0+00.00

0 50 100 150 200 250 300 350 400 450 500-50-100-150-200-250-300-350-400-450-500

10+00.00

0 50 100 150 200 250 300 350 400 450 500-50-100-150-200-250-300-350-400-450-500

16+18.00

0 50 100 150 200 250 300 350 400 450 500-50-100-150-200-250-300-350-400-450-500

20+00.00

0 50 100 150 200 250 300 350 400 450 500-50-100-150-200-250-300-350-400-450-500

30+00.00

0 50 100 150 200 250 300 350 400 450 500-50-100-150-200-250-300-350-400-450-500

40+00.00

0 50 100 150 200 250 300 350 400 450 500-50-100-150-200-250-300-350-400-450-500

50+00.00

FILL TO EL 420.0

DREDGE DISPOSAL AREA 4

FILL TO EL 420.0

DREDGE DISPOSAL AREA 4

FILL TO EL 420.0

DREDGE DISPOSAL AREA 4

FILL TO EL 420.0

DREDGE DISPOSAL AREA 4

FILL TO EL 420.0

DREDGE DISPOSAL AREA 2

(BY OTHERS)

ROCK STRUCTURES

(BY OTHERS)

ROCK STRUCTURES

(BY OTHERS)

ROCK STRUCTURES

(BY OTHERS)

ROCK STRUCTURES

(BY OTHERS)

ROCK STRUCTURES

(BY OTHERS)

ROCK STRUCTURES

UPSTREAM CONNECTION DREDGE CUT

DOWNSTREAM CONNECTION DREDGE CUT

ANSI D

1:1

ST. LOUIS DISTRICT

SOUTH DREDGE CUT CROSS SECTION VIEW

STA 0+00 TO STA 50+00

D. GORDON, P.E.

SOUTH DREDGE CUT CROSS SECTION VIEW STA 0+00 TO STA 50+00

DWN BY: CKD BY:

DESCRIPTION

A B

MARK APPR.

DATE:

FILE NUMBER:

SIZE:

SUBMITTED BY:

PLOT SCALE:PLOT DATE:

DATE MARK DESCRIPTION

CONTRACT NO.:

N T

A T

S H

E E

DATE APPR.

o f E n g in e e rs

U S A rm y C o rp s

95% DESIGN

0 50 100 150 200 250 300 350 400 450 500-50-100-150-200-250-300-350-400-450-500

60+00.00

0 50 100 150 200 250 300 350 400 450 500-50-100-150-200-250-300-350-400-450-500

70+00.00

0 50 100 150 200 250 300 350 400 450 500-50-100-150-200-250-300-350-400-450-500

80+00.00

0 50 100 150 200 250 300 350 400 450 500-50-100-150-200-250-300-350-400-450-500

90+00.00

0 50 100 150 200 250 300 350 400 450 500-50-100-150-200-250-300-350-400-450-500

100+00.00

0 50 100 150 200 250 300 350 400 450 500-50-100-150-200-250-300-350-400-450-500

110+00.00

0 50 100 150 200 250 300 350 400 450 500-50-100-150-200-250-300-350-400-450-500

120+00.00

NORTH DREDGE CUT (SKEWED SECTION)

BACKWATER DREDGE CUT

ANSI D

1:1

ST. LOUIS DISTRICT

STA 60+00 TO STA 120+00

D. GORDON, P.E.

SOUTH DREDGE CUT CROSS SECTION VIEW STA 60+00 TO STA 120+00

DWN BY: CKD BY:

DESCRIPTION

A B

MARK APPR.

DATE:

FILE NUMBER:

SIZE:

SUBMITTED BY:

PLOT SCALE:PLOT DATE:

DATE MARK DESCRIPTION

CONTRACT NO.:

N T

A T

S H

E E

DATE APPR.

o f E n g in e e rs

U S A rm y C o rp s

95% DESIGN

0 50 100 150 200 250 300 350 400 450 500-50-100-150-200-250-300-350-400-450-500

126+92.94

ANSI D

1:1

ST. LOUIS DISTRICT

STA 126+92.94 TO STA 126+92.94

D. GORDON, P.E..

0 60' 120' A5

SOUTH DREDGE CUT CROSS SECTION VIEW STA 126+92.94 TO STA 126+92.94

SCALE 1" = 60'

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

E S

R-701

S I

S T L

O U

T R

S T L

O U

S O

U R I

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

G -0

D .d

W A

L L

A C

U P

P E

R M

P I

E R R

E S

T O

R A

E R M

S A A

N D E

A G

L E 'S N

E S

T I S

L A

K R

C H

E L

M E

L P

E P

O O

L H

Y D

R O

G R

A P

E D

G E C

O N

T R

G O

R D

O N P .E

GENERAL SHEET NOTES

MEL PRICE POOL ELEVATIONS 1990 - 2020

SCALE NTS

https://www.mvs-wc.usace.army.mil/trans/gage/gage2.html

USACE ST. LOUIS DISTRICT WATER MANAGEMENT WEBSITE

4. CURRENT GAGE INFORMATION CAN BE FOUND ON THE

3. FLOOD ELEVATION AT MEL PRICE = 421.0.

2. GAGE ZERO IN NAVD 88 = -0.44 FT

FROM 1990 - 2020.

1. STAGES LISTED ARE TAKEN FROM MEL PRICE POOL GAGE

_G-001COV-DREDGE

_G-002VIC-DREDGE

_G-003IND-DREDGE

_B-101LB-DREDGE

_V-101-ALG-DREDGE

_V-102-RE-DREDGE

_C-101PLN-DREDGE

_C-102PLN-DREDGE

_C-103PLN-DREDGE

_C-104PLN-DREDGE

_C-301TYP-DREDGE

_C-302-XS UPPER_DREDGE

_C-303-XS UPPER_DREDGE

_C-304-XS LOWER_DREDGE

_C-305-XS LOWER_DREDGE

_C-306-XS LOWER_DREDGE

_R-701HYD - DREDGE

File details come from the government source that posted it. Updated Nov 22, 2022.