W912ES-18-B-0008_PLANS_HALF-SIZE_5A.pdf

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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

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UPPER

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LOWER

RED LAKE

LAKE

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LAKE

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LAKE

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LAKE SUPERIOR

LEGEND

LOCATION MAP

LAKE

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SHEYENNE

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DARLING

LAKE

FORKS

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MADISON

PORTAGE

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1" = 2000'

B1

SCALE:

LOCK & DAM 5A

VICINITY MAP

0 4000'2000'

PROJECT SITE

MINNESOTA

WISCONSIN

DAM 5A

LOCK AND

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®of Engineers

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US Army Corps

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DESCRIPTION

INDEX OF DRAWINGS - CONSTRUCTION

FILE NAME

DRAWING NUMBER

AS-BUILT

FILE NAMEDESCRIPTION

NO.

DWG.

NO.

SHEET

G E

N E

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E S A

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LOCK & DAM 5A - LOWER GUIDEWALL - MONOLITH CROSS SECTIONS - 7

LOCK & DAM 5A - LOWER GUIDEWALL - MONOLITH CROSS SECTIONS - 6

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

LOCK & DAM 5A - LOWER GUIDEWALL - MONOLITH CROSS SECTIONS - 4

LOCK & DAM 5A - LOWER GUIDEWALL - MONOLITH CROSS SECTIONS - 3

LOCK & DAM 5A - LOWER GUIDEWALL - MONOLITH CROSS SECTIONS - 2

LOCK & DAM 5A - LOWER GUIDEWALL - MONOLITH CROSS SECTIONS - 1

LOCK & DAM 5A - UPPER GUIDEWALL - MONOLITH CROSS SECTIONS - 7

LOCK & DAM 5A - UPPER GUIDEWALL - MONOLITH CROSS SECTIONS - 6

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

LOCK & DAM 5A - UPPER GUIDEWALL - MONOLITH CROSS SECTIONS - 4

LOCK & DAM 5A - UPPER GUIDEWALL - MONOLITH CROSS SECTIONS - 3

LOCK & DAM 5A - UPPER GUIDEWALL - MONOLITH CROSS SECTIONS - 2

LOCK & DAM 5A - UPPER GUIDEWALL - MONOLITH CROSS SECTIONS - 1

SITE MAP - LOCK & DAM 5A - LOWER GUIDEWALL

SITE MAP - LOCK & DAM 5A - UPPER GUIDEWALL

SITE MAP LOCK & DAM 5A

DRAWING INDEX, REFERENCE INDEX, GENERAL NOTES AND LEGEND

VICINITY MAP AND LOCATION MAP

COVER SHEET

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

LD5AGCR_S-414---.DGN

LD5AGCR_S-413---.DGN

LD5AGCR_S-412---.DGN

LD5AGCR_S-411---.DGN

LD5AGCR_S-410---.DGN

LD5AGCR_S-409---.DGN

LD5AGCR_S-408---.DGN

LD5AGCR_S-407---.DGN

LD5AGCR_S-406---.DGN

LD5AGCR_S-405---.DGN

LD5AGCR_S-404---.DGN

LD5AGCR_S-403---.DGN

LD5AGCR_S-402---.DGN

LD5AGCR_S-401---.DGN

LD5AGCR_S-102---.DGN

LD5AGCR_S-101---.DGN

LD5AGCR_G-101---.DGN

LD5AGCR_G-003---.DGN

LD5AGCR_G-002---.DGN

LD5AGCR_G-001---.DGN

N .T .S

* THIS DRAWING HAS BEEN REDUCED TO FIT THE FORMAT

ID

SHEET

INDEX OF DRAWINGS - REFERENCE (SEE GENERAL NOTE 6)

ABBREVIATIONS GENERAL NOTES

LEGEND

M-LD5A-FD131

M-LD5A-FD130

M-LD5A-FD129

M-LD5A-FD128

M-LD5A-FD127

M-LD5A-FD126

M-LD5A-FD125

M-LD5A-FD124

M-LD5A-FD123

M-LD5A-FD122

M-LD5A-FD121

M-LD5A-FD120

M-LD5A-FD119

M-LD5A-FD118

M-LD5A-FD117

M-LD5A-FD116

M-LD5A-FD115

M-LD5A-FD114

M-LD5A-FD113

M-LD5A-FD112

M-LD5A-FD111

M-LD5A-FD110

M-LD5A-FD109

M-LD5A-FD108

M-LD5A-FD107

M-LD5A-FD106

M-L5A-61/8-FS

M-P5A-61/7

M-P5A-61/6

M-L5A-20/10-FS

M-L5A-20/1M-FS

M-L5A-20/1-FS

M-L5A-10/3-FS

UNLESS NOTED OTHERWISE

EXIST

MAX

MIN

SST

TYP

EXISTING

FAR FACE

GALVANIZED

INSIDE FACE

MAXIMUM

MINIMUM

MISCELLANEOUS

OUTSIDE FACE

ON CENTER

STAINLESS STEEL

TOP AND BOTTOM

TYPICAL

UNDERGROUND

APPROXIMATE

ALTERNATE WITH

ALUMINUM

BITUMINOUS

BOTTOM

CURB & GUTTER

CONSTRUCTION JOINT

CONCRETE

DIAMETER

EACH FACE

BOT

C/L

C&G

CMP CORRUGATED METAL PIPE

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

NTS NOT TO SCALE

PROP PROPOSED

US UNITED STATES

EXPANSION JOINT

MID MID SPAN MONOLITH

MAINTENANCE & REPAIR

INDICATING THE DIFFERENCE EXPLICITLY.

DRAWING WILL CONTAIN A NOTE

THE FOLLOWING ABBREVIATIONS, THE

USED ON A DRAWING THAT DIFFERS FROM

ONSTRUCTION. IF AN ABBREVIATION IS

CONTAINED IN INDEX OF DRAWINGS - C

USED THROUGHOUT THE DRAWINGS

* THE FOLLOWING ABBREVIATIONS ARE

LOCK AND DAM 5A - GUIDEWALL CRIB REPAIR MISSISSIPPI RIVER - TAIL EL. DURATION CURVES, JULY-DECEMBER, 1961-2016

LOCK AND DAM 5A - GUIDEWALL CRIB REPAIR MISSISSIPPI RIVER - TAIL EL. DURATION CURVES, JANUARY-JUNE, 1961-2016

LOCK AND DAM 5A - GUIDEWALL CRIB REPAIR MISSISSIPPI RIVER - POOL EL. DURATION CURVES, JULY-DECEMBER, 1961-2016

LOCK AND DAM 5A - GUIDEWALL CRIB REPAIR MISSISSIPPI RIVER - POOL EL. DURATION CURVES, JANUARY-JUNE, 1961-2016

LOCK AND DAM 5A - GUIDEWALL CRIB REPAIR MISSISSIPPI RIVER - TAIL ELEVATION HYDROGRAPHS, 2007 - 2016

LOCK AND DAM 5A - GUIDEWALL CRIB REPAIR MISSISSIPPI RIVER - POOL ELEVATION HYDROGRAPHS, 2007 - 2016

LD 5A ACCESS RAMP - SECTIONS DOWNSTREAM OF DAM EAST END

LD 5A ACCESS RAMP - DETAIL PLAN DOWNSTREAM OF DAM EAST END

* 2017 SOUNDING REPORT - LOCK AND DAM 5A - CROSS SECTIONS MAIN LOCK

* 2017 SOUNDING REPORT - LOCK AND DAM 5A - CROSS SECTIONS LOWER GUIDEWALL LGW-1 TO LGW-6

* 2017 SOUNDING REPORT - LOCK AND DAM 5A - CROSS SECTIONS UPPER GUIDEWALL UGW-7

* 2017 SOUNDING REPORT - LOCK AND DAM 5A - CROSS SECTIONS UPPER GUIDEWALL UGW-1 TO UGW-6

* 2017 SOUNDING REPORT - LOCK AND DAM 5A - ORIGINAL GUIDEWALL STATIONING

* 2017 SOUNDING REPORT - LOCK AND DAM 5A - SECTIONS AND PROFILE LOCATIONS

* 2017 SOUNDING REPORT - LOCK AND DAM 5A - CONTOURS

* FOUNDATION RECORD MONOLITH NO. LG13 (50)

* FOUNDATION RECORD MONOLITH NO. LG12 (49)

* FOUNDATION RECORD MONOLITH NO. LG11 (48)

* FOUNDATION RECORD MONOLITH NO. LG10 (47)

* FOUNDATION RECORD MONOLITH NO. LG9 (46)

* FOUNDATION RECORD MONOLITH NO. LG8 (45)

* FOUNDATION RECORD MONOLITH NO. LG7 (44)

* FOUNDATION RECORD MONOLITH NO. LG6 (43)

* FOUNDATION RECORD MONOLITH NO. LG5 (42)

* FOUNDATION RECORD MONOLITH NO. LG4 (41)

* FOUNDATION RECORD MONOLITH NO. LG3 (40)

* FOUNDATION RECORD MONOLITH NO. LG2 (39)

* FOUNDATION RECORD MONOLITH NO. LG1 (38)

* FOUNDATION RECORD MONOLITH NO. UG13 (13)

* FOUNDATION RECORD MONOLITH NO. UG12 (12)

* FOUNDATION RECORD MONOLITH NO. UG11 (11)

* FOUNDATION RECORD MONOLITH NO. UG10 (10)

* FOUNDATION RECORD MONOLITH NO. UG9 (9)

* FOUNDATION RECORD MONOLITH NO. UG8 (8)

* FOUNDATION RECORD MONOLITH NO. UG7 (7)

* FOUNDATION RECORD MONOLITH NO. UG6 (6)

* FOUNDATION RECORD MONOLITH NO. UG5 (5)

* FOUNDATION RECORD MONOLITH NO. UG4 (4)

* FOUNDATION RECORD MONOLITH NO. UG3 (3)

* FOUNDATION RECORD MONOLITH NO. UG2 (2)

* FOUNDATION RECORD MONOLITH NO. UG1 (1)

* UPPER GUIDE WALL ANCHORAGE

* LOCK AND DAM NO 5A - SCOUR REPAIR UPPER GUIDEWALL PLAN AND SECTIONS

* LOCK AND DAM NO 5A - SCOUR REPAIR LOWER GUIDEWALL PLAN AND SECTIONS

* LOCK & DAM 5A - LOCK - MASONRY - UPPER & LOWER GUIDEWALLS

* LOCK & DAM 5A - LOCK - MONOLITH LAYOUT

* LOCK & DAM 5A - LOCK - GENERAL PLAN

* LOCK & DAM 5A - LOCK - BORINGS

CS-301

CS-101

V-311

V-310

V-309

V-308

V-104

V-103

V-101

LD5AAR_CS301---.DGN

LD5AAR_CS101---.DGN

LD05A_2017NDG_V-311---.DGN

LD05A_2017NDG_V-310---.DGN

LD05A_2017NDG_V-309---.DGN

LD05A_2017NDG_V-308---.DGN

LD05A_2017NDG_V-104---.DGN

LD05A_2017NDG_V-103---.DGN

LD05A_2017NDG_V-101---.DGN

POINT (1D)

CONTROL

: SURVEY

POINT (2D)

CONTROL

: SURVEY

POINT (3D)

CONTROL

: SURVEY

: BORING LOG

: SOIL

: RIPRAP

: WOOD

: CONCRETE

: WORK LIMITS

MATERIALS MUST BE DELIVERED VIA MARINE PLANT.

7. THERE IS NO LAND ACCESS TO LOCK AND DAM 5A. ALL EQUIPMENT AND

DATUM. ALL REMAINING REFERENCE DRAWINGS ARE IN NAVD 1988.

M-LD5A-FD106 THROUGH M-LD5A-FD131 ARE IN 1912 MSL VERTICAL

M-L5A-20/10-FS, M-P5A-61/6, M-P5A-61/7, M-L5A-61/8-FS, AND

6. REFERENCE DRAWINGS M-L5A-10/3-FS, M-L5A-20/1-FS, M-L5A-20/1M-FS,

FORMULA IN GENERAL NOTE 4 ABOVE.

DRAWN, ALL ELEVATIONS WERE CONVERTED TO NAVD 1988 USING THE

IN 1912 MSL ELEVATIONS; HOWEVER, ONCE CROSS SECTIONS WERE

FROM THE INDEX OF DRAWINGS - REFERENCE. THESE AS-BUILTS WERE

INDEX OF DRAWINGS - CONSTRUCTION WERE DRAWN USING AS-BUILTS

5. MONOLITH CROSS SECTIONS IN THE DRAWINGS CONTAINED WITHIN THE

1912 MSL - 0.42 FT = NAVD 88

CONVERSION FOR LOCK AND DAM 5A:

CONVERTED FROM 1912 MSL.

4. LOCK AND DAM 5A CONVERSION FACTORS: ELEVATIONS SHOWN

FROM 2017 DIVING REPORT.

LABELING SHOWN AT UPPER AND LOWER GUIDEWALL IS REFERENCED

HAVE BEEN SIZED AND POSITIONED APPROXIMATELY. MONOLITH

3. SITE MAPS AND EXISTING CONDITIONS INCLUDED IN THIS PLAN SET

CONTRACTING OFFICER.

HORIZONTAL AND VERTICAL CONTROL POINTS FROM THE

SAID CONTRACTOR MAY REQUEST DETAILED DESCRIPTIONS OF

2. AFTER GOVERNMENT AWARDS THE CONTRACT TO A CONTRACTOR,

AVOID DAMAGE TO THESE UTILITIES.

TO THE TYPE AND LOCATION OF UTILITIES AS MAY BE NECESSARY TO

CONTRACTOR IS RESPONSIBLE FOR MAKING THE DETERMINATION AS

LOCATION OF UTILITIES MAY NOT BE ACCURATE OR ALL INCLUSIVE. THE

1. THE INFORMATION ON THESE DRAWINGS CONCERNING TYPE AND

COR

REPRESENTATIVE

CONTRACTING OFFICER

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®of Engineers

US Army Corps of Engineers

US Army Corps

50'

150'

'50'

50'

650'

640'

175'

SEE NOTE 5

SEE NOTE 4

HELIPAD

SEE NOTE 3

SEE NOTE 4

SEE NOTE 11

SEE NOTE 12

SEE NOTE 8

PARKING AREA

STAGING AREA &

FOR USE

NOT AVAILABLE

ACCESS TO RAMP

SEE NOTE 6

SEE NOTE 10

SEE NOTE 5

SEE NOTE 12

LINE TO REMAIN

EXISTING FENCE

ACCESS POINT (RAMP)

SEE NOTE 7

(RAMP)

ACCESS POINT

SEE NOTE 9

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GENERAL SHEET NOTES

E L E

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13,700 FT

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200'0 100'

1" = 100'

A1

SCALE:

LOCK & DAM 5A

SITE MAP

MISSISSIPPI RIVER

FLOW

S -1 02S

-1

RAILROAD TRACKS

FOR MORE INFORMATION.

SEE CONTRACT SPECIFICATIONS 01 14 00.00 13 PARAGRAPH LOCK AND DAM NO. 5A

CONTRACTOR. ANY NECESSARY PERMITS MUST BE OBTAINED BY THE CONTRACTOR.

CONTRACTOR’S CONSTRUCTION ACTIVITIES IS THE RESPONSIBILITY OF THE

RAMPS. ANY REQUIRED ACCESS DREDGING TO MAKE THE RAMPS USEABLE FOR THE

14. IT IS NOT ANTICIPATED THAT ACCESS DREDGING WILL BE REQUIRED TO UTILIZE THE

ACCESS TO LD5A.

13. VEHICLE ACCESS IS AVAILABLE FROM THE WISCONSIN SIDE ONLY. THERE IS NO LAND

COORDINATE WITH COR FOR ACCESS POINTS.

12. FOOT ACCESS IS AVAILABLE ACROSS THE DAM AND GATES. CONTRACTOR TO

11. FOOT ACCESS IS AVAILABLE THROUGH THE UNDERGROUND TUNNEL.

EXISTING ROAD.

10. WORK LIMITS FOR 150' BY 50' STAGING AREA FOLLOW 5' FROM OUTSIDE EDGE OF

9. WORK LIMITS FOLLOW EDGE OF EXISTING LOCKHOUSE STRUCTURES.

8. WORK LIMITS FOLLOW EDGE OF EXISTING PAVED PARKING LOT.

7. WORK LIMITS FOLLOW 25' FROM EXISTING FENCE LINE.

6. WORK LIMITS FOLLOW EXISTING FENCE LINE.

5. EXISTING GATE WITH ELECTRONIC OPENER.

4. A SECURITY GATE WITH A LOCKING DEVICE EXISTS AT THIS LOCATION.

AVAILABLE FOR STORAGE.

WALL. WORK LIMITS ALONG LOCK CHAMBER WALL IS FOR ACCESS ONLY AND IS NOT

3. WORK LIMITS FOLLOW EXISTING FENCE LINE AND RAILING ALONG LOCK CHAMBER

CONDITION EXCEPT REQUIRED DREDGING IN THE MISSISSIPPI RIVER.

AREAS DISTURBED DURING CONSTRUCTION TO BE RESTORED TO ORIGINAL

2. CONTRACTOR TO DOCUMENT EXISTING CONDITIONS PRIOR TO CONSTRUCTION. ALL

AREAS. HELIPAD IS NOT AVAILABLE FOR STAGING AREA.

COORDINATE WITH COR TO DETERMINE FINAL LOCATION FOR PARKING AND STAGING

1. APPROXIMATE LOCATION FOR PARKING AND STAGING AREA SHOWN. CONTRACTOR TO

S O

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A

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A P

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C A

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P L

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A T

E

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A P

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®of Engineers

US Army Corps of Engineers

US Army Corps

ID

Sheet

AREA

STAGING

AREA

STAGING

AREA

STAGING

"D 1" L

D 5A

"B R

A S S D

S

LD

5A

JOINT

MONOLITH

9' 3' 3' 5'

20'

PILES

WOOD

PILES

WOOD

I1 (5 I2 (5 I3 (5

/2

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N D D

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GENERAL SHEET NOTES

M

IS

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O L

C O

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IN

E D F

A C

T O

R

C F

G E

O

ID

N.T.S.

C3

SCALE:

EXISTING SECTION (TYP.)

UPPER GUIDEWALL (UG)

N.T.S.

B3

SCALE:

EXISTING PLAN (TYP.)

UPPER GUIDEWALL (UG)

N.T.S.

A3

SCALE:

EXISTING ELEVATION - RIVER SIDE (TYP.)

UPPER GUIDEWALL (UG)

N

1" = 50'

B1

SCALE:

LOCK & DAM 5A

SITE MAP - UPPER GUIDEWALL

100'0 50'

F L

O W

A N

S I

D

T S

U L L

Y

/0

/3

M S

D

NOTE

.7

.5

.5

.5 ' 7 .7

FORMWORK.

ELEVATIONS PRIOR TO DESIGNING OR ORDERING

CONTRACTOR MUST FIELD VERIFY EXISTING GROUND

DRAWINGS SHOULD NOT BE USED FOR FORMWORK DESIGN.

APPROXIMATE. ELEVATIONS SHOWN WITHIN THESE

DIVING INSPECTION. LANDSIDE ELEVATIONS ARE

ELEVATIONS OBTAINED VIA PNEUMOFATHOMETER DURING

RIVERWARD SIDES OF GUIDEWALL VARY. RIVERWARD

4. EXISTING GROUND ELEVATIONS ON LANDWARD AND

PIPE IS NOT DAMAGED OR OBSTRUCTED.

COR PRIOR TO FORM SET UP AND PLACEMENT TO ENSURE

OF GUIDEWALL; HOWEVER, CONTRACTOR MUST VERIFY WITH

OUTLET. GAGE HOUSE PIPE IS TYPICALLY LOCATED AT END

PIPE, CONTRACTOR MUST PROPOSE OPTIONS TO MAINTAIN

DAMAGED OR OBSTRUCTED. DEPENDING ON CONDITION OF

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

ATTACHMENT.

GOVERNMENT FURNISHED INFORMATION IN A SEPARATE

DIVING INSPECTION REPORT ARE INCLUDED AS

2. 2000, 2006, AND 2012 DIVING INSPECTION DRAWINGS AND 2017

PLANE.

GUIDEWALLS AND THAT GUIDEWALL TIMBERS MAY BE OUT OF

ROCKS AND SHEETPILE MAY BE LOCATED AT BASE OF

1. CONTRACTOR TO NOTE THAT OBSTRUCTIONS SUCH AS

TRAVELING MOORING BIT. SEE NOTE 1.

NOT LIMITED TO HANDRAILS, LIGHTING STANCHIONS, TOW HAUL RAIL, AND

CONTRACTOR TO AVOID OR PROTECT ALL WALL APPURTENANCES INCLUDING BUT

S O

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F

IL

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E

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Y

C K

D B

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IG

N E

D B

Y

D E

S C

R

IP

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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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IZ

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®of Engineers

US Army Corps of Engineers

US Army Corps

ID

Sheet

L (1

L (1

L (2

L (1

L (1

L (1

L (1

(1

U G

(2

U G

(3

U G

(4

U G

(6

U G

(5

U G

(7

U G

(8

U G

(9

U G

(1

U G

(1

U G

(1

U G

(1

U G

LAND SIDE

RIVER SIDE

RIVER SIDELAND SIDE

EL. 662.58

TOP OF WALL

TOP OF WOOD CRIB

EL. 644.58

CONCRETE MONOLITH

EL. 640.58 BOTTOM OF

BOTTOM OF CRIB

EL. 629.58

EL. 649.86 UPPER POOL

JOINT

MONOLITH

8' 3' 4' 5'

20'

PILES

WOOD

PILES

WOOD

I2 (7

I2 (7 I2 (7 A

I2 (7

I2 (7

/2

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E L E

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IN

E D F

A C

T O

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C F

G E

O

ID

N.T.S.

B3

SCALE:

EXISTING PLAN (TYP.)

LOWER GUIDEWALL (LG)

N.T.S.

A3

SCALE:

EXISTING ELEVATION - RIVER SIDE (TYP.)

LOWER GUIDEWALL (LG)

N

1" = 50'

B1

SCALE:

LOCK & DAM 5A

SITE MAP - LOWER GUIDEWALL

F L

O W

M

IS

S

IS

S

IP

P I R

IV

E

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100'0 50'

A N

S I

D

T S

U L L

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/0

/3

M S

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NOTE

N.T.S.

C3

SCALE:

EXISTING SECTION (TYP.)

LOWER GUIDEWALL (LG)

LAND SIDE

GENERAL SHEET NOTES

.7

.5

.5

.5

.7

DESIGNING OR ORDERING FORMWORK.

VERIFY EXISTING GROUND ELEVATIONS PRIOR TO

FORMWORK DESIGN. CONTRACTOR MUST FIELD

THESE DRAWINGS SHOULD NOT BE USED FOR

ARE APPROXIMATE. ELEVATIONS SHOWN WITHIN

DURING DIVING INSPECTION. LANDSIDE ELEVATIONS

ELEVATIONS OBTAINED VIA PNEUMOFATHOMETER

RIVERWARD SIDES OF GUIDEWALL VARY. RIVERWARD

4. EXISTING GROUND ELEVATIONS ON LANDWARD AND

PIPE IS NOT DAMAGED OR OBSTRUCTED.

PRIOR TO FORM SET UP AND PLACEMENT TO ENSURE

HOWEVER, CONTRACTOR MUST VERIFY WITH COR

TYPICALLY LOCATED AT END OF GUIDEWALL;

OPTIONS TO MAINTAIN OUTLET. GAGE HOUSE PIPE IS

CONDITION OF PIPE, CONTRACTOR MUST PROPOSE

NOT BE DAMAGED OR OBSTRUCTED. DEPENDING ON

3. CONTRACTOR TO NOTE THAT GAGE HOUSE PIPE MUST

SEPARATE ATTACHMENT.

AS GOVERNMENT FURNISHED INFORMATION IN A

AND 2017 DIVING INSPECTION REPORT ARE INCLUDED

2. 2000, 2006, AND 2012 DIVING INSPECTION DRAWINGS

BE OUT OF PLANE.

OF GUIDEWALLS AND THAT GUIDEWALL TIMBERS MAY

AS ROCKS AND SHEETPILE MAY BE LOCATED AT BASE

1. CONTRACTOR TO NOTE THAT OBSTRUCTIONS SUCH

BIT. SEE NOTE 1.

LIMITED TO HANDRAILS, LIGHTING STANCHIONS, TOW HAUL RAIL, AND TRAVELING MOORING

CONTRACTOR TO AVOID OR PROTECT ALL WALL APPURTENANCES INCLUDING BUT NOT

S O

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F

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D E

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IP

T

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2 3

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4 5

A

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M A

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A P

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®of Engineers

US Army Corps of Engineers

US Army Corps

ID

Sheet

L (3

L (3

L (3

L (3

L (3

(3

L G

(3

L G

(4

L G

(4

L G

(4

L G

(4

L G

(4

L G

(4

L G

(4

L G

(4

L G

(4

L G

(4

L G

(5

L G

RIVER SIDELAND SIDE

EL. 662.58

TOP OF WALL

LAND SIDE

RIVER SIDE

EL. 631.58 TOP OF RIPRAP

CONCRETE MONOLITH

EL. 638.58 BOTTOM OF

BOTTOM OF CRIB

EL. 628.58

EL. 645.06 LOWER POOL

EL. 642.58 TOP OF WOOD CRIB

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SECTION SECTION

PLAN

SECTION

PLAN

SECTION

PLAN

8'0 4' 16'

PLAN

1/8' = 1'-0"

S-401

A4

SCALE:

SECTION

MONOLITH UG-2 (MID)

1/8' = 1'-0"

S-401

A2

SCALE:

SECTION

MONOLITH UG-1 (MID)

1/8' = 1'-0"

S-401

A3

SCALE:

SECTION

MONOLITH UG-1/2 JOINTA1

1/8' = 1'-0"

S-401

SCALE:

SECTION

MONOLITH UG-1 CORNER

C. CONCRETE MONOLITH IS PARTIALLY CANTILEVERED.

B. VOID LARGE ENGOUGH TO FIT ENTIRE DIVER; AND

A. MULTIPLE TIMBERS MISSING;

1. DIVING SURVEY INDICATED THE FOLLOWING INFORMATION:

NOTE:

4. RIVERBED ELEVATIONS SURVEYED AT MONOLITH JOINTS AND NOT AT MONOLITH MIDPOINTS.

FORMWORK DESIGN. CONTRACTOR MUST FIELD VERIFY EXISTING GROUND ELEVATIONS PRIOR TO DESIGNING OR ORDERING FORMWORK.

3. EXISTING GROUND ELEVATIONS ON LANDWARD AND RIVERWARD SIDES OF GUIDEWALL VARY AND SHOULD NOT BE USED FOR

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

DEEP, VOID MARKED ON PLANS AS 10 FEET.

OBTAIN VOID DEPTHS. DEPTHS BETWEEN SOUNDED TIMBERS ARE INTERPOLATED. IF VOID WAS EQUAL TO OR GREATER THAN 10 FEET

REPRESENT ELEVATIONS FROM 2017 DIVING INSPECTION. A SOUNDING POLE WAS INSERTED INTO OPENINGS AT EVERY OTHER TIMBER TO

1. VOID AREAS SHOWN ARE APPROXIMATE ONLY. AREAS REPRESENT VOID DATA FROM 2017 DIVING INSPECTION. POOL ELEVATIONS

GENERAL SHEET NOTES

A. SANDY BOTTOM WITH 1 FOOT DIAMETER RIPRAP.

1. DIVING SURVEY INDICATED THE FOLLOWING INFORMATION:

NOTE:

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

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U M

B E

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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

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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

RIVER SIDE

LAND SIDE

LAND SIDERIVER SIDELAND SIDE

EL. 662.58

TOP OF WALL

TOP OF WOOD CRIB

EL. 644.58

RIVER SIDELAND SIDE

EL. 662.58

TOP OF WALL

TOP OF WOOD CRIB

EL. 644.58

RIVER SIDELAND SIDE

EL. 662.58

TOP OF WALL

TOP OF WOOD CRIB

EL. 644.58

RIVER SIDELAND SIDE

EL. 662.58

TOP OF WALL

TOP OF WOOD CRIB

EL. 644.58

VOID AREAVOID AREA

VOID AREA

RIVERBED, EL. 633.86 RIVERBED, EL. 633.86

RIVER SIDE

LAND SIDE

CONCRETE MONOLITH

EL. 640.58 BOTTOM OF

CONCRETE MONOLITH

EL. 640.58 BOTTOM OF

CONCRETE MONOLITH

EL. 640.58 BOTTOM OF

CONCRETE MONOLITH

EL. 640.58 BOTTOM OF

BOTTOM OF CRIB

EL. 629.58

BOTTOM OF CRIB

EL. 629.58

BOTTOM OF CRIB

EL. 629.58

BOTTOM OF CRIB

EL. 649.86 UPPER POOL EL. 649.86 UPPER POOL EL. 649.86 UPPER POOL EL. 649.86 UPPER POOL

/2

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A C

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C

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SECTION

4. RIVERBED ELEVATIONS SURVEYED AT MONOLITH JOINTS AND NOT AT MONOLITH MIDPOINTS.

FORMWORK DESIGN. CONTRACTOR MUST FIELD VERIFY EXISTING GROUND ELEVATIONS PRIOR TO DESIGNING OR ORDERING FORMWORK.

3. EXISTING GROUND ELEVATIONS ON LANDWARD AND RIVERWARD SIDES OF GUIDEWALL VARY AND SHOULD NOT BE USED FOR

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

DEEP, VOID MARKED ON PLANS AS 10 FEET.

OBTAIN VOID DEPTHS. DEPTHS BETWEEN SOUNDED TIMBERS ARE INTERPOLATED. IF VOID WAS EQUAL TO OR GREATER THAN 10 FEET

REPRESENT ELEVATIONS FROM 2017 DIVING INSPECTION. A SOUNDING POLE WAS INSERTED INTO OPENINGS AT EVERY OTHER TIMBER TO

1. VOID AREAS SHOWN ARE APPROXIMATE ONLY. AREAS REPRESENT VOID DATA FROM 2017 DIVING INSPECTION. POOL ELEVATIONS

S-402

A1

SCALE:

SECTION

MONOLITH UG-2/3 JOINT

1/8' = 1'-0"

S-402

A2

SCALE:

SECTION

MONOLITH UG-3 (MID) A4

1/8' = 1'-0"

S-402

SCALE:

SECTION

MONOLITH UG-4 (MID)

1/8' = 1'-0"

S-402

A3

SCALE:

SECTION

MONOLITH UG-3/4 JOINT

GENERAL SHEET NOTES

B. RIVERBED IS MOSTLY 1 FOOT DIAMETER RIPRAP.

A. TIMBERS EXTEND 2 INCHES RIVERWARD FROM VERTICAL CRIBWALL FACE.

1. DIVER SURVEY INDICATED THE FOLLOWING INFORMATION:

NOTE:

CRIBWALL FACE.

A. TIMBERS STICK OUT 2 INCHES RIVERWARD FROM VERTICAL

1. DIVER SURVEY INDICATED THE FOLLOWING INFORMATION:

NOTE:

LAND SIDERIVER SIDELAND SIDE

EL. 662.58

TOP OF WALL

TOP OF WOOD CRIB

EL. 644.58

RIVER SIDELAND SIDE

EL. 662.58

TOP OF WALL

TOP OF WOOD CRIB

EL. 644.58

RIVER SIDELAND SIDE

EL. 662.58

TOP OF WALL

TOP OF WOOD CRIB

EL. 644.58

RIVER SIDELAND SIDE

EL. 662.58

TOP OF WALL

TOP OF WOOD CRIB

EL. 644.58

VOID AREAVOID AREAVOID AREAVOID AREA

RIVERBED, EL. 633.86

RIVER SIDE

LAND SIDE

RIVER SIDE

LAND SIDE

CONCRETE MONOLITH

EL. 640.58 BOTTOM OF

CONCRETE MONOLITH

EL. 640.58 BOTTOM OF

CONCRETE MONOLITH

EL. 640.58 BOTTOM OF

CONCRETE MONOLITH

EL. 640.58 BOTTOM OF

BOTTOM OF CRIB

EL. 629.58

BOTTOM OF CRIB

EL. 629.58

BOTTOM OF CRIB

EL. 629.58

BOTTOM OF CRIB

EL. 629.58

EL. 649.86 UPPER POOL EL. 649.86 UPPER POOL EL. 649.86 UPPER POOL EL. 649.86 UPPER POOL

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US Army Corps of Engineers

US Army Corps

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S-403

A1

SCALE:

SECTION

MONOLITH UG-4/5 JOINT

1/8' = 1'-0"

S-403

A2

SCALE:

SECTION

MONOLITH UG-5 (MID)

1/8' = 1'-0"

S-403

A3

SCALE:

SECTION

MONOLITH UG-5/6 JOINT

4. RIVERBED ELEVATIONS SURVEYED AT MONOLITH JOINTS AND NOT AT MONOLITH MIDPOINTS.

FORMWORK DESIGN. CONTRACTOR MUST FIELD VERIFY EXISTING GROUND ELEVATIONS PRIOR TO DESIGNING OR ORDERING FORMWORK.

3. EXISTING GROUND ELEVATIONS ON LANDWARD AND RIVERWARD SIDES OF GUIDEWALL VARY AND SHOULD NOT BE USED FOR

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

DEEP, VOID MARKED ON PLANS AS 10 FEET.

OBTAIN VOID DEPTHS. DEPTHS BETWEEN SOUNDED TIMBERS ARE INTERPOLATED. IF VOID WAS EQUAL TO OR GREATER THAN 10 FEET

REPRESENT ELEVATIONS FROM 2017 DIVING INSPECTION. A SOUNDING POLE WAS INSERTED INTO OPENINGS AT EVERY OTHER TIMBER TO

1. VOID AREAS SHOWN ARE APPROXIMATE ONLY. AREAS REPRESENT VOID DATA FROM 2017 DIVING INSPECTION. POOL ELEVATIONS

GENERAL SHEET NOTES

1/8' = 1'-0"

S-403

A4

SCALE:

SECTION

MONOLITH UG-6 (MID)

CRIBWALL FACE.

A. TIMBERS EXTENDS 2 INCHES RIVERWARD FROM VERTICAL

1. DIVER SURVEY INDICATED THE FOLLOWING INFORMATION:

NOTE:

B. RIVERBED IS MOSTLY 1 FOOT DIAMETER RIPRAP.

CRIBWALL FACE.

A. TIMBERS EXTENDS 2 INCHES RIVERWARD FROM VERTICAL

1. DIVER SURVEY INDICATED THE FOLLOWING INFORMATION:

NOTE:

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®of Engineers

US Army Corps of Engineers

US Army Corps

ID

Sheet

LAND SIDERIVER SIDELAND SIDE

EL. 662.58

TOP OF WALL

TOP OF WOOD CRIB

EL. 644.58

RIVER SIDELAND SIDE

EL. 662.58

TOP OF WALL

TOP OF WOOD CRIB

EL. 644.58

RIVER SIDELAND SIDE

EL. 662.58

TOP OF WALL

TOP OF WOOD CRIB

EL. 644.58

RIVER SIDELAND SIDE

EL. 662.58

TOP OF WALL

TOP OF WOOD CRIB

EL. 644.58

VOID AREAVOID AREAVOID AREAVOID AREA

RIVERBED, EL. 633.86

RIVER SIDE

LAND SIDE

RIVER SIDE

LAND SIDE

CONCRETE MONOLITH

EL. 640.58 BOTTOM OF

CONCRETE MONOLITH

EL. 640.58 BOTTOM OF

CONCRETE MONOLITH

EL. 640.58 BOTTOM OF

CONCRETE MONOLITH

EL. 640.58 BOTTOM OF

BOTTOM OF CRIB

EL. 629.58

BOTTOM OF CRIB

EL. 629.58

BOTTOM OF CRIB

EL. 629.58

BOTTOM OF CRIB

/2

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8'0 4' 16'

PLAN

8'0 4' 16'

PLAN

4. RIVERBED ELEVATIONS SURVEYED AT MONOLITH JOINTS AND NOT AT MONOLITH MIDPOINTS.

FORMWORK DESIGN. CONTRACTOR MUST FIELD VERIFY EXISTING GROUND ELEVATIONS PRIOR TO DESIGNING OR ORDERING FORMWORK.

3. EXISTING GROUND ELEVATIONS ON LANDWARD AND RIVERWARD SIDES OF GUIDEWALL VARY AND SHOULD NOT BE USED FOR

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

DEEP, VOID MARKED ON PLANS AS 10 FEET.

OBTAIN VOID DEPTHS. DEPTHS BETWEEN SOUNDED TIMBERS ARE INTERPOLATED. IF VOID WAS EQUAL TO OR GREATER THAN 10 FEET

REPRESENT ELEVATIONS FROM 2017 DIVING INSPECTION. A SOUNDING POLE WAS INSERTED INTO OPENINGS AT EVERY OTHER TIMBER TO

1. VOID AREAS SHOWN ARE APPROXIMATE ONLY. AREAS REPRESENT VOID DATA FROM 2017 DIVING INSPECTION. POOL ELEVATIONS

GENERAL SHEET NOTES

A. RIVERBED IS MOSTLY 1 FOOT DIAMETER RIPRAP.

1. DIVER SURVEY INDICATED THE FOLLOWING INFORMATION:

NOTE:

A. RIVERBED IS MOSTLY 1 FOOT DIAMETER RIPRAP.

1. DIVER SURVEY INDICATED THE FOLLOWING INFORMATION:

NOTE:

1/8' = 1'-0"

S-404

A1

SCALE:

SECTION

MONOLITH UG-6/7 JOINT

1/8' = 1'-0"

S-404

A2

SCALE:

SECTION

MONOLITH UG-7 (MID)

1/8' = 1'-0"

S-404

A3

SCALE:

SECTION

MONOLITH UG-7/8 JOINT

1/8' = 1'-0"

S-404

A4

SCALE:

SECTION

MONOLITH UG-8 (MID)

RIVER SIDELAND SIDE

EL. 662.58

TOP OF WALL

TOP OF WOOD CRIB

EL. 644.58

RIVER SIDELAND SIDE

EL. 662.58

TOP OF WALL

TOP OF WOOD CRIB

EL. 644.58

RIVER SIDELAND SIDE

EL. 662.58

TOP OF WALL

TOP OF WOOD CRIB

EL. 644.58

RIVER SIDELAND SIDE

EL. 662.58

TOP OF WALL

TOP OF WOOD CRIB

EL. 644.58

VOID AREAVOID AREAVOID AREAVOID AREA

RIVERBED, EL. 632.86

RIVER SIDE

LAND SIDE

RIVER SIDE

LAND SIDE

CONCRETE MONOLITH

EL. 640.58 BOTTOM OF

CONCRETE MONOLITH

EL. 640.58 BOTTOM OF

CONCRETE MONOLITH

EL. 640.58 BOTTOM OF

CONCRETE MONOLITH

EL. 640.58 BOTTOM OF

BOTTOM OF CRIB

EL. 629.58

BOTTOM OF CRIB

EL. 629.58

BOTTOM OF CRIB

EL. 629.58

BOTTOM OF CRIB

EL. 629.58

EL. 649.86 UPPER POOL EL. 649.86 UPPER POOL EL. 649.86 UPPER POOL EL. 649.86 UPPER POOL

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A T

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®of Engineers

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US Army Corps

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4. RIVERBED ELEVATIONS SURVEYED AT MONOLITH JOINTS AND NOT AT MONOLITH MIDPOINTS.

FORMWORK DESIGN. CONTRACTOR MUST FIELD VERIFY EXISTING GROUND ELEVATIONS PRIOR TO DESIGNING OR ORDERING FORMWORK.

3. EXISTING GROUND ELEVATIONS ON LANDWARD AND RIVERWARD SIDES OF GUIDEWALL VARY AND SHOULD NOT BE USED FOR

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

DEEP, VOID MARKED ON PLANS AS 10 FEET.

OBTAIN VOID DEPTHS. DEPTHS BETWEEN SOUNDED TIMBERS ARE INTERPOLATED. IF VOID WAS EQUAL TO OR GREATER THAN 10 FEET

REPRESENT ELEVATIONS FROM 2017 DIVING INSPECTION. A SOUNDING POLE WAS INSERTED INTO OPENINGS AT EVERY OTHER TIMBER TO

1. VOID AREAS SHOWN ARE APPROXIMATE ONLY. AREAS REPRESENT VOID DATA FROM 2017 DIVING INSPECTION. POOL ELEVATIONS

S-405

A1

SCALE:

SECTION

MONOLITH UG-8/9 JOINT

1/8' = 1'-0"

S-405

A2

SCALE:

SECTION

MONOLITH UG-9 (MID)

1/8' = 1'-0"

S-405

A3

SCALE:

SECTION

MONOLITH UG-9/10 JOINT

1/8' = 1'-0"

S-405

A4

SCALE:

SECTION

MONOLITH UG-10 (MID)

A. MINOR KNOT POP-OUTS ON TIMBERS.

1. DIVER SURVEY INDICATED THE FOLLOWING INFORMATION:

NOTE:

A. BUOY ANCHOR ABUTS EXPOSED TIMBER AT RIVERBED.

1. DIVER SURVEY INDICATED THE FOLLOWING INFORMATION:

NOTE:

S O

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IP

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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

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A P

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®of Engineers

US Army Corps of Engineers

US Army Corps

ID

Sheet

RIVER SIDELAND SIDE

EL. 662.58

TOP OF WALL

TOP OF WOOD CRIB

EL. 644.58

RIVER SIDELAND SIDE

EL. 662.58

TOP OF WALL

TOP OF WOOD CRIB

EL. 644.58

RIVER SIDELAND SIDE

EL. 662.58

TOP OF WALL

TOP OF WOOD CRIB

EL. 644.58

RIVER SIDELAND SIDE

EL. 662.58

TOP OF WALL

TOP OF WOOD CRIB

EL. 644.58

VOID AREA VOID AREAVOID AREA VOID AREA

RIVER SIDE

LAND SIDE

RIVER SIDE

LAND SIDE

CONCRETE MONOLITH

EL. 640.58 BOTTOM OF

CONCRETE MONOLITH

EL. 640.58 BOTTOM OF

CONCRETE MONOLITH

EL. 640.58 BOTTOM OF

CONCRETE MONOLITH

EL. 640.58 BOTTOM OF

BOTTOM OF CRIB

EL. 629.58

BOTTOM OF CRIB

EL. 629.58

BOTTOM OF CRIB

EL. 629.58

BOTTOM OF CRIB

EL. 629.58

RIVERBED, EL. 633.86

/2

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PLAN

4. RIVERBED ELEVATIONS SURVEYED AT MONOLITH JOINTS AND NOT AT MONOLITH MIDPOINTS.

FORMWORK DESIGN. CONTRACTOR MUST FIELD VERIFY EXISTING GROUND ELEVATIONS PRIOR TO DESIGNING OR ORDERING FORMWORK.

3. EXISTING GROUND ELEVATIONS ON LANDWARD AND RIVERWARD SIDES OF GUIDEWALL VARY AND SHOULD NOT BE USED FOR

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

DEEP, VOID MARKED ON PLANS AS 10 FEET.

OBTAIN VOID DEPTHS. DEPTHS BETWEEN SOUNDED TIMBERS ARE INTERPOLATED. IF VOID WAS EQUAL TO OR GREATER THAN 10 FEET

REPRESENT ELEVATIONS FROM 2017 DIVING INSPECTION. A SOUNDING POLE WAS INSERTED INTO OPENINGS AT EVERY OTHER TIMBER TO

1. VOID AREAS SHOWN ARE APPROXIMATE ONLY. AREAS REPRESENT VOID DATA FROM 2017 DIVING INSPECTION. POOL ELEVATIONS

GENERAL SHEET NOTES

1/8' = 1'-0"

S-406

A1

SCALE:

SECTION

MONOLITH UG-10/11 JOINT

1/8' = 1'-0"

S-406

A2

SCALE:

SECTION

MONOLITH UG-11 (MID)

1/8' = 1'-0"

S-406

A3

SCALE:

SECTION

MONOLITH UG-11/12 JOINT

1/8' = 1'-0"

S-406

A4

SCALE:

SECTION

MONOLITH UG-12 (MID)

A. RIVERBED IS MOSTLY 1 FOOT DIAMETER RIPRAP.

1. DIVER SURVEY INDICATED THE FOLLOWING INFORMATION:

NOTE:

A. RIVERBED IS MOSTLY 1 FOOT DIAMETER RIPRAP.

1. DIVER SURVEY INDICATED THE FOLLOWING INFORMATION:

NOTE:

A. RIVERBED IS MOSTLY 1 FOOT DIAMETER RIPRAP.

1. DIVER SURVEY INDICATED THE FOLLOWING INFORMATION:

NOTE:

11 s.f. x 40.1 l.f. = 441.1 cu. ft.

VOID:

5 s.f. x 40.0 l.f. = 200.0 cu. ft.

VOID:

RIVER SIDELAND SIDE

EL. 662.58

TOP OF WALL

TOP OF WOOD CRIB

EL. 644.58

RIVER SIDELAND SIDE

EL. 662.58

TOP OF WALL

TOP OF WOOD CRIB

EL. 644.58

RIVER SIDELAND SIDE

EL. 662.58

TOP OF WALL

TOP OF WOOD CRIB

EL. 644.58

RIVER SIDELAND SIDE

EL. 662.58

TOP OF WALL

TOP OF WOOD CRIB

EL. 644.58

VOID AREAVOID AREAVOID AREAVOID AREA

RIVERBED, EL. 634.86

RIVER SIDE

LAND SIDE

RIVER SIDE

LAND SIDE

CONCRETE MONOLITH

EL. 640.58 BOTTOM OF

CONCRETE MONOLITH

EL. 640.58 BOTTOM OF

CONCRETE MONOLITH

EL. 640.58 BOTTOM OF

CONCRETE MONOLITH

EL. 640.58 BOTTOM OF

BOTTOM OF CRIB

EL. 629.58

BOTTOM OF CRIB

EL. 629.58

BOTTOM OF CRIB

EL. 629.58

BOTTOM OF CRIB

EL. 629.58

EL. 649.86 UPPER POOL EL. 649.86 UPPER POOL EL. 649.86 UPPER POOL EL. 649.86 UPPER POOL

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S-407

A1

SCALE:

SECTION

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1/8' = 1'-0"

S-407

A2

SCALE:

SECTION

MONOLITH UG-13 (MID)

1/8' = 1'-0"

S-407

A3

SCALE:

SECTION

MONOLITH UG-13/L-1 (14) JOINT

4. RIVERBED ELEVATIONS SURVEYED AT MONOLITH JOINTS AND NOT AT MONOLITH MIDPOINTS.

FORMWORK DESIGN. CONTRACTOR MUST FIELD VERIFY EXISTING GROUND ELEVATIONS PRIOR TO DESIGNING OR ORDERING FORMWORK.

3. EXISTING GROUND ELEVATIONS ON LANDWARD AND RIVERWARD SIDES OF GUIDEWALL VARY AND SHOULD NOT BE USED FOR

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

DEEP, VOID MARKED ON PLANS AS 10 FEET.

OBTAIN VOID DEPTHS. DEPTHS BETWEEN SOUNDED TIMBERS ARE INTERPOLATED. IF VOID WAS EQUAL TO OR GREATER THAN 10 FEET

REPRESENT ELEVATIONS FROM 2017 DIVING INSPECTION. A SOUNDING POLE WAS INSERTED INTO OPENINGS AT EVERY OTHER TIMBER TO

1. VOID AREAS SHOWN ARE APPROXIMATE ONLY. AREAS REPRESENT VOID DATA FROM 2017 DIVING INSPECTION. POOL ELEVATIONS

GENERAL SHEET NOTES

CRIBWALL FACE

A. TIMBERS EXTEND 2 INCHES RIVERWARD FROM VERTICAL

1. DIVER SURVEY INDICATED THE FOLLOWING INFORMATION:

NOTE:

B. RIVERBED IS MOSTLY 1 FOOT DIAMETER RIPRAP.

CRIBWALL FACE.

A. TIMBERS EXTEND 2 INCHES RIVERWARD FROM VERTICAL

1. DIVER SURVEY INDICATED THE FOLLOWING INFORMATION:

NOTE:

B. RIVERBED IS MOSTLY 1 FOOT DIAMETER RIPRAP.

CRIBWALL FACE.

A. TIMBERS EXTEND 2 INCHES RIVERWARD FROM VERTICAL

1. DIVER SURVEY INDICATED THE FOLLOWING INFORMATION:

NOTE:

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®of Engineers

US Army Corps of Engineers

US Army Corps

ID

Sheet

RIVER SIDELAND SIDE

EL. 662.58

TOP OF WALL

TOP OF WOOD CRIB

EL. 644.58

RIVER SIDELAND SIDE

EL. 662.58

TOP OF WALL

TOP OF WOOD CRIB

EL. 644.58

RIVER SIDELAND SIDE

EL. 662.58

TOP OF WALL

TOP OF WOOD CRIB

EL. 644.58

VOID AREAVOID AREAVOID AREA

RIVERBED, EL. 632.86

RIVER SIDE

LAND SIDE

CONCRETE MONOLITH

EL. 640.58 BOTTOM OF

CONCRETE MONOLITH

EL. 640.58 BOTTOM OF

CONCRETE MONOLITH

EL. 640.58 BOTTOM OF

BOTTOM OF CRIB

EL. 629.58

BOTTOM OF CRIB

EL. 629.58

BOTTOM OF CRIB

EL. 649.86 UPPER POOL EL. 649.86 UPPER POOL EL. 649.86 UPPER POOL

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FORMWORK DESIGN. CONTRACTOR MUST FIELD VERIFY EXISTING GROUND ELEVATIONS PRIOR TO DESIGNING OR ORDERING FORMWORK.

3. EXISTING GROUND ELEVATIONS ON LANDWARD AND RIVERWARD SIDES OF GUIDEWALL VARY AND SHOULD NOT BE USED FOR

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

DEEP, VOID MARKED ON PLANS AS 10 FEET.

OBTAIN VOID DEPTHS. DEPTHS BETWEEN SOUNDED TIMBERS ARE INTERPOLATED. IF VOID WAS EQUAL TO OR GREATER THAN 10 FEET

REPRESENT ELEVATIONS FROM 2017 DIVING INSPECTION. A SOUNDING POLE WAS INSERTED INTO OPENINGS AT EVERY OTHER TIMBER TO

1. VOID AREAS SHOWN ARE APPROXIMATE ONLY. AREAS REPRESENT VOID DATA FROM 2017 DIVING INSPECTION. POOL ELEVATIONS

S-408

A1

SCALE:

SECTION

MONOLITH L-24/LG-1 JOINT

1/8' = 1'-0"

S-408

A2

SCALE:

SECTION

MONOLITH LG-1 (MID)

1/8' = 1'-0"

S-408

A3

SCALE:

SECTION

MONOLITH LG-1/2 JOINT

1/8' = 1'-0"

S-408

A4

SCALE:

SECTION

MONOLITH LG-2 (MID)

EXPOSED TIMBER AT RIVERBED.

B. 1 FOOT BY 4 FOOT BY 1 FOOT CONCRETE CHUNK ABUTS

CRIBWALL FACE ON RIVERBED.

A. 3 FOOT DIAMETER ROCKS 1 TO 2 FEET FROM VERTICAL

1. DIVER SURVEY INDICATED THE FOLLOWING INFORMATION:

NOTE:

FACE ON RIVERBED.

B. 2 FOOT DIAMETER ROCK 1 FOOT FROM VERTICAL CRIBWALL

HIGHER TIMBER PARALLEL TO FLOW.

EXPOSED TIMBER PARALLEL TO FLOW AT RIVERBED AND NEXT

A. 1 TIMBER PERPENDICULAR TO FLOW MISSING BETWEEN

1. DIVER SURVEY INDICATED THE FOLLOWING INFORMATION:

NOTE:

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US Army Corps of Engineers

US Army Corps

ID

Sheet

RIVER SIDE

LAND SIDE

11 s.f. x 39.9 l.f. = 438.9 cu. ft.

VOID:

11 s.f. x 39.9 l.f. = 438.9 cu. ft.

VOID:

RIVER SIDELAND SIDE

EL. 662.58

TOP OF WALL

RIVER SIDELAND SIDE

EL. 662.58

TOP OF WALL

RIVER SIDELAND SIDE

EL. 662.58

TOP OF WALL

RIVER SIDELAND SIDE

EL. 662.58

TOP OF WALL

LAND SIDE

RIVERBED, EL. 631.06

VOID AREA VOID AREA VOID AREA VOID AREA

RIVER SIDE

LAND SIDE

CONCRETE MONOLITH

EL. 638.58 BOTTOM OF

CONCRETE MONOLITH

EL. 638.58 BOTTOM OF

CONCRETE MONOLITH

EL. 638.58 BOTTOM OF

CONCRETE MONOLITH

EL. 638.58 BOTTOM OF

BOTTOM OF CRIB

EL. 628.58

BOTTOM OF CRIB

EL. 628.58

BOTTOM OF CRIB

EL. 628.58

BOTTOM OF CRIB

EL. 628.58

EL. 645.06 LOWER POOL

EL. 642.58 TOP OF WOOD CRIB

EL. 645.06 LOWER POOL

EL. 642.58 TOP OF WOOD CRIB

EL. 645.06 LOWER POOL

EL. 642.58 TOP OF WOOD CRIB

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4. RIVERBED ELEVATIONS SURVEYED AT MONOLITH JOINTS AND NOT AT MONOLITH MIDPOINTS.

FORMWORK DESIGN. CONTRACTOR MUST FIELD VERIFY EXISTING GROUND ELEVATIONS PRIOR TO DESIGNING OR ORDERING FORMWORK.

3. EXISTING GROUND ELEVATIONS ON LANDWARD AND RIVERWARD SIDES OF GUIDEWALL VARY AND SHOULD NOT BE USED FOR

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

DEEP, VOID MARKED ON PLANS AS 10 FEET.

OBTAIN VOID DEPTHS. DEPTHS BETWEEN SOUNDED TIMBERS ARE INTERPOLATED. IF VOID WAS EQUAL TO OR GREATER THAN 10 FEET

REPRESENT ELEVATIONS FROM 2017 DIVING INSPECTION. A SOUNDING POLE WAS INSERTED INTO OPENINGS AT EVERY OTHER TIMBER TO

1. VOID AREAS SHOWN ARE APPROXIMATE ONLY. AREAS REPRESENT VOID DATA FROM 2017 DIVING INSPECTION. POOL ELEVATIONS

S-409

A1

SCALE:

SECTION

MONOLITH LG-2/3 JOINT

1/8' = 1'-0"

S-409

A2

SCALE:

SECTION

MONOLITH LG-3 (MID)

1/8' = 1'-0"

S-409

A3

SCALE:

SECTION

MONOLITH LG-3/4 JOINT

1/8' = 1'-0"

S-409

A4

SCALE:

SECTION

MONOLITH LG-4 (MID)

RIVERBED.

A. 10 INCH DIAMETER ROCK ABUTS EXPOSED TIMBER AT

1. DIVER SURVEY INDICATED THE FOLLOWING INFORMATION:

NOTE:

AT RIVERBED.

A. 16 INCH DIAMETER SIZED ROCK ABUTS EXPOSED TIMBER

1. DIVER SURVEY INDICATED THE FOLLOWING INFORMATION:

NOTE:

1. DIVER SURVEY INDICATED THE FOLLOWING INFORMATION:

NOTE:

RIVERBED.

B. 3 FOOT TO 4 FOOT DIAMETER ROCK ABUTS EXPOSED TIMBER AT

CRIBWALL FACE.

RIVERBED AND EXTENDS 14 INCHES RIVERWARD FROM THE VERTICAL

THIS SECTION. THIS EXPOSED PORTION IS 2.5 FEET HIGH OFF THE

INTERSECTION BETWEEN RIVERBED, VERTICAL CRIBWALL FACE, AND

A. AN EXPOSED PORTION OF SHEET PILE EXISTS AT THE POINT OF

RIVER SIDELAND SIDE

EL. 662.58

TOP OF WALL

RIVER SIDELAND SIDE

EL. 662.58

TOP OF WALL

RIVER SIDELAND SIDE

EL. 662.58

TOP OF WALL

RIVER SIDELAND SIDE

EL. 662.58

TOP OF WALL

LAND SIDE

VOID AREA

RIVERBED, EL. 630.06

VOID AREA VOID AREA

RIVERBED, EL. 627.06

VOID AREA

RIVER SIDE

LAND SIDE

RIVER SIDE

LAND SIDE

CONCRETE MONOLITH

EL. 638.58 BOTTOM OF

CONCRETE MONOLITH

EL. 638.58 BOTTOM OF

CONCRETE MONOLITH

EL. 638.58 BOTTOM OF

CONCRETE MONOLITH

EL. 638.58 BOTTOM OF

BOTTOM OF CRIB

EL. 628.58

BOTTOM OF CRIB

EL. 628.58

BOTTOM OF CRIB

EL. 628.58

BOTTOM OF CRIB

EL. 628.58

EL. 645.06 LOWER POOL

EL. 642.58 TOP OF WOOD CRIB

EL. 645.06 LOWER POOL

EL. 642.58 TOP OF WOOD CRIB

EL. 645.06 LOWER POOL

EL. 642.58 TOP OF WOOD CRIB

EL. 645.06 LOWER POOL

EL. 642.58 TOP OF WOOD CRIB

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S-410

A1

SCALE:

SECTION

MONOLITH LG-4/5 JOINT

1/8' = 1'-0"

S-410

A2

SCALE:

SECTION

MONOLITH LG-5 (MID)

1/8' = 1'-0"

S-410

A3

SCALE:

SECTION

MONOLITH LG-5/6 JOINT

1/8' = 1'-0"

S-410

A4

SCALE:

SECTION

MONOLITH LG-6 (MID)

4. RIVERBED ELEVATIONS SURVEYED AT MONOLITH JOINTS AND NOT AT MONOLITH MIDPOINTS.

FORMWORK DESIGN. CONTRACTOR MUST FIELD VERIFY EXISTING GROUND ELEVATIONS PRIOR TO DESIGNING OR ORDERING FORMWORK.

3. EXISTING GROUND ELEVATIONS ON LANDWARD AND RIVERWARD SIDES OF GUIDEWALL VARY AND SHOULD NOT BE USED FOR

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

DEEP, VOID MARKED ON PLANS AS 10 FEET.

OBTAIN VOID DEPTHS. DEPTHS BETWEEN SOUNDED TIMBERS ARE INTERPOLATED. IF VOID WAS EQUAL TO OR GREATER THAN 10 FEET

REPRESENT ELEVATIONS FROM 2017 DIVING INSPECTION. A SOUNDING POLE WAS INSERTED INTO OPENINGS AT EVERY OTHER TIMBER TO

1. VOID AREAS SHOWN ARE APPROXIMATE ONLY. AREAS REPRESENT VOID DATA FROM 2017 DIVING INSPECTION. POOL ELEVATIONS

GENERAL SHEET NOTES

B. 1 TIMBER PERPENDICULAR TO FLOW PARTIALLY MISSING.

A. TIMBERS PARALLEL TO FLOW IN GOOD CONDITION.

1. DIVER SURVEY INDICATED THE FOLLOWING INFORMATION:

NOTE:

ROCKS OVER SAND.

C. FLOOR CONDITIONS CONSIST OF 6 INCH DIAMETER AND SMALLER

INCHES FROM VERTICAL CRIBWALL FACE.

B. WOOD BOLTED TO TIMBER EXPOSED AT RIVERBED EXTENDS 6

A. TIMBERS ARE IN FAIR CONDITION WITH MINOR WEAR.

1. DIVER SURVEY INDICATED THE FOLLOWING INFORMATION:

NOTE:

ROCKS OVER SAND.

C. FLOOR CONDITIONS CONSIST OF 6 INCH DIAMETER AND SMALLER

B. TIMBERS PERPENDICULAR TO FLOW IN POOR CONDITION.

A. TIMBERS PARALLEL TO FLOW IN GOOD CONDITION.

1. DIVER SURVEY INDICATED THE FOLLOWING INFORMATION:

NOTE:

OVER SAND.

B. FLOOR CONDITIONS CONSIST OF 10 INCH TO 2 FEET DIAMETER ROCKS

RIVERBED.

A. 3 FOOT BY 1 FOOT BY 1 FOOT ROCK ABUTS EXPOSED TIMBER AT

1. DIVER SURVEY INDICATED THE FOLLOWING INFORMATION:

NOTE:

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®of Engineers

US Army Corps of Engineers

US Army Corps

ID

Sheet

RIVER SIDELAND SIDE

EL. 662.58

TOP OF WALL

RIVER SIDELAND SIDE

EL. 662.58

TOP OF WALL

RIVER SIDELAND SIDE

EL. 662.58

TOP OF WALL

RIVER SIDELAND SIDE

EL. 662.58

TOP OF WALL

RIVERBED, EL. 628.06

VOID AREA VOID AREA

RIVERBED, EL. 629.06

VOID AREA VOID AREA

RIVER SIDE

LAND SIDE

RIVER SIDE

LAND SIDE

CONCRETE MONOLITH

EL. 638.58 BOTTOM OF

CONCRETE MONOLITH

EL. 638.58 BOTTOM OF

CONCRETE MONOLITH

EL. 638.58 BOTTOM OF

CONCRETE MONOLITH

EL. 638.58 BOTTOM OF

BOTTOM OF CRIB

EL. 628.58

BOTTOM OF CRIB

EL. 628.58

BOTTOM OF CRIB

EL. 628.58

BOTTOM OF CRIB

EL. 628.58

EL. 645.06 LOWER POOL

EL. 642.58 TOP OF WOOD CRIB

EL. 645.06 LOWER POOL

EL. 642.58 TOP OF WOOD CRIB

EL. 645.06 LOWER POOL

EL. 642.58 TOP OF WOOD CRIB

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4. RIVERBED ELEVATIONS SURVEYED AT MONOLITH JOINTS AND NOT AT MONOLITH MIDPOINTS.

FORMWORK DESIGN. CONTRACTOR MUST FIELD VERIFY EXISTING GROUND ELEVATIONS PRIOR TO DESIGNING OR ORDERING FORMWORK.

3. EXISTING GROUND ELEVATIONS ON LANDWARD AND RIVERWARD SIDES OF GUIDEWALL VARY AND SHOULD NOT BE USED FOR

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

DEEP, VOID MARKED ON PLANS AS 10 FEET.

OBTAIN VOID DEPTHS. DEPTHS BETWEEN SOUNDED TIMBERS ARE INTERPOLATED. IF VOID WAS EQUAL TO OR GREATER THAN 10 FEET

REPRESENT ELEVATIONS FROM 2017 DIVING INSPECTION. A SOUNDING POLE WAS INSERTED INTO OPENINGS AT EVERY OTHER TIMBER TO

1. VOID AREAS SHOWN ARE APPROXIMATE ONLY. AREAS REPRESENT VOID DATA FROM 2017 DIVING INSPECTION. POOL ELEVATIONS

GENERAL SHEET NOTES

C. 6 INCH DIAMETER AND SMALLER ROCKS OVER SANDY BOTTOM.

B. KNOTS AND WEAR ON BOTTOM TIMBER.

A. TIMBERS IN OVERALL GOOD CONDITION.

1. DIVER SURVEY INDICATED THE FOLLOWING INFORMATION:

NOTE:

B. 6 INCH DIAMATER ROCKS COVER SANDY BOTTOM.

A. TIMBERS IN POOR CONDITION.

1. DIVER SURVEY INDICATED THE FOLLOWING INFORMATION:

NOTE:

S-411

A1

SCALE:

SECTION

MONOLITH LG-6/7 JOINT

1/8' = 1'-0"

S-411

A2

SCALE:

SECTION

MONOLITH LG-7 (MID)

1/8' = 1'-0"

S-411

A3

SCALE:

SECTION

MONOLITH LG-7/8 JOINT

1/8' = 1'-0"

S-411

A4

SCALE:

SECTION

MONOLITH LG-8 (MID)

RIVERBED.

A. 16 INCH DIAMETER SIZED ROCK ABUTS EXPOSED TIMBER AT

1. DIVER SURVEY INDICATED THE FOLLOWING INFORMATION:

NOTE:

B. 10 INCH DIAMETER ROCK ABUTS EXPOSED TIMBER AT RIVERBED.

A. TIMBERS IN OVERALL GOOD CONDITION.

1. DIVER SURVEY INDICATED THE FOLLOWING INFORMATION:

NOTE:

RIVER SIDELAND SIDE

EL. 662.58

TOP OF WALL

RIVER SIDELAND SIDE

EL. 662.58

TOP OF WALL

RIVER SIDELAND SIDE

EL. 662.58

TOP OF WALL

RIVER SIDELAND SIDE

EL. 662.58

TOP OF WALL

VOID AREA

RIVERBED, EL. 633.06

VOID AREA

RIVERBED, EL. 628.06

VOID AREA VOID AREA

RIVER SIDE

LAND SIDE

RIVER SIDE

LAND SIDE

CONCRETE MONOLITH

EL. 638.58 BOTTOM OF

CONCRETE MONOLITH

EL. 638.58 BOTTOM OF

CONCRETE MONOLITH

EL. 638.58 BOTTOM OF

CONCRETE MONOLITH

EL. 638.58 BOTTOM OF

BOTTOM OF CRIB

EL. 628.58

BOTTOM OF CRIB

EL. 628.58

BOTTOM OF CRIB

EL. 628.58

BOTTOM OF CRIB

EL. 628.58

EL. 645.06 LOWER POOL

EL.