W912ES-17-B-0002_LD8_FullSize.pdf

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®of Engineers

US Army Corps of Engineers

US Army Corps a u t o t im e

ID

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DAM 8

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

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CITY

VALLEY

NOT TO SCALE

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F L O

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NEW

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SITE

PROJECT

N

1" = 5000'

VICINITY MAP

LOCK & DAM 8

SCALE:

0 10000'5000'

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G-003

DESCRIPTION

NO.

DWG.

INDEX OF DRAWINGS - CONSTRUCTION

FILE NAME

INDEX OF DRAWINGS - REFERENCE

DESCRIPTION

FILE NAME

NO.

DWG.

NO.

SHEET

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

EXPANSION JOINT

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

A N

D R

E F

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C E D

R A

W

IN

G I

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IN

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E X L E

G E

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DRAWING NUMBER

AS-BUILT

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.9

A

: WORK LIMITS

: SURVEY CONTROL POINT (2D)

: SURVEY CONTROL POINT (3D)

: BORING LOG

MID MID SPAN MONOLITH

SCOPE OF WORK

LEGEND L

D

G

C R

G -0 d g n

LD8GCR_S-414----.DGN

LD8GCR_S-413----.DGN

LD8GCR_S-412----.DGN

LD8GCR_S-411----.DGN

LD8GCR_S-410----.DGN

LD8GCR_S-409----.DGN

LD8GCR_S-408----.DGN

LD8GCR_S-407----.DGN

LD8GCR_S-406----.DGN

LD8GCR_S-405----.DGN

LD8GCR_S-404----.DGN

LD8GCR_S-403----.DGN

LD8GCR_S-402----.DGN

LD8GCR_S-401----.DGN

LD8GCR_S-102----.DGN

LD8GCR_S-101----.DGN

LD8GCR_G-101----.DGN

LD8GCR_G-003----.DGN

LD8GCR_G-002----.DGN

LD8GCR_G-001----.DGN

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-003

G-002

G-001

LOCK & DAM 8 - LOWER GUIDEWALL - MONOLITH CROSS SECTIONS - 7

LOCK & DAM 8 - LOWER GUIDEWALL - MONOLITH CROSS SECTIONS - 6

LOCK & DAM 8 - LOWER GUIDEWALL - MONOLITH CROSS SECTIONS - 5

LOCK & DAM 8 - LOWER GUIDEWALL - MONOLITH CROSS SECTIONS - 4

LOCK & DAM 8 - LOWER GUIDEWALL - MONOLITH CROSS SECTIONS - 3

LOCK & DAM 8 - LOWER GUIDEWALL - MONOLITH CROSS SECTIONS - 2

LOCK & DAM 8 - LOWER GUIDEWALL - MONOLITH CROSS SECTIONS - 1

LOCK & DAM 8 - UPPER GUIDEWALL - MONOLITH CROSS SECTIONS - 7

LOCK & DAM 8 - UPPER GUIDEWALL - MONOLITH CROSS SECTIONS - 6

LOCK & DAM 8 - UPPER GUIDEWALL - MONOLITH CROSS SECTIONS - 5

LOCK & DAM 8 - UPPER GUIDEWALL - MONOLITH CROSS SECTIONS - 4

LOCK & DAM 8 - UPPER GUIDEWALL - MONOLITH CROSS SECTIONS - 3

LOCK & DAM 8 - UPPER GUIDEWALL - MONOLITH CROSS SECTIONS - 2

LOCK & DAM 8 - UPPER GUIDEWALL - MONOLITH CROSS SECTIONS - 1

LOCK & DAM 8 - LOWER GUIDEWALL PLAN

LOCK & DAM 8 - UPPER GUIDEWALL PLAN

SITE MAP - LOCK & DAM 8

INDEX OF DRAWINGS AND REFERENCE DRAWINGS

DISTRICT, LOCATION AND VICINITY MAPS

COVER SHEET AND SIGNATURE BLOCK

M-L8-61/11

M-L8-61/10

M-L8-10/2

M-L8-88/1

M-L8-20/10-FS

M-L8-20/1-FS

M-L8-10/3-FS

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 - 0.68 FT = NAVD 88

CONVERSION FOR LD8:

SHOWN CONVERTED FROM 1912 MSL.

4. LOCK AND DAM 8 CONVERSION FACTORS: ELEVATIONS

REPORT, INCLUDED IN PROJECT REFERENCE DRAWINGS.

UPPER GUIDEWALL IS REFERENCED FROM 2013 DIVING

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

* THIS DRAWING HAS BEEN REDUCED TO FIT THE FORMAT.

*LOCK & DAM NO. 8 - LOWER GUIDE WALL SECTIONS

*LOCK & DAM NO. 8 - UPPER GUIDE WALL SECTIONS

*LOCK & DAM NO. 8 - UPPER GUIDE WALL SECTIONS

*LOCK & DAM NO. 8 - MAIN LOCK PROFILE

*LOCK & DAM NO. 8 - 2012 CONTOUR PLAN

*LOCK & DAM NO. 8 - 2013 DIVING INSPECTION - LOWER GUIDE WALL

*LOCK & DAM NO. 8 - 2013 DIVING INSPECTION - UPPER GUIDE WALL

*LOCK & DAM NO. 8 - 2013 DIVING INSPECTION - SITE PLAN AND DRAWING INDEX

UMR LOCKS AND DAMS SCOUR REPAIR 2012 - SECTIONS

UMR LOCKS AND DAMS SCOUR REPAIR 2012 - LOWER GUIDEWALL SCOUR REPAIR

*LOCK & DAM NO. 8 - SCOUR REPAIR - LOWER GUIDE WALL PLAN & SECTIONS

*LOCK & DAM NO. 8 - SCOUR REPAIR - UPPER GUIDE WALL PLAN & SECTIONS

*LOCK & DAM NO. 8 - SCOUR REPAIR - PLAN, VICINITY MAP & INDEX

*LOCK & DAM NO. 8 - PLAN & SLOPE PROTECTION CROSS SECTIONS

*LOCK & DAM NO. 8 - LOCK - MASONRY - UPPER GUIDE WALLS

*LOCK & DAM NO. 8 - LOCK - GENERAL PLAN

*LOCK & DAM NO. 8 - LOCK - BORINGS

LD8SNDG2013_C-317---.DGN

LD8SNDG2013_C-313---.DGN

LD8SNDG2013_C-312---.DGN

LD8SNDG2013_C-201---.DGN

LD8SNDG2013_C-101---.DGN

R007_L8DIV_13SITE_V-100700.DGN

R006_L8DIV_13SITE_V-100600.DGN

R001_L8DIV_13SITE_V-100100.DGN

W E

S -1

-B -0

THE PROJECT COMPLETION.

5. THE CONTRACTOR SHALL REMOVE ALL FORMWORK PRIOR TO

LOW DENSITY CELLULAR CONCRETE.

4. THE CONTRACTOR SHALL CONFIRM THE PLACEMENT OF

LOWER GUIDE WALL MONOLITHS.

BE BETWEEN 90 PCF AND 100 PCF, FOR ALL UPPER AND

CRIBBING WITH AN AS-CAST DENSITY TO

3. THE CONTRACTOR SHALL COMPLETELY FILL THE TIMBER

ALONG THE CRIBBING AND UNEVEN RIVER BED MATERIAL.

PROCESS. SAND BAGS MAYBE REQUIRED TO FORM A SEAL

EACH SITE, THAT MAY HINDER THE FORMWORK INSTALLATION

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

CONTRACTOR SHOULD BE AWARE OF THE TIMBER CONDITIONS

(RIVERWARD, LANDWARD AND END OF GUIDE WALLS). THE

BE INSTALLED TO BE MORTAR TIGHT AROUND THE PERIMETER

TIMBER CRIBBING AND OR CONCRETE MONOLITH, AND SHALL

2. THE FORMWORK IS TO BE SECURELY FASTENED TO THE

FACES.

CONSTRUCTION CONDITION OF THE CRIBBING VERTICAL

A DIVE INSPECTION VIDEO, RECORDING THE PRE AND POST

1. THE CONTRACTOR SHALL PROVIDE THE GOVERNMENT WITH

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®of Engineers

US Army Corps of Engineers

US Army Corps a u t o t im e

AREA

STAGING

SEE NOTE 6

SEE NOTE 4

SEE NOTE 5

150'

90°

90°

90°

90°

SEE NOTE 7

90°

90°

150'

SEE NOTE 7

SEE NOTE 8

NOTE 5

SEE

"LWMP8" LD8

"IWMP8" LD8

87-32M

87-33M

87-34M

S

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/0

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1" = 100'

SITE MAP

LOCK AND DAM 8

SCALE:

N

0 100' 200'

GENERAL NOTES THIS SHEET

G-101

L O

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4400 FT

APPROXIMATELY

2400 FT

APPROXIMATELY

S 123

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AND ROAD.

8. WORK LIMITS FOLLOW EDGE OF EXISTING PARKING LOT

7. WORK LIMITS FOLLOW EXISTING FENCE LINE.

RESPONSIBLE TO RETURN SITE TO ORIGINAL CONDITION.

IS ALLOWED TO GUIDEWALL. CONTRACTOR IS

COR AS TO THE EXACT LOCATION WHERE VEHICLE ACCESS

6. EXISTING HONEYCOMB PAVERS. COORDINATE WITH

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

STAGING AREAS.

TO DETERMINE FINAL LOCATION FOR PARKING AND

2. CONTRACTOR TO COORDINATE WITH USACE LOCKMASTER

INFORMATION.

IN A SEPARATE ATTACHMENT: GOVERNMENT FURNISHED

SCOUR REPAIR PLANS FOR LOCK AND DAM 8 ARE CONTAINED

1. BORING LOGS, DIVING REPORTS, SOUNDING DATA AND

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®of Engineers

US Army Corps of Engineers

US Army Corps

ID

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50'

7'4'4'5'

20'

PILINGS

WOOD

JOINT

MONOLITH

PILINGS

WOOD

.1

AND SOUNDINGS.

(SEE NOTE 3)

DIVING REPORT

INFORMATION IN

GROUND PROFILE

AVAILABLE

VARIES. BEST

RIVERWARD)

(LANDWARD AND

GUIDEWALL

BASE OF UPPER

PROFILE ALONG

EXISTING GROUND

S

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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:

1" = 40'

SITE MAP

LOCK AND DAM 8

SCALE:

80'0 40'

F L

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S -1 d g n

NOTE 3.

STANCHIONS. SEE

AND LIGHTING

LIMITED TO HANDRAILS

INCLUDING BUT NOT

WALL APPURTENANCES

AVOID OR PROTECT ALL

NOTE: CONTRACTOR TO

W E

S -1

-B -0

INFORMATION.

THE SEPARATE ATTACHMENT: GOVERNMENT FURNISHED

POST PLACEMENT SURVEY INFORMATION CAN BE FOUND IN

UPPER GUIDE WALL. THE 2016 SCOUR REPAIR DESIGN AND

TO HAVE BEEN PLACED ALONG THE ENTIRE LENGTH OF THE

IS NOT REPRESENTED IN THE DRAWING SET. RIPRAP APPEARS

DIVE INSPECTION WAS COMPLETED. THE RIPRAP PLACEMENT

GUIDE WALL IN JULY AND AUGUST 2016 AFTER THE APRIL 2016

4. RIPRAP WAS PLACED ALONG THE UPSTREAM

DIVING REPORT.

GOVERNMENT FURNISHED INFORMATION FOR THE 2016

MAY BE OUT OF PLANE. REFER TO SEPARATE ATTACHMENT:

AT BASE OF GUIDEWALLS AND THAT GUIDEWALL TIMBERS

SHEET PILE OR OTHER OBSTRUCTIONS MAY BE LOCATED

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

STA. 0+94.83 A

L -3

L -2

L -1

B M

M G

M G

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 -1

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U

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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 SIDE LAND SIDE

TOP OF WOOD CRIB

EL. VARIES

RIVERBED

EL. 638.32

TOP OF WALL

MONOLITH

CONCRETE

BOTTOM OF

EL. 631.0, UPPER POOL

JOINT

MONOLITH

PILINGS

WOOD

PILINGS

WOOD

5' 4' 4' 7'

20'

AND SOUNDINGS.

(SEE NOTE 3)

DIVING REPORT

INFORMATION IN

GROUND PROFILE

AVAILABLE

VARIES. BEST

RIVERWARD)

(LANDWARD AND

GUIDEWALL

BASE OF LOWER

PROFILE ALONG

EXISTING GROUND

S

U L L

Y

/0

F /D

P F

P R

F

J

/2

L O

C K A

N D D

A

ID

E W

A L L C

R

IB

R

E P

A

IR

L O

C K A

N D D

A M

G E

N O

A

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

L O

W E

R G

U

ID

E W

A L L P

L A

N

L O

C K D

A M

S-102

N

GENERAL NOTES THIS SHEET

1" = 40'

SITE MAP

LOCK AND DAM 8

SCALE:

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

D

W I S

P C

S S

O U

T H Z

O N

E -U .S S

U R

V E

Y F

T

N A

V D

.9

A

ABOVE

SEE SECTION

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:

80'0 40'

F L

O W

L D

G

C R

S -1 d g n

SEE NOTE 3.

AND LIGHTING STANCHIONS.

LIMITED TO HANDRAILS

INCLUDING BUT NOT

WALL APPURTENANCES

AVOID OR PROTECT ALL

NOTE: CONTRACTOR TO

W E

S -1

-B -0

DIVING REPORT.

GOVERNMENT FURNISHED INFORMATION FOR THE 2016

MAY BE OUT OF PLANE. REFER TO SEPARATE ATTACHMENT:

AT BASE OF GUIDEWALLS AND THAT GUIDEWALL TIMBERS

SHEET PILE OR OTHER OBSTRUCTIONS MAY BE LOCATED

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

L -2

L -2

L -2

I-2

I-2

L G -1

L G -2

L G -3

L G -4

L G -5

L G -6

L G -7

L G -8

L G -9

L G -1

L

G -1

L

G -1

L

G -1

Lgw

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 SIDE LAND SIDE

TOP OF WOOD CRIB

EL. VARIES

RIVERBED

LOWER POOL

MONOLITH

CONCRETE

BOTTOM OF

EL. 638.32

TOP OF WALL

.0

10.0'

33.4'

VOID AREAVOID AREA

VOID AREA

S

U L L

Y

/0

F /D

P F

P R

F

J

I S

P C

S S

O U

T H Z

O N

E -U .S S

U R

V E

Y F

T

.9

8'0 4' 16'

/1

/2

L O

C K A

N D D

A

ID

E W

A L L C

R

IB

R

E P

A

IR

L O

C K A

N D D

A M

G E

N O

A

W I

M

IS

S

IS

S

IP

P I

R

IV

E R

S T P

A U

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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

N A

V D

8 1

A

S-401

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 O

C K D

A M

E L E

V A

T

IO

N D

A T

U M

V E

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IC

A L C

O N

T R

O L

C O

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D

IN

A T

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Y S

T E

M

H O

R

IZ

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

R

C F

G E

O

ID

L D

G

C R

S -4 d g

GENERAL NOTES THIS SHEET

1/8" = 1'-0"

S-401

B1

SCALE:

PLAN AND SECTION

MONOLITH UG-1 (MID)

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

B3

SCALE:

PLAN AND SECTION

MONOLITH UG-2 (MID)

8'0 4' 16'

B4

SCALE:

PLAN AND SECTION

MONOLITH UG-2/3 JOINT

1/8" = 1'-0"

S-401

B2

SCALE:

PLAN AND SECTION

MONOLITH UG-1/2 JOINT

W E

S -1

-B -0

MONOLITHS BELOW.

THIS INFORMATION IS NOT SHOWN ON THE RESPECTIVE

ATTACHMENT: GOVERNMENT FURNISHED INFORMATION.

SURVEY INFORMATION CAN BE FOUND IN THE SEPARATE

3. THE 2016 SCOUR REPAIR DESIGN AND POST PLACEMENT

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

RIVER SIDE

LAND SIDE

RIVER SIDE

LAND SIDE

RIVER SIDE LAND SIDE

EL. 638.32

TOP OF WALL

RIVER SIDE LAND SIDE

NO VOIDS

RIVER SIDE LAND SIDERIVER SIDE LAND SIDE

EL. 630.32, UPPER POOL

OF WOOD CRIB

EL. 602.32

RIVERBED, EL. 606.32

RIVERBED, EL. 607.32

EL. 618.32, TOP

CONCRETE MONOLITH

EL. 614.32, BOTTOM OF

EL. 638.32

TOP OF WALL

EL. 630.32, UPPER POOL

EL. 630.32, UPPER POOL

EL. 630.32, UPPER POOL

FLOOR, EL. 622.32

FLOOR, EL. 614.32

RIVERBED, EL. 610.32

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 a u t o t im e

VOID AREAVOID 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

S

P C

S S

O U

T H Z

O N

E -U .S S

U R

V E

Y F

T

.9

/1

/2

L O

C K A

N D D

A

ID

E W

A L L C

R

IB

R

E P

A

IR

L O

C K A

N D D

A M

G E

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A

W I

M

IS

S

IS

S

IP

P I

R

IV

E R

S T P

A U

L D

IS

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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

N A

V D

8 1

A

S-402

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 O

C K D

A M

L D

G

C R

S -4 d g

S-402

B1

SCALE:

PLAN AND SECTION

MONOLITH UG-3 (MID)

B3

SCALE:

PLAN AND SECTION

MONOLITH UG-4 (MID)

B4

SCALE:

PLAN AND SECTION

MONOLITH UG-4/5 JOINT

1/8" = 1'-0"

S-402

B2

SCALE:

PLAN AND SECTION

MONOLITH UG-3/4 JOINT

W E

S -1

-B -0

MONOLITHS BELOW.

THIS INFORMATION IS NOT SHOWN ON THE RESPECTIVE

ATTACHMENT: GOVERNMENT FURNISHED INFORMATION.

SURVEY INFORMATION CAN BE FOUND IN THE SEPARATE

3. THE 2016 SCOUR REPAIR DESIGN AND POST PLACEMENT

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

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

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S

IZ

E

S U

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IT

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D B

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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 SIDE

LAND SIDE

RIVER SIDE

LAND SIDE

RIVER SIDE LAND SIDE RIVER SIDE LAND SIDE

NO VOIDS NO VOIDS

RIVER SIDE LAND SIDERIVER SIDE LAND SIDE

RIVERBED, EL. 606.32 RIVERBED, EL. 606.32

EL. 638.32

TOP OF WALL

EL. 630.32, UPPER POOL

EL. 630.32, UPPER POOL

EL. 630.32, UPPER POOL

EL. 630.32, UPPER POOL

FLOOR, EL. 621.82

FLOOR, EL. 622.82

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

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A C

T O

R

C F

G E

S

P C

S S

O U

T H Z

O N

E -U .S S

U R

V E

Y F

T

.9

O

M

/1

/2

L O

C K A

N D D

A

ID

E W

A L L C

R

IB

R

E P

A

IR

L O

C K A

N D D

A M

G E

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W I

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S

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S

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P I

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A U

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IN

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S O

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U .S

A R

M Y C

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P S O

F E

N G

IN

E E

R S

N A

D

N A

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8 1

A

S-403

M O

N O

L

IT

H C

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S S S

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P E

R G

U

ID

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A L L

L O

C K D

A M

L D

G

C R

S -4 d g

S-403

B1

SCALE:

PLAN AND SECTION

MONOLITH UG-5 (MID)

B3

SCALE:

PLAN AND SECTION

MONOLITH UG-6 (MID)

B4

SCALE:

PLAN AND SECTION

MONOLITH UG-6/7 JOINT

1/8" = 1'-0"

S-403

B2

SCALE:

PLAN AND SECTION

MONOLITH UG-5/6 JOINT

GENERAL NOTES THIS SHEET

W E

S -1

-B -0

MONOLITHS BELOW.

THIS INFORMATION IS NOT SHOWN ON THE RESPECTIVE

ATTACHMENT: GOVERNMENT FURNISHED INFORMATION.

SURVEY INFORMATION CAN BE FOUND IN THE SEPARATE

3. THE 2016 SCOUR REPAIR DESIGN AND POST PLACEMENT

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

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

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F

IL

E N

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S

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S U

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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

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 SIDE

LAND SIDE

RIVER SIDE

LAND SIDE

RIVER SIDE LAND SIDE RIVER SIDE LAND SIDE

NO VOIDS

RIVER SIDE LAND SIDERIVER SIDE LAND SIDE

RIVERBED, EL. 601.32

RIVERBED, EL. 600.32

EL. 638.32

TOP OF WALL

EL. 630.32, UPPER POOL

EL. 630.32, UPPER POOL

EL. 630.32, UPPER POOL

EL. 630.32, UPPER POOL

FLOOR, EL. 621.32FLOOR, EL. 621.82FLOOR, EL. 621.82

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

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D

IN

A T

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Y S

T E

M

H O

R

IZ

O N

T A

L C

O N

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C O

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IN

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A C

T O

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C F

G E

S

P C

S S

O U

T H Z

O N

E -U .S S

U R

V E

Y F

T

.9

/1

/2

L O

C K A

N D D

A

ID

E W

A L L C

R

IB

R

E P

A

IR

L O

C K A

N D D

A M

G E

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W I

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IS

S

IS

S

IP

P I

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IV

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S T P

A U

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IS

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IC

T

S T P

A U

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IN

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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

N A

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8 1

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S-404

M O

N O

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IT

H C

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S S S

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S -4 d g

S-404

B1

SCALE:

PLAN AND SECTION

MONOLITH UG-7 (MID)

B3

SCALE:

PLAN AND SECTION

MONOLITH UG-8 (MID)

B2

SCALE:

PLAN AND SECTION

MONOLITH UG-7/8 JOINT

1/8" = 1'-0"

S-404

B4

SCALE:

PLAN AND SECTION

MONOLITH UG-8/9 JOINT

GENERAL NOTES THIS SHEET

W E

S -1

-B -0

MONOLITHS BELOW.

THIS INFORMATION IS NOT SHOWN ON THE RESPECTIVE

ATTACHMENT: GOVERNMENT FURNISHED INFORMATION.

SURVEY INFORMATION CAN BE FOUND IN THE SEPARATE

3. THE 2016 SCOUR REPAIR DESIGN AND POST PLACEMENT

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

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

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D E

S C

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IP

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N

D

2 3

C

4 5

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B

M A

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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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P L

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D A

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M A

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D E

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IP

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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

RIVER SIDE

LAND SIDE

RIVER SIDE

LAND SIDE

RIVER SIDE LAND SIDE RIVER SIDE LAND SIDE RIVER SIDE LAND SIDERIVER SIDE LAND SIDE

RIVERBED, EL. 600.32

RIVERBED, EL. 600.82

EL. 638.32

TOP OF WALL

EL. 630.32, UPPER POOL

EL. 630.32, UPPER POOL

EL. 630.32, UPPER POOL

EL. 630.32, UPPER POOL

FLOOR, EL. 614.32FLOOR, EL. 614.82

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

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O L

C O

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D

IN

A T

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Y S

T E

M

H O

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IZ

O N

T A

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S

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S S

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O N

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U R

V E

Y F

T

.9

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/2

L O

C K A

N D D

A

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A L L C

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L O

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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

D

N A

V D

8 1

A

S-405

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 O

C K D

A M

L D

G

C R

S -4 d g

S-405

B1

SCALE:

PLAN AND SECTION

MONOLITH UG-9 (MID)

B3

SCALE:

PLAN AND SECTION

MONOLITH UG-10 (MID)

B2

SCALE:

PLAN AND SECTION

MONOLITH UG-9/10 JOINT

1/8" = 1'-0"

S-405

B4

SCALE:

PLAN AND SECTION

MONOLITH UG-10/11 JOINT

GENERAL NOTES THIS SHEET

W E

S -1

-B -0

MONOLITHS BELOW.

THIS INFORMATION IS NOT SHOWN ON THE RESPECTIVE

ATTACHMENT: GOVERNMENT FURNISHED INFORMATION.

SURVEY INFORMATION CAN BE FOUND IN THE SEPARATE

3. THE 2016 SCOUR REPAIR DESIGN AND POST PLACEMENT

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

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 SIDE

LAND SIDE

RIVER SIDE

LAND SIDE

RIVER SIDE LAND SIDE RIVER SIDE LAND SIDE RIVER SIDE LAND SIDERIVER SIDE LAND SIDE

FLOOR, EL. 620.0

RIVERBED, EL. 602.32

RIVERBED, EL. 606.32

EL. 638.32

TOP OF WALL

EL. 630.32, UPPER POOL

EL. 630.32, UPPER POOL

EL. 630.32, UPPER POOL

EL. 630.32, UPPER POOL

FLOOR, EL. 615.32

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

S

P C

S S

O U

T H Z

O N

E -U .S S

U R

V E

Y F

T

.9

/1

/2

L O

C K A

N D D

A

ID

E W

A L L C

R

IB

R

E P

A

IR

L O

C K A

N D D

A M

G E

N O

A

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

N A

V D

8 1

A

S-406

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 O

C K D

A M

L D

G

C R

S -4 d g

S-406

B1

SCALE:

PLAN AND SECTION

MONOLITH UG-11 (MID)

B3

SCALE:

PLAN AND SECTION

MONOLITH UG-12 (MID)

B4

SCALE:

PLAN AND SECTION

MONOLITH UG-12/13 JOINT

1/8" = 1'-0"

S-406

B2

SCALE:

PLAN AND SECTION

MONOLITH UG-11/12 JOINT

GENERAL NOTES THIS SHEET

W E

S -1

-B -0

MONOLITHS BELOW.

THIS INFORMATION IS NOT SHOWN ON THE RESPECTIVE

ATTACHMENT: GOVERNMENT FURNISHED INFORMATION.

SURVEY INFORMATION CAN BE FOUND IN THE SEPARATE

3. THE 2016 SCOUR REPAIR DESIGN AND POST PLACEMENT

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

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 SIDE

LAND SIDE

RIVER SIDE

LAND SIDE

RIVER SIDE LAND SIDE RIVER SIDE LAND SIDE RIVER SIDE LAND SIDERIVER SIDE LAND SIDE

RIVERBED, EL. 604.32

EL. 638.32

TOP OF WALL

EL. 630.32, UPPER POOL

EL. 630.32, UPPER POOL

EL. 630.32, UPPER POOL

EL. 630.32, UPPER POOL

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

S

P C

S S

O U

T H Z

O N

E -U .S S

U R

V E

Y F

T

.9

/1

/2

L O

C K A

N D D

A

ID

E W

A L L C

R

IB

R

E P

A

IR

L O

C K A

N D D

A M

G E

N O

A

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

N A

V D

8 1

A

S-407

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 O

C K D

A M

L D

G

C R

S -4 d g

S-407

B1

SCALE:

PLAN AND SECTION

MONOLITH UG-13 (MID)

S-407

B2

SCALE:

PLAN AND SECTION

MONOLITH UG-13/L-1 JOINT

GENERAL NOTES THIS SHEET

W E

S -1

-B -0

MONOLITHS BELOW.

THIS INFORMATION IS NOT SHOWN ON THE RESPECTIVE

ATTACHMENT: GOVERNMENT FURNISHED INFORMATION.

SURVEY INFORMATION CAN BE FOUND IN THE SEPARATE

3. THE 2016 SCOUR REPAIR DESIGN AND POST PLACEMENT

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

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 SIDE LAND SIDE RIVER SIDE LAND SIDE

FLOOR, EL. 615.0

RIVERBED, EL. 604.32

EL. 638.32

TOP OF WALL

EL. 630.32, UPPER POOL

EL. 630.32, UPPER POOL

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

S

P C

S S

O U

T H Z

O N

E -U .S S

U R

V E

Y F

T

.9

/1

/2

L O

C K A

N D D

A

ID

E W

A L L C

R

IB

R

E P

A

IR

L O

C K A

N D D

A M

G E

N O

A

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

N A

V D

8 1

A

S-408

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 D

A M

L D

G

C R

S -4 d g n

8'0 4' 16'

S-408

B2

SCALE:

PLAN AND SECTION

MONOLITH LG-1 (MID)

S-408

B4

SCALE:

PLAN AND SECTION

MONOLITH LG-2 (MID)

1/8" = 1'-0"

S-408

B1

SCALE:

PLAN AND SECTION

MONOLITH L-24/LG-1 JOINT

1/8" = 1'-0"

S-408

B3

SCALE:

PLAN AND SECTION

MONOLITH LG-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

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 SIDE LAND SIDERIVER SIDE LAND SIDE

RIVER SIDE

LAND SIDE

RIVER SIDE

LAND SIDE

RIVER SIDE LAND SIDERIVER SIDE LAND SIDE

EL. 638.32

TOP OF WALL

EL. 619.32, LOWER POOL

OF WOOD CRIB

CONCRETE MONOLITH

EL. 613.32, BOTTOM OF

EL. 602.32

RIVERBED, EL. 602.82

EL. 617.32, TOP

EL. 638.32

TOP OF WALL

OF WOOD CRIB

CONCRETE MONOLITH

EL. 613.32, BOTTOM OF

EL. 617.32, TOP

EL. 602.32

EL. 638.32

TOP OF WALL

OF WOOD CRIB

CONCRETE MONOLITH

EL. 613.32, BOTTOM OF

EL. 617.32, TOP

EL. 602.32

EL. 638.32

TOP OF WALL

OF WOOD CRIB

CONCRETE MONOLITH

EL. 613.32, BOTTOM OF

EL. 617.32, TOP

EL. 602.32

EL. 619.32, LOWER POOL EL. 619.32, LOWER POOL EL. 619.32, LOWER POOL

RIVERBED, EL. 603.82

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

S

P C

S S

O U

T H Z

O N

E -U .S S

U R

V E

Y F

T

/1

/2

L O

C K A

N D D

A

ID

E W

A L L C

R

IB

R

E P

A

IR

L O

C K A

N D D

A M

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

N A

V D

S-409

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 D

A M

G E

N O

A

W I

.9

A

L D

G

C R

S -4 d g n

8'0 4' 16'

S-409

B2

SCALE:

PLAN AND SECTION

MONOLITH LG-3 (MID)

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 SIDE LAND SIDE RIVER SIDE LAND SIDE

RIVER SIDE

LAND SIDE

RIVER SIDE

LAND SIDE

RIVER SIDE LAND SIDERIVER SIDE LAND SIDE

EL. 638.32

TOP OF WALL

OF WOOD CRIB

CONCRETE MONOLITH

EL. 613.32, BOTTOM OF

EL. 617.32, TOP

EL. 602.32

EL. 638.32

TOP OF WALL

OF WOOD CRIB

CONCRETE MONOLITH

EL. 613.32, BOTTOM OF

EL. 617.32, TOP

EL. 602.32

EL. 638.32

TOP OF WALL

OF WOOD CRIB

CONCRETE MONOLITH

EL. 613.32, BOTTOM OF

EL. 617.32, TOP

EL. 602.32

EL. 638.32

TOP OF WALL

OF WOOD CRIB

CONCRETE MONOLITH

EL. 613.32, BOTTOM OF

EL. 617.32, TOP

EL. 602.32

FLOOR, EL. 621.32

EL. 619.32, LOWER POOL EL. 619.32, LOWER POOL EL. 619.32, LOWER POOL EL. 619.32, LOWER POOL

RIVERBED, EL. 603.82 RIVERBED, EL. 603.32 RIVERBED, EL. 602.82

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

S

P C

S S

O U

T H Z

O N

E -U .S S

U R

V E

Y F

T

.9

/1

/2

L O

C K A

N D D

A

ID

E W

A L L C

R

IB

R

E P

A

IR

L O

C K A

N D D

A M

G E

N O

A

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

N A

V D

8 1

A

S-410

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 D

A M

L D

G

C R

S -4 d g n

8'0 4' 16'

S-410

B2

SCALE:

PLAN AND SECTION

MONOLITH LG-5 (MID)

S-410

B4

SCALE:

PLAN AND SECTION

MONOLITH LG-6 (MID)

1/8" = 1'-0"

S-410

B3

SCALE:

PLAN AND SECTION

MONOLITH LG-5/6 JOINT

1/8" = 1'-0"

S-410

B1

SCALE:

PLAN AND SECTION

MONOLITH LG-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

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 SIDE LAND SIDE RIVER SIDE LAND SIDE

RIVER SIDE

LAND SIDE

RIVER SIDE

LAND SIDE

RIVER SIDE LAND SIDERIVER SIDE LAND SIDE

RIVERBED, EL. 604.32

EL. 638.32

TOP OF WALL

OF WOOD CRIB

CONCRETE MONOLITH

EL. 613.32, BOTTOM OF

EL. 617.32, TOP

EL. 602.32

EL. 638.32

TOP OF WALL

OF WOOD CRIB

CONCRETE MONOLITH

EL. 613.32, BOTTOM OF

EL. 617.32, TOP

EL. 602.32

EL. 638.32

TOP OF WALL

OF WOOD CRIB

CONCRETE MONOLITH

EL. 613.32, BOTTOM OF

EL. 617.32, TOP

EL. 602.32

EL. 638.32

TOP OF WALL

OF WOOD CRIB

CONCRETE MONOLITH

EL. 613.32, BOTTOM OF

EL. 617.32, TOP

EL. 602.32

FLOOR, EL. 615.92

FLOOR, EL. 614.82

RIVERBED, EL. 603.82

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

S

P C

S S

O U

T H Z

O N

E -U .S S

U R

V E

Y F

T

.9

/1

/2

L O

C K A

N D D

A

ID

E W

A L L C

R

IB

R

E P

A

IR

L O

C K A

N D D

A M

G E

N O

A

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

N A

V D

8 1

A

S-411

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 D

A M

L D

G

C R

S -4 d g n

8'0 4' 16'

S-411

B2

SCALE:

PLAN AND SECTION

MONOLITH LG-7 (MID)

S-411

B4

SCALE:

PLAN AND SECTION

MONOLITH LG-8 (MID)

1/8" = 1'-0"

S-411

B3

SCALE:

PLAN AND SECTION

MONOLITH LG-7/8 JOINT

1/8" = 1'-0"

S-411

B1

SCALE:

PLAN AND SECTION

MONOLITH LG-6/7 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 SIDE LAND SIDE RIVER SIDE LAND SIDE

RIVER SIDE

LAND SIDE

RIVER SIDE

LAND SIDE

RIVER SIDE LAND SIDERIVER SIDE LAND SIDE

RIVERBED, EL. 600.32

EL. 638.32

TOP OF WALL

OF WOOD CRIB

CONCRETE MONOLITH

EL. 613.32, BOTTOM OF

EL. 617.32, TOP

EL. 602.32

EL. 638.32

TOP OF WALL

OF WOOD CRIB

CONCRETE MONOLITH

EL. 613.32, BOTTOM OF

EL. 617.32, TOP

EL. 602.32

EL. 638.32

TOP OF WALL

OF WOOD CRIB

CONCRETE MONOLITH

EL. 613.32, BOTTOM OF

EL. 617.32, TOP

EL. 602.32

EL. 638.32

TOP OF WALL

OF WOOD CRIB

CONCRETE MONOLITH

EL. 613.32, BOTTOM OF

EL. 617.32, TOP

EL. 602.32

FLOOR, EL. 614.82

FLOOR, EL. 614.32

EL. 619.32, LOWER POOL EL. 619.32, LOWER POOL EL. 619.32, LOWER POOL EL. 619.32, LOWER POOL EL. 619.32, LOWER POOL

RIVERBED, EL. 603.32

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

S

P C

S S

O U

T H Z

O N

E -U .S S

U R

V E

Y F

T

.9

/1

/2

L O

C K A

N D D

A

ID

E W

A L L C

R

IB

R

E P

A

IR

L O

C K A

N D D

A M

G E

N O

A

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

N A

V D

8 1

A

S-412

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 D

A M

L D

G

C R

S -4 d g n

8'0 4' 16'

S-412

B2

SCALE:

PLAN AND SECTION

MONOLITH LG-9 (MID)

S-412

B4

SCALE:

PLAN AND SECTION

MONOLITH LG-10 (MID)

1/8" = 1'-0"

S-412

B3

SCALE:

PLAN AND SECTION

MONOLITH LG-9/10 JOINT

1/8" = 1'-0"

S-412

B1

SCALE:

PLAN AND SECTION

MONOLITH LG-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

RIVER SIDE LAND SIDE RIVER SIDE LAND SIDE

RIVER SIDE

LAND SIDE

RIVER SIDE

LAND SIDE

RIVER SIDE LAND SIDERIVER SIDE LAND SIDE

EL. 638.32

TOP OF WALL

OF WOOD CRIB

CONCRETE MONOLITH

EL. 613.32, BOTTOM OF

EL. 617.32, TOP

EL. 602.32

EL. 638.32

TOP OF WALL

OF WOOD CRIB

CONCRETE MONOLITH

EL. 613.32, BOTTOM OF

EL. 617.32, TOP

EL. 602.32

EL. 638.32

TOP OF WALL

OF WOOD CRIB

CONCRETE MONOLITH

EL. 613.32, BOTTOM OF

EL. 617.32, TOP

EL. 638.32

TOP OF WALL

OF WOOD CRIB

CONCRETE MONOLITH

EL. 613.32, BOTTOM OF

EL. 617.32, TOP

EL. 602.32

FLOOR, EL. 614.82 FLOOR, EL. 615.32

EL. 619.32, LOWER POOL EL. 619.32, LOWER POOL EL. 619.32, LOWER POOL EL. 619.32, LOWER POOL

RIVERBED, EL. 600.32 RIVERBED, EL. 600.32

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

S

P C

S S

O U

T H Z

O N

E -U .S S

U R

V E

Y F

T

.9

/1

/2

L O

C K A

N D D

A

ID

E W

A L L C

R

IB

R

E P

A

IR

L O

C K A

N D D

A M

G E

N O

A

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

N A

V D

8 1

A

S-413

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 D

A M

L D

G

C R

S -4 d g n

8'0 4' 16'

S-413

B2

SCALE:

PLAN AND SECTION

MONOLITH LG-11 (MID)

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 SIDE LAND SIDE RIVER SIDE LAND SIDE

RIVER SIDE

LAND SIDE

RIVER SIDE

LAND SIDE

RIVER SIDE LAND SIDERIVER SIDE LAND SIDE

EL. 638.32

TOP OF WALL

OF WOOD CRIB

CONCRETE MONOLITH

EL. 613.32, BOTTOM OF

EL. 617.32, TOP

EL. 602.32

EL. 638.32

TOP OF WALL

OF WOOD CRIB

CONCRETE MONOLITH

EL. 613.32, BOTTOM OF

EL. 617.32, TOP

EL. 602.32

EL. 638.32

TOP OF WALL

OF WOOD CRIB

CONCRETE MONOLITH

EL. 613.32, BOTTOM OF

EL. 617.32, TOP

EL. 602.32

EL. 638.32

TOP OF WALL

OF WOOD CRIB

CONCRETE MONOLITH

EL. 613.32, BOTTOM OF

EL. 617.32, TOP

EL. 602.32

FLOOR, EL. 622.32 FLOOR, EL. 622.32

FLOOR, EL. 620.32

RIVERBED, EL. 602.32 RIVERBED, EL. 603.32

PIPE WITH CELLULAR CONCRETE.

CARE SHALL BE TAKEN NOT TO DAMAGE AND/OR FILL THE

CONTRACTOR SHALL BE AWARE OF THIS LOCATION AND

BROKEN OFF WITHIN THE TIMBER CRIBBING. THE

RIVERWARD CORNER OF WALL. THE PIPE APPEARS TO BE

NOTE: GAGE HOUSE PIPE LOCATED NEAR DOWNSTREAM

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

S

P C

S S

O U

T H Z

O N

E -U .S S

U R

V E

Y F

T

.9

/1

/2

L O

C K A

N D D

A

ID

E W

A L L C

R

IB

R

E P

A

IR

L O

C K A

N D D

A M

G E

N O

A

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

N A

V D

8 1

A

S-414

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 D

A M

L D

G

C R

S -4 d g n

8'0 4' 16'

S-414

B2

SCALE:

PLAN AND SECTION

MONOLITH LG-13 (MID)

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 SIDE LAND SIDE

LAND SIDE

RIVER SIDE

RIVER SIDE LAND SIDE

EL. 638.32

TOP OF WALL

OF WOOD CRIB

CONCRETE MONOLITH

EL. 613.32, BOTTOM OF

EL. 617.32, TOP

EL. 602.32

EL. 638.32

TOP OF WALL

OF WOOD CRIB

CONCRETE MONOLITH

EL. 613.32, BOTTOM OF

EL. 617.32, TOP

EL. 602.32

FLOOR, EL. 617.32

FLOOR, EL. 612.32

EL. 619.32, LOWER POOL EL. 619.32, LOWER POOL

RIVERBED, EL. 602.82 RIVERBED, EL. 603.32

LD8_References_DSize