W912ES-17-B-0002_LD6_FullSize.pdf

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®of Engineers

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8 1

A

DAM 6

LOCK AND

WISCONSIN

MINNESOTA

L/D 10

L/D 9

L/D 1

L/D 2 L/D 3

L/D 5

L/D 7

L/D 4

L/D 5A L/D 6

L/D 8

MINOT

ROCHESTER

MANKATO

BRAINERD

BEMIDJI

DULUTH

C A N A D A

ST. PAULS.A.F. L/D'S

STATE BOUNDARIES

RIVERS & LAKES

DISTRICT BOUNDARIES

NATIONAL BOUNDARIES

PROJECT

LOCATION

MINNEAPOLIS

L/D LOCK AND DAM

IOWA

SOUTH DAKOTA

NORTH DAKOTA

MINNESOTA

WISCONSIN

S O U R

IS

R

DEVIL'S

LAKE

R E D

R

IV

E R

O F

T H E

N O R T H

LAKE OF

THE WOODS

UPPER

RED LAKE

LOWER

RED LAKE

LAKE

ITASCA

CASS

LAKE

LAKE

WINNIBIGOSHISH

GRAND RAPIDS

LEECH

LAKE

MILLE

LACS

LAKEM

IS

S

IS

S

IP

P

IR.

S T C

ROI

X R .

LAKE

PEPIN

M

INNE

S

OTA

RIVER

BIGSTONE

LAKE

LAKE

TRAVERSE

ST.CLOUD

WIS

CONSIN R.

MICHIGAN

LAKE SUPERIOR

LEGEND

LOCATION MAP

LAKE

ASHTABULA

SHEYENNE

R.

DARLING

LAKE

FORKS

GRAND

EAU CLAIRE

MADISON

PORTAGE

CH

IP

P E W A

R

CITY

VALLEY

NOT TO SCALE

N

MISSISSIPPI RIVER

F L O

W

.9

N

L D

G

C R

G -0 d g n

1" = 3000'

VICINITY MAP

LOCK & DAM 6

SCALE:

0 6000'3000'

WINONA

TREMPEALEAU

SITE

PROJECT

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-B -0

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G-004

DESCRIPTION

NO.

DWG.

INDEX OF DRAWINGS - CONSTRUCTION

FILE NAME

EXIST

MAX

MIN

SST

TYP

EXISTING

FAR FACE

GALVANIZED

INSIDE FACE

MAXIMUM

MINIMUM

MISCELLANEOUS

OUTSIDE FACE

ON CENTER

STAINLESS STEEL

TOP AND BOTTOM

TYPICAL

UNLESS NOTED OTHERWISE

UNDERGROUND

APPROXIMATE

ALTERNATE WITH

ALUMINUM

BITUMINOUS

BOTTOM

CURB & GUTTER

CONSTRUCTION JOINT

CONCRETE

DIAMETER

EACH FACE

BOT

C/L

C&G

CMP CORRUGATED METAL PIPE

ELEVATION

EACH WAY

DRAWINGDWG

HEIGHT

NUMBER

SAN SANITARY

SPECIFICATIONS

MIRR MIRRORED

APPROX

ALT W/

ALUM

BITUM

CENTER LINE

CLR CLEAR

CJ

CONC

DIA

EF

EJ

EL

EW

FF

GALV

HT

IF

MISC

OF

NO

OC

SPEC

T&B

UNO

UGND

FES FLARED END SECTION

WIDTH

WATER MAINWM

W

RIVERWARDR/W

LONG

LANDWARDL/W

LG

M/R MAINTAINACE AND REPAIR

ABBREVIATIONS

* UNLESS OTHERWISE NOTED ON EACH SHEET

NTS NOT TO SCALE

PROP PROPOSED

US UNITED STATES

GENERAL NOTES

DRAWING NUMBER

AS-BUILT

: WORK LIMITS

: SURVEY CONTROL POINT (2D)

: SURVEY CONTROL POINT (3D)

: BORING LOG

EXPANSION JOINT

MID MID SPAN MONOLITH

SCOPE OF WORK

LEGEND

L D

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C R

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S-414

S-413

S-412

S-411

S-410

S-409

S-408

S-407

S-406

S-405

S-404

S-403

S-402

S-401

S-102

S-101

G-101

G-005

G-004

G-003

G-002

G-001

LOCK & DAM 6 - LOWER GUIDE WALL - MONOLITH CROSS SECTIONS - 7

LOCK & DAM 6 - LOWER GUIDE WALL - MONOLITH CROSS SECTIONS - 6

LOCK & DAM 6 - LOWER GUIDE WALL - MONOLITH CROSS SECTIONS - 5

LOCK & DAM 6 - LOWER GUIDE WALL - MONOLITH CROSS SECTIONS - 4

LOCK & DAM 6 - LOWER GUIDE WALL - MONOLITH CROSS SECTIONS - 3

LOCK & DAM 6 - LOWER GUIDE WALL - MONOLITH CROSS SECTIONS - 2

LOCK & DAM 6 - LOWER GUIDE WALL - MONOLITH CROSS SECTIONS - 1

LOCK & DAM 6 - UPPER GUIDE WALL - MONOLITH CROSS SECTIONS - 7

LOCK & DAM 6 - UPPER GUIDE WALL - MONOLITH CROSS SECTIONS - 6

LOCK & DAM 6 - UPPER GUIDE WALL - MONOLITH CROSS SECTIONS - 5

LOCK & DAM 6 - UPPER GUIDE WALL - MONOLITH CROSS SECTIONS - 4

LOCK & DAM 6 - UPPER GUIDE WALL - MONOLITH CROSS SECTIONS - 3

LOCK & DAM 6 - UPPER GUIDE WALL - MONOLITH CROSS SECTIONS - 2

LOCK & DAM 6 - UPPER GUIDE WALL - MONOLITH CROSS SECTIONS - 1

SITE MAP - LOCK & DAM 6 - LOWER GUIDE WALL

SITE MAP - LOCK & DAM 6 - UPPER GUIDE WALL

SITE MAP LOCK & DAM 6

REFERENCE DRAWINGS INDEX

DRAWING INDEX AND LEGEND

NOT USED

DISTRICT, LOCATION AND VICINITY MAPS

COVER SHEET AND SIGNATURE BLOCK

LD6GCR_S-414.DGN

LD6GCR_S-413.DGN

LD6GCR_S-412.DGN

LD6GCR_S-411.DGN

LD6GCR_S-410.DGN

LD6GCR_S-409.DGN

LD6GCR_S-408.DGN

LD6GCR_S-407.DGN

LD6GCR_S-406.DGN

LD6GCR_S-405.DGN

LD6GCR_S-404.DGN

LD6GCR_S-403.DGN

LD6GCR_S-402.DGN

LD6GCR_S-401.DGN

LD6GCR_S-102.DGN

LD6GCR_S-101.DGN

LD6GCR_G-101.DGN

LD6GCR_G-005.DGN

LD6GCR_G-004.DGN

LD6GCR_G-003.DGN

LD6GCR_G-002.DGN

LD6GCR_G-001.DGN

D R

A W

IN

G I

N D

E X A

N D L

E G

E N

D

CURTAIN TO CONTAIN SEDIMENT.

7. CONTRACTOR REQUIRED TO ERECT FLOATING SILT

6. 'NUMO' = DEPTH BELOW POOL.

ELEVATIONS, CONVERTED.

5. MONOLITH CROSS SECTIONS WERE DRAWN USING 1912 MSL

1912 MSL - 0.47 FT = NAVD 88

CONVERSION FOR LD6:

FROM 1912 MSL.

CONVERSION FACTORS: ELEVATIONS SHOWN CONVERTED

4. LOCK AND DAM 6

DIVING REPORT.

UPPER AND LOWER GUIDEWALL IS REFERENCED FROM 2012

APPROXIMATELY. HISTORICAL STATIONING SHOWN AT

PLAN SET HAVE BEEN SIZED AND POSITIONED

3. SITE MAPS AND EXISTING CONDITIONS INCLUDED IN THIS

CONTRACTING OFFICER UPON CONTRACT AWARD.

CONTROL POINTS ARE AVAILABLE BY REQUEST TO THE

2. DETAILED DESCRIPTIONS OF HORIZONTAL AND VERTICAL

DAMAGE TO THESE UTILITIES.

LOCATION OF UTILITIES AS MAY BE NECESSARY TO AVOID

MAKING THE DETERMINATION AS TO THE TYPE AND

INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR

AND LOCATION OF UTILITIES MAY NOT BE ACCURATE OR ALL

1. THE INFORMATION ON THESE DRAWINGS CONCERNING TYPE

W E

S -1

-B -0

CAPTURE ANY LEAKAGE THAT MAY OCCUR.

MAINTAIN THE FLOATING SILT CURTAIN TO

6. THE CONTRACTOR IS TO INSTALL AND

TO THE PROJECT COMPLETION.

5. THE CONTRACTOR SHALL REMOVE ALL FORMWORK PRIOR

THE LOW DENSITY CELLULAR CONCRETE.

4. THE CONTRACTOR SHALL CONFIRM THE PLACEMENT OF

GUIDE WALL MONOLITHS.

90 PC AND 100 PCF, FOR ALL UPPER AND LOWER

CRIBBING WITH AN AS-CAST DENSITY TO BE BETWEEN

3. THE CONTRACTOR SHALL COMPLETELY FILL THE TIMBER

THE CRIBBING AND UNEVEN RIVER BED MATERIAL.

SAND BAGS MAYBE REQUIRED TO FORM A SEAL ALONG

HINDER THE FORMWORK INSTALLATION PROCESS.

OF PLANE) OF THE TIMBERS, AT EACH SITE, THAT MAY

OF THE TIMBER CONDITIONS AND MISALIGNMENT (OUT

GUIDE WALLS). THE CONTRACTOR SHOULD BE AWARE

THE PERIMETER (RIVERWARD, LANDWARD AND END OF

SHALL BE INSTALLED TO BE MORTAR TIGHT AROUND

TIMBER CRIBBING AND OR CONCRETE MONOLITH, AND

2. THE FORMWORK IS TO BE SECURELY FASTENED TO THE

CRIBBING VERTICAL FACES.

AND POST CONSTRUCTION CONDITION OF THE

WITH A DIVE INSPECTION VIDEO, RECORDING THE PRE

1. THE CONTRACTOR SHALL PROVIDE THE GOVERNMENT

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INDEX OF DRAWINGS - REFERENCE

DESCRIPTION

NO.

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NO.

SHEET

* THIS DRAWING HAS BEEN REDUCED TO FIT THE FORMAT

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E X

M-P6-61/4

M-P6-61/3

M-P6-61/2

M-P6-61/1

M-P6-10/1

M-L6-38/23

M-L6-20/34

M-L6-20/28.1

M-L6-20/10-FS

M-L6-20/9-FS

M-L6-20/1-FS

M-L6-10/3-FS

* LOCK AND DAM 6 - MAIN LOCK PROFILE

* LOCK AND DAM 6 - LOWER GUDE WALL CROSS SECTIONS

* LOCK AND DAM 6 - LOWER GUDE WALL CROSS SECTIONS

* LOCK AND DAM 6 - UPPER GUDE WALL CROSS SECTIONS

* LOCK AND DAM 6 - UPPER GUDE WALL CROSS SECTIONS

* LOCK AND DAM 6 - UPPER GUDE WALL CROSS SECTIONS

* LOCK AND DAM 6 - 2012 CROSS SECTION LOCATIONS

* LOCK AND DAM 6 - 2012 CONTOURS

* LOCK AND DAM 6 - LOWER GUIDE WALL APRON & SILL

* LOCK AND DAM 6 - UPPER GUIDE WALL APRON & SILL

* LOCK AND DAM 6 - 2012 DIVING INSPECTION - SITE PLAN AND DRAWING INDEX

* LOCK AND DAM 6 - SECTIONS

* LOCK AND DAM 6 - LOWER GUIDEWALL SCOUR PLAN

* LOCK AND DAM 6 - US APRON LOCK PLAN

* LOCK & DAM NO. 6 - SCOUR REPAIR - LOWER APRON - PLAN & SECTIONS

* LOCK & DAM NO. 6 - SCOUR REPAIR - LOWER GUIDE WALL - PLAN & SECTIONS

* LOCK & DAM NO. 6 - SCOUR REPAIR - UPPER GUIDE WALL EXTENSION - PLAN & SECTIONS

* LOCK & DAM NO. 6 - SCOUR REPAIR - UPPER GUIDE WALL - PLAN & SECTIONS

* LOCK & DAM NO. 6 - SCOUR REPAIR - PLAN - VICINITY MAP & INDEX

* LOCK & DAM NO. 6 - LOADING DOCKS - LOADING DOCK PLAN

* LOCK & DAM NO. 6 - ROCK PROTECTION AT UPPER GUIDE WALL

* LOCK & DAM NO. 6 - UPPER GUIDE WALL EXTENSION - GENERAL PLAN AND DETAILS

* LOCK & DAM NO. 6 - LOCK - MASONRY - UPPER & LOWER GUIDE WALLS

* LOCK & DAM NO. 6 - LOCK - WATER STAGE RECORDER WELLS

* LOCK & DAM NO. 6 - LOCK - GENERAL PLAN

* LOCK & DAM NO. 6 - LOCK - BORINGS

LD6_V-316---.DGN

LD6_V-314---.DGN

LD6_V-313---.DGN

LD6_V-310---.DGN

LD6_V-309---.DGN

LD6_V-308---.DGN

LD6_V-102---.DGN

LD6_V-101---.DGN

R009_L6DIV_12SITE_V-100900.DGN

R008_L6DIV_12SITE_V-100800.DGN

R001_L6DIV_12SITE_V-100100.DGN

LD6SCR12_C-301---.DGN

LD6SCR12_C-102---.DGN

LD6SCR12_C-101---.DGN

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®of Engineers

US Army Corps of Engineers

US Army Corps

SEE NOTE 4

SEE NOTE 5

90°

90°

90°

50'

SEE NOTE 6

SEE NOTE 6

SEE NOTE 7

50'

50'

AREA

STAGING

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®of Engineers

US Army Corps of Engineers

US Army Corps

ID

Sheet

87-8M

87-9M

87-10M

87-11M

"D2" LD6

WELL RIM

S

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G-101

1" = 100'

SITE MAP

LOCK AND DAM 6

SCALE:

N

0 100' 200'

GENERAL NOTES THIS SHEET

L O

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E M

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TREMPEALEAU SE GPS

11,400 FT

APPROXIMATELY

S-103

S-104

M

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EXISTING PARKING LOT.

7. WORK LIMITS FOLLOW EXISTING WALKWAY AND EDGE OF

6. WORK LIMITS FOLLOW EDGE OF EXISTING PARKING LOT.

5. EXISTING GATE WITH LOCK.

FOR STORAGE.

CHAMBER WALL IS FOR ACCESS ONLY AND IS NOT AVAILABLE

ALONG LOCK CHAMBER WALL. WORK LIMITS ALONG LOCK

4. WORK LIMITS FOLLOW EXISTING FENCE LINE AND RAILING

CONDITION.

DURING CONSTRUCTION TO BE RESTORED TO ORIGINAL

PRIOR TO CONSTRUCTION. ALL AREAS DISTURBED

3. CONTRACTOR TO DOCUMENT EXISTING CONDITIONS

FACILITIES AND THE USE OF WATER ON SITE.

LOCKMASTER TO DETERMINE TEMPORARY ELECTRICAL

STAGING AREAS. CONTRACTOR TO COORDINATE WITH USACE

TO DETERMINE FINAL LOCATION FOR PARKING AND

2. CONTRACTOR TO COORDINATE WITH USACE LOCKMASTER

FURNISHED INFORMATION.

CONTAINED IN A SEPARATE ATTACHMENT: GOVERNMENT

1. BORING LOGS, DIVING REPORTS, AND SOUNDING DATA ARE

PILINGS

WOOD

WOOD PILINGS

JOINT

MONOLITH

GUIDEWALL

END OF ORIGINAL

5' 4' 4' 5'

18'

.5

41.17' 40.06'

40.04' 40.02'

40'

40.07' 40.02'

40.19'

40'

40'

40'

40.06' 40.06'

SOUNDINGS.

(SEE NOTE 3) AND

IN DIVING REPORT

INFORMATION FOUND

GROUND PROFILE

BEST AVAILABLE

RIVERWARD) VARIES.

(LANDWARD AND

OF UPPER GUIDEWALL

PROFILE ALONG BASE

EXISTING GROUND

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C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

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2 3

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A

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P L

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C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

ID

Sheet

I-1

I-2

I-3

X -1

X -2

X -3

X -4

X -5

X -6

X -7

X -8

X -9

X -10

X -11

X -12

X -13

X -14

X -15

X -16

X -17

X -18

X -19

U G -1

U G -2

U G -3

U G -4

U G -5

U G -6

U G -7

U G -8

U G -9

U G -10

U G -11

U G -12

U G -13

L-1

L-2

L-3

L-4

L-5

LAND SIDE

RIVER SIDE

UPPER POOL

RIVER SIDELAND SIDE

EL. 654.03

TOP OF WALL

CONCRETE MONOLITH

BOTTOM OF

EL. VARIES

RIVERBED

WOOD CRIB

TOP OF

S

U L L

Y

/0

F /D

P F

P R

F

J L

W I S

P C

S

C E

N T

R A

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U R

V E

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.9

GENERAL NOTES THIS SHEET

/1

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L O

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A

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8 1

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S-101

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H O

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IZ

O N

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O N

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C O

M B

IN

E D F

A C

T O

R

C F

G E

O

ID

120'0 60'

N

1" = 60'

SITE MAP

LOCK AND DAM 6

SCALE:

ABOVE

SEE SECTION

N.T.S.

UPPER GUIDEWALL (UG)

EXISTING SECTION (TYP.)

SCALE:

N.T.S.

UPPER GUIDEWALL (UG)

EXISTING PLAN (TYP.)

SCALE:

N.T.S.

UPPER GUIDEWALL (UG)

EXISTING ELEVATION - RIVER SIDE (TYP.)

SCALE:

F L

O W

L D

G

C R

S -1 d g n

SEE NOTE 3.

STANCHIONS.

AND LIGHTING

LIMITED TO HANDRAILS

INCLUDING BUT NOT

WALL APPURTENANCES

AVOID OR PROTECT ALL

NOTE: CONTRACTOR TO

S

IT

E M

A P

W E

S -1

-B -0

DIVING REPORT.

GOVERNMENT FURNISHED INFORMATION FOR THE 2016

BE OUT OF PLANE. REFER TO SEPARATE ATTACHMENT:

BASE OF GUIDEWALLS AND THAT GUIDEWALL TIMBERS MAY

SHEETPILE OR OTHER OBSTRUCTIONS MAY BE LOCATED AT

3. CONTRACTOR TO NOTE OBSTRUCTIONS SUCH AS ROCKS,

CONDITION.

DURING CONSTRUCTION TO BE RESTORED TO ORIGINAL

PRIOR TO CONSTRUCTION. ALL AREAS DISTURBED

2. CONTRACTOR TO DOCUMENT EXISTING CONDITIONS

STAGING AREAS.

TO DETERMINE FINAL LOCATION FOR PARKING AND

1. CONTRACTOR TO COORDINATE WITH USACE LOCKMASTER

5' 4' 4' 5'

.5

18'

PILINGS

WOOD

JOINT

MONOLITH

PILINGS

WOOD

23.98'

40.07'

40.02'

40.03'

40.02'

40.02'

40.03'

40.15'

39.97'

39.98'

40.08'

40.02'

40.11'

SOUNDINGS.

(SEE NOTE 3) AND

IN DIVING REPORT

INFORMATION FOUND

GROUND PROFILE

BEST AVAILABLE

RIVERWARD) VARIES.

(LANDWARD AND

OF LOWER GUIDEWALL

PROFILE ALONG BASE

EXISTING GROUND

S

U L L

Y

/0

F /D

P F

P R

F

J

W I S

P C

S

C E

N T

R A

L Z

O N

E -U .S S

U R

V E

Y F

T

.9

GENERAL NOTES THIS SHEET

/1

/2

L O

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P E

A L E

A U

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M

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S

IS

S

IP

P I

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IV

E R

S T P

A U

L D

IS

T R

IC

T

S T P

A U

L

M

IN

N E

S O

T A

U .S

A R

M Y C

O R

P S O

F E

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IN

E E

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N A

D

N A

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8 1

A

L O

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A M

S-102

L O

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E L E

V A

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A C

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ID

ABOVE

SEE SECTION

80'0 40'

N.T.S.

LOWER GUIDEWALL (LG)

EXISTING SECTION (TYP.)

SCALE:

N.T.S.

LOWER GUIDEWALL (LG)

EXISTING PLAN (TYP.)

SCALE:

N.T.S.

LOWER GUIDEWALL (LG)

EXISTING ELEVATION - RIVER SIDE (TYP.)

SCALE:

1" = 40'

SITE MAP

LOCK AND DAM 6

SCALE:

N

F L

O W

L D

G

C R

S -1 d g n

S

IT

E M

A P

W E

S -1

-B -0

DIVING REPORT.

GOVERNMENT FURNISHED INFORMATION FOR THE 2016

BE OUT OF PLANE. REFER TO SEPARATE ATTACHMENT:

BASE OF GUIDEWALLS AND THAT GUIDEWALL TIMBERS MAY

SHEETPILE OR OTHER OBSTRUCTIONS MAY BE LOCATED AT

3. CONTRACTOR TO NOTE OBSTRUCTIONS SUCH AS ROCKS,

CONDITION.

DURING CONSTRUCTION TO BE RESTORED TO ORIGINAL

PRIOR TO CONSTRUCTION. ALL AREAS DISTURBED

2. CONTRACTOR TO DOCUMENT EXISTING CONDITIONS

STAGING AREAS.

TO DETERMINE FINAL LOCATION FOR PARKING AND

1. CONTRACTOR TO COORDINATE WITH USACE LOCKMASTER

FOR EXISTING CONDITIONS.

SEE REFERENCE DRAWINGS

AND LIGHTING STANCHIONS.

LIMITED TO HANDRAILS

INCLUDING BUT NOT

WALL APPURTENANCES

AVOID OR PROTECT ALL

NOTE: CONTRACTOR TO

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

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D E

S

IG

N E

D B

Y

D E

S C

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IP

T

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N

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2 3

C

4 5

A

B

M A

R K

A P

P R

D A

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F

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P L

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C A

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®of Engineers

US Army Corps of Engineers

US Army Corps

ID

Sheet

LAND SIDE

RIVER SIDE

LOWER POOL

RIVER SIDELAND SIDE

EL. 654.03

TOP OF WALL

EL. VARIES

RIVERBED

MONOLITH

CONCRETE

BOTTOM OF

WOOD CRIB

TOP OF

I-24

I-25

L-21

L-22

L-23

L-24

L-25

LG

-1

LG

-2

LG

-3

LG

-4

LG

-5

LG

-6

LG

-7

LG

-8

LG

-9

LG

-10

LG

-11

LG

-12

LG

-13

VOID AREA VOID AREA VOID AREA

S

U L L

Y

/0

F /D

P F

P R

F

J

E

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

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C F

G E

/2

L O

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N D D

A M G

U

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A L L C

R

IB

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A

IR

L O

C K A

N D D

A M

T R

E M

P E

A L E

A U

W I

M

IS

S

IS

S

IP

P I

R

IV

E R

S T P

A U

L D

IS

T R

IC

T

S T P

A U

L

M

IN

N E

S O

T A

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

N A

D

W I S

P C

S

C E

N T

R A

L Z

O N

E -U .S S

U R

V E

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N A

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.9

A

S-401

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

M O

N O

L

IT

H C

R O

S S S

E C

T

IO

N S

U P

P E

R G

U

ID

E W

A L L

GENERAL NOTES THIS SHEET

L D

G

C R

S -4 d g n

L O

C K D

A M

1/8" = 1'-0"

S-401

B2

SCALE:

PLAN AND SECTION

MONOLITH UG-1 (MID)

1/8" = 1'-0"

S-401

B4

SCALE:

PLAN AND SECTION

MONOLITH UG-2 (MID)

1/8" = 1'-0"

S-401

B4

SCALE:

PLAN AND SECTION

MONOLITH X-1/UG-1 JOINT

1/8" = 1'-0"

S-401

B3

SCALE:

PLAN AND SECTION

MONOLITH UG-1/2 JOINT

SHOWN FOR CLARITY.

2. HANDRAILS AND OTHER WALL APPURTENANCES NOT

ELEVATIONS FROM APRIL 2016 DIVING INSPECTION.

INSPECTIONS. POOL ELEVATIONS REPRESENT

REPRESENT VOID DATA FROM APRIL 2016 DIVING

1. VOID AREAS SHOWN ARE APPROXIMATE ONLY. AREAS

W E

S -1

-B -0

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

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D E

S

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N E

D B

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N

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2 3

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4 5

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M A

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A P

P R

D A

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F

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S

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D B

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P L

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C A

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P L

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A T

E

D A

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M A

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D E

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IP

T

IO

N

C O

N T

R A

C T N

O

D A

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A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

ID

Sheet

LAND SIDE

RIVER SIDE

LAND SIDE

RIVER SIDE

RIVER SIDELAND SIDERIVER SIDELAND SIDE RIVER SIDELAND SIDERIVER SIDELAND SIDE

EL. 654.03

TOP OF WALL

EL. 645.03, UPPER POOL

CONCRETE MONOLITH

EL. 631.53, BOTTOM OF

OF WOOD CRIB

FLOOR, EL. 630.7

RIVERBED, EL. 630.23 RIVERBED, EL. 630.23

FLOOR, EL. 630.7

RIVERBED, EL. 629.23

FLOOR, EL. 630.7 FLOOR, EL. 630.7

EL. 635.53, TOP

EL. 621.53

EL. 654.03

TOP OF WALL

EL. 645.03, UPPER POOL

CONCRETE MONOLITH

EL. 631.53, BOTTOM OF

OF WOOD CRIB

EL. 645.03, UPPER POOL

CONCRETE MONOLITH

EL. 631.53, BOTTOM OF

OF WOOD CRIB

EL. 645.03, UPPER POOL

CONCRETE MONOLITH

EL. 631.53, BOTTOM OF

OF WOOD CRIB

AT ELEVATION 627.03.

OF UPSTREAM MONOLITH JOINT (X-1/UG-1) AND

LOCATED APPROXIMATELY 9'-6" DOWNSTREAM

ENCLOSED WITH GROUT. END OF PIPE IS

SHALL PROTECT END OF PIPE FROM BEING

LOCATED AT THIS MONOLITH. CONTRACTOR

NOTE: 2 1/2" DIAMETER PIPE FOR GAGE HOUSE

VOID AREA

S

U L L

Y

/0

F /D

P F

P R

F

J

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

/2

L O

C K A

N D D

A M G

U

ID

E W

A L L C

R

IB

R

E P

A

IR

L O

C K A

N D D

A M

T R

E M

P E

A L E

A U

W I

M

IS

S

IS

S

IP

P I

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IV

E R

S T P

A U

L D

IS

T R

IC

T

S T P

A U

L

M

IN

N E

S O

T A

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

N A

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W I S

P C

S

C E

N T

R A

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O N

E -U .S S

U R

V E

Y F

T

N A

V D

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A

S-402

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

M O

N O

L

IT

H C

R O

S S S

E C

T

IO

N S

U P

P E

R G

U

ID

E W

A L L

L D

G

C R

S -4 d g n

GENERAL NOTES THIS SHEET

L O

C K D

A

S-402

B2

SCALE:

PLAN AND SECTION

MONOLITH UG-3 (MID)

1/8" = 1'-0"

S-402

B4

SCALE:

PLAN AND SECTION

MONOLITH UG-4 (MID)

1/8" = 1'-0"

S-402

B3

SCALE:

PLAN AND SECTION

MONOLITH UG-3/4 (MID)

1/8" = 1'-0"

S-402

B1

SCALE:

PLAN AND SECTION

MONOLITH UG-2/3 JOINT

SHOWN FOR CLARITY.

2. HANDRAILS AND OTHER WALL APPURTENANCES NOT

ELEVATIONS FROM APRIL 2016 DIVING INSPECTION.

INSPECTIONS. POOL ELEVATIONS REPRESENT

REPRESENT VOID DATA FROM APRIL 2016 DIVING

1. VOID AREAS SHOWN ARE APPROXIMATE ONLY. AREAS

W E

S -1

-B -0

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

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D E

S

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N E

D B

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D B

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P L

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D A

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N

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N T

R A

C T N

O

D A

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A P

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®of Engineers

US Army Corps of Engineers

US Army Corps

ID

Sheet

LAND SIDE

RIVER SIDE

LAND SIDE

RIVER SIDE

RIVER SIDELAND SIDE RIVER SIDELAND SIDERIVER SIDELAND SIDERIVER SIDELAND SIDE

RIVERBED, EL. 628.23

RIVERBED, EL. 629.23 RIVERBED, EL. 629.23

EL. 654.03

TOP OF WALL

EL. 645.03, UPPER POOL

CONCRETE MONOLITH

EL. 631.53, BOTTOM OF

OF WOOD CRIB

EL. 645.03, UPPER POOL

CONCRETE MONOLITH

EL. 631.53, BOTTOM OF

OF WOOD CRIB

EL. 645.03, UPPER POOL

CONCRETE MONOLITH

EL. 631.53, BOTTOM OF

OF WOOD CRIB

EL. 645.03, UPPER POOL

CONCRETE MONOLITH

EL. 631.53, BOTTOM OF

OF WOOD CRIB

FLOOR, EL. 630.23

FLOOR, EL. 631.23

VOID AREA VOID AREA

S

U L L

Y

/0

F /D

P F

P R

F

J

/2

L O

C K A

N D D

A M G

U

ID

E W

A L L C

R

IB

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A

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L O

C K A

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A M

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P E

A L E

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S

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P I

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A U

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A U

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U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

N A

D

W I S

P C

S

C E

N T

R A

L Z

O N

E -U .S S

U R

V E

Y F

T

N A

V D

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A

S-403

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

M O

N O

L

IT

H C

R O

S S S

E C

T

IO

N S

U P

P E

R G

U

ID

E W

A L L

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

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D

IN

A T

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T E

M

H O

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O N

T A

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O N

T R

O L

C O

M B

IN

E D F

A C

T O

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C F

G E

O

ID

GENERAL NOTES THIS SHEET

L D

G

C R

S -4 d g n

L O

C K D

A

S-403

B2

SCALE:

PLAN AND SECTION

MONOLITH UG-5 (MID)

1/8" = 1'-0"

S-403

B4

SCALE:

PLAN AND SECTION

MONOLITH UG-6 (MID)

1/8" = 1'-0"

S-403

B3

SCALE:

PLAN AND SECTION

MONOLITH UG-5/6 JOINT

1/8" = 1'-0"

S-403

B1

SCALE:

PLAN AND SECTION

MONOLITH UG-4/5 JOINT

SHOWN FOR CLARITY.

2. HANDRAILS AND OTHER WALL APPURTENANCES NOT

ELEVATIONS FROM APRIL 2016 DIVING INSPECTION.

INSPECTIONS. POOL ELEVATIONS REPRESENT

REPRESENT VOID DATA FROM APRIL 2016 DIVING

1. VOID AREAS SHOWN ARE APPROXIMATE ONLY. AREAS

W E

S -1

-B -0

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

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N

D

2 3

C

4 5

A

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M A

R K

A P

P R

D A

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F

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E N

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B E

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S

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D B

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P L

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C A

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P L

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A T

E

D A

T E

M A

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D E

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IP

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IO

N

C O

N T

R A

C T N

O

D A

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A P

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®of Engineers

US Army Corps of Engineers

US Army Corps

ID

Sheet

LAND SIDE

RIVER SIDE

LAND SIDE

RIVER SIDE

RIVER SIDELAND SIDE RIVER SIDELAND SIDERIVER SIDELAND SIDERIVER SIDELAND SIDE

RIVERBED, EL. 629.23

RIVERBED, EL. 628.23 RIVERBED, EL. 628.23

EL. 654.03

TOP OF WALL

EL. 645.03, UPPER POOL

CONCRETE MONOLITH

EL. 631.53, BOTTOM OF

OF WOOD CRIB

EL. 645.03, UPPER POOL

CONCRETE MONOLITH

EL. 631.53, BOTTOM OF

OF WOOD CRIB

EL. 645.03, UPPER POOL

CONCRETE MONOLITH

EL. 631.53, BOTTOM OF

OF WOOD CRIB

EL. 645.03, UPPER POOL

CONCRETE MONOLITH

EL. 631.53, BOTTOM OF

OF WOOD CRIB

FLOOR, EL. 630.73 FLOOR, EL. 631.23 FLOOR, EL. 631.23

S

U L L

Y

/0

F /D

P F

P R

F

J

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

/2

L O

C K A

N D D

A M G

U

ID

E W

A L L C

R

IB

R

E P

A

IR

L O

C K A

N D D

A M

T R

E M

P E

A L E

A U

W I

M

IS

S

IS

S

IP

P I

R

IV

E R

S T P

A U

L D

IS

T R

IC

T

S T P

A U

L

M

IN

N E

S O

T A

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

N A

D

W I S

P C

S

C E

N T

R A

L Z

O N

E -U .S S

U R

V E

Y F

T

N A

V D

.9

A

S-404

8'0 4' 16'

M O

N O

L

IT

H C

R O

S S S

E C

T

IO

N S

U P

P E

R G

U

ID

E W

A L L

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

GENERAL NOTES THIS SHEET

L D

G

C R

S -4 d g n

L O

C K D

A

S-404

B2

SCALE:

PLAN AND SECTION

MONOLITH UG-7 (MID)

1/8" = 1'-0"

S-404

B4

SCALE:

PLAN AND SECTION

MONOLITH UG-8 (MID)

1/8" = 1'-0"

S-404

B1

SCALE:

PLAN AND SECTION

MONOLITH UG-6/7 JOINT

1/8" = 1'-0"

S-404

B3

SCALE:

PLAN AND SECTION

MONOLITH UG-7/8 JOINT

SHOWN FOR CLARITY.

2. HANDRAILS AND OTHER WALL APPURTENANCES NOT

ELEVATIONS FROM APRIL 2016 DIVING INSPECTION.

INSPECTIONS. POOL ELEVATIONS REPRESENT

REPRESENT VOID DATA FROM APRIL 2016 DIVING

1. VOID AREAS SHOWN ARE APPROXIMATE ONLY. AREAS

W E

S -1

-B -0

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

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

ID

Sheet

LAND SIDE

RIVER SIDE

LAND SIDE

RIVER SIDE

RIVER SIDELAND SIDE RIVER SIDELAND SIDERIVER SIDELAND SIDERIVER SIDELAND SIDE

RIVERBED, EL. 628.23 RIVERBED, EL. 628.23

EL. 654.03

TOP OF WALL

EL. 645.03, UPPER POOL

CONCRETE MONOLITH

EL. 631.53, BOTTOM OF

OF WOOD CRIB

EL. 645.03, UPPER POOL

CONCRETE MONOLITH

EL. 631.53, BOTTOM OF

OF WOOD CRIB

EL. 645.03, UPPER POOL

CONCRETE MONOLITH

EL. 631.53, BOTTOM OF

OF WOOD CRIB

EL. 645.03, UPPER POOL

CONCRETE MONOLITH

EL. 631.53, BOTTOM OF

OF WOOD CRIB

FLOOR, EL. 631.23 FLOOR, EL. 631.23

S

U L L

Y

/0

F /D

P F

P R

F

J

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

/2

L O

C K A

N D D

A M G

U

ID

E W

A L L C

R

IB

R

E P

A

IR

L O

C K A

N D D

A M

T R

E M

P E

A L E

A U

W I

M

IS

S

IS

S

IP

P I

R

IV

E R

S T P

A U

L D

IS

T R

IC

T

S T P

A U

L

M

IN

N E

S O

T A

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

N A

D

W I S

P C

S

C E

N T

R A

L Z

O N

E -U .S S

U R

V E

Y F

T

N A

V D

.9

A

S-405

8'0 4' 16'

M O

N O

L

IT

H C

R O

S S S

E C

T

IO

N S

U P

P E

R G

U

ID

E W

A L L

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

GENERAL NOTES THIS SHEET

L D

G

C R

S -4 d g n

L O

C K D

A

S-405

B2

SCALE:

PLAN AND SECTION

MONOLITH UG-9 (MID)

1/8" = 1'-0"

S-405

B4

SCALE:

PLAN AND SECTION

MONOLITH UG-10 (MID)

1/8" = 1'-0"

S-405

B3

SCALE:

PLAN AND SECTION

MONOLITH UG-9/10 JOINT

1/8" = 1'-0"

S-405

B1

SCALE:

PLAN AND SECTION

MONOLITH UG-8/9 JOINT

SHOWN FOR CLARITY.

2. HANDRAILS AND OTHER WALL APPURTENANCES NOT

ELEVATIONS FROM APRIL 2016 DIVING INSPECTION.

INSPECTIONS. POOL ELEVATIONS REPRESENT

REPRESENT VOID DATA FROM APRIL 2016 DIVING

1. VOID AREAS SHOWN ARE APPROXIMATE ONLY. AREAS

W E

S -1

-B -0

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

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

ID

Sheet

LAND SIDE

RIVER SIDE

LAND SIDE

RIVER SIDE

RIVER SIDELAND SIDE RIVER SIDELAND SIDERIVER SIDELAND SIDERIVER SIDELAND SIDE

RIVERBED, EL. 628.23

RIVERBED, EL. 627.23 RIVERBED, EL. 627.23

EL. 654.03

TOP OF WALL

EL. 645.03, UPPER POOL

CONCRETE MONOLITH

EL. 631.53, BOTTOM OF

OF WOOD CRIB

EL. 645.03, UPPER POOL

CONCRETE MONOLITH

EL. 631.53, BOTTOM OF

OF WOOD CRIB

EL. 645.03, UPPER POOL

CONCRETE MONOLITH

EL. 631.53, BOTTOM OF

OF WOOD CRIB

EL. 645.03, UPPER POOL

CONCRETE MONOLITH

EL. 631.53, BOTTOM OF

OF WOOD CRIB

FLOOR, EL. 636.23

FLOOR, EL. 639.23

S

U L L

Y

/0

F /D

P F

P R

F

J

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

/2

L O

C K A

N D D

A M G

U

ID

E W

A L L C

R

IB

R

E P

A

IR

L O

C K A

N D D

A M

T R

E M

P E

A L E

A U

W I

M

IS

S

IS

S

IP

P I

R

IV

E R

S T P

A U

L D

IS

T R

IC

T

S T P

A U

L

M

IN

N E

S O

T A

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

N A

D

W I S

P C

S

C E

N T

R A

L Z

O N

E -U .S S

U R

V E

Y F

T

N A

V D

.9

A

S-406

8'0 4' 16'

M O

N O

L

IT

H C

R O

S S S

E C

T

IO

N S

U P

P E

R G

U

ID

E W

A L L

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

GENERAL NOTES THIS SHEET

L D

G

C R

S -4 d g n

L O

C K D

A

S-406

B2

SCALE:

PLAN AND SECTION

MONOLITH UG-11 (MID)

1/8" = 1'-0"

S-406

B4

SCALE:

PLAN AND SECTION

MONOLITH UG-12 (MID)

1/8" = 1'-0"

S-406

B3

SCALE:

PLAN AND SECTION

MONOLITH UG-11/12 JOINT

1/8" = 1'-0"

S-406

B1

SCALE:

PLAN AND SECTION

MONOLITH UG-10/11 JOINT

SHOWN FOR CLARITY.

2. HANDRAILS AND OTHER WALL APPURTENANCES NOT

ELEVATIONS FROM APRIL 2016 DIVING INSPECTION.

INSPECTIONS. POOL ELEVATIONS REPRESENT

REPRESENT VOID DATA FROM APRIL 2016 DIVING

1. VOID AREAS SHOWN ARE APPROXIMATE ONLY. AREAS

W E

S -1

-B -0

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

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

ID

Sheet

LAND SIDE

RIVER SIDE

LAND SIDE

RIVER SIDE

RIVER SIDELAND SIDERIVER SIDELAND SIDE RIVER SIDELAND SIDERIVER SIDELAND SIDE

RIVERBED, EL. 628.23 RIVERBED, EL. 628.23 RIVERBED, EL. 628.23

EL. 654.03

TOP OF WALL

EL. 645.03, UPPER POOL

CONCRETE MONOLITH

EL. 631.53, BOTTOM OF

OF WOOD CRIB

EL. 645.03, UPPER POOL

CONCRETE MONOLITH

EL. 631.53, BOTTOM OF

OF WOOD CRIB

EL. 645.03, UPPER POOL

CONCRETE MONOLITH

EL. 631.53, BOTTOM OF

OF WOOD CRIB

EL. 645.03, UPPER POOL

CONCRETE MONOLITH

EL. 631.53, BOTTOM OF

OF WOOD CRIB

S

U L L

Y

/0

F /D

P F

P R

F

J

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

/2

L O

C K A

N D D

A M G

U

ID

E W

A L L C

R

IB

R

E P

A

IR

L O

C K A

N D D

A M

T R

E M

P E

A L E

A U

W I

M

IS

S

IS

S

IP

P I

R

IV

E R

S T P

A U

L D

IS

T R

IC

T

S T P

A U

L

M

IN

N E

S O

T A

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

N A

D

W I S

P C

S

C E

N T

R A

L Z

O N

E -U .S S

U R

V E

Y F

T

N A

V D

.9

A

S-407

8'0 4' 16'

M O

N O

L

IT

H C

R O

S S S

E C

T

IO

N S

U P

P E

R G

U

ID

E W

A L L

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

GENERAL NOTES THIS SHEET

L D

G

C R

S -4 d g n

L O

C K D

A

S-407

B2

SCALE:

PLAN AND SECTION

MONOLITH UG-13 (MID)

1/8" = 1'-0"

S-407

B3

SCALE:

PLAN AND SECTION

MONOLITH UG-13/L-1 JOINT

1/8" = 1'-0"

S-407

B1

SCALE:

PLAN AND SECTION

MONOLITH UG-12/13 JOINT

SHOWN FOR CLARITY.

2. HANDRAILS AND OTHER WALL APPURTENANCES NOT

ELEVATIONS FROM APRIL 2016 DIVING INSPECTION.

INSPECTIONS. POOL ELEVATIONS REPRESENT

REPRESENT VOID DATA FROM APRIL 2016 DIVING

1. VOID AREAS SHOWN ARE APPROXIMATE ONLY. AREAS

W E

S -1

-B -0

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

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

ID

Sheet

LAND SIDE

RIVER SIDE

RIVER SIDELAND SIDE RIVER SIDELAND SIDERIVER SIDELAND SIDE

RIVERBED, EL. 628.23 RIVERBED, EL. 626.23

EL. 654.03

TOP OF WALL

EL. 645.03, UPPER POOL

CONCRETE MONOLITH

EL. 631.53, BOTTOM OF

OF WOOD CRIB

EL. 645.03, UPPER POOL

CONCRETE MONOLITH

EL. 631.53, BOTTOM OF

OF WOOD CRIB

EL. 645.03, UPPER POOL

CONCRETE MONOLITH

EL. 631.53, BOTTOM OF

OF WOOD CRIB

VOID AREA VOID AREA VOID AREA VOID AREA

S

U L L

Y

/0

F /D

P F

P R

F

J

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

/2

L O

C K A

N D D

A M G

U

ID

E W

A L L C

R

IB

R

E P

A

IR

L O

C K A

N D D

A M

T R

E M

P E

A L E

A U

W I

M

IS

S

IS

S

IP

P I

R

IV

E R

S T P

A U

L D

IS

T R

IC

T

S T P

A U

L

M

IN

N E

S O

T A

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

N A

D

W I S

P C

S

C E

N T

R A

L Z

O N

E -U .S S

U R

V E

Y F

T

N A

V D

.9

A

S-408

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

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

GENERAL NOTES THIS SHEET

L D

G

C R

S -4 d g n

L O

C K D

A

S-408

B2

SCALE:

PLAN AND SECTION

MONOLITH LG-1 (MID)

1/8" = 1'-0"

S-408

B4

SCALE:

PLAN AND SECTION

MONOLITH LG-2 (MID)

1/8" = 1'-0"

S-408

B3

SCALE:

PLAN AND SECTION

MONOLITH LG-1/2 JOINT

1/8" = 1'-0"

S-408

B1

SCALE:

PLAN AND SECTION

MONOLITH L-25/LG-1 JOINT

SHOWN FOR CLARITY.

2. HANDRAILS AND OTHER WALL APPURTENANCES NOT

ELEVATIONS FROM APRIL 2016 DIVING INSPECTION.

INSPECTIONS. POOL ELEVATIONS REPRESENT

REPRESENT VOID DATA FROM APRIL 2016 DIVING

1. VOID AREAS SHOWN ARE APPROXIMATE ONLY. AREAS

W E

S -1

-B -0

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

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

ID

Sheet

RIVER SIDELAND SIDE RIVER SIDELAND SIDE

RIVER SIDE

LAND SIDE LAND SIDE

RIVER SIDE

RIVER SIDELAND SIDE

EL. 654.03

TOP OF WALL

RIVER SIDELAND SIDE

EL. 638.53, LOWER POOL

OF WOOD CRIB

CONCRETE MONOLITH

EL. 631.53, BOTTOM OF

RIVERBED, EL. 623.33 RIVERBED, EL. 623.83 RIVERBED, EL. 624.33

EL. 635.53, TOP

EL. 654.03

TOP OF WALL

EL. 638.53, LOWER POOL

OF WOOD CRIB

CONCRETE MONOLITH

EL. 631.53, BOTTOM OF

EL. 638.53, LOWER POOL

OF WOOD CRIB

CONCRETE MONOLITH

EL. 631.53, BOTTOM OF

EL. 638.53, LOWER POOL

OF WOOD CRIB

CONCRETE MONOLITH

EL. 631.53, BOTTOM OF

AREA

VOID

S

U L L

Y

/0

F /D

P F

P R

F

J

/2

L O

C K A

N D D

A M G

U

ID

E W

A L L C

R

IB

R

E P

A

IR

L O

C K A

N D D

A M

T R

E M

P E

A L E

A U

W I

M

IS

S

IS

S

IP

P I

R

IV

E R

S T P

A U

L D

IS

T R

IC

T

S T P

A U

L

M

IN

N E

S O

T A

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

N A

D

W I S

P C

S

C E

N T

R A

L Z

O N

E -U .S S

U R

V E

Y F

T

N A

V D

.9

A

S-409

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

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

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

GENERAL NOTES THIS SHEET

L D

G

C R

S -4 d g n

L O

C K D

A

S-409

B2

SCALE:

PLAN AND SECTION

MONOLITH LG-3 (MID)

1/8" = 1'-0"

S-409

B4

SCALE:

PLAN AND SECTION

MONOLITH LG-4 (MID)

1/8" = 1'-0"

S-409

B1

SCALE:

PLAN AND SECTION

MONOLITH LG-2/3 JOINT

1/8" = 1'-0"

S-409

B3

SCALE:

PLAN AND SECTION

MONOLITH LG-3/4 JOINT

SHOWN FOR CLARITY.

2. HANDRAILS AND OTHER WALL APPURTENANCES NOT

ELEVATIONS FROM APRIL 2016 DIVING INSPECTION.

INSPECTIONS. POOL ELEVATIONS REPRESENT

REPRESENT VOID DATA FROM APRIL 2016 DIVING

1. VOID AREAS SHOWN ARE APPROXIMATE ONLY. AREAS

W E

S -1

-B -0

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

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

ID

Sheet

RIVER SIDELAND SIDE RIVER SIDELAND SIDE

LAND SIDE

RIVER SIDE

LAND SIDE

RIVER SIDE

RIVER SIDELAND SIDE RIVER SIDELAND SIDE

RIVERBED, EL. 621.83 RIVERBED, EL. 622.33

TOP OF WALL

EL. 638.53, LOWER POOL

OF WOOD CRIB

CONCRETE MONOLITH

EL. 631.53, BOTTOM OF

EL. 635.53, TOP

EL. 654.03

TOP OF WALL

EL. 638.53, LOWER POOL

OF WOOD CRIB

CONCRETE MONOLITH

EL. 631.53, BOTTOM OF

EL. 638.53, LOWER POOL

OF WOOD CRIB

CONCRETE MONOLITH

EL. 631.53, BOTTOM OF

EL. 638.53, LOWER POOL

OF WOOD CRIB

CONCRETE MONOLITH

EL. 631.53, BOTTOM OF

FLOOR, EL. 637.33

FLOOR, EL. 634.33

FLOOR, EL. 631.33

FLOOR, EL. 630.33

VOID

AREA

VOID

AREA

VOID

S

U L L

Y

/0

F /D

P F

P R

F

J

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

/2

L O

C K A

N D D

A M G

U

ID

E W

A L L C

R

IB

R

E P

A

IR

L O

C K A

N D D

A M

T R

E M

P E

A L E

A U

W I

M

IS

S

IS

S

IP

P I

R

IV

E R

S T P

A U

L D

IS

T R

IC

T

S T P

A U

L

M

IN

N E

S O

T A

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

N A

D

W I S

P C

S

C E

N T

R A

L Z

O N

E -U .S S

U R

V E

Y F

T

N A

V D

.9

A

S-410

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

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

GENERAL NOTES THIS SHEET

L D

G

C R

S -4 d g n

L O

C K D

A

S-410

B2

SCALE:

PLAN AND SECTION

MONOLITH LG-5 (MID)

1/8" = 1'-0"

S-410

B4

SCALE:

PLAN AND SECTION

MONOLITH UG-6 (MID)

1/8" = 1'-0"

S-410

B1

SCALE:

PLAN AND SECTION

MONOLITH LG-4/5 JOINT

1/8" = 1'-0"

S-410

B3

SCALE:

PLAN AND SECTION

MONOLITH UG-5/6 JOINT

SHOWN FOR CLARITY.

2. HANDRAILS AND OTHER WALL APPURTENANCES NOT

ELEVATIONS FROM APRIL 2016 DIVING INSPECTION.

INSPECTIONS. POOL ELEVATIONS REPRESENT

REPRESENT VOID DATA FROM APRIL 2016 DIVING

1. VOID AREAS SHOWN ARE APPROXIMATE ONLY. AREAS

W E

S -1

-B -0

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

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

ID

Sheet

RIVER SIDELAND SIDE RIVER SIDELAND SIDE

LAND SIDE

RIVER SIDE

LAND SIDE

RIVER SIDE

RIVER SIDELAND SIDE RIVER SIDELAND SIDE

RIVERBED, EL. 621.33 RIVERBED, EL. 621.33 RIVERBED, EL. 621.33

FLOOR, EL. 630.8

EL. 654.03

TOP OF WALL

EL. 638.53, LOWER POOL

OF WOOD CRIB

CONCRETE MONOLITH

EL. 631.53, BOTTOM OF

EL. 638.53, LOWER POOL

OF WOOD CRIB

CONCRETE MONOLITH

EL. 631.53, BOTTOM OF

EL. 638.53, LOWER POOL

OF WOOD CRIB

CONCRETE MONOLITH

EL. 631.53, BOTTOM OF

EL. 638.53, LOWER POOL

OF WOOD CRIB

CONCRETE MONOLITH

EL. 631.53, BOTTOM OF

FLOOR, EL. 630.33 FLOOR, EL. 630.33

VOID AREA

VOID

AREA

VOID

S

U L L

Y

/0

F /D

P F

P R

F

J

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

/2

L O

C K A

N D D

A M G

U

ID

E W

A L L C

R

IB

R

E P

A

IR

L O

C K A

N D D

A M

T R

E M

P E

A L E

A U

W I

M

IS

S

IS

S

IP

P I

R

IV

E R

S T P

A U

L D

IS

T R

IC

T

S T P

A U

L

M

IN

N E

S O

T A

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

N A

D

W I S

P C

S

C E

N T

R A

L Z

O N

E -U .S S

U R

V E

Y F

T

N A

V D

.9

A

S-411

8'0 4' 16'

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

GENERAL NOTES THIS SHEET

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

L D

G

C R

S -4 d g n

L O

C K D

A

S-411

B2

SCALE:

PLAN AND SECTION

MONOLITH LG-7 (MID)

1/8" = 1'-0"

S-411

B4

SCALE:

PLAN AND SECTION

MONOLITH LG-8 (MID)

1/8" = 1'-0"

S-411

B1

SCALE:

PLAN AND SECTION

MONOLITH LG-6/7 JOINT

1/8" = 1'-0"

S-411

B3

SCALE:

PLAN AND SECTION

MONOLITH LG-7/8 JOINT

SHOWN FOR CLARITY.

2. HANDRAILS AND OTHER WALL APPURTENANCES NOT

ELEVATIONS FROM APRIL 2016 DIVING INSPECTION.

INSPECTIONS. POOL ELEVATIONS REPRESENT

REPRESENT VOID DATA FROM APRIL 2016 DIVING

1. VOID AREAS SHOWN ARE APPROXIMATE ONLY. AREAS

W E

S -1

-B -0

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

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

ID

Sheet

RIVER SIDELAND SIDE RIVER SIDELAND SIDE

LAND SIDE

RIVER SIDE

LAND SIDE

RIVER SIDE

RIVER SIDELAND SIDE RIVER SIDELAND SIDE

RIVERBED, EL. 623.33 RIVERBED, EL. 623.33 RIVERBED, EL. 623.33

EL. 654.03

TOP OF WALL

EL. 638.53, LOWER POOL

OF WOOD CRIB

CONCRETE MONOLITH

EL. 631.53, BOTTOM OF

EL. 638.53, LOWER POOL

OF WOOD CRIB

CONCRETE MONOLITH

EL. 631.53, BOTTOM OF

EL. 638.53, LOWER POOL

OF WOOD CRIB

CONCRETE MONOLITH

EL. 631.53, BOTTOM OF

EL. 638.53, LOWER POOL

OF WOOD CRIB

CONCRETE MONOLITH

EL. 631.53, BOTTOM OF

FLOOR, EL. 630.33 FLOOR, EL. 630.33

VOID

S

U L L

Y

/0

F /D

P F

P R

F

J

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

/2

L O

C K A

N D D

A M G

U

ID

E W

A L L C

R

IB

R

E P

A

IR

L O

C K A

N D D

A M

T R

E M

P E

A L E

A U

W I

M

IS

S

IS

S

IP

P I

R

IV

E R

S T P

A U

L D

IS

T R

IC

T

S T P

A U

L

M

IN

N E

S O

T A

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

N A

D

W I S

P C

S

C E

N T

R A

L Z

O N

E -U .S S

U R

V E

Y F

T

N A

V D

.9

A

S-412

8'0 4' 16'

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

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

GENERAL NOTES THIS SHEET

L D

G

C R

S -4 d g n

L O

C K D

A

S-412

B2

SCALE:

PLAN AND SECTION

MONOLITH LG-9 (MID)

1/8" = 1'-0"

S-412

B4

SCALE:

PLAN AND SECTION

MONOLITH LG-10 (MID)

1/8" = 1'-0"

S-412

B1

SCALE:

PLAN AND SECTION

MONOLITH LG-8/9 JOINT

1/8" = 1'-0"

S-412

B3

SCALE:

PLAN AND SECTION

MONOLITH LG-9/10 JOINT

SHOWN FOR CLARITY.

2. HANDRAILS AND OTHER WALL APPURTENANCES NOT

ELEVATIONS FROM APRIL 2016 DIVING INSPECTION.

INSPECTIONS. POOL ELEVATIONS REPRESENT

REPRESENT VOID DATA FROM APRIL 2016 DIVING

1. VOID AREAS SHOWN ARE APPROXIMATE ONLY. AREAS

W E

S -1

-B -0

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

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

ID

Sheet

RIVER SIDELAND SIDE RIVER SIDELAND SIDE

LAND SIDE

RIVER SIDE

LAND SIDE

RIVER SIDE

RIVER SIDELAND SIDE RIVER SIDELAND SIDE

RIVERBED, EL. 621.33

RIVERBED, EL. 622.33

EL. 654.03

TOP OF WALL

EL. 638.53, LOWER POOL

OF WOOD CRIB

CONCRETE MONOLITH

EL. 631.53, BOTTOM OF

EL. 638.53, LOWER POOL

OF WOOD CRIB

CONCRETE MONOLITH

EL. 631.53, BOTTOM OF

EL. 638.53, LOWER POOL

OF WOOD CRIB

CONCRETE MONOLITH

EL. 631.53, BOTTOM OF

EL. 638.53, LOWER POOL

OF WOOD CRIB

CONCRETE MONOLITH

EL. 631.53, BOTTOM OF

FLOOR, EL. 629.33

VOID

S

U L L

Y

/0

F /D

P F

P R

F

J

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

/2

L O

C K A

N D D

A M G

U

ID

E W

A L L C

R

IB

R

E P

A

IR

L O

C K A

N D D

A M

T R

E M

P E

A L E

A U

W I

M

IS

S

IS

S

IP

P I

R

IV

E R

S T P

A U

L D

IS

T R

IC

T

S T P

A U

L

M

IN

N E

S O

T A

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

N A

D

W I S

P C

S

C E

N T

R A

L Z

O N

E -U .S S

U R

V E

Y F

T

N A

V D

.9

A

S-413

8'0 4' 16'

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

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

GENERAL NOTES THIS SHEET

L D

G

C R

S -4 d g n

L O

C K D

A

S-413

B2

SCALE:

PLAN AND SECTION

MONOLITH LG-11 (MID)

1/8" = 1'-0"

S-413

B4

SCALE:

PLAN AND SECTION

MONOLITH LG-12 (MID)

1/8" = 1'-0"

S-413

B1

SCALE:

PLAN AND SECTION

MONOLITH LG-10/11 JOINT

1/8" = 1'-0"

S-413

B3

SCALE:

PLAN AND SECTION

MONOLITH LG-11/12 JOINT

SHOWN FOR CLARITY.

2. HANDRAILS AND OTHER WALL APPURTENANCES NOT

ELEVATIONS FROM APRIL 2016 DIVING INSPECTION.

INSPECTIONS. POOL ELEVATIONS REPRESENT

REPRESENT VOID DATA FROM APRIL 2016 DIVING

1. VOID AREAS SHOWN ARE APPROXIMATE ONLY. AREAS

W E

S -1

-B -0

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

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

ID

Sheet

RIVER SIDELAND SIDE RIVER SIDELAND SIDE

LAND SIDE

RIVER SIDE

LAND SIDE

RIVER SIDE

RIVER SIDELAND SIDE RIVER SIDELAND SIDE

RIVERBED, EL. 621.33 RIVERBED, EL. 621.33 RIVERBED, EL. 621.33 RIVERBED, EL. 621.33

EL. 654.03

TOP OF WALL

EL. 638.53, LOWER POOL

OF WOOD CRIB

CONCRETE MONOLITH

EL. 631.53, BOTTOM OF

EL. 638.53, LOWER POOL

OF WOOD CRIB

CONCRETE MONOLITH

EL. 631.53, BOTTOM OF

EL. 638.53, LOWER POOL

OF WOOD CRIB

CONCRETE MONOLITH

EL. 631.53, BOTTOM OF

EL. 638.53, LOWER POOL

OF WOOD CRIB

CONCRETE MONOLITH

EL. 631.53, BOTTOM OF

VOID

AREA

VOID

S

U L L

Y

/0

F /D

P F

P R

F

J

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

/2

L O

C K A

N D D

A M G

U

ID

E W

A L L C

R

IB

R

E P

A

IR

L O

C K A

N D D

A M

T R

E M

P E

A L E

A U

W I

M

IS

S

IS

S

IP

P I

R

IV

E R

S T P

A U

L D

IS

T R

IC

T

S T P

A U

L

M

IN

N E

S O

T A

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

N A

D

W I S

P C

S

C E

N T

R A

L Z

O N

E -U .S S

U R

V E

Y F

T

N A

V D

.9

A

S-414

8'0 4' 16'

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

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

GENERAL NOTES THIS SHEET

L D

G

C R

S -4 d g n

L O

C K D

A

S-414

B2

SCALE:

PLAN AND SECTION

MONOLITH LG-13 (MID)

1/8" = 1'-0"

S-414

B3

SCALE:

PLAN AND SECTION

MONOLITH LG-13 (END)

1/8" = 1'-0"

S-414

B1

SCALE:

PLAN AND SECTION

MONOLITH LG-12/13 JOINT

SHOWN FOR CLARITY.

2. HANDRAILS AND OTHER WALL APPURTENANCES NOT

ELEVATIONS FROM APRIL 2016 DIVING INSPECTION.

INSPECTIONS. POOL ELEVATIONS REPRESENT

REPRESENT VOID DATA FROM APRIL 2016 DIVING

1. VOID AREAS SHOWN ARE APPROXIMATE ONLY. AREAS

W E

S -1

-B -0

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

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

ID

Sheet

RIVER SIDELAND SIDE

LAND SIDE

RIVER SIDE

RIVER SIDELAND SIDE RIVER SIDELAND SIDE

RIVERBED, EL. 621.33

RIVERBED, EL. 622.33

EL. 654.03

TOP OF WALL

EL. 638.53, LOWER POOL

OF WOOD CRIB

CONCRETE MONOLITH

EL. 631.53, BOTTOM OF

EL. 638.53, LOWER POOL

OF WOOD CRIB

CONCRETE MONOLITH

EL. 631.53, BOTTOM OF

EL. 638.53, LOWER POOL

OF WOOD CRIB

CONCRETE MONOLITH

EL. 631.53, BOTTOM OF

FLOOR, EL. 622.83

boring 25 at end of upper guide wall and boring 29 at end of lower guide wall.

LD6_References_DSize