W912P518B0004_Drawings.pdf

SCALE:

DO NOT ALTER MANUALLY

C.A.D. DRAWING

ISSUED BY:

R

TENNESSEE VALLEY AUTHORITY

FOSSIL AND HYDRO ENGINEERING

AUTOCAD R

DATE

PLOT FACTOR:

REVIEWED BY: APPROVED BY:

AS CONST

EXCEPT AS NOTED

NO.

REV.

DATE

R

R

DRWNDSGN CHKD RVWDSUPV APPD

PROJECT

ISSD

ID

CD

REV

DISCIPLINE

INTERFACE

US Army Corps of Engineers

Nashville District

SUBMITTED BY:

APPROVED BY:

P l o t

T i m e

P l

D a t e

F i l e

N m e

T im e

D a t e

F il e

DESIGNED BY:

DRAWN BY:

CHECKED BY:

CHIEF, ENGINEERING CONSTRUCTION DIVISION

H

F

G

E

3 4 5 6

D

C

B

A

2 3 4 5 6

7 8

REV NO.TASK COMPLETED BY:

F

E

7 8 9 10

D

C

B

11 12

A

C

C07

W_TVA

-----0

XX

INITIAL ISSUE

CHICKAMAUGA PROJECT

CHIEF, CIVIL DESIGN BRANCH

NONE

DRAWING INDEX

CELRN

MAR/16

EXISTING LOCK

60' X 360'

DRAWING TITLEFILE NAME

GEOTECHNICAL

DRAWING INDEX

FOR INFORMATION ONLY

DEK

DEK

DLT

DLT

CIVIL

UTILITIES

02-L471-20/1.12

02-L471-20/2.9

02-L471-20/4.7

02-L471-20/6.8

02-L471-20/10.5

02-L471-20/14.7

02-L471-20/23.8

02-L471-20/24.11

02-L471-20/29.16

02-L471-27/1.4

02-L471-29/1.12

02-L471-29/71.2

61N233r3

61W262-8r2

61W266-1r1

61W805r1

61W806r1

65N23r3

65W765-1r3

65W766-2r1

65W802r2

CHICKAMAUGA PROJECT LOCK, LOCK WALLS, SECTIONS

CHICKAMAUGA PROJECT LOCK, LOCK WALLS, PLAN - UPPER END

CHICKAMAUGA PROJECT LOCK, LOCK WALLS, PLAN - LOWER END

CHICKAMAUGA PROJECT LOCK, LOCK WALLS, ELEVATIONS - LOWER END

CHICKAMAUGA PROJECT LOCK, LOCK WALLS, CULVERTS - LOWER END

CHICKAMAUGA PROJECT LOCK, LOCK WALLS, LOWER GATE AND VALVE RECESSES

CHICKAMAUGA PROJECT LOCK, LOCK WALLS,

CHICKAMAUGA PROJECT LOCK, LOCK WALLS, WALL ARMOR - LOWER END

CHICKAMAUGA PROJECT LOCK, LOCK WALLS, METAL PARTS

CHICKAMAUGA PROJECT LOCK, LOCK WALLS, MONOLITH LAYOUT AND RECESS DRAINS

CHICKAMAUGA PROJECT LOCK, LOCK WALLS, PIPING, PIPING DIAGRAM AND DETAILS

CHICKAMAUGA PROJECT LOCK, LOCK WALLS, ELECTRICAL SYSTEM, LAYOUT OF CONDUIT SYSTEM

CHICKAMAUGA PROJECT LOCK, RAILING AND CONCRETE, FILL FOR WALKWAY AREAS

CHICKAMAUGA PROJECT LOCK, CONCRETE, LOWER APPROACH BLOCK NO. 48, RIVER WALL - POSTTENSIONING

CHICKAMAUGA PROJECT LOCK, CONCRETE, BLOCKS 47 & 48, POSTTENSIONING HORIZONTAL CRACKS

CHICKAMAUGA PROJECT LOCK, CONCRETE, CHAMBER BLOCK NO. 41, RIVER WALL - POSTTENSIONING

CHICKAMAUGA PROJECT LOCK, CONCRETE, BLOCKS 47 & 48, GROUTING HORIZONTAL CRACKS

CHICKAMAUGA PROJECT LOCK, CONDUIT & GROUNDING, PLAN & SECTIONS

CHICKAMAUGA PROJECT LOCK, WIRING DIAGRAMS, CABLE LOCATION DIAGRAM, SHEET 1

CHICKAMAUGA PROJECT LOCK, WIRING DIAGRAMS, CABLE CODING

CHICKAMAUGA PROJECT LOCK, INSTRUMENTATION, CONDUIT & GROUNDING, CONDUIT / WIRING LAYOUT

LAB_SHEET 1 OF 8

02-L471-20/21.5 CHICKAMAUGA PROJECT LOCK, LOCK WALLS, NEEDLE DAM GIRDER RECESSES

GOVERNMENT FURNISHED ITEMS

CHICKAMAUGA PROJECT TVA, MONOLITH 11 & 48, STAIR AND RAILING DETAILS

CHICKAMAUGA PROJECT TVA, MONOLITH 11 & 48, STAIR AND RAILING DETAILSLAB_SHEET 2 OF 8

CHICKAMAUGA PROJECT TVA, MONOLITH 11 & 48, STAIR AND RAILING DETAILSLAB_SHEET 3 OF 8

CHICKAMAUGA PROJECT TVA, MONOLITH 11 & 48, STAIR AND RAILING DETAILSLAB_SHEET 4 OF 8

CHICKAMAUGA PROJECT TVA, MONOLITH 11 & 48, STAIR AND RAILING DETAILSLAB_SHEET 5 OF 8

CHICKAMAUGA PROJECT TVA, MONOLITH 11 & 48, STAIR AND RAILING DETAILSLAB_SHEET 7 OF 8

CHICKAMAUGA PROJECT TVA, MONOLITH 11 & 48, STAIR AND RAILING DETAILSLAB_SHEET 8 OF 8

CHICKAMAUGA PROJECT TVA, MONOLITH 11 & 48, STAIR AND RAILING DETAILSLAB_SHEET 6 OF 8

MONOLITH 48 - REPLACEMENT METAL STAIR AND RAILING

DTM KLS NCB

LOWER RIVER WALL, ELECTRICAL, CONDUIT SYSTEM

MONOLITH 48, SITE PLAN AND LAYDOWN AREA

MONOLITH 48, NEW POST-TENSIONNING ANCHORS, PLAN AND SECTION

MONOLITH 48, STRAND ANCHOR SUMMARY TABLE

MONOLITH 48, HANDRAILS AND DETAILS

MONOLITH 48, STRAND ANCHOR DETAIL, AND SECTIONS

MONOLITH 48, NEW POST-TENSIONNING ANCHORS, LAYOUT

MONOLITH 48, CONCRETE STAIR DEMOLITION, PLAN AND SECTION

MONOLITH 48, NEW STAIR INSTALLATION, PLAN AND ELEVATION

GEOTECHNICAL INDEX

BORINGS PLAN AND PROFILE

61W281

61W281

61W281

61W282

61W283

61W284-1

61W284-2

61W285-1

61W285-2

61W286

61W287

61W801

61W288

61W289

BEH

BEH

DANIEL T. MOORE KRISTEN L. SMITH NICOLE C. BERGER

BENJAMIN L. ROHRBACH P.E.

VANESSA C. BATEMAN

DO NOT ALTER MANUALLY

C.A.D. DRAWING

ISSUED BY:

R

TENNESSEE VALLEY AUTHORITY

FOSSIL AND HYDRO ENGINEERING

AUTOCAD R

DATE

PLOT FACTOR:

REVIEWED BY: APPROVED BY:

AS CONST

EXCEPT AS NOTED

NO.

REV.

DATE

R

R

DRWNDSGN CHKD RVWDSUPV APPD

PROJECT

ISSD

ID

CD

REV

DISCIPLINE

INTERFACE

US Army Corps of Engineers

Nashville District

SUBMITTED BY:

APPROVED BY:

P l m e

P l t e

F i m e

T im e

D a t e

F il e

DESIGNED BY:

DRAWN BY:

CHECKED BY:

CHIEF, ENGINEERING CONSTRUCTION DIVISION

H

F

G

E

3 4 5 6

D

C

B

A

2 3 4 5 6

7 8

REV NO.TASK COMPLETED BY:

F

E

7 8 9 10

D

C

B

11 12

A

C

C07

W_TVA

-----0

XX

INITIAL ISSUE

CHICKAMAUGA PROJECT

040 20 40 80FT

SCALE: 1''= 40'

1" = 40'

MAR/16

CELRN

CHIEF, CIVIL DESIGN BRANCH

DLT

DEK

DLT DEK

CB

C B

CB

C B

60' X 360'

EXISTING LOCK

MAM KLS NCB

AT ALL TIMES FOR THE DURATION OF THE CONTRACT.

2. CONTRACTOR SHALL MAINTAIN ACCESS TO COFFERDAM

STAFF.

MINIMIZE IMPACTS TO NAVIGATION AND OPERATIONS

1. CONTRACTOR WORK LIMITS WILL BE DETERMINED TO

NOTES:

SITE PLAN AND LAYDOWN AREA

MONOLITH 48

61W282

61W282

DANIEL T. MOORE KRISTEN L. SMITH NICOLE C. BERGER

BENJAMIN L. ROHRBACH P.E.

VANESSA C. BATEMAN

BEH

BEH

UNUSED PANEL

MONOLITH 48

(SEE NOTE 1)

LAYDOWN AREA

PROPOSED CONTRACTOR

ACCESS

COFFERDAM

SEE NOTES 1 & 2

F L

O W

S R

B

I

D G

E

N O R T

H

C

H I C

K A

M A

U G

A

C R E E

K

Z 692.217

LC 60'

x 360' EXISTING LOCK

25'-3"

22'-0"

SCALE:

DO NOT ALTER MANUALLY

C.A.D. DRAWING

ISSUED BY:

R

TENNESSEE VALLEY AUTHORITY

FOSSIL AND HYDRO ENGINEERING

AUTOCAD R

DATE

PLOT FACTOR:

REVIEWED BY: APPROVED BY:

AS CONST

EXCEPT AS NOTED

NO.

REV.

DATE

R

R

DRWNDSGN CHKD RVWDSUPV APPD

PROJECT

ISSD

ID

CD

REV

DISCIPLINE

INTERFACE

US Army Corps of Engineers

Nashville District

SUBMITTED BY:

APPROVED BY:

P l m e

P l t e

F i m e

T im e

D a t e

F il e

DESIGNED BY:

DRAWN BY:

CHECKED BY:

CHIEF, ENGINEERING CONSTRUCTION DIVISION

H

F

G

E

3 4 5 6

D

C

B

A

2 3 4 5 6

7 8

REV NO.TASK COMPLETED BY:

F

E

7 8 9 10

D

C

B

11 12

A

61W283 C

C07

W_TVA

---NCBKLS----0

XX

MAM

INITIAL ISSUE

CHICKAMAUGA PROJECT

CHIEF, CIVIL DESIGN BRANCH

04 3 2 1 4

SCALE: ‚''=1'-0''

‚" = 1'-0"

MAR/16

EXISTING LOCK

60' X 360'

MONOLITH 48

DLT

DEK

S T

A

B

NICKAJACK LAKE CHICKAMAUGA LAKE

FLOW

KEY PLAN

NTS

L

MONOLITH 48

PLAN

MONOLITH 48

SCALE:‚" = 1'-0"

FLOW

AA

CONCRETE STAIRS

DEMOLISH EXISTING

CONCRETE PARAPET WALL

DEMOLISH EXISTING

EL. 675.33

N

SCALE:•" = 1'-0"

SECTION A-A

CELRN

S T

A

B

M O

N O

L I

T H

J

O I

N T

M O

N O

L I

T H

J

O I

N T

CHAMBER FACE

M O

N O

L I

T H

J

O I

N T

S T

A

B

M O

N O

L I

T H

J

O I

N T

S T

A

B

EL. 692.0

EL. 675.33

CONCRETE STAIRS

SECTION ASSOCIATED WITH

DEMOLISH EXISTING HANDRAIL

PARAPET WALL

DEMOLISH EXISTING

HANDRAIL SECTION

ATTACHED TO PARAPET

FLOW

22 RISERS @ 8"

STAIRS, SEE NOTES 1, 2, & 3

DEMOLISH EXISTING CONCRETE

EXISTING ANCHOR

MONOLITH NUMBER 48

LEGEND

CONCRETE STAIR DEMOLITION

PLAN AND SECTION

61W283

CONCRETE DEMOLITION

DANIEL T. MOORE KRISTEN L. SMITH NICOLE C. BERGER

BENJAMIN L. ROHRBACH P.E.

VANESSA C. BATEMAN

BEH

BEH

NOTICE MUST BE GIVEN PRIOR TO A LOCK CLOSURE.

DETERMINE WHEN THE LOCK MUST BE CLOSED. 30 DAYS

5. COORDINATION SHALL BE MADE WITH THE COR TO

AND DRILLING FLUIDS DURING A LOCKAGE.

RELATING TO DRILLING, WORK AREA DEBRIS AND CLEANUP,

PROTECT PERSONNEL FROM DEBRIS OR HAZARDS

4. CONTRACTOR SHALL SUBMIT A PLAN FOR APPROVAL TO

FOR THE DURATION OF THE CONTRACT.

COFFERDAM AND LOWER APPROACH WALL AT ALL TIMES

3. CONTRACTOR SHALL MAINTAIN A MEANS OF EGRESS TO

CONCRETE SURFACE WITH BROOM FINISH.

PLACEMENT, CONTRACTOR SHALL ENSURE A LEVEL

2. AFTER DEMOLITION OF STAIRS AND NEW CONCRETE

SPECIFICATION SECTION 03 30 53.

AND REPLACE WITH NEW CONCRETE ACCORDING TO

SIX INCHES OF CONCRETE WHERE THE STAIRS USED TO BE

SHALL THEN SAWCUT SQUARE AND REMOVE AN ADDITIONAL

ANY CONCRETE OR STEPS ON MONOLITH 47. CONTRACTOR

PARAPET WALL ARMOR. CONTRACTOR SHALL NOT DEMOLISH

REINFORCEMENT, HANDRAILS, PARAPET WALL, AND

DEMOLITION SHALL INCLUDE ALL ASSOCIATED CONCRETE,

MONOLITH JOINT BETWEEN BLOCKS 47 AND 48.

ON MONOLITH 48 DOWN TO ELEVATION 675.33 AND TO

1. CONTRACTOR SHALL DEMOLISH CONCRETE STAIRS

NOTES:

C.A.D. DRAWING

ISSUED BY:

R

TENNESSEE VALLEY AUTHORITY

FOSSIL AND HYDRO ENGINEERING

AUTOCAD R

DATE

PLOT FACTOR:

REVIEWED BY: APPROVED BY:

AS CONST

EXCEPT AS NOTED

NO.

REV.

DATE

R

R

DRWNDSGN CHKD RVWDSUPV APPD

PROJECT

ISSD

ID

CD

REV

DISCIPLINE

INTERFACE

US Army Corps of Engineers

Nashville District

SUBMITTED BY:

APPROVED BY:

P l m e

P l t e

F i m e

T im e

D a t e

F il e

DESIGNED BY:

DRAWN BY:

CHECKED BY:

CHIEF, ENGINEERING CONSTRUCTION DIVISION

H

F

G

E

3 4 5 6

D

C

B

A

2 3 4 5 6

7 8

REV NO.TASK COMPLETED BY:

F

E

7 8 9 10

D

C

B

11 12

A

C

C07

W_TVA

-----0

XX

INITIAL ISSUE

CHICKAMAUGA PROJECT

CHIEF, CIVIL DESIGN BRANCH

04 3 2 1 4

SCALE: ‚''=1'-0''

‚" = 1'-0"

CELRN

MAR/16

EXISTING LOCK

60' X 360'

MONOLITH 48

DLT

DEK

DLT DEK

61W284-1

61W284-1

S T

A

B

PLAN

MONOLITH 48

SCALE:‚" = 1'-0"

FLOW

A

N

S T

A

B

M O

N O

L I

T H

J

O I

N T

M O

N O

L I

T H

J

O I

N T

CHAMBER FACE

OUTLINE OF CULVERT RECESS

NEEDLE DAM

EL. 675.33

A

RECESS

NEEDLE DAM

EL. 631.25

1.25

EL. 652.50

EL. 675.33

EL. 602.0| EL. 602.0|

CHAMBER FACE

28'-0"

3'-0"4'-0" 5'-0"

CULVERT

EL. VARIES

& 48-2016-2

HOLES 48-2016-1

& 48-2016-4

HOLES 48-2016-3

HOLE 48-2016-5

MAM KLS NCB

FOR CLARITY

EXISTING ANCHORS NOT SHOWN

NEW ANCHOR TO BE INSTALLED

EXISTING ANCHOR

MONOLITH NUMBER 48

LEGEND

ON DRAWING FOR CLARITY.

CONCRETE STAIRS AND PARAPET WALL NOT SHOWN NOTE:

PLAN AND SECTION

SCALE:‚" = 1'-0"

SECTION A-A

NEW POST-TENSIONNING ANCHORS

DANIEL T. MOORE KRISTEN L. SMITH NICOLE C. BERGER

BENJAMIN L. ROHRBACH P.E.

VANESSA C. BATEMAN

BEH

BEH

HOLES SEE DWG 61W805r1, TYP.

FOR DETAILS OF EXISTING

02 1 2 4FT

SCALE: •''=1'-0''

SCALE:

DO NOT ALTER MANUALLY

C.A.D. DRAWING

ISSUED BY:

R

TENNESSEE VALLEY AUTHORITY

FOSSIL AND HYDRO ENGINEERING

AUTOCAD R

DATE

PLOT FACTOR:

REVIEWED BY: APPROVED BY:

AS CONST

EXCEPT AS NOTED

NO.

REV.

DATE

R

R

DRWNDSGN CHKD RVWDSUPV APPD

PROJECT

ISSD

ID

CD

REV

DISCIPLINE

INTERFACE

US Army Corps of Engineers

Nashville District

SUBMITTED BY:

APPROVED BY:

P l m e

P l t e

F i m e

T im e

D a t e

F il e

DESIGNED BY:

DRAWN BY:

CHECKED BY:

CHIEF, ENGINEERING CONSTRUCTION DIVISION

H

F

G

E

3 4 5 6

D

C

B

A

2 3 4 5 6

7 8

REV NO.TASK COMPLETED BY:

F

E

7 8 9 10

D

C

B

11 12

A

C

C07

W_TVA

-----0

XX

INITIAL ISSUE

CHICKAMAUGA PROJECT

02 1 2 4FT

SCALE: •''=1'-0''

CHIEF, CIVIL DESIGN BRANCH

•"= 1'-0"

EXISTING LOCK

60' X 360'

MONOLITH 48

MAR/16

CELRN

DLT

DEK

DLT DEK

NICKAJACK LAKE CHICKAMAUGA LAKE

FLOW

KEY PLAN

NTS

L

MONOLITH 48

N

10'-8"3'-0"5'-0"

4'-6"

PLAN

MONOLITH 48

SCALE:•" = 1'-0"

19'-0"5'-0"

CHAMBER FACE

NEEDLE DAM RECESS

CULVERT WALLS

FLOW

S T

A

B

MAM KLS NCB

S T

A

B

M O

N O

L I

T H

J

O I

N T

M O

N O

L I

T H

J

O I

N T

48-2016-2 48-2016-1

48-2016-3

NEW ANCHOR TO BE INSTALLED

EXISTING ANCHOR

MONOLITH NUMBER 48

LEGEND

NEW POST-TENSIONNING ANCHORS

LAYOUT, PLAN

61W284-2

61W284-2

NOTES:

DANIEL T. MOORE KRISTEN L. SMITH NICOLE C. BERGER

BENJAMIN L. ROHRBACH P.E.

VANESSA C. BATEMAN

BEH

BEH

SEE NOTES 2 & 3

48-2016-5

MUST COMPLY WITH EM385-1-1 REQUIREMENTS.

ACCESS. WORK WITHIN THIS AREA WITHOUT HANDRAILS

3. HANDRAIL MAY NEED TO BE TAKEN OUT FOR DRILL RIG

ANCHOR 48-2016-5.

FALLS WITHIN FOOTPRINT OF POST-TENSIONING

2. MONITORING WELL TO BE ABANDONED IN PLACE AND

DRAWING FOR CLARITY.

1. CONCRETE STAIRS AND PARAPET WALL NOT SHOWN ON

48-2016-4

C.A.D. DRAWING

ISSUED BY:

R

TENNESSEE VALLEY AUTHORITY

FOSSIL AND HYDRO ENGINEERING

AUTOCAD R

DATE

PLOT FACTOR:

REVIEWED BY: APPROVED BY:

AS CONST

EXCEPT AS NOTED

NO.

REV.

DATE

R

R

DRWNDSGN CHKD RVWDSUPV APPD

PROJECT

ISSD

ID

CD

REV

DISCIPLINE

INTERFACE

US Army Corps of Engineers

Nashville District

SUBMITTED BY:

APPROVED BY:

P l m e

P l t e

F i m e

T im e

D a t e

F il e

DESIGNED BY:

DRAWN BY:

CHECKED BY:

CHIEF, ENGINEERING CONSTRUCTION DIVISION

H

F

G

E

3 4 5 6

D

C

B

A

2 3 4 5 6

7 8

REV NO.TASK COMPLETED BY:

F

E

7 8 9 10

D

C

B

11 12

A

CHICKAMAUGA PROJECT

INITIAL ISSUE

MAM

1" = 1'-0"

XX

0 - - KLS NCB - - -

W_TVA

07 C

C

CHIEF, CIVIL DESIGN BRANCH

0 11 2FT

SCALE: 1''=1'-0''

FEB/16

NOTES:

EXISTING LOCK

CELRN

BASE OF MONOLITH EL. VARIES

M A

X I

M U

M

EL. VARIES 5

X I

M U

M

B A

E

R A

N D

S G

R E

A S

H

E A

T H

R A

N D

S

I

N I

M U

M

B O

L

N G

T H

B A

R A

N D

S

C

C

X

C

X

S T

R E

S S I

G

N G

T H

V A

R I

E

O

T E

LC ANCHOR

SHEATHING

POLYPROPYLENE

BOTTOM OF

TOP OF POLYPROPYLENE SHEATHING

STEEL ANCHOR HEAD CAP (SEE NOTE 9)

BY MANUFACTURER

ANCHOR HEAD AS REQUIRED

5000 PSI GROUT WITH NON-SHRINK ADDITIVE

GROUT LEVELING PAD AS REQUIRED (1" MIN.)

CONTRACTOR DESIGNED SUB-BEARING PLATE (ASTM A36 REQUIRED)

FILL WITH CORROSION INHIBITING COMPOUND

TOP OF SECOND STAGE GROUT

CORRUGATED CENTRALIZERS

STAGE GROUT

TOP OF FIRST

CORRUGATED TUBING (SEE SPECIFICATIONS)

STRAND SPACER

BY MANUFACTURER

BANDING RING AS REQUIRED

PROTECTIVE CAP GUIDE

60' X 360'

SUGGESTED ANCHOR INSTALLATION PROCEDURE

CUT STRANDS WITH BLADE

DLT

DEK

DLT DEK

(GR 270).

0.6" DIA. 7 WIRE STRAND ASTM A 416

B B

A A

GROUT

TUBE (TYP.)

EXTERIOR GROUT

STRAND SPACER

STRAND)

STEEL (BARE

PRESTRESSING

61 STRANDS

FOR THE 61 STRAND ANCHORS

15" MINIMUM DIAMETER DRILLED HOLE

(SEE SPECIFICATIONS)

POLYPROPYLENE SHEATH ENCASING EACH STRAND

GROUT

TUBE (TYP.)

EXTERIOR GROUT

STRAND SPACER

STRAND)

AND SHEATHED

STEEL (GREASED

PRESTRESSING

61 STRANDS

GROUT TUBE CENTRALIZER

GROUT TUBE CENTRALIZER

GROUT

TUBE (TYP.)

EXTERIOR GROUT

C C

STEEL PIPE

GROUT TUBE

DRILL HOLE

GROUT TUBE

DRILL HOLE

GROUT TUBE

DRILL HOLE

STRAND)

AND SHEATHED

STEEL (GREASED

PRESTRESSING

61 STRANDS

INHIBITING COMPOUND

FILL WITH CORROSION

AND DRILLED CONCRETE HOLE FOR TRUMPET

•" MINIMUM ANNULUS BETWEEN TRUMPET O.D.

WITH THE SPECIFICATIONS

SEAL CAP IN ACCORDANCE

CORRUGATED PIPE CAP

(SEE NOTE 7)

DESIGNED

CONTRACTOR

STRAND ANCHOR DETAIL

EL. VARIES

SCALE: 1" = 1'-0"

STRAND ANCHOR DETAIL

MONOLITH 48

AND SECTIONS

FOR FUTURE LOAD REDUCTION (NOT SHOWN)

PRE-SET SHIM ASSEMBLY, SET OF FOUR 1/2" SHIMS

PLATE (ASTM A572 GRADE 50 REQUIRED)

CONTRACTOR DESIGNED BEARING

SECTION C-C

SCALE: NTS

SECTION B-B

SCALE: NTS

SECTION A-A

SCALE: NTS

TO FIT AROUND ENTIRE ASSEMBLY

CONTRACTOR DESIGNED BOX/COVER

N

X

10" CORRUGATED SHEATHING

10" CORRUGATED SHEATHING

10" CORRUGATED SHEATHING

61W285-1

61W285-1

T E

N D

N G

T H

10.INSTALL CONTRACTOR DESIGNED STEEL COVER TO FIT OVER ENTIRE ASSEMBLY AND BOLT TO CONCRETE.

AND AS SHOWN ON DRAWINGS.

9. INSTALL THE ANCHOR HEAD CAP AND FILL WITH CORROSION PROTECTION PER THE SPECIFICATIONS

STRANDS TO THE REQUIRED LENGTH.

8. GROUT THE STRESSING LENGTH AS SHOWN ON THE DRAWINGS (SECOND STAGE GROUTING) AND CUT THE

AND LOCK OFF ANCHOR.

REPRESENTATIVE, PERFORM PERFORMANCE AND PROOF TESTS IN ACCORDANCE WITH THE SPECIFICATIONS

IDENTIFIED IN THE SPECIFICATIONS AND UPON THE APPROVAL OF THE CONTRACTING OFFICER'S

7. AFTER GROUT HAS CURED FOR A MINIMUM OF FOUR DAYS, HAS REACHED THE TARGET STRENGTH

DESCRIBING HOW THE TOP OF THE FIRST STAGE OF GROUTING WILL BE DETERMINED.

CONTRACTOR SHALL SUBMIT A PLAN FOR APPROVAL TO THE CONTRACTING OFFICER'S REPRESENTATIVE

6. INSTALL ANCHORAGE AND ANCHOR AND GROUT THE BOND LENGTH FIRST (FIRST STAGE GROUTING). THE

5. PREPARE BOND LENGTH OF ANCHOR STRANDS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.

4. INSTALL, TEST, AND GROUT CORRUGATED TUBING IN ACCORDANCE WITH THE SPECIFICATIONS.

WHERE REQUIRED.

3. PERFORM WATER TEST IN ACCORDANCE WITH THE SPECIFICATIONS. GROUT, RE-DRILL, AND RETEST

2. FLUSH ALL CUTTINGS FROM HOLE.

TO THE DIAMETER AND DEPTH SHOWN ON THE DRAWINGS.

1. DRILL PILOT HOLE AND ANCHOR HOLE THROUGH CONCRETE AND ROCK AS REQUIRED

TRUMPET I.D. SHALL BE A MINIMUM 15".

SUB-BEARING PLATE AND GROUTED IN PLACE.

THICKNESS WELDED TO THE BOTTOM OF THE

4'-0" MIN. LONG STEEL TRUMPET WITH MINIMUM 3/4" WALL

READOUT OR APPROVED EQUIVELENT.

CELLS SHALL BE GEOKON 4900 OR APPROVED EQUIVELENT WITH A GEOKON GK-405 VIBRATING WIRE

9. CONTRACTOR SHALL INSTALL LOAD CELLS ON EACH ANCHOR REQUIRED TO BE PERFORMANCE TESTED. LOAD

WEDGES TO THE TOP OF THE TENDON BOND LENGTH.

TENDON BOND LENGTH. THE ACTUAL DIMENSION OF THE STRESSING LENGTH IS FROM THE TOP OF THE

8. THE STRESSING LENGTH IS SHOWN ON THE DRAWINGS FROM THE CONCRETE SURFACE TO THE TOP OF THE

SHALL BE ALLOWED.

NO OTHER WELDING OR TACKING ON THE ANCHORAGES INCLUDING THE BEARING PLATES OR ANCHORS

7. ONLY THIS WELD CONNECTING THE SUB-BEARING PLATE TO THE TRUMPET SHALL BE PERMITTED.

6. ALL STEEL FOR THE CONTRACTOR DESIGNED ANCHOR HEAD CAP SHALL BE A MINIMUM 3/4" THICKNESS.

SPECIFICATIONS.

4. ALL ANCHORS ARE RESTRESSABLE AND DESTRESSABLE IN ACCORDANCE WITH THE PLANS AND

3. THE CONTRACTOR SHALL DESIGN THE BEARING PLATES WITH NO SLOTS OR KEYHOLES.

CENTRALIZERS IN ACCORDANCE WITH THE SPECIFICATIONS AND MANUFACTURER RECOMMENDATIONS.

2. STRAND CENTRALIZERS ARE NOT SHOWN ON THE DETAILS. THE CONTRACTOR SHALL PROVIDE STRAND

CONCRETE HAS REACHED REQUIRED COMPRESSIVE STRENGTH.

STRONGER BEARING SURFACE.NO DRILLING OR ANCHOR INSTALLATION SHALL COMMENCE UNTIL

HAVING A MINIMUM 7 DAY COMPRESSIVE STRENGTH OF 4,000 PSI IN ORDER TO ACHIEVE A

PLUS AN ADDITIONAL 1' IN DIAMETER AROUND BEARING PLATE AND REPLACE WITH NEW CONCRETE

AND REMOVE THE TOP 6" OF SURFACE CONCRETE WHERE ANCHOR ASSEMBLIES ARE TO BE INSTALLED

ASSEMBLIES SHALL BE SURFACE-MOUNTED ON MONOLITH. CONTRACTOR SHALL SAW-CUT

1. ANCHOR HEAD DESIGN SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ANCHOR HEAD

DANIEL T. MOORE KRISTEN L. SMITH NICOLE C. BERGER

BENJAMIN L. ROHRBACH P.E.

VANESSA C. BATEMAN

BEH

C.A.D. DRAWING

ISSUED BY:

R

TENNESSEE VALLEY AUTHORITY

FOSSIL AND HYDRO ENGINEERING

AUTOCAD R

DATE

PLOT FACTOR:

REVIEWED BY: APPROVED BY:

AS CONST

EXCEPT AS NOTED

NO.

REV.

DATE

R

R

DRWNDSGN CHKD RVWDSUPV APPD

PROJECT

ISSD

ID

CD

REV

DISCIPLINE

INTERFACE

US Army Corps of Engineers

Nashville District

SUBMITTED BY:

APPROVED BY:

P l m e

P l t e

F i m e

T im e

D a t e

F il e

DESIGNED BY:

DRAWN BY:

CHECKED BY:

CHIEF, ENGINEERING CONSTRUCTION DIVISION

H

F

G

E

3 4 5 6

D

C

B

A

2 3 4 5 6

7 8

REV NO.TASK COMPLETED BY:

F

E

7 8 9 10

D

C

B

11 12

A

C

C07

W_TVA

-----0

XX

INITIAL ISSUE

CHICKAMAUGA PROJECT

CHIEF, CIVIL DESIGN BRANCH

MAR/16 61W285-2

61W285-2

CELRN

NONE

EXISTING LOCK

60' X 360'

DLT

DEK

DLT DEK

MONOLITH 48

ANCHOR SUMMARY TABLE

51% Fpu

(KIPS)

DESIGN LOAD

1/100

1/100

1/100

1/100

1/100

2859.68

2859.68

2859.68

2859.68

2859.68

48-2016-1

48-2016-2

48-2016-3

48-2016-4

48-2016-5

(DEGREES)

BATTER OF HOLE

ELEVATION

BOTTOM OF HOLE

80% Fpu

LOAD (KIPS)

MAXIMUM TESTING

DESIGN LOAD

(KIPS) 10%

ALIGNMENT LOAD

TOLERANCES

DRILLING

NUMBER

ASSEMBLY

POST TENSION

STRANDS

NUMBER OF

675.33| 61 VERTICAL

(FEET)

LENGTH

STRESSING

15675.33| 61 VERTICAL

15675.33| 61 VERTICAL

15675.33| 61 VERTICAL

15675.33| 61 VERTICAL

MAM KLS NCB

STRAND ANCHOR SUMMARY TABLE

1930605

602|

602|

602|

INTERFACE

ROCK/MONOLITH

145 RESTRESSABLE

RESTRESSABLE

RESTRESSABLE

RESTRESSABLE

RESTRESSABLE

48-2016-1

48-2016-2

48-2016-3

48-2016-4

48-2016-5

NUMBER

ASSEMBLY

POST TENSION

LOAD

TENSIONING

FINAL POST-

DATE

TELEVIEWER?

OPTICAL

YES

YES

NO

NO

YES

(FEET)

BOND LENGTH

*MINIMUM

(FEET)

LENGTH

TENDON BOND

MINIMUM

NOT RESTRESSABLE

RESTRESSABLE/

Fpu=SPECIFIED MINIMUM TENSILE STRENGTH

485.33

485.33

485.33

485.33

485.33

ELEVATION

TOP OF MONOLITH

54% Fpu

(KIPS)

LOCK OFF LOAD

LOAD OF .7*Pult TO ACCOUNT FOR AN INCREASE IN ANCHOR LOAD DUE TO AAR.

OF 200 PSI + 3' OF ESTIMATED BENTONITE SEAM. BOND LENGTH IS ALSO BASED ON A DESIGN

CURRENT BOND LENGTH ESTIMATE IS 45' BASED ON ESTIMATED ULTIMATE ROCK/GROUT STRESS

* BOND LENGTH TO BE VERIFIED THROUGH GROUT/ROCK BOND TESTING PRIOR TO CONTRACT AWARD.

NOTES:

5. CONTRACTOR SHALL TEST ANCHORS AS THOUGH THE DESIGN LOAD IS 60% Fpu.

OVERGROUTING.

4. MINIMUM BOND LENGTH IS EQUAL TO THE MINIMUM TENDON BOND LENGTH PLUS 8' OF

AND 48-2016-5.

3. CONTRACTOR SHALL USE OPTICAL TELEVIEWER FOR ANCHOR HOLES 48-2016-1, 48-2016-2, OTHER ANCHORS SHALL BE PROOF TESTED.

THE FIRST TWO ANCHORS TO BE INSTALLED SHALL BE PERFORMANCE TESTED. ALL

2. CONTRACTOR SHALL SUBMIT AN ANCHOR INSTALLATION SEQUENCE FOR APPROVAL.

CONTRACTING OFFICER'S REPRESENTATIVE.

IMPLEMENT THE SUBMITTED PLAN PRIOR TO RECEIVING APPROVAL FROM THE

REPRESENTATIVE WITH A PLAN FOR CORRECTIVE ACTION. THE CONTRACTOR SHALL NOT

THE CONTRACTOR SHALL REPORT ANY DISCREPENCIES TO THE CONTRACTING OFFICER'S

FEATURES TO ENSURE DRILLING TO THE REQUIRED TOLERANCES CAN BE ACHIEVED.

1. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF EXISTING MONOLITH

DANIEL T. MOORE KRISTEN L. SMITH NICOLE C. BERGER

BENJAMIN L. ROHRBACH P.E.

VANESSA C. BATEMAN

BEH

BEH

(INCHES)

DRILLED HOLES

DIAMETER OF

*MINIMUM

02 1 2 4FT

SCALE: •''=1'-0''

02 1 2 4FT

SCALE: •''=1'-0''

SCALE:

DO NOT ALTER MANUALLY

C.A.D. DRAWING

ISSUED BY:

R

TENNESSEE VALLEY AUTHORITY

FOSSIL AND HYDRO ENGINEERING

AUTOCAD R

DATE

PLOT FACTOR:

REVIEWED BY: APPROVED BY:

AS CONST

EXCEPT AS NOTED

NO.

REV.

DATE

R

R

DRWNDSGN CHKD RVWDSUPV APPD

PROJECT

ISSD

ID

CD

REV

DISCIPLINE

INTERFACE

US Army Corps of Engineers

Nashville District

SUBMITTED BY:

APPROVED BY:

P l m e

P l t e

F i m e

T im e

D a t e

F il e

DESIGNED BY:

DRAWN BY:

CHECKED BY:

CHIEF, ENGINEERING CONSTRUCTION DIVISION

H

F

G

E

3 4 5 6

D

C

B

A

2 3 4 5 6

7 8

REV NO.TASK COMPLETED BY:

F

E

7 8 9 10

D

C

B

11 12

A

C07

W_TVA

------0

XX

INITIAL ISSUE

CHICKAMAUGA PROJECT

CHIEF, CIVIL DESIGN BRANCH

•"= 1'-0"

EXISTING LOCK

60' X 360'

MONOLITH 48

MAR/16

CELRN

DLT

DEK

DLT DEK MAM KLS NCB

NEW STAIR INSTALLATION

C 7

PLAN

MONOLITH 48

SCALE:•" = 1'-0"

CHAMBER FACE

FLOW

S T

A

B

S T

A

B

M O

N O

L I

T H

J

O I

N T

M O

N O

L I

T H

J

O I

N T

CHECK POST

EXISTING

SCALE:•" = 1'-0"

SECTION A-A

NEW HANDRAIL

NEW STAIR SUPPORTS

NEW STAIR SUPPORT

S T

A

B

M O

N O

L I

T H

J

O I

N T

S T

A

B

M O

N O

L I

T H

J

O I

N T

S T

A

B

A A

EL. 692.0

EL. 683.83 | 1'

NEW STAIRS AND HANDRAILS STAIR

CONCRETE

EXISTING

EL. 675.33

NEW ANCHOR TO BE INSTALLED

EXISTING ANCHOR

MONOLITH NUMBER 48

LEGEND

PLAN AND ELEVATION

61W286

61W286

SEE DWG 61W287

NEW HANDRAIL

1N O

DANIEL T. MOORE KRISTEN L. SMITH NICOLE C. BERGER

BENJAMIN L. ROHRBACH P.E.

VANESSA C. BATEMAN

SEE NOTE 3

NOTES:

DIRECTION TO AVOID EXISTING ANCHOR LOCATIONS.

3. CONTRACTOR MAY FIELD ADJUST STAIRCASE IN THE NORTH/SOUTH

OTHER EMBEDDED OBJECTS.

INTERFERE WITH ANCHOR RECESS LOCATIONS, UTILITIES, OR

2. CONTRACTOR SHALL ENSURE STAIR SUPPORTS WILL NOT

FINAL LOCATION PRIOR TO INSTALLATION.

ASSEMBLY PER MANUFACTURER'S INSTRUCTIONS. COR TO APPROVE

1. CONTRACTOR TO INSTALL GOVERNMENT-FURNISHED STEEL STAIR

C.A.D. DRAWING

ISSUED BY:

R

TENNESSEE VALLEY AUTHORITY

FOSSIL AND HYDRO ENGINEERING

AUTOCAD R

DATE

PLOT FACTOR:

REVIEWED BY: APPROVED BY:

AS CONST

EXCEPT AS NOTED

NO.

REV.

DATE

R

R

DRWNDSGN CHKD RVWDSUPV APPD

PROJECT

ISSD

ID

CD

REV

DISCIPLINE

INTERFACE

US Army Corps of Engineers

Nashville District

SUBMITTED BY:

APPROVED BY:

P l m e

P l t e

F i m e

T im e

D a t e

F il e

DESIGNED BY:

DRAWN BY:

CHECKED BY:

CHIEF, ENGINEERING CONSTRUCTION DIVISION

H

F

G

E

3 4 5 6

D

C

B

A

2 3 4 5 6

7 8

REV NO.TASK COMPLETED BY:

F

E

7 8 9 10

D

C

B

11 12

A

CHICKAMAUGA PROJECT

INITIAL ISSUE

MAM

XX

61W287 0

0 - - KLS NCB - - -

W_TVA

04 C

C61W287

X #

CHIEF, CIVIL DESIGN BRANCH

1•" = 1'-0"

012IN 1FT

SCALE: 1 •''= 1'-0''

END PANEL END PANEL

MONOLITH JOINT

END PANEL

BASEPLATE DETAIL

SEE HANDRAIL

TOP OF LOCK WALL

3" R

(TYP)

NOTES:

M I N I

M U

M

E M

B E

D M

E N

T

SCALE: 6" = 1'-0"

A A

TOP OF LOCK WALL

ADHESIVE GROUT

ANCHOR RODS

•" GALVANIZED

SECTION A-A

SCALE: 6" = 1'-0"

2" 2"

6•"

1‚" 1‚"

L

SCH. 80 PIPE)

{ POST (2"}

(GALV. STEEL)

P 6•"x6•"x•"L

SCALE: 3" = 1'-0"

TYPICAL HANDRAIL DETAIL

TYP.

POST

(TYP.)

•"} THREADED ROD

{ Œ"} HOLE IN P FOR

2'-0"4"2'-0"

2'-2" MAX.

6" MIN.

6"

2'-6" MAX.

SCALE: 1•" = 1'-0"

END PANEL OR POST @ MONO JOINT

HANDRAIL BASEPLATE DETAIL

SCALE: 1•" = 1'-0"

TYPICAL PANEL DETAIL

TOP OF LOCK WALL

GALV. PIPE

2"} SCH. 40

GALV. PIPE

2"} SCH. 40

GALV. PIPE

2"} SCH. 80

GALV. PIPE

2"} SCH. 40

GALV. PIPE

2"} SCH. 80

GALV. PIPE

2"} SCH. 40

TYP.

G

8'-0"

MAXIMUM

06 4 2 6IN

SCALE: 3''= 1'-0''

03 2 1 3IN

SCALE: 6''= 1'-0''

DLT MLG

MLG

DLT

NOV/17

EXISTING LOCK

60' X 360'

MONOLITH 48

HANDRAILS AND DETAILS

BY CONTRACTOR FOR APPROVAL.

NECESSARY. FIELD SPLICE DETAILS SHALL BE SUBMITTED

7. FIELD SPLICING SHALL BE ALLOWED ONLY WHEN

MORTAR SYSTEM PER MANUFACTURER'S RECOMMENDATIONS.

6. INSTALL ANCHOR RODS USING HILTI HIT-RE 500 EPOXY

(GALVANIZED.

(GALVANIZED). WASHERS SHALL BE ASTM F436

GRADE 55 (GALVANIZED). NUTS SHALL BE ASTM A563

5. ANCHOR RODS SHALL BE FULLY-THREADED ASTM F1554

(HORIZONTALS) AND SCHEDULE 80 (VERTICALS).

HANDRAILS SHALL CONFORM TO ASTM A53, SCHEDULE 40

4. UNLESS OTHERWISE SHOWN OR NOTED, STEEL PIPE

3. HANDRAILING ASSEMBLY SHALL BE HOT-DIP GALVANIZED.

THE DRAWINGS.

2. ALL WELDS SHALL BE ‰" UNLESS OTHERWISE SHOWN ON

SPECIFICATIONS.

1. ALL MATERIALS SHALL BE IN ACCORDANCE WITH THE

DANIEL T. MOORE KRISTEN L. SMITH NICOLE C. BERGER

BENJAMIN L. ROHRBACH P.E.

VANESSA C. BATEMAN

C.A.D. DRAWING

ISSUED BY:

R

TENNESSEE VALLEY AUTHORITY

FOSSIL AND HYDRO ENGINEERING

AUTOCAD R

DATE

PLOT FACTOR:

REVIEWED BY: APPROVED BY:

AS CONST

EXCEPT AS NOTED

NO.

REV.

DATE

R

R

DRWNDSGN CHKD RVWDSUPV APPD

PROJECT

ISSD

ID

CD

REV

DISCIPLINE

INTERFACE

SUBMITTED BY:

APPROVED BY:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

CHIEF, ENGINEERING CONSTRUCTION DIVISION

H

F

G

E

3 4 5 6

D

C

B

A

2 3 4 5 6

7 8

REV NO.TASK COMPLETED BY:

F

E

7 8 9 10

D

C

B

11 12

A

US Army Corps of Engineers

Nashville District

P l m e

P l t e

F i m e

T im e

D a t e

F il e

C

C07

W_TVA

---NCBKLS--0

XX

MAM

INITIAL ISSUE

CHICKAMAUGA PROJECT

S T

A

B

M O

N O

L I

T H

J

O I

N T

S T

A

B

S T

A

B

M O

N O

L I

T H

J

O I

N T

S T

A

B

M O

N O

L I

T H

J

O I

N T

S T

A

B

M O

N O

L I

T H

J

O I

N T

S T

A

B

M O

N O

L I

T H

J

O I

N T

S T

A

B

S T

A

B

M O

N O

L I

T H

J

O I

N T

S T

A

B

S T

A

B

S T

A

B

S T

A

B

RIVER WALL

RIVER WALL ELEVATION

NOT USEABLE

GAGEWELL

TAIL WATER

ƒA CONDUIT

DAVIT

A B

N N

T A

L

F

B R

E

N

U

E D

N D

U I

T

N D

U I

T

A B

D N

T

N D

U I

T

O U

B L

E

N D

U

R

N D

U I

T

N D

U I

T

N D

U I

T

N D

U I

T

N D

U I

T S

N D

U I

T S

TVA DWG 65N23

SEE DETAIL D ON

E D

L L

S T

A

CELRN

EL. 690.10

EXISTING LOCK

SRJ

JDH

SRJ JDH

MAR/16

LOWER RIVER WALL

CONDUIT SYSTEM

ELECTRICAL

CHIEF, CIVIL DESIGN BRANCH

‘" = 1'-0"

LP6

LP6

LP1

LP1

PANEL MP8 & MP9

INSTRUMENTATION

P A

N

P

P

I N

S T

R U

M E

N T

A T I

60' X 360'

T

A

B

S T

A

B

S T

A

B

M O

N O

L I

T H

J

O I

N T

S T

A

B

08 8 16FT

SCALE: ‘''= 1'-0''

5. CLOUDED AREAS INDICATE WORK TO BE DONE.

COORDINATED WITH CONTRACTING OFFICER.

4. ACCESS TO HAND HOLES AND LOCKOUT TAGOUT SHALL BE

OFFICER.

LOCATION SHALL BE COORDINATED WITH CONTRACTING

3. NEW CONDUIT TO BE INSTALLED ON SIDE OF WALL. FINAL

KNOCKOUT SEAL.

2. COVER ALL CONDUIT HOLES WITH WEATHER TIGHT CONDUIT

AND WIRE.

1. DEMO 480 VAC DISCONNECT AND ALL ASSOCIATED CONDUIT

NOTES:

480 VAC DISCONNECT

DEMO ABANDONED

480 VAC DISCONNECT

DEMO ABANDONED

61W801

61W801

DANIEL T. MOORE KRISTEN L. SMITH NICOLE C. BERGER

BENJAMIN L. ROHRBACH P.E.

VANESSA C. BATEMAN

PARTING

BAND

THIN BED

MEDIUM BED

THICK BED

MASSIVE

< 0.02'

0.02' - 0.2'

0.2' - 0.5'

0.5' - 1.0'

1.0' - 2.0' > 2.0'

* When using as the plural form, add "s"

OF BEDDING

TERMS FOR THICKNESS

ED., ASTM 1984.

(RQD) INDEXING PRACTICE FOR ENGINEERING PURPOSES", L. KIRKALDIE,

2. DEERE, D.U., AND DEERE, D.W. 1988. "THE ROCK QUALITY DESIGNATION

YORK, PP. 237 - 302.

CONSTRUCTION IN ROCK", PROC, 8TH U.S. SYMP. ROCK MECH., AIME, NEW

1. DEERE ET AL (1967). "DESIGN OF SURFACE AND NEAR SURFACE

REFERENCES:

HAVE BEEN RECOVERED AND EXPRESSED AS A PERCENTAGE.

ARE ADDED THEN DIVIDED BY THE TOTAL LENGTH OF CORE WHICH SHOULD

QUALITY. ALL LENGTHS OF CORE RECOVERED OVER 4 INCHES IN LENGTH

6. AS DEFINED BY DR. DAN DEERE, RQD IS A MEASURE OF THE ROCK

VERTICAL DATUM (NGVD29).

5. ALL ELEVATIONS ARE IN FEET AND REFER TO NATIONAL GEODETIC

ROCK PROFILES. FOR DISTANCES, SEE PLANS OF EXPLORATION.

4. SOME OF THE EXPLORATORY BORINGS ARE PROJECTED ON THE SOIL AND

ROCK IS DENOTED AS "OVERBURDEN."

3. SOILS NOT CLASSIFIED OR OTHERWISE DIFFERENTIATED OVERLYING TOP OF

ELEVATIONS.

THE ABSENCE OF GROUNDWATER. REFER TO PIEZOMETER DATA FOR WATER

FOR VARIOUS REASONS. THE ABSENCE OF A READING DOES NOT INDICATE

OBSERVATIONS. WATER LEVEL READINGS WERE NOT TAKEN ON EVERY HOLE

THAN THAT SHOWN ON THE LOGS MUST BE DETERMINED BY SEPARATE

STAGES, THEREFORE ACTUAL LEVEL OF GROUNDWATER ON ANY DATE OTHER

2. GROUNDWATER LEVELS WILL VARY IN ACCORDANCE WITH RAINFALL AND POOL

TO PERMIT BORING TO REFLECT ACTUAL GROUND WATER ELEVATION.

MAY HAVE BEEN INFLUENCED BY TRAPPED INSUFFICIENT PASSAGE OF TIME

DENSION (U), DRIVE SAMPLED (D), AUGER (A), AND WASHBORINGS (WB)

1. WATER ELEVATIONS INDICATED ON BORING LOGS i.e.( ) IN CORE (C), ABBREVIATIONS

GENERAL NOTES

VERY SOFT OR PLASTIC

SOFT

MODERATELY HARD

CAN BE INDENTED EASILY WITH THUMB

CAN BE SCRATCHED WITH FINGERNAIL

HARD

VERY HARD

DIFFICULT TO SCRATCH WITH KNIFE

CANNOT BE SCRATCHED WITH KNIFE

SCALE OF HARDNESS

TERMS FOR HARDNESS OF BEDROCK

DESCRIPTION

SCRATCHED WITH FINGERNAIL

WITH KNIFE; CANNOT BE

CAN BE SCRATCHED EASILY

el est excl extr f fe fld fm fos frac frag fri fsl gen glau gr gra grad grn grt gvl gyp elevation estimate,-ed excluding extremely fine, finely iron filled formation fossil, fossiliferous fracture fragment friable fissle generally glauconite, -itic gray grain, grained gradational green grout gravel, gravelly gypsum h/a hd hem hld hor imbdd incl intbdd intlam irr jt l/a lam

LC

LDW

lea lg lig lim high angle hard hematite healed horizontal imbedded including interbed, interbedded interlaminated irregular, irregularly joint low angle lamina, -ae, -ated lost core lost drill water leached large lignitic limonite

DWR drill water retained drv drive sd sdy sh shy si sis siy sl slcs slick sml sand sandy shale shaly silt siltstone silty slight, slightly siliceous slickenside small scat scattered so soln soft solution, -tioned, -tioning ss st stf strg styl stylc sur ti

TR

sandstone stain, -ed, -ing stiff stringer stylolite stylolitic surface tight top of rock tr

UL

unacct var vert vgy w/ wea wht

WL

WT

x-bdd xl xln yel trace unaccountable loss unaccountable variable very vertical vuggy with weathered white water level water table cross-bedded crystal crystalline yellow

SPT std. penetration test smpl sample v accum at accumulated bky bl bld

BOH

blocky black boulder bottom of hole br brec brk c cal calc brown brecciated broken coarse calcite calcareous carb cav cbl

CD

cem

CH

cht circl cl cly cmtd col conc congl crm d dis dk dmp dol carbonaceous cavity cobble corrected depth cement core in hole chert circulation clay clayey cemented columnar concrete conglomerate crumbly dense disseminated dark damp dolomite, dolomitic drl drilling

BK back alt ang approx argil bbl bdd bdr bifur angular alternating approximate, -mately argillaceous barrel bedded, bedding bedrock bifurcating

AH ahead ln lo ls lt med mic min mod mot mss mst mtl mtx nod

NR

num

OB

occ ool op org lense loose limestone light medium micaceous mineralized, -ization moderate, moderately mottling, mottled massive moist material matrix nodule no recovery numerous overburden (unclassified) occasional, -ally oolite, oolitic open,opened organic part pbl petro

PI

pit

PL

pl pla pln pwdr prob pt

PT

ptg qtz rec partially pebble petroleum, petroliferous plasticity index pit, pitted, pitting plastic limit plastic platy plane powder, powdered probable, probably paper-thin pressure test parting quartz recovered

LL liquid limit rk rnd

RQD

sat rock round rock quality designation saturated

REF refusal

STRATIGRAPHIC COLUMN

SCALE:

DO NOT ALTER MANUALLY

C.A.D. DRAWING

ISSUED BY:

R

TENNESSEE VALLEY AUTHORITY

FOSSIL AND HYDRO ENGINEERING

AUTOCAD R

DATE

PLOT FACTOR:

REVIEWED BY: APPROVED BY:

AS CONST

EXCEPT AS NOTED

NO.

REV.

DATE

R

R

DRWNDSGN CHKD RVWDSUPV APPD

PROJECT

ISSD

ID

CD

REV

DISCIPLINE

INTERFACE

US Army Corps of Engineers

Nashville District

SUBMITTED BY:

APPROVED BY:

P l m e

P l t e

F i m e

T im e

D a t e

F il e

DESIGNED BY:

DRAWN BY:

CHECKED BY:

CHIEF, ENGINEERING CONSTRUCTION DIVISION

H

F

G

E

3 4 5 6

D

C

B

A

2 3 4 5 6

7 8

REV NO.TASK COMPLETED BY:

F

E

7 8 9 10

D

C

B

11 12

A

C

C07

W_TVA

-----0

XX

INITIAL ISSUE

CHICKAMAUGA PROJECT

CHIEF, CIVIL DESIGN BRANCH

CELRN

MAR/16

EXISTING LOCK

60' X 360'

MONOLITH 48

DLT

DEK

DLT DEK MAM KLS NCB

NEW POST-TENSIONNING ANCHORS

N.T.S.

GEOTECHNICAL INDEX

61W288

61W288

DANIEL T. MOORE KRISTEN L. SMITH NICOLE C. BERGER

BENJAMIN L. ROHRBACH P.E.

VANESSA C. BATEMAN

482.80

Top Rock

73.50

PT-3

482.70

Top Rock

70.20

PT-4

ON DRAWING FOR CLARITY.

CONCRETE STAIRS AND PARAPET WALL NOT SHOWN NOTE:

NEW ANCHOR TO BE INSTALLED

EXISTING ANCHOR

MONOLITH NUMBER

LEGEND

Top of rock. Interface with concrete and rock intact.

Bentonite, Dark green to light green

Hermitage Formation.

Limestone, Light to Dark Green, Very hard, medium bedding.

Tyrone Formation.

T-4 Bentonite, Green. 0.8' Unaccounted loss

Green bentonite seam < 0.1'

T-3 Bentonite layer. Garnets present at top.

Carters Formation.

Limestone, hard, gray with dark styolites. coarsley crystalline bands.

T-4

Alternating red and green bands of calcerous shale.

T-3 Bentonite. Green.

Lower Carters. Lt Gray with Dark partings. Limestone.

Bottom of Hole

Concrete

Forming Steel pipe 2" diameter.

Steel Conduit Grout Filled

Top of Rock

Clay seam, crystalline calcite, reddish brown.

S T

A

B

S T

A

B

M O

N O

L I

T H

J

O I

N T

M O

N O

L I

T H

J

O I

N T

EL. 675.33

Thin to Medium bedding, very hard, moderatly fractured.

Hermitage Formation. Mottled limestone gray to dark gray.

Banded to thin bedded, Soft to moderately hard. Cyrstalline calcite viens.

Tyrone Formation. Interbedded Gray silty limestone and calcareous shale.

Concrete green bentonite layers. Also accompanied by bands of pink crystalline calcite.

interstratified green and red, calcareous shale. Interbedded with Silty Limestone near the top giving way to thin/medium bedded, Tyrone Formation.

green bentonite layers. Also accompanied by bands of pink crystalline calcite.

interstratified green and red, calcareous shale. Interbedded with Silty Limestone near the top giving way to thin/medium bedded, FLOW

CHAMBER FACE

RECESS

NEEDLE DAM

OUTLINE OF CULVERT

PLAN

MONOLITH 48

G.S.E. 675.33 G.S.E. 675.33

E

L E

V A

T

IO

N I

N F

E E

T N .G .V .D

PT-4

PT-3

EXPLORATORY BORING

SCALE:

DO NOT ALTER MANUALLY

C.A.D. DRAWING

ISSUED BY:

R

TENNESSEE VALLEY AUTHORITY

FOSSIL AND HYDRO ENGINEERING

AUTOCAD R

DATE

PLOT FACTOR:

REVIEWED BY: APPROVED BY:

AS CONST

EXCEPT AS NOTED

NO.

REV.

DATE

R

R

DRWNDSGN CHKD RVWDSUPV APPD

PROJECT

ISSD

ID

CD

REV

DISCIPLINE

INTERFACE

US Army Corps of Engineers

Nashville District

SUBMITTED BY:

APPROVED BY:

P l m e

P l t e

F i m e

T im e

D a t e

F il e

DESIGNED BY:

DRAWN BY:

CHECKED BY:

CHIEF, ENGINEERING CONSTRUCTION DIVISION

H

F

G

E

3 4 5 6

D

C

B

A

2 3 4 5 6

7 8

REV NO.TASK COMPLETED BY:

F

E

7 8 9 10

D

C

B

11 12

A

C

C07

W_TVA

-----0

XX

INITIAL ISSUE

CHICKAMAUGA PROJECT

CHIEF, CIVIL DESIGN BRANCH

1" = 40'

CELRN

MAR/16

EXISTING LOCK

60' X 360'

MONOLITH 48

DLT

DEK

DLT DEK MAM KLS NCB

PLAN AND PROFILE

NEW POST-TENSIONNING ANCHORS

020 10 20 40FT

SCALE: 1''= 40'

N.T.S.

61W289

61W289

DANIEL T. MOORE KRISTEN L. SMITH NICOLE C. BERGER

BENJAMIN L. ROHRBACH P.E.

VANESSA C. BATEMAN

LAB Fabricating

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• RECESS . - ..._ FACE. ROCK TO BE. CHANNE.LE.D AT LOCK FACE. OF LAND ANO

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UNITED ST ATES

TENNESSEE VALLEY AUTHORITY

CHICKAMAUGA PROJECT LOCK

1N50 SHEETS

LOCK WALLS

PLAN -UPPER END

12"0 5' 15'

SCALE~ INCH= I FOOT

SHEET NO. 1

WAR DEPARTMENT UNITED STATES

11?

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CORPS OF ENGINEERS U. S. ARMY

SUBMITTED; MAY 27.1936

TENNESSEE VALLEY AUTHORITY

EXAMINED ---~--22?_, __ ~ff.

RECOMMENDED~--~~

APPROVED-------~L_d~

F. P. G. 10-14-36 @ River Wall and Upper Guard 'tVall Chan ed. "' •-.==----=--=---~--::'.__-_-_-_ ""'"I "I.

,~;=?(J_ fJ-7-J(i, @ Saret Tr~ods 4",. k"• 3"-0"'Chon ed tc 4~x J{"x 3'-$" : -- - < I :_~-f ~, t'-f:".aa. .7·/4 3~ @ '!Ner_ Waif or conn•cf:ons fa /JcmC'xlnJed' g:;;,"{,~';.ff.f,'j/-,• ~.f l'?pe ' ~I L~--, Cl\ CO APPROVED; MAY 27, 1936

!:":a G"!=~3G @@2 LCoale Tvnne

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BY DATE CHARACTER - -DWG. '20/'2CO 21l - 14'-o" Z&-o. - 14'-o" • • Zl-0 "' "· , <:(~ ~ ~ t-<( NASHVILLE, TENN.

REVISION = I-' r DRAWN BY F: .1 M. CHECKED BY F. P. G. RECORD DRAWING AS CONSTRUCTED, I -3-41

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WAR DEPARTMENT . .

CORPS OF ENGINEERS U. S. ARMY

UNITED STATES

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