W912ES23B0011_LD7_Plans.pdf

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LA CRESCENT, MN

LOCK & DAM NO. 7

MISSISSIPPI RIVER

LD7 GUIDEWALL CRIB REPAIR

W912ES23B0011

JULY 2023

ST. PAUL DISTRICT

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®of Engineers

US Army Corps

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R S of Engineers

US Army Corps

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

APPROVED BY:

APPROVAL RECOMMENDED BY:

CHIEF DIVISIONENGR & CONST

EC-D

CHIEF

CHIEF BRANCH

BRANCH

CHIEF BRANCH

EC-H

EC-G

MENDATION OF ALL DRAWINGS IN THIS SET.

SIGNATURES INDICATE OFFICIAL RECOM-

MENT AS REQUIRED BY ER 1110-1-8152.

WITHIN THE SCOPE OF THEIR EMPLOY-

APPEAR ON THESE PROJECT DOCUMENTS

TRATION DESIGNATIONS OF INDIVIDUALS

THE INITIALS OR SIGNATURES AND REGIS-

PAUL DISTRICT CORPS OF ENGINEERS.

THIS PROJECT WAS DESIGNED BY THE ST.

TECHNICAL LEAD

b6ecprf2 Text Box N/A b6ecprf2 Text Box N/A

BNSF

PROJECT SITE

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SCALE: 1"=400'

VICINITY MAP

G15

LOCATION MAP

SCALE: N.T.S.

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MINNESOTA

DAM 7

LOCK AND

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LEGEND

RIVERS & LAKES

LOCK AND DAM

NATIONAL BOUNDARIES

DISTRICT BOUNDARIES

STATE BOUNDARIES

IOWA

SOUTH DAKOTA

NORTH DAKOTA

MINNESOTA

WISCONSIN

MINOT

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MINNEAPOLIS

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MICHIGAN

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CLOUD

ST.

C A N A D A

LOCATION

PROJECT

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HEYENNE R

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DESCRIPTION

CONSTRUCTION DRAWING INDEX

PRODUCT I.D.

DRAWING NO.

AS-BUILT

REF.

SHEET

LOWER GUIDEWALL MONOLITH CROSS SECTIONS - 7

LOWER GUIDEWALL MONOLITH CROSS SECTIONS - 6

LOWER GUIDEWALL MONOLITH CROSS SECTIONS - 5

LOWER GUIDEWALL MONOLITH CROSS SECTIONS - 4

LOWER GUIDEWALL MONOLITH CROSS SECTIONS - 3

LOWER GUIDEWALL MONOLITH CROSS SECTIONS - 2

LOWER GUIDEWALL MONOLITH CROSS SECTIONS - 1

SITE PLAN

STRUCTURAL DRAWINGS

SITE MAP & CONTROL POINTS

DRAWING INDEX, GENERAL NOTES, AND LEGEND

VICINITY MAP & LOCATION MAP

COVER SHEET

GENERAL SHEETS

S-407

S-406

S-405

S-404

S-403

S-402

S-401

S-101

G-101

G-003

G-002

G-001

LD7LGR_S-407---.dgn

LD7LGR_S-406---.dgn

LD7LGR_S-405---.dgn

LD7LGR_S-404---.dgn

LD7LGR_S-403---.dgn

LD7LGR_S-402---.dgn

LD7LGR_S-401---.dgn

LD7LGR_S-101---.dgn

LD7LGR_G-101---.dgn

LD7LGR_G-003---.dgn

LD7LGR_G-002---.dgn

LD7LGR_G-001---.dgn

DESCRIPTIONDRAWING NO. PRODUCT I.D.

REFERENCE DRAWING INDEX

M-L7-FD 162

M-L7-FD 126

M-L7-FD 113

M-L7-20/11-SF

M-L7-20/10-FS

M-L7-20/1M-FS

TAILWATER DURATION CURVES - JULY - DECEMBER 1938 - 2022

TAILWATER DURATION CURVES - JANUARY - JUNE 1938 - 2022

DECEMBER 31 2013 - 2022

DAILY TAILWATER ELEVATION HYDROGRAPHS - JANUARY 01 -

POOL DURATION CURVES - JULY - DECEMBER 1949 - 2022

POOL DURATION CURVES - JANUARY - JUNE 1949 - 2022

DECEMBER 31 2013 - 2022

DAILY POOL ELEVATION HYDROGRAPHS - JANUARY 01 -

FLOW DURATION CURVES - JULY - DECEMBER 1959 - 2022

FLOW DURATION CURVES - JANUARY - JUNE 1959 - 2022

DAILY FLOW HYDROGRAPHS - JANUARY 01 - DECEMBER 31 2013 - 2022

HYDROGRAPHS

FOUNDATION RECORD MONOLITH NO. LG-1

FOUNDATION RECORD MONOLITH NO. LG-7

FOUNDATION RECORD MONOLITH NO. LG-13

LOCK WATER STAGE RECORDER WELLS

LOCK MASONRY - UPPER AND LOWER GUIDE WALLS

LOCK MONOLITH LAYOUT

STRUCTURAL DRAWINGS

®of Engineers

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EACH VIEW)

(CENTERED UNDER

VIEW SUBTITLE

GENERAL VIEW SYMBOLS

D1

SCALE:

DETAIL/SECTION

SUPPLEMENTAL INFORMATION

D1

SCALE:1" =XXX'

DETAIL/SECTION

SUPPLEMENTAL INFORMATION

TITLE

SECTION/DETAIL

NTS

N

0 1' 2'

TOP

FRONT SIDE

ELEVATION SECTION A-A

DrawingIdentifier

SheetName

DrawingIdentifier

SheetName

DrawingIdentifier

SheetName

SECTION CUT

DETAIL SYMBOL

SEDIMENT.

CONTRACTOR REQUIRED TO ERECT FLOATING SILT CURTAIN TO CONTAIN 7.

'NUMO' = DEPTH BELOW POOL.6.

CONVERTED.

MONOLITH CROSS SECTIONS WERE DRAWN USING MSL 1912 ELEVATIONS, 5.

CONVERSION: MSL 1912 – 0.51 FT = NAVD 88.

CONVERT FROM MSL 1912 TO NAVD 88, PLEASE USE THE FOLLOWING

THE VERTICAL DATUM FOR ALL THE ELEVATIONS SHOWN IS MSL 1912. TO

LOCK AND DAMS 74.

NOT USED.3.

CONTRACT AWARD.

ARE AVAILABLE BY REQUEST TO THE CONTRACTING OFFICER UPON

DETAILED DESCRIPTIONS OF HORIZONTAL AND VERTICAL CONTROL POINTS 2.

UTILITIES.

LOCATION OF UTILITIES AS MAY BE NECESSARY TO AVOID DAMAGE TO THESE

RESPONSIBLE FOR MAKING THE DETERMINATION AS TO THE TYPE AND

OF UTILITIES MAY NOT BE ACCURATE OR ALL INCLUSIVE. THE CONTACTOR IS

THE INFORMATION ON THESE DRAWINGS CONCERNING TYPE AND LOCATION 1.

GENERAL NOTES

TO THE PROJECT COMPLETION.

THE CONTRACTOR SHALL REMOVE ALL FORMWORK PRIOR 5.

LOW-DENSITY CELLULAR CONCRETE.

THE CONTRACTOR SHALL CONFIRM THE PLACEMENT OF 4.

MONOLITHS.

PCF AND 100 PCF, FOR ALL UPPER AND LOWER GUIDEWALL

CRIBBING WITH AN AS-CAST DENSITY TO BE BETWEEN 90

THE CONTRACTOR SHALL COMPLETELY FILL THE TIMBER 3.

RIVER BED MATERIAL.

BAGS MAYBE REQUIRED TO FORM A SEAL ALONG THE CRIBBING AND UNEVEN

SITE, THAT MAY HINDER THE FORMWORK INSTALLATION PROCESS, SAND

CONDITIONS AND MISALIGNMENT (OUT OF PLANE) OF THE TIMBERS, AT EACH

GUIDEWALLS). THE CONTRACTOR SHOULD BE AWARE OF THE TIMBER

TIGHT AROUND THE PERIMETER (RIVERWARD, LANDWARD AND END OF

AND OR CONCRETE MONOLITH, AND SHALL BE INSTALLED TO BE MORTAR

THE FORMWORK IS TO BE SECURELY FASTENED TO THE TIMBER CRIBBING 2.

CONDITION OF THE CRIBBING VERTICAL FACES.

INSPECTION VIDEO, RECORDING THE PRE AND POST CONSTRUCTION

THE CONTRACTOR SHALL PROVIDE THE GOVERNMENT WITH A DIVE 1.

SCOPE OF WORK

EXIST

MAX

MIN

SST

TYPEXISTING

FAR FACE

GALVANIZED

INSIDE FACE

MAXIMUM

MINIMUM

MISCELLANEOUS

NEAR FACE

OUTSIDE FACE

ON CENTER

STAINLESS STEEL

TOP AND BOTTOM

TYPICAL

UNDERGROUND

APPROXIMATE

ALTERNATE WITH

ALUMINUM

BITUMINOUS

BOTTOM

CURB & GUTTER

CONSTRUCTION JOINT

CONCRETE

DIAMETER

EACH FACE

BOT

C/L

C&G

CMP CORRUGATED METAL PIPE

EXPANSION JOINT

ELEVATION

EACH WAY

DRAWINGDWG

NUMBER

SAN SANITARY

SPECIFICATIONS

MIRR MIRRORED

* UNLESS OTHERWISE NOTED ON EACH SHEET

APPROX

ALT W/

ALUM

BITUM

CENTER LINE

CLR CLEAR

CJ

CONC

DIA

EF

EJ

EL

EW

FF

GALV

IF

MISC

OF

NO

OC

SPEC

T&B

UNO

UGND

FES FLARED END SECTION

WIDTH

WATER MAINWM

W

RIVERWARDR/W

LONG

LANDWARDL/W

LG

HT HEIGHT

NTS NOT TO SCALE

NF

GENERAL ABBREVIATIONS

OTHERWISE

UNLESS NOTED

RIVER BOTTOMRB

MONOLITHMON

GENERAL LEGEND

97-41M

WATERMAIN

P.I. POINT

MANHOLE

CATCHBASINCB

WATER VALVE

FIRE HYDRANT

SANITARY SEWER

EXISTING

STORM SEWER

EXISTING

OVERHEAD P0WER

EXISTING

GROUND DUCT

EXISTING UNDER-

EXISTING GAS

SHEETPILE

BUILDINGS

REMOVED

SEWER

SANITARY

NEW

SEWER

NEW STORM

AND NUMBER

LOCATION

BORING

LIMITS OF WORK

FILL

CUT

AND NUMBER

DWG OUTLINE

SHEET ID X-000

LEVEE

3 DIMENSIONAL

POINT

CONTROL

2 DIMENSIONAL

POINT

CONTROL##

1 DIMENSIONAL

POINT

CONTROL##

WOOD

ROCKS

EXISTING EARTH

CONCRETE

VOID AREA

AREA

STAGING

90°

WORK LIMITS

HELIPAD

EXISTING

SEE NOTE

SEE NOTE

90°

90°

PADLOCK

GATE WITH

CONCRETE WALK

FROM EDGE OF

SEE NOTE 4

EXISTING LOCK

GATE WITH

SEE NOTE 5

EXISTING LOCK

EXISTING DAM

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SCALE: 1" = 100'

SITE MAP

J15

TABLE - VERTICAL AND HORIZONTAL CONTROL POINTS

SCALE: N.T.S.

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EXISTING LOADING

LOWER GUIDEWALL

EXISTING

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PARKING AREA

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LOCK 7

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OF THE SPECIFICATION: GOVERNMENT FURNISHED INFORMATION.

PLANS FOR LOCK AND DAM 7 ARE CONTAINED IN A SEPARATE ATTACHMENT

7. BORING LOGS, DIVING REPORTS, SOUNDING DATA AND SCOUR REPAIR

PUBLIC.

THE ROW OF PARKING NEAREST THE GUIDEWALL WILL REMAIN OPEN TO THE 6.

WORK LIMITS FOLLOW EDGE OF EXISTING WALKWAY AND/OR ROAD. 5.

WORK LIMITS FOLLOW EXISTING FENCE LINE.4.

BEYOND THE HELIPAD AND THE PAINTED ISLAND..

LIMITS OF THE PARKING AREA ARE THE 3 ROWS OF PARKING NOT TO EXCEED 3.

ORIGINAL CONDITION.

ALL AREAS DISTURBED DURING CONSTRUCTION TO BE RESTORED TO 2.

AREA.

FOR PARKING AND STAGING AREAS. HELIPAD IS NOT AVAILABLE FOR STAGING

CONTRACTOR TO COORDINATE WITH COR TO DETERMINE FINAL LOCATION 1.

GENERAL SHEET NOTES

100' 200'0

F L O

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.5

18'

5'4'3'6'

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W

E S

B

J U

L Y

P

A U

L M

IN

N

E S

O T

A

S T

P

A U

L D

IS

T

R

-B

U

IL

T N

O

F

IL

E N

A M

E

D S

A

E C

S c re e n

F u ll

S iz e .d s c ri p t

P D

A

E C p d f.

p lt c fg

:4

:1

A

M

/2 /2

L D

L o w e r

G u id e w a ll

C ri b R e p a ir

\L D

L

G R

S

-1

.d g n

T G

R U

N D

H O

F F

E R

L O

W E

R G

U

ID

E W

A L

L

L O

C K

A N

D D

A M

S

IT

E M

A P

S-101

N K

O L

C N

U N

E Z

-O R

L

G R

S

-1

.d

J F

A

D

M N

S P

C S

S

O U

T H

Z O

N E

-U .S

S

U R

V E

Y F

T

M S

L

.9

N

/ASITE PLAN - LOWER GUIDEWALL

SCALE: 30" = 1'

A1

TYPICAL EXISTING PLAN VIEW

SCALE: 1/8" = 1'

F11

EXISTING ELEVATION - RIVERSIDE

A11

SECTION

K11

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

M

IS

S

IS

S

IP

P I R

IV

E R

F L O

W

WOOD PILES

BOT. OF CRIB

EL. 615.00

TOP OF WALL

EL. 647.00

EL. 640.00

EL. 634.50

EL. 629.00

BOT. OF CONC.

MON. EL. 625.00

LANDSIDE

RIVERSIDE

WOOD PILE

JOINT

MONOLITH

LANDSIDE RIVERSIDE

TOP OF WALL

EL. 647.00

LOWER POOL

EL. 631.00

TOP OF WOOD

CRIB EL. 629.00

BOT. OF CONCRETE

MON. EL. 625.00

BOT. OF CRIB

EL. 615.00

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

E L

E V

A T

IO

N

D A

T U

M

V E

R T

IC

A

L C

O N

T R

O L

C

O O

R D

IN

A

T E

S Y

S T

E M

H

O R

IZ

O

N T

A L

C O

N T

R O

L

C O

M B

IN

E

D F

A C

T O

R

C F

G E

O

ID

0 8'4' 16'

0 8'4' 16'

FORMWORK.

EXISTING GROUND ELEVATIONS PRIOR TO DESIGNING OR ORDERING

NOT BE USED FOR FORMWORK DESIGN. CONTRACTOR MUST FIELD VERIFY

ARE APPROXIMATE. ELEVATIONS SHOWN WITHIN THESE DRAWINGS SHOULD

PNEUMOFATHOMETER DURING DIVING INSPECTION. LANDSIDE ELEVATIONS

GUIDEWALL VARY. RIVERWARD ELEVATIONS OBTAINED VIA

EXISTING GROUND ELEVATIONS ON LANDWARD AND RIVERWARD SIDES OF 4.

DAMAGED OR OBSTRUCTED.

WITH COR PRIOR TO FORM SET UP AND PLACEMENT TO ENSURE PIPE IS NOT

LOCATED AT END OF GUIDEWALL; HOWEVER, CONTRACTOR MUST VERIFTY

PROPOSE OPTIONS TO MAINTAIN OUTLET. GAGE HOUSE PIPE IS TYPICALLY

OBSTRUCTED. DEPENDING ON CONDITION OF PIPE, CONTRACTOR MUST

CONTRACTOR TO NOTE THAT GAGE HOUSE PIPE MUST NOT BE DAMAGED OR 3.

MEMOS FOR RECORD AND GUIDANCE MEMOS.

INCLUDED AS GOVERNMENT FURNISHED INFORMATION IN APPENDIX M -

2001, 2003, 2007, 2013, 2017 AND 2022 DIVING INSPECTION REPORTS ARE 2.

S-407.

BELOW THE PLAN VIEW AND SECTION VIEW ON DRAWINGS S-401 THROUGH

ALONG THE BASE OF THE GUIDEWALL, AT THE TIME OF INSPECTION IS NOTED

TIMBERS MAY BE OUT OF PLANE. THE ACTUAL RIVER BOTTOM CONDITION,

PILE MAY BE LOCATED AT BASE OF GUIDEWALLS AND THAT GUIDEWALL

CONTRACTOR TO NOTE THAT OBSTRUCTIONS SUCH AS ROCKS AND SHEET 1.

GENERAL SHEET NOTES

30' 60'0

0 8'4' 16'

N

EL. 629.00, AS SHOWN IN DETAIL A11 AND SECTION K11.

NOTE: EITHER SIDE OF BREAKLINE IS AT EL. 647.00. CUT BETWEEN BREAKLINES IS AT APPROXIMATE

K11

S I

D

A D

V E

R T

IS

E

M E

N T

L A

C R

E S

C E

N T

M

N

L O

C K

D

A M

N O

M

IS

S

IS

S

IP

P I

R

IV

E R

L D

G

U

ID

E W

A L

L C

R

IB

R E

P A

IR

W

E S

B

J U

L Y

P

A U

L M

IN

N

E S

O T

A

S T

P

A U

L D

IS

T

R

-B

U

IL

T N

O

F

IL

E N

A M

E

D S

A

E C

S c re e n

F u ll

S iz e .d s c ri p t

P D

A

E C p d f.

p lt c fg

:5

:5

A

M

/2 /2

L D

L o w e r

G u id e w a ll

C ri b R e p a ir

\L D

L

G R

S

-4

.d g n

T G

R U

N D

H O

F F

E R

M O

N O

L

IT

H C

R O

S S

S E

C T

IO

N

S

L O

W E

R G

U

ID

E W

A L

L

L O

C K

A N

D D

A M

S-401

N K

O L

C N

U N

E Z

-O R

L

G R

S

-4

.d

F

A

D

M N

S P

C S

S

O U

T H

Z O

N E

-U .S

S

U R

V E

Y F

T

M S

L

.9

N /A

SECTION

G1

PLAN - MONOLITH LG-2 (MID)

A16

PLAN - MONOLITH LG-2/1 JOINT

PLAN - MONOLITH LG-1 (MID)

A6

PLAN - MONOLITH LG-1 CORNER

G6

G11

G16

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

VOID AREA

LANDSIDE RIVERSIDE

TOP OF WALL

EL. 647.00

RIVER BOT.

EL. 623.74

EL. 631.74

TOP OF WOOD

CRIB EL. 629.00

BOT. OF CONCRETE

MON. EL. 625.00

RIVER BOT. EL. 616.74

BOT. OF CRIB

EL. 615.00

LANDSIDE

RIVERSIDE

LANDSIDE RIVERSIDE

BOT. OF CRIB

EL. 615.00

RIVER BOT.

EL. 623.74

RIVER BOT. EL. 617.24

BOT. OF CONCRETE

MON. EL. 625.00

TOP OF WOO

CRIB EL. 629.00

EL. 631.74

TOP OF WALL

EL. 647.00

VOID AREA

TOP OF WALL

EL. 647.00

EL. 631.74

TOP OF WOOD

CRIB EL. 629.00

BOT. OF CONCRETE

MON. EL. 625.00

RIVER BOT. EL. 616.74

BOT. OF CRIB

EL. 615.00

RIVERSIDELANDSIDE

RIVER BOT.

EL. 623.74

VOID AREA

VOID AREA

RIVERSIDE

LANDSIDE

LANDSIDE RIVERSIDE

RIVER BOT.

EL. 623.74

TOP OF WALL

EL. 647.00

EL. 631.74

TOP OF WOOD

CRIB EL. 629.00

BOT. OF CONCRETE

MON. EL. 625.00

RIVER BOT. EL. 616.74

BOT. OF CRIB

EL. 615.00

VOID AREAS

VOID AREA

RIVERSIDE

LANDSIDE

RIVERSIDE

LANDSIDE

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

E L

E V

A T

IO

N

D A

T U

M

V E

R T

IC

A

L C

O N

T R

O L

C

O O

R D

IN

A

T E

S Y

S T

E M

H

O R

IZ

O

N T

A L

C O

N T

R O

L

C O

M B

IN

E

D F

A C

T O

R

C F

G E

O

ID

0 8'4' 16'

0 8'4' 16'0 8'4' 16'0 8'4' 16'0 8'4' 16'

0 8'4' 16' 0 8'4' 16' 0 8'4' 16'

LOWER POOL ELEVATION IS AT THE TIME OF INSPECTION.5.

MIDDLE OF EACH MONOLITH.

RIVER BOTTOM ELEVATIONS SURVEYED AT EACH MONOLITH JOINT AND THE 4.

DESIGNING OR ORDERING FORMWORK.

CONTRACTOR MUST FIELD VERIFY EXISTING GROUND ELEVATIONS PRIOR TO

GUIDEWALL VARY AND SHOULD NOT BE USED FOR FORMWORK DESIGN.

EXISTING GROUND ELEVATIONS ON LANDWARD AND RIVERWARD SIDES OF 3.

HANDRAILS AND OTHER WALL APPURTENANCES NOT SHOWN FOR CLARITY.2.

AS 10 FEET.

WAS EQUAL TO OR GREATER THAN 10 FEET DEEP, VOID MARKED ON PLANS

DEPTHS. DEPTHS BETWEEN SOUNDED TIMBERS ARE INTERPOLATED. IF VOID

INSERTED INTO OPENINGS AT EVERY OTHER TIMBER TO OBTAIN VOID

ELEVATIONS FROM 2022 DIVING INSPECTION. A SOUNDING POLE WAS

DATA FROM 2022 DIVING INSPECTION. POOL ELEVATIONS REPRESENT

1. VOID AREAS SHOWN ARE APPROXIMATE ONLY. AREAS REPRESENT VOID

GENERAL SHEET NOTES

C. LANDWARD SIDE RIVER BOTTOM NUMO N/A, RIPRAP PRESENT.

B. RIVERWARD SIDE RIVER BOTTOM NUMO 15FT.

A. BOTTOM OF CONCRETE NUMO 6FT.

1. DIVING SURVEY INDICATED THE FOLLOWING INFORMATION:

NOTE:

C. LANDWARD SIDE RIVER BOTTOM NUMO 8FT.

B. RIVERWARD SIDE RIVER BOTTOM NUMO 14.5FT.

A. BOTTOM OF CONCRETE NUMO 6FT.

1. DIVING SURVEY INDICATED THE FOLLOWING INFORMATION:

NOTE:

C. LANDWARD SIDE RIVER BOTTOM NUMO 8FT.

B. RIVERWARD SIDE RIVER BOTTOM NUMO 15FT.

A. BOTTOM OF CONCRETE NUMO 6FT.

1. DIVING SURVEY INDICATED THE FOLLOWING INFORMATION:

NOTE:

C. LANDWARD SIDE RIVER BOTTOM NUMO 8FT.

B. RIVERWARD SIDE RIVER BOTTOM NUMO 15FT.

A. BOTTOM OF CONCRETE NUMO 6FT.

1. DIVING SURVEY INDICATED THE FOLLOWING INFORMATION:

NOTE:

G6 G16G1 G11

S I

D

A D

V E

R T

IS

E

M E

N T

L A

C R

E S

C E

N T

M

N

L O

C K

D

A M

N O

M

IS

S

IS

S

IP

P I

R

IV

E R

L D

G

U

ID

E W

A L

L C

R

IB

R E

P A

IR

W

E S

B

J U

L Y

P

A U

L M

IN

N

E S

O T

A

S T

P

A U

L D

IS

T

R

-B

U

IL

T N

O

F

IL

E N

A M

E

D S

A

E C

S c re e n

F u ll

S iz e .d s c ri p t

P D

A

E C p d f.

p lt c fg

:5

:5

A

M

/2 /2

L D

L o w e r

G u id e w a ll

C ri b R e p a ir

\L D

L

G R

S

-4

.d g n

T G

R U

N D

H O

F F

E R

M O

N O

L

IT

H C

R O

S S

S E

C T

IO

N

S

L O

W E

R G

U

ID

E W

A L

L

L O

C K

A N

D D

A M

S-402

N K

O L

C N

U N

E Z

-O R

L

G R

S

-4

.d

F

A

D

M N

S P

C S

S

O U

T H

Z O

N E

-U .S

S

U R

V E

Y F

T

M S

L

.9

N /A

SECTION

PLAN - MONOLITH LG-4 (MID)

PLAN - MONOLITH LG-4/3 JOINT

PLAN - MONOLITH LG-3 (MID)

PLAN - MONOLITH LG-3/2 JOINT

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

TOP OF WALL

EL. 647.00

EL. 631.74

TOP OF WOOD

CRIB EL. 629.00

BOT. OF CONCRETE

MON. EL. 625.00

RIVER BOT. EL. 616.74

BOT. OF CRIB

EL. 615.00

RIVER BOT.

EL. 623.74

LANDSIDE RIVERSIDE

VOID AREA VOID AREA

RIVERSIDE

LANDSIDE

TOP OF WALL

EL. 647.00

EL. 631.74

TOP OF WOOD

CRIB EL. 629.00

BOT. OF CONCRETE

MON. EL. 625.00

RIVER BOT. EL. 616.24

BOT. OF CRIB

EL. 615.00

RIVERSIDELANDSIDE

RIVER BOT.

EL. 623.74

VOID AREA VOID AREA

TOP OF WALL

EL. 647.00

EL. 631.74

TOP OF WOOD

CRIB EL. 629.00

BOT. OF CONCRETE

MON. EL. 625.00

RIVER BOT. EL. 617.24

BOT. OF CRIB

EL. 615.00

RIVERSIDELANDSIDE

RIVER BOT.

EL. 623.24

VOID AREA

VOID AREA

RIVERSIDE

LANDSIDE

TOP OF WALL

EL. 647.00

EL. 631.74

TOP OF WOOD

CRIB EL. 629.00

BOT. OF CONCRETE

MON. EL. 625.00

RIVER BOT. EL. 616.74

BOT. OF CRIB

EL. 615.00

RIVER BOT.

EL. 623.24

LANDSIDE RIVERSIDE

VOID AREA

VOID AREA

LANDSIDE

RIVERSIDE RIVERSIDE

LANDSIDE

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

E L

E V

A T

IO

N

D A

T U

M

V E

R T

IC

A

L C

O N

T R

O L

C

O O

R D

IN

A

T E

S Y

S T

E M

H

O R

IZ

O

N T

A L

C O

N T

R O

L

C O

M B

IN

E

D F

A C

T O

R

C F

G E

O

ID

LOWER POOL ELEVATION IS AT THE TIME OF INSPECTION.5.

MIDDLE OF EACH MONOLITH.

RIVER BOTTOM ELEVATIONS SURVEYED AT EACH MONOLITH JOINT AND THE 4.

DESIGNING OR ORDERING FORMWORK.

CONTRACTOR MUST FIELD VERIFY EXISTING GROUND ELEVATIONS PRIOR TO

GUIDEWALL VARY AND SHOULD NOT BE USED FOR FORMWORK DESIGN.

EXISTING GROUND ELEVATIONS ON LANDWARD AND RIVERWARD SIDES OF 3.

HANDRAILS AND OTHER WALL APPURTENANCES NOT SHOWN FOR CLARITY.2.

AS 10 FEET.

WAS EQUAL TO OR GREATER THAN 10 FEET DEEP, VOID MARKED ON PLANS

DEPTHS. DEPTHS BETWEEN SOUNDED TIMBERS ARE INTERPOLATED. IF VOID

INSERTED INTO OPENINGS AT EVERY OTHER TIMBER TO OBTAIN VOID

ELEVATIONS FROM 2022 DIVING INSPECTION. A SOUNDING POLE WAS

DATA FROM 2022 DIVING INSPECTION. POOL ELEVATIONS REPRESENT

1. VOID AREAS SHOWN ARE APPROXIMATE ONLY. AREAS REPRESENT VOID

GENERAL SHEET NOTES

0 8'4' 16'

0 8'4' 16'0 8'4' 16'0 8'4' 16'0 8'4' 16'

3. TOP OF SHEET PILING NUMO 3.5FT, BOTTOM OF SHEET PILING NUMO 16FT.

FLUSH WITH THE INSIDE TIMBER APPROXIMATELY 3.5FT.

2. SHEET PILING RUNS LANDWARD INTO THE TIMBER CRIBBING STARTING

C. LANDWARD SIDE RIVER BOTTOM NUMO 8FT.

B. RIVERWARD SIDE RIVER BOTTOM NUMO 15.5FT.

A. BOTTOM OF CONCRETE NUMO 6FT.

1. DIVING SURVEY INDICATED THE FOLLOWING INFORMATION:

NOTES:

0 8'4' 16' 0 8'4' 16' 0 8'4' 16'

C. LANDWARD SIDE RIVER BOTTOM NUMO 8FT.

B. RIVERWARD SIDE RIVER BOTTOM NUMO 15FT.

A. BOTTOM OF CONCRETE NUMO 6FT.

1. DIVING SURVEY INDICATED THE FOLLOWING INFORMATION:

NOTE:

C. LANDWARD SIDE RIVER BOTTOM NUMO 8.5FT.

B. RIVERWARD SIDE RIVER BOTTOM NUMO 15FT.

A. BOTTOM OF CONCRETE NUMO 6FT.

1. DIVING SURVEY INDICATED THE FOLLOWING INFORMATION:

NOTE:

C. LANDWARD SIDE RIVER BOTTOM NUMO 8.5FT.

B. RIVERWARD SIDE RIVER BOTTOM NUMO 14.5FT.

A. BOTTOM OF CONCRETE NUMO 6FT.

1. DIVING SURVEY INDICATED THE FOLLOWING INFORMATION:

S I

D

A D

V E

R T

IS

E

M E

N T

L A

C R

E S

C E

N T

M

N

L O

C K

D

A M

N O

M

IS

S

IS

S

IP

P I

R

IV

E R

L D

G

U

ID

E W

A L

L C

R

IB

R E

P A

IR

W

E S

B

J U

L Y

P

A U

L M

IN

N

E S

O T

A

S T

P

A U

L D

IS

T

R

-B

U

IL

T N

O

F

IL

E N

A M

E

D S

A

E C

S c re e n

F u ll

S iz e .d s c ri p t

P D

A

E C p d f.

p lt c fg

:0

:0

A M

/2

/2

L D

L o w e r

G u id e w a ll

C ri b R e p a ir

\L D

L

G R

S

-4

.d g n

T G

R U

N D

H O

F F

E R

M O

N O

L

IT

H C

R O

S S

S E

C T

IO

N

S

L O

W E

R G

U

ID

E W

A L

L

L O

C K

A N

D D

A M

S-403

N K

O L

C N

U N

E Z

-O R

L

G R

S

-4

.d

F

A

D

M N

S P

C S

S

O U

T H

Z O

N E

-U .S

S

U R

V E

Y F

T

M S

L

.9

N /A

SECTION

PLAN - MONOLITH LG-6 (MID)

PLAN - MONOLITH LG-6/5 JOINT

PLAN - MONOLITH LG-5 (MID)

PLAN - MONOLITH LG-5/4 JOINT

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

LANDSIDE RIVERSIDE

BOT. OF CRIB

EL. 615.00

RIVER BOT. EL. 616.74

RIVER BOT.

EL. 622.74

TOP OF WALL

EL. 647.00

EL. 631.74

TOP OF WOOD

CRIB EL. 629.00

BOT. OF CONCRETE

MON. EL. 625.00

VOID AREA

VOID AREA

RIVERSIDE

LANDSIDE

TOP OF WALL

EL. 647.00

EL. 631.74

TOP OF WOOD

CRIB EL. 629.00

BOT. OF CONCRETE

MON. EL. 625.00

RIVER BOT. EL. 616.74

BOT. OF CRIB

EL. 615.00

RIVERSIDELANDSIDE

RIVER BOT.

EL. 622.74

VOID AREA

VOID AREA

TOP OF WALL

EL. 647.00

EL. 631.74

TOP OF WOOD

CRIB EL. 629.00

BOT. OF CONCRETE

MON. EL. 625.00

RIVER BOT. EL. 616.24

BOT. OF CRIB

EL. 615.00

RIVERSIDELANDSIDE

RIVER BOT.

EL. 622.74

VOID AREA

VOID AREA

LANDSIDE

RIVERSIDE

TOP OF WALL

EL. 647.00

EL. 631.74

TOP OF WOOD

CRIB EL. 629.00

BOT. OF CONCRETE

MON. EL. 625.00

RIVER BOT. EL. 615.74

BOT. OF CRIB

EL. 615.00

RIVERSIDELANDSIDE

RIVER BOT.

EL. 623.74

VOID AREA

RIVERSIDE

LANDSIDE

RIVERSIDE

LANDSIDE

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

E L

E V

A T

IO

N

D A

T U

M

V E

R T

IC

A

L C

O N

T R

O L

C

O O

R D

IN

A

T E

S Y

S T

E M

H

O R

IZ

O

N T

A L

C O

N T

R O

L

C O

M B

IN

E

D F

A C

T O

R

C F

G E

O

ID

0 8'4' 16'

0 8'4' 16'0 8'4' 16'0 8'4' 16'0 8'4' 16'

C. LANDWARD SIDE RIVER BOTTOM NUMO 9FT.

B. RIVERWARD SIDE RIVER BOTTOM NUMO 15FT.

A. BOTTOM OF CONCRETE NUMO 6FT.

1. DIVING SURVEY INDICATED THE FOLLOWING INFORMATION:

NOTE:

0 8'4' 16' 0 8'4' 16' 0 8'4' 16'

C. LANDWARD SIDE RIVER BOTTOM NUMO 9FT.

B. RIVERWARD SIDE RIVER BOTTOM NUMO 15FT.

A. BOTTOM OF CONCRETE NUMO 6FT.

1. DIVING SURVEY INDICATED THE FOLLOWING INFORMATION:

NOTE:

C. LANDWARD SIDE RIVER BOTTOM NUMO 9FT.

B. RIVERWARD SIDE RIVER BOTTOM NUMO 15.5FT.

A. BOTTOM OF CONCRETE NUMO 6FT.

1. DIVING SURVEY INDICATED THE FOLLOWING INFORMATION:

NOTE:

C. LANDWARD SIDE RIVER BOTTOM NUMO 8FT.

B. RIVERWARD SIDE RIVER BOTTOM NUMO 16FT.

A. BOTTOM OF CONCRETE NUMO 6FT.

1. DIVING SURVEY INDICATED THE FOLLOWING INFORMATION:

NOTE:

LOWER POOL ELEVATION IS AT THE TIME OF INSPECTION.5.

MIDDLE OF EACH MONOLITH.

RIVER BOTTOM ELEVATIONS SURVEYED AT EACH MONOLITH JOINT AND THE 4.

DESIGNING OR ORDERING FORMWORK.

CONTRACTOR MUST FIELD VERIFY EXISTING GROUND ELEVATIONS PRIOR TO

GUIDEWALL VARY AND SHOULD NOT BE USED FOR FORMWORK DESIGN.

EXISTING GROUND ELEVATIONS ON LANDWARD AND RIVERWARD SIDES OF 3.

HANDRAILS AND OTHER WALL APPURTENANCES NOT SHOWN FOR CLARITY.2.

AS 10 FEET.

WAS EQUAL TO OR GREATER THAN 10 FEET DEEP, VOID MARKED ON PLANS

DEPTHS. DEPTHS BETWEEN SOUNDED TIMBERS ARE INTERPOLATED. IF VOID

INSERTED INTO OPENINGS AT EVERY OTHER TIMBER TO OBTAIN VOID

ELEVATIONS FROM 2022 DIVING INSPECTION. A SOUNDING POLE WAS

DATA FROM 2022 DIVING INSPECTION. POOL ELEVATIONS REPRESENT

1. VOID AREAS SHOWN ARE APPROXIMATE ONLY. AREAS REPRESENT VOID

GENERAL SHEET NOTES

S I

D

A D

V E

R T

IS

E

M E

N T

L A

C R

E S

C E

N T

M

N

L O

C K

D

A M

N O

M

IS

S

IS

S

IP

P I

R

IV

E R

L D

G

U

ID

E W

A L

L C

R

IB

R E

P A

IR

W

E S

B

J U

L Y

P

A U

L M

IN

N

E S

O T

A

S T

P

A U

L D

IS

T

R

-B

U

IL

T N

O

F

IL

E N

A M

E

D S

A

E C

S c re e n

F u ll

S iz e .d s c ri p t

P D

A

E C p d f.

p lt c fg

:1

:3

A M

/2

/2

L D

L o w e r

G u id e w a ll

C ri b R e p a ir

\L D

L

G R

S

-4

.d g n

T G

R U

N D

H O

F F

E R

M O

N O

L

IT

H C

R O

S S

S E

C T

IO

N

S

L O

W E

R G

U

ID

E W

A L

L

L O

C K

A N

D D

A M

S-404

N K

O L

C N

U N

E Z

-O R

L

G R

S

-4

.d

F

A

D

M N

S P

C S

S

O U

T H

Z O

N E

-U .S

S

U R

V E

Y F

T

M S

L

.9

N /A

SECTION

PLAN - MONOLITH LG-8 (MID)

PLAN - MONOLITH LG-8/7 JOINT

PLAN - MONOLITH LG-7 (MID)

PLAN - MONOLITH LG-7/6 JOINT

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

TOP OF WALL

EL. 647.00

EL. 631.74

TOP OF WOOD

CRIB EL. 629.00

BOT. OF CONCRETE

MON. EL. 625.00

RIVER BOT. EL. 615.74

BOT. OF CRIB

EL. 615.00

RIVERSIDELANDSIDE

RIVER BOT.

EL. 623.74

VOID AREA

VOID AREA

LANDSIDE

RIVERSIDE

TOP OF WALL

EL. 647.00

EL. 631.74

TOP OF WOOD

CRIB EL. 629.00

BOT. OF CONCRETE

MON. EL. 625.00

RIVER BOT. EL. 616.74

BOT. OF CRIB

EL. 615.00

RIVERSIDELANDSIDE

RIVER BOT.

EL. 623.74

VOID AREA

TOP OF WALL

EL. 647.00

EL. 631.74

TOP OF WOOD

CRIB EL. 629.00

BOT. OF CONCRETE

MON. EL. 625.00

RIVER BOT. EL. 617.74

BOT. OF CRIB

EL. 615.00

RIVERSIDELANDSIDE

RIVER BOT.

EL. 623.74

VOID AREA

VOID AREA

RIVERSIDE

LANDSIDE

TOP OF WALL

EL. 647.00

EL. 631.74

TOP OF WOOD

CRIB EL. 629.00

BOT. OF CONCRETE

MON. EL. 625.00

RIVER BOT. EL. 617.74

BOT. OF CRIB

EL. 615.00

RIVERSIDELANDSIDE

RIVER BOT.

EL. 623.74

VOID AREA

LANDSIDE

RIVERSIDE RIVERSIDE

LANDSIDE

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

E L

E V

A T

IO

N

D A

T U

M

V E

R T

IC

A

L C

O N

T R

O L

C

O O

R D

IN

A

T E

S Y

S T

E M

H

O R

IZ

O

N T

A L

C O

N T

R O

L

C O

M B

IN

E

D F

A C

T O

R

C F

G E

O

ID

LOWER POOL ELEVATION IS AT THE TIME OF INSPECTION.5.

MIDDLE OF EACH MONOLITH.

RIVER BOTTOM ELEVATIONS SURVEYED AT EACH MONOLITH JOINT AND THE 4.

DESIGNING OR ORDERING FORMWORK.

CONTRACTOR MUST FIELD VERIFY EXISTING GROUND ELEVATIONS PRIOR TO

GUIDEWALL VARY AND SHOULD NOT BE USED FOR FORMWORK DESIGN.

EXISTING GROUND ELEVATIONS ON LANDWARD AND RIVERWARD SIDES OF 3.

HANDRAILS AND OTHER WALL APPURTENANCES NOT SHOWN FOR CLARITY.2.

AS 10 FEET.

WAS EQUAL TO OR GREATER THAN 10 FEET DEEP, VOID MARKED ON PLANS

DEPTHS. DEPTHS BETWEEN SOUNDED TIMBERS ARE INTERPOLATED. IF VOID

INSERTED INTO OPENINGS AT EVERY OTHER TIMBER TO OBTAIN VOID

ELEVATIONS FROM 2022 DIVING INSPECTION. A SOUNDING POLE WAS

DATA FROM 2022 DIVING INSPECTION. POOL ELEVATIONS REPRESENT

1. VOID AREAS SHOWN ARE APPROXIMATE ONLY. AREAS REPRESENT VOID

GENERAL SHEET NOTES

0 8'4' 16'

0 8'4' 16'0 8'4' 16'0 8'4' 16'0 8'4' 16'

B. RIVERWARD SIDE RIVER BOTTOM NUMO 16FT.

A. BOTTOM OF CONCRETE NUMO 6FT.

1. DIVING SURVEY INDICATED THE FOLLOWING INFORMATION:

NOTE:

0 8'4' 16' 0 8'4' 16' 0 8'4' 16'

C. LANDWARD SIDE RIVER BOTTOM NUMO 8FT.

B. RIVERWARD SIDE RIVER BOTTOM NUMO 15FT.

A. BOTTOM OF CONCRETE NUMO 6FT.

1. DIVING SURVEY INDICATED THE FOLLOWING INFORMATION:

NOTE:

D. LANDWARD SIDE RIVER BOTTOM NUMO 8FT.

C. FLAT RIVER BOTTOM SAND AND LITTLE ROCK

B. RIVERWARD SIDE RIVER BOTTOM NUMO 14FT.

A. BOTTOM OF CONCRETE NUMO 6FT.

1. DIVING SURVEY INDICATED THE FOLLOWING INFORMATION:

NOTE:

C. LANDWARD SIDE RIVER BOTTOM NUMO 8FT.

B. RIVERWARD SIDE RIVER BOTTOM NUMO 14FT.

A. BOTTOM OF CONCRETE NUMO 6FT.

1. DIVING SURVEY INDICATED THE FOLLOWING INFORMATION:

S I

D

A D

V E

R T

IS

E

M E

N T

L A

C R

E S

C E

N T

M

N

L O

C K

D

A M

N O

M

IS

S

IS

S

IP

P I

R

IV

E R

L D

G

U

ID

E W

A L

L C

R

IB

R E

P A

IR

W

E S

B

J U

L Y

P

A U

L M

IN

N

E S

O T

A

S T

P

A U

L D

IS

T

R

-B

U

IL

T N

O

F

IL

E N

A M

E

D S

A

E C

S c re e n

F u ll

S iz e .d s c ri p t

P D

A

E C p d f.

p lt c fg

:2

:1

A M

/2

/2

L D

L o w e r

G u id e w a ll

C ri b R e p a ir

\L D

L

G R

S

-4

.d g n

T G

R U

N D

H O

F F

E R

M O

N O

L

IT

H C

R O

S S

S E

C T

IO

N

S

L O

W E

R G

U

ID

E W

A L

L

L O

C K

A N

D D

A M

S-405

N K

O L

C N

U N

E Z

-O R

L

G R

S

-4

.d

F

A

D

M N

S P

C S

S

O U

T H

Z O

N E

-U .S

S

U R

V E

Y F

T

M S

L

.9

N /A

SECTION

PLAN - MONOLITH LG-10 (MID)

PLAN - MONOLITH LG-10/9 JOINT

PLAN - MONOLITH LG-9 (MID)

PLAN - MONOLITH LG-9/8 JOINT

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

TOP OF WALL

EL. 647.00

EL. 631.74

TOP OF WOOD

CRIB EL. 629.00

BOT. OF CONCRETE

MON. EL. 625.00

RIVER BOT. EL. 617.74

BOT. OF CRIB

EL. 615.00

RIVERSIDELANDSIDE

RIVER BOT.

EL. 623.74

VOID AREA

VOID AREA

RIVERSIDE

LANDSIDE

TOP OF WALL

EL. 647.00

EL. 631.74

TOP OF WOOD

CRIB EL. 629.00

BOT. OF CONCRETE

MON. EL. 625.00

RIVER BOT. EL. 617.74

BOT. OF CRIB

EL. 615.00

RIVERSIDELANDSIDE

RIVER BOT.

EL. 623.24

VOID AREA

VOID AREA

TOP OF WALL

EL. 647.00

EL. 631.74

TOP OF WOOD

CRIB EL. 629.00

BOT. OF CONCRETE

MON. EL. 625.00

RIVER BOT. EL. 617.74

BOT. OF CRIB

EL. 615.00

RIVERSIDELANDSIDE

RIVER BOT.

EL. 623.74

VOID AREA

RIVERSIDE

LANDSIDE

TOP OF WALL

EL. 647.00

EL. 631.74

TOP OF WOOD

CRIB EL. 629.00

BOT. OF CONCRETE

MON. EL. 625.00

RIVER BOT. EL. 617.74

BOT. OF CRIB

EL. 615.00

RIVERSIDELANDSIDE

RIVER BOT.

EL. 623.24

VOID AREA

LANDSIDE

RIVERSIDE RIVERSIDE

LANDSIDE

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

E L

E V

A T

IO

N

D A

T U

M

V E

R T

IC

A

L C

O N

T R

O L

C

O O

R D

IN

A

T E

S Y

S T

E M

H

O R

IZ

O

N T

A L

C O

N T

R O

L

C O

M B

IN

E

D F

A C

T O

R

C F

G E

O

ID

LOWER POOL ELEVATION IS AT THE TIME OF INSPECTION.5.

MIDDLE OF EACH MONOLITH.

RIVER BOTTOM ELEVATIONS SURVEYED AT EACH MONOLITH JOINT AND THE 4.

DESIGNING OR ORDERING FORMWORK.

CONTRACTOR MUST FIELD VERIFY EXISTING GROUND ELEVATIONS PRIOR TO

GUIDEWALL VARY AND SHOULD NOT BE USED FOR FORMWORK DESIGN.

EXISTING GROUND ELEVATIONS ON LANDWARD AND RIVERWARD SIDES OF 3.

HANDRAILS AND OTHER WALL APPURTENANCES NOT SHOWN FOR CLARITY.2.

AS 10 FEET.

WAS EQUAL TO OR GREATER THAN 10 FEET DEEP, VOID MARKED ON PLANS

DEPTHS. DEPTHS BETWEEN SOUNDED TIMBERS ARE INTERPOLATED. IF VOID

INSERTED INTO OPENINGS AT EVERY OTHER TIMBER TO OBTAIN VOID

ELEVATIONS FROM 2022 DIVING INSPECTION. A SOUNDING POLE WAS

DATA FROM 2022 DIVING INSPECTION. POOL ELEVATIONS REPRESENT

1. VOID AREAS SHOWN ARE APPROXIMATE ONLY. AREAS REPRESENT VOID

GENERAL SHEET NOTES

0 8'4' 16'

0 8'4' 16'0 8'4' 16'0 8'4' 16'0 8'4' 16'

C. LANDWARD SIDE RIVER BOTTOM NUMO 8FT.

B. RIVERWARD SIDE RIVER BOTTOM NUMO 14FT.

A. BOTTOM OF CONCRETE NUMO 6FT.

1. DIVING SURVEY INDICATED THE FOLLOWING INFORMATION:

NOTE:

0 8'4' 16' 0 8'4' 16' 0 8'4' 16'

C. LANDWARD SIDE RIVER BOTTOM NUMO 8FT.

B. RIVERWARD SIDE RIVER BOTTOM NUMO 14FT.

A. BOTTOM OF CONCRETE NUMO 6FT.

1. DIVING SURVEY INDICATED THE FOLLOWING INFORMATION:

NOTE:

C. LANDWARD SIDE RIVER BOTTOM NUMO 8FT.

B. RIVERWARD SIDE RIVER BOTTOM NUMO 14FT.

A. BOTTOM OF CONCRETE NUMO 6FT.

1. DIVING SURVEY INDICATED THE FOLLOWING INFORMATION:

NOTE:

C. LANDWARD SIDE RIVER BOTTOM NUMO 8FT.

B. RIVERWARD SIDE RIVER BOTTOM NUMO 14FT.

A. BOTTOM OF CONCRETE NUMO 6FT.

1. DIVING SURVEY INDICATED THE FOLLOWING INFORMATION:

S I

D

A D

V E

R T

IS

E

M E

N T

L A

C R

E S

C E

N T

M

N

L O

C K

D

A M

N O

M

IS

S

IS

S

IP

P I

R

IV

E R

L D

G

U

ID

E W

A L

L C

R

IB

R E

P A

IR

W

E S

B

J U

L Y

P

A U

L M

IN

N

E S

O T

A

S T

P

A U

L D

IS

T

R

-B

U

IL

T N

O

F

IL

E N

A M

E

D S

A

E C

S c re e n

F u ll

S iz e .d s c ri p t

P D

A

E C p d f.

p lt c fg

:2

:2

A M

/2

/2

L D

L o w e r

G u id e w a ll

C ri b R e p a ir

\L D

L

G R

S

-4

.d g n

T G

R U

N D

H O

F F

E R

M O

N O

L

IT

H C

R O

S S

S E

C T

IO

N

S

L O

W E

R G

U

ID

E W

A L

L

L O

C K

A N

D D

A M

S-406

N K

O L

C N

U N

E Z

-O R

L

G R

S

-4

.d

F

A

D

M N

S P

C S

S

O U

T H

Z O

N E

-U .S

S

U R

V E

Y F

T

M S

L

.9

N /A

SECTION

PLAN - MONOLITH LG-12 (MID)

PLAN - MONOLITH LG-12/11 JOINT

PLAN - MONOLITH LG-11 (MID)

PLAN - MONOLITH LG-11/10 JOINT

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

TOP OF WALL

EL. 647.00

EL. 631.74

TOP OF WOOD

CRIB EL. 629.00

BOT. OF CONCRETE

MON. EL. 625.00

RIVER BOT. EL. 617.74

BOT. OF CRIB

EL. 615.00

RIVERSIDELANDSIDE

RIVER BOT.

EL. 624.24

VOID AREA

RIVERSIDE

LANDSIDE

TOP OF WALL

EL. 647.00

EL. 631.74

TOP OF WOOD

CRIB EL. 629.00

BOT. OF CONCRETE

MON. EL. 625.00

RIVER BOT. EL. 617.74

BOT. OF CRIB

EL. 615.00

RIVERSIDELANDSIDE

RIVER BOT.

EL. 623.24

VOID AREA

VOID AREA

TOP OF WALL

EL. 647.00

EL. 631.74

TOP OF WOOD

CRIB EL. 629.00

BOT. OF CONCRETE

MON. EL. 625.00

RIVER BOT. EL. 617.74

BOT. OF CRIB

EL. 615.00

RIVERSIDELANDSIDE

RIVER BOT.

EL. 624.24

VOID AREA

RIVERSIDE

LANDSIDE

TOP OF WALL

EL. 647.00

EL. 631.74

TOP OF WOOD

CRIB EL. 629.00

BOT. OF CONCRETE

MON. EL. 625.00

RIVER BOT. EL. 617.74

BOT. OF CRIB

EL. 615.00

RIVERSIDELANDSIDE

RIVER BOT.

EL. 624.24

VOID AREA

RIVERSIDE

LANDSIDE

RIVERSIDE

LANDSIDE

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

E L

E V

A T

IO

N

D A

T U

M

V E

R T

IC

A

L C

O N

T R

O L

C

O O

R D

IN

A

T E

S Y

S T

E M

H

O R

IZ

O

N T

A L

C O

N T

R O

L

C O

M B

IN

E

D F

A C

T O

R

C F

G E

O

ID

LOWER POOL ELEVATION IS AT THE TIME OF INSPECTION.5.

MIDDLE OF EACH MONOLITH.

RIVER BOTTOM ELEVATIONS SURVEYED AT EACH MONOLITH JOINT AND THE 4.

DESIGNING OR ORDERING FORMWORK.

CONTRACTOR MUST FIELD VERIFY EXISTING GROUND ELEVATIONS PRIOR TO

GUIDEWALL VARY AND SHOULD NOT BE USED FOR FORMWORK DESIGN.

EXISTING GROUND ELEVATIONS ON LANDWARD AND RIVERWARD SIDES OF 3.

HANDRAILS AND OTHER WALL APPURTENANCES NOT SHOWN FOR CLARITY.2.

AS 10 FEET.

WAS EQUAL TO OR GREATER THAN 10 FEET DEEP, VOID MARKED ON PLANS

DEPTHS. DEPTHS BETWEEN SOUNDED TIMBERS ARE INTERPOLATED. IF VOID

INSERTED INTO OPENINGS AT EVERY OTHER TIMBER TO OBTAIN VOID

ELEVATIONS FROM 2022 DIVING INSPECTION. A SOUNDING POLE WAS

DATA FROM 2022 DIVING INSPECTION. POOL ELEVATIONS REPRESENT

1. VOID AREAS SHOWN ARE APPROXIMATE ONLY. AREAS REPRESENT VOID

GENERAL SHEET NOTES

0 8'4' 16'

0 8'4' 16'0 8'4' 16'0 8'4' 16'0 8'4' 16'

C. LANDWARD SIDE RIVER BOTTOM NUMO 7.5FT.

B. RIVERWARD SIDE RIVER BOTTOM NUMO 14FT.

A. BOTTOM OF CONCRETE NUMO 6FT.

1. DIVING SURVEY INDICATED THE FOLLOWING INFORMATION:

NOTE:

0 8'4' 16' 0 8'4' 16' 0 8'4' 16'

C. LANDWARD SIDE RIVER BOTTOM NUMO 8FT.

B. RIVERWARD SIDE RIVER BOTTOM NUMO 14FT.

A. BOTTOM OF CONCRETE NUMO 6FT.

1. DIVING SURVEY INDICATED THE FOLLOWING INFORMATION:

NOTE:

C. LANDWARD SIDE RIVER BOTTOM NUMO 7.5FT.

B. RIVERWARD SIDE RIVER BOTTOM NUMO 14FT.

A. BOTTOM OF CONCRETE NUMO 6FT.

1. DIVING SURVEY INDICATED THE FOLLOWING INFORMATION:

NOTE:

C. LANDWARD SIDE RIVER BOTTOM NUMO 7.5FT.

B. RIVERWARD SIDE RIVER BOTTOM NUMO 14FT.

A. BOTTOM OF CONCRETE NUMO 6FT.

1. DIVING SURVEY INDICATED THE FOLLOWING INFORMATION:

S I

D

A D

V E

R T

IS

E

M E

N T

L A

C R

E S

C E

N T

M

N

L O

C K

D

A M

N O

M

IS

S

IS

S

IP

P I

R

IV

E R

L D

G

U

ID

E W

A L

L C

R

IB

R E

P A

IR

W

E S

B

J U

L Y

P

A U

L M

IN

N

E S

O T

A

S T

P

A U

L D

IS

T

R

-B

U

IL

T N

O

F

IL

E N

A M

E

D S

A

E C

S c re e n

F u ll

S iz e .d s c ri p t

P D

A

E C p d f.

p lt c fg

:3

:2

A M

/2

/2

L D

L o w e r

G u id e w a ll

C ri b R e p a ir

\L D

L

G R

S

-4

.d g n

T G

R U

N D

H O

F F

E R

M O

N O

L

IT

H C

R O

S S

S E

C T

IO

N

S

L O

W E

R G

U

ID

E W

A L

L

L O

C K

A N

D D

A M

S-407

N K

O L

C N

U N

E Z

-O R

L

G R

S

-4

.d

F

A

D

M N

S P

C S

S

O U

T H

Z O

N E

-U .S

S

U R

V E

Y F

T

M S

L

.9

N /A

SECTION

PLAN - MONOLITH LG-13/12 JOINT

PLAN - MONOLITH LG-13

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

RIVERSIDE

LANDSIDE

TOP OF WALL

EL. 647.00

EL. 631.74

TOP OF WOOD

CRIB EL. 629.00

BOT. OF CONCRETE

MON. EL. 625.00

RIVER BOT. EL. 617.24

BOT. OF CRIB

EL. 615.00

RIVERSIDELANDSIDE

RIVER BOT.

EL. 624.24

VOID AREA

RIVERSIDE

LANDSIDE

INSPECTION

START OF DIVE

TOP OF WALL

EL. 647.00

TOP OF WOOD

CRIB EL. 629.00

EL. 631.74

GAGE HOUSE

PIPE EL. 627.27

BOT. OF CONCRETE

MON. EL. 625.00

RIVER BOT. EL. 617.74

BOT. OF CRIB

EL. 615.00

RIVER BOT.

EL. 621.74

LANDSIDE RIVERSIDE

VOID AREA

VOID AREA

HOUSE PIPE

2" DIA. GAGE

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

E L

E V

A T

IO

N

D A

T U

M

V E

R T

IC

A

L C

O N

T R

O L

C

O O

R D

IN

A

T E

S Y

S T

E M

H

O R

IZ

O

N T

A L

C O

N T

R O

L

C O

M B

IN

E

D F

A C

T O

R

C F

G E

O

ID

0 8'4' 16'

0 8'4' 16'

C. LANDWARD SIDE RIVER BOTTOM NUMO 8.5FT.

B. RIVERWARD SIDE RIVER BOTTOM NUMO 14.5FT.

A. BOTTOM OF CONCRETE NUMO 8.5FT.

1. DIVING SURVEY INDICATED THE FOLLOWING INFORMATION:

NOTE:

LOWER POOL ELEVATION IS AT THE TIME OF INSPECTION.5.

MIDDLE OF EACH MONOLITH.

RIVER BOTTOM ELEVATIONS SURVEYED AT EACH MONOLITH JOINT AND THE 4.

DESIGNING OR ORDERING FORMWORK.

CONTRACTOR MUST FIELD VERIFY EXISTING GROUND ELEVATIONS PRIOR TO

GUIDEWALL VARY AND SHOULD NOT BE USED FOR FORMWORK DESIGN.

EXISTING GROUND ELEVATIONS ON LANDWARD AND RIVERWARD SIDES OF 3.

HANDRAILS AND OTHER WALL APPURTENANCES NOT SHOWN FOR CLARITY.2.

AS 10 FEET.

WAS EQUAL TO OR GREATER THAN 10 FEET DEEP, VOID MARKED ON PLANS

DEPTHS. DEPTHS BETWEEN SOUNDED TIMBERS ARE INTERPOLATED. IF VOID

INSERTED INTO OPENINGS AT EVERY OTHER TIMBER TO OBTAIN VOID

ELEVATIONS FROM 2022 DIVING INSPECTION. A SOUNDING POLE WAS

DATA FROM 2022 DIVING INSPECTION. POOL ELEVATIONS REPRESENT

1. VOID AREAS SHOWN ARE APPROXIMATE ONLY. AREAS REPRESENT VOID

GENERAL SHEET NOTES

0 8'4' 16'

0 8'4' 16'

C. LANDWARD SIDE RIVER BOTTOM NUMO 10FT.

B. RIVERWARD SIDE RIVER BOTTOM NUMO 14FT.

A. BOTTOM OF CONCRETE NUMO 8FT.

1. DIVING SURVEY INDICATED THE FOLLOWING INFORMATION:

G1 G6