W912P518B0005_DRAFT_TPlans_.pdf

SCALE:

H

F

G

E

3 4 5 6

D

C

B

A

2 3 4 5 6

REV NO.TASK COMPLETED BY:

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

F

CD

REV

DISCIPLINE

INTERFACE

E

7 8 9

D

C

B

A

SUBMITTED BY:

APPROVED BY:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

REVISION R CHIEF, ENGINEERING CONSTRUCTION DIVISION

US Army Corps of Engineers

Nashville District

P l o t

T i m e

P l

D a t e

F i l e

N m e

:5

:5

P M c u s e r s h e c x d e k d o c u m e n t s p w w o r k c e lr n d m s

N

.d g n

8C

C07

N_TVA

---MAMRFK-

INITIAL ISSUE

XX

CHIEF, CIVIL DESIGN BRANCH

CDH

NONE

BDS

BDS CDH NCB

SHEET 1 0F 2

CELRN

DOWNSTREAM LOCK EXCAVATION

BDS

BDS

KENTUCKY PROJECT

INDEX OF DRAWINGS

61N246-7

61N246-7

KENTUCKY LOCK ADDITION

DRAWING TITLEFILE NAME

GENERAL

DRAWING TITLEFILE NAME

ROCK EXCAVATION

OVERBURDEN EXCAVATION

GROUTING PROGRAM

EXISTING LANDWALL STABILIZATION MEASURES

GROUT CURTAIN, BASELINE PROFILE

COVER SHEET

GENERAL NOTES, LEGEND AND ABBREVIATIONS

PROJECT LOCATION PLAN

HORIZONTAL & VERTICAL CONTROL, SURVEY MONUMENT & BASELINES

EXISTING LOCK, ANCHOR PLAN VIEW, LAYOUT - LAND WALL61N241-18

61N241-19

61N241-20

61N241-21

61N241-22

61N241-23

61N241-24

61N241-25

61N241-31

61N241-33

EXISTING LOCK, ANCHOR LAYOUT, MONOLITH EL-11

EXISTING LOCK, ANCHOR LAYOUT, MONOLITH EL-12

EXISTING LOCK, ANCHOR LAYOUT, MONOLITH EL-13

EXISTING LOCK, ANCHOR LAYOUT, MONOLITH EL-14

EXISTING LOCK, ANCHOR LAYOUT, MONOLITH EL-15

EXISTING LOCK, ANCHOR LAYOUT, MONOLITH EL-16

EXISTING LOCK, ANCHOR LAYOUT, MONOLITH EL-22

EXISTING LOCK, ANCHOR LAYOUT, MONOLITH EL-24

EXISTING LOCK, ANCHOR LAYOUT, MONOLITH EL-25

EXISTING LOCK, ANCHOR DETAILS61N241-14A

61N246-7

61N247-70

61N247-71

61N247-73

61N247-74

61N241-34

61N241-26

10N400-1

10N400-2

10N400-3

10N400-4

10N400-5

10N400-6

10N400-7

10N400-8

10N400-9

10N400-10

10N400-11

10N400-12

10N400-13

10N400-14

10N400-15

10N400-16

10N400-17

10N400-18

10N400-19

10N400-20

10N400-21

10N400-22

10N400-23

10N400-24

10N400-25

BORING LOCATION PLAN

17N401-1

17N401-2

17N401-3

17N401-4

17N401-5

17N401-6

17N401-7

17N401-8

17N401-9

17N400-1

17N400-2

17N401-10

PLUMBING LEGEND

PLUMBING FLOOR PLAN - SANITARY

PLUMBING FLOOR PLAN - HOT & COLD WATER

PLUMBING FLOOR PLAN - COMPRESSED AIR

PLUMBING RISER - SOIL, WASTE & VENT

PLUMBING RISER - HOT & COLD WATER

PLUMBING RISER - COMPRESSED AIR

PLUMBING DETAILS

PLUMBING DETAILS

PLUMBING EQUIPMENT SCHEDULES

17N400-3

HVAC SCHEDULES

HVAC DETAILS

HVAC FLOOR PLAN

HVAC LEGEND

822N3060

822N3061

822N3062

822N3063

61N246-8 INDEX OF DRAWINGS, SHEET 2 OF 2

INDEX OF DRAWINGS, SHEET 1 OF 2

61N651-20

61N651-21

61N651-22

61N651-23

ROBERT F. KNOX MICHAEL A. MORRISON NICOLE C. BERGER

BENJAMIN L. ROHRBACH P.E.

VANESSA C. BATEMAN

61N_DLE_CVR

EXISTING LOCK, ANCHOR LAYOUT, MONOLITH EL-17

EXISTING LOCK, ANCHOR LAYOUT, MONOLITH EL-18

ROCK EXCAVATION PLAN

ROCK EXCAVATION PLAN, PHASE I

ROCK EXCAVATION PLAN, PHASE II

ROCK EXCAVATION PLAN, PHASE III

822N3064

822N3065

822N3066

822N3067

822N3068

822N3069

822N3070

822N3071

822N3072 BORING SECTIONS, SECTIONS AT 13+00B & 14+00B

BORING SECTIONS, SECTIONS AT 11+00B & 12+00B

BORING SECTIONS, SECTIONS AT 09+00B & 10+00B

BORING SECTIONS, SECTIONS AT 07+00B & 08+00B

BORING SECTIONS, SECTIONS AT 05+00B & 06+00B

GEOTECHNICAL LEGEND

PRESPLIT AND LINE DRILLING

FOUNDATIONS, APPROXIMATE TOP OF ROCK

EXCAVATION SECTIONS, SECTIONS AT 03+00B & 04+00B

EXCAVATION SECTIONS, SECTIONS AT 05+00B & 06+00B

EXCAVATION SECTIONS, SECTIONS AT 07+00B & 08+00B

EXCAVATION SECTIONS, SECTIONS AT 09+00B & 10+00B

EXCAVATION SECTIONS, SECTIONS AT 11+00B & 12+00B

EXCAVATION SECTIONS, SECTIONS AT 13+00B & 14+00B

61N651-24

61N651-25

61N651-26

61N651-27 EXCAVATION SECTIONS, SECTION AT 15+00B

61N651-28

61N651-29

61N651-30

61N651-31

61N651-32

61N651-33

61N651-34

GROUT CURTAIN, CROSS SECTIONS A-A THRU E-E

GROUT CURTAIN, GEOLOGIC PROFILE, B-LINE

GROUT CURTAIN, GEOLOGIC PROFILE, A-LINE

GROUT CURTAIN BASELINE

GROUT CURTAIN PLAN

TEMPORARY LOCK MAINTENANCE BUILDING

GENERAL

COVER SHEET

CONTROL POINT LOCATIONS

INDEX OF DRAWINGS

VICINITY AND LOCATION MAPS

CONTROL POINT DESCRIPTIONS

SOIL AND ROCK CLASSIFICATION

BORING TEST PIT LOGS

BORING TEST PIT LOGS

10N400-26

10N400-27

10N400-28

10N400-29

10N400-30

10N400-31

10N400-28A

10N400-32

10N400-33

10N400-34

10N400-35

10N400-36

10N400-37

10N400-38

10N400-39

10N400-40

10N400-41

10N400-42

10N400-43

10N400-44

10N400-45

10N400-46

10N400-47

10N400-48

10N400-49

10N400-50

10N400-51

10N400-52

10N400-53

10N400-54

10N400-55

10N400-56

10N400-57

10N400-58

10N400-59

EROSION CONTROL PLAN

EROSION CONTROL PLAN

EROSION CONTROL PLAN

EROSION CONTROL DETAILS

DEMOLITION PLAN

DEMOLITION PLAN

DEMOLITION PLAN

SITE PLAN

SITE PLAN

SITE DETAILS

SITE DETAILS

SITE DETAILS

GRADING PLAN

GRADING PLAN

SANITARY SEWER PROFILE

GRADING DETAILS

PAVEMENT DETAILS

PAVEMENT PLAN

UTILITY PLAN

UTILITY PLAN

UTILITY DETAILS

CIVIL

STRUCTURAL

ARCHITECTURAL

GENERAL STRUCTURAL NOTES, DESIGN LOADS & ABBREVIATIONS

SPECIAL INSPECTIONS

FOUNDATION PLAN

ROOF FRAMING PLAN

EXTERIOR ELEVATIONS

EXTERIOR ELEVATIONS

TYPICAL DETAILS

TYPICAL MASONRY DETAILS

3D REPRESENTATION

GENERAL NOTES, ABBREVIATIONS

SEALANT, MASONRY JOINTS & MISC. STANDARD DETAILS

FLOOR PLAN

ROOF PLAN

REFLECTED CEILING PLAN

BUILDING ELEVATIONS

BUILDING ELEVATIONS

BUILDING SECTIONS

WALL SECTIONS

WALL DETAILS

ENLARGED RESTROOM/STAIR PLANS, ELEVATIONS & DETAILS

ENLARGED STAIR DETAILS

ROOF DETAILS

MISCELLANEOUS DETAILS

PARTITION SCHEDULES & DETAILS

DOOR SCHEDULE AND TYPES

DOOR DETAILS

WINDOW TYPES

WINDOW DETAILS

DOOR SCHEDULE, FRAMES & TYPES

PERSPECTIVE VIEWS

DRAWING TITLEFILE NAME

TEMPORARY LOCK MAINTENANCE BUILDING

15N400-1

15N400-2

15N400-3

FIRE ALARM

15N400-4

15N400-5

15N400-6

15N400-7

15N400-8

15N400-9

15N400-10

15N400-11

15N400-12

15N400-13

15N400-14

15N400-15

FIRE ALARM PLAN

FIRE ALARM DETAILS

ELECTRICAL

LEGEND AND ABBREVIATIONS

LIGHTING PLAN

FIRST ELEVATION POWER PLAN

SECOND ELEVATION POWER PLAN

ELECTRICAL DETAILS

LIGHTING DETAILS

ONE-LINE DIAGRAM

PANEL SCHEDULES

LIGHTNING PROTECTION PLAN

LIGHTING PROTECTION DETAILS

GROUNDING DETAIL

TELECOMMUNICATION

TELECOMMUNICATIONS PLAN

TELECOMMUNICATIONS DETAILS

MECHANICAL

17N400-4

PLUMBING

17N401-11

PLUMBING FLOOR PLAN - RADON

61N247-75

61N247-76 MAJOR FEATURES OF WORK

16W220-6

16W220-15

16W220-2r1 ARCHITECTURAL. FLOOR PLAN

ARCHITECTURAL, ELEVATIONS AND BUILDING SECTIONS16W220-3r1

ARCHITECTURAL, WALL SECTIONS16W220-4r1

ARCHITECTURAL, WALL FRAMING

16W220-9r1 ARCHITECTURAL, MONORAIL, LADDER, AND HANDRAIL DETAILS

16W220-10r1 ARCHITECTURAL, FLOOR SLAB PLAN AND DETAILS

16W220-12r2 MECHANICAL, PIPING, HEATING & VENTILATING

16W220-13r4 MECHANICAL, PIPING, HEATING & VENTILATING

16W220-14r2 ELECTRICAL, POWER AND LIGHTING LAYOUT AND DETAILS

ARCHITECTURAL, STAIR PLAN & DETAILS

BOAT SHELTER

FIRST FLOOR PLAN

LEGEND AND ABBREVIATIONS

FLOOR PLAN

ELECTRICAL DETAILS

10N400-59A

10N400-59B

LIFE SAFETY

LIFE SAFETY CODE REVIEW

FIRST FLOOR - LIFE SAFETY PLAN

FOR INFORMATION ONLY

TEMPORARY LOCK MAINTENANCE BUILDING

10N400-1?

15N400-1?

15N400-2?

15N400-3?

GROUT CURTAIN HOLE DATA

822N3073 BORING SECTIONS, SECTIONS AT 15+00B & 16+00B

GEOLOGIC PROFILE, SPECIALIZED TREATMENT ZONES (STZ)

EXISTING BORINGS LOCATION, BORINGS PLAN

DOWNSTREAM COFFERDAM STABILIZATION MEASURES

MONOLITHS M-27C THROUGH M-28C, CONCRETE COFFERDAM

MONOLITHS M-30C THROUGH M-31C, CONCRETE COFFERDAM

MONOLITHS M-29C, CONCRETE COFFERDAM

61N241-45

61N241-47

61N241-49

61N241-32 EXISTING LOCK, ANCHOR LAYOUT, MONOLITH EL-23

61N247-72A CONSTRUCTION LIMITS PLAN, CURRENT CONTRACTS

61N247-76 SPLASH PAD DETAILS

61N247-72B CONSTRUCTION LIMITS PLAN, DOWNSTREAM LOCK EXCAVATION CONTRACT

DISPOSAL AREA "D", PLAN

DISPOSAL AREA "D", SECTIONS

COFFERDAM ANCHOR LAYOUT - ANCHOR PLACEMENT

MONOLITHS M-22C THROUGH M-24C, CONCRETE COFFERDAM

MONOLITHS M-25C THROUGH M-26C, CONCRETE COFFERDAM

61N241-40

61N241-41

61N241-43

CONCRETE

INDENTIFICATION NUMBER

DETAIL

IS SHOWN

WHICH THE DETAIL

DRAWING NUMBER ON

A

XXXXXXX

A

XXXXXXX

XXXXXXX

DRAINAGE SLOPE

D

R

T

CURVE DELTA ANGLE

CURVE RADIUS

CURVE TANGENT

PROFILE DESIGNATION

SHEET LOCATIONDESIGNATION

STATION OR OFFSET

STATION OR OFFSET

DIRECTION DESIGNATION

RIPRAP

AGGREGATE

DEMOLITION, EXCEPT WHEN NOTED

CLAY

COE

CMP

CLSM

CL

CFS

CB

BR

CORPS OF ENGINEERS

CORRUGATED METAL PIPE

CONTROLLED LOW-STRENGTH MATERIALS

CENTER LINE

CUBIC FEET PER SECOND

CONTROL BOX

BRIDGE

LW

LTG

LT

LS

LBS

L

KY

NORTH AMERICAN VERTICAL DATUM

NORTH

MINIMUM

MANHOLE

MANUFACTURER

MANUFACTURED

MECHANIC

MAXIMUM

MAINTENANCE

NAVD

N

MIN

MH

MFR

MFD

MECH

MAX

MAINT

PIEZOMETER

POINT OF VERTICAL TANGENT

POINT OF VERTICAL INTERSECTION

POLYVINYL CHLORIDE

POINT

PUBLIC SERVICE SAFETY

POUNDS PER SQUARE INCH

PROPOSED LOCK

PLUG

PZ

PVT

PVI

PVC

PT

PSS

PSI

PROP LOCK

PL

WKYRECC

W/

W

V:H

V

USC & GS

USACE

WEST KENTUCKY RURAL ELECTRIC COOPERATIVE CORPORATION

WITH

WEST

VERTICAL TO HORIZONTAL SLOPE

VERTICAL

UNITED STATES COAST AND GEODETIC SURVEY

UNITED STATES ARMY CORPS OF ENGINEERS

YR

XFMR

W

V

TRANS

TEL

SW

RECC

PWR

PH

NEMA 3R

KVA

KV

ETC

CONTR

COND

C

A

YEAR

TRANSFORMER

WATT

VOLT

TRANSFORMER

TELEPHONE

SWITCH

RURAL ELECTRIC COOPERATIVE CORPORATION

POWER

PHASE

NATIONAL ELECTRICAL MANUFACTURER ASSOCIATION 3 RATING

KILOVOLT-AMPERE

KILOVOLT

ELECTRICAL TRANSFORMER COMPONENTS

CONTROL

CONDUIT

CABLE

AMP

BM V

BM H

BLDG

AVE

ASTM-C

ASTM

APPROX

ACI

AC

AASHTO

BENCHMARK VERTICAL

BENCHMARK HORIZONTAL

BUILDING

AVERAGE

AMERICAN SOCIETY FOR TESTING MATERIALS-CONCRETE

AMERICAN SOCIETY FOR TESTING MATERIALS

APPROXIMATE

AMERICAN CONCRETE INSTITUTE

ACRES

AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS

DOT

DOH

DIR

DIA

DEPT

DEG

D

CY

CU

CSB

CP

EXP

EXH

EXC

EX, EXIST

ENG

ELEV

EL

E

DWG

DS

DEPARTMENT OF TRANSPORTATION

DEPARTMENT OF HEALTH

DIRECTION

DIAMETER

DEPARTMENT

DEGREE

DIAMETER

CUBIC YARDS

CUBIC

CRUSHED STONE BASE

CONTROL POINT

EXPLORATORY HOLE

EXHAUST

EXCAVATION

EXISTING

ENGINEERING

ELEVATION

ELEVATION

EAST

DRAWING

DOWNSTREAM OF ORIGIN

LAND WALL

LIGHTING

LOW TENSION

LIFT STATION

POUNDS

LENGTH

KENTUCKY

NATIONAL GEODETIC VERTICAL DATUM

NUMBER

NOT TO SCALE

ON CENTER

OFFSET

PARKER KALON

PADUCAH AND LOUISVILLE

PERFORATED

NGVD

NO

NTS

OC

OFF

PK

P&L

PERF

U/S, US

TYP

TVA

TP

T/LOCK

STD

STA

UPSTREAM

TYPICAL

TENNESSEE VALLEY AUTHORITY

TURNING POINT

TOP OF LOCK

STANDARD

STATION

KYTC

JB

INV

I

HWY

HSE

HQ

HEX

HEI

HDPE

FT

FLD

KENTUCKY TRANSPORTATION CABINET

JUNCTION BOX

INVERT

INTERSTATE

HIGHWAY

HOUSE

HEADQUARTERS

HEXAGONAL

HANSON ENGINEERING INCORPORATED

HIGH DENSITY POLYETHYLENE

FEET

FIELD

SPEC

SDR

SCH

S

RR

REINF

RCP

R

Q

SPECIFICATION

STANDARD DIMENSION RATIO

SCHEDULE

SOUTH

RAILROAD

REINFORCED

REINFORCED CONCRETE PIPE

RIGHT OF ORIGIN, LOOKING DOWNSTREAM

DISCHARGE

ROCK

BORING SAMPLE

EXPLORATORY HOLE, PIEZOMETER

NTC NOT THIS CONTRACT

SCALE:

H

F

G

E

3 4 5 6

D

C

B

A

2 3 4 5 6

REV NO.TASK COMPLETED BY:

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

F

CD

REV

DISCIPLINE

INTERFACE

E

7 8 9

D

C

B

A

US Army Corps of Engineers

Nashville District

SUBMITTED BY:

APPROVED BY:

P l m e

P l t e

F i m e

:5

:4 c u s e r s h e c x d e k d o c u m e n t s p w w o r k c e lr n d m s

N

.d g n

DESIGNED BY:

DRAWN BY:

CHECKED BY:

REVISION R CHIEF, ENGINEERING CONSTRUCTION DIVISION0

8C

C07

N_TVA

INITIAL ISSUE

XX

NONE

CHIEF, CIVIL DESIGN BRANCH

GENERAL NOTES,

LEGEND AND ABBREVIATIONS

INDENTIFICATION LETTER

SECTION

IS SHOWN

WHICH THE SECTION

DRAWING NUMBER ON

BDS

CDH

BDS CDH RFK MAM- NCB

CELRN

CURVE DATA

SECTION IDENTIFICATION

DETAIL IDENTIFICATION

ELECTRICAL ABBREVIATIONSABBREVIATIONS

CIVIL LEGEND

XXX X+XX X

A

XXX-XXX

XXX X+XX X

A

XXX-XXX

LOCK ADDITION

BDS

BDS

DOWNSTREAM LOCK EXCAVATION

KENTUCKY PROJECT

61N247-70

61N247-70

ROBERT F. KNOX MICHAEL A. MORRISON NICOLE C. BERGER

BENJAMIN L. ROHRBACH P.E.

VANESSA C. BATEMAN

P

P

P

P

P

P

IDENTIFIER

STRUCTURE

SEE NOTE 1

AT MAXIMUM SAG,

WIRE ELEVATION

DRAWING NUMBER

REFERENCE

411.0

415.0

413.0

490.0

490.0

490.0

490.0

LW-2666s2

LW-2284s1

LW-3068s1

LW-2986s1AA

LW-3395s1B

LW-5732s4A

LW-2171s1A

VOLTAGE

69 KV

69 KV

69 KV

161 KV

161 KV

161 KV

161 KV

STRUCTURE LOW CHORD ELEVATION

US 62/641 BRIDGE

I-24 BRIDGE

P&L RAILWAY BRIDGE

389.0

389.0

386.5

387.3RAILROAD & ACCESS BRIDGE

C B

C B

C B

C B

C B

C B

C B

C B

C B

C B

C B

C B

C B

C B

C B

CB 0200 100 200 400FT

SCALE: 1''= 200'

C B

C B

RI

PRAP

PAVED DITCH

0 4

PAVED DITCH

CEMETERY

RI

P

RAP

RI

P

RAP

RI

P

RAP

RI

P

RAP

RI

P

RAP

RI

P

RAP

RI

P

RAP

RI

P

RAP

RI

P

RAP

RI

P

RAP

BI

LLBOARD

RI

P

RAP

U .S

385 4

U .S

RI

P

RAP

RI

P

RAP

RI

P

RAP

RI

P

RAP

RI

P

RAP

RI

P

RAP

RI

P

RAP

U .S

U .S

HOPPER

RI

PRAP

RI

PRAP

RI

PRAP

RI

PRAP

RI

PRAP

RI

PRAP

W.E

5.1

W.E

6.1

RI

PRAP

RI

PRAP

RI

PRAP

RI

PRAP

RI

PRAP

8C

C07

N_TVA

---NCBMAMRFK-

INITIAL ISSUE

FLOW

SCALE:

H

F

G

E

3 4 5 6

D

C

B

A

2 3 4 5 6

REV NO.TASK COMPLETED BY:

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

F

CD

REV

DISCIPLINE

INTERFACE

E

7 8 9

D

C

B

A

US Army Corps of Engineers

Nashville District

SUBMITTED BY:

APPROVED BY:

:5

:3 b a n e r

P l m e

P l t e

F i m e

DESIGNED BY:

DRAWN BY:

CHECKED BY:

REVISION R CHIEF, ENGINEERING CONSTRUCTION DIVISION

Z

1.3

RI

PRAP

RI

PRAP

RI

PRAP

RI

PRAP

RI

PRAP

RI

PRAP

E

N

E

N

320325

E

N

U .S

E

N

Z

0.

Z

8.

CB

CB

E

N

Z

8.

DENSE

VEGETATI

ON

0 3

BI

LLBOARD

U .S

E

N

Z

9.

E

Z

3.

Z

3.

OVERHEAD

PI

PES

TENNESSEE RIVER

KENTUCKY LAKE

NOTES:

BDS

DEK

LOCK ADDITION

GRAPHIC SCALE

BDS DEK

CHIEF, CIVIL DESIGN BRANCH

EXISTING KENTUCKY DAM

POWERHOUSE ISLAND

KENTUCKY LOCK, DAM

AND HYDRO PLANT,

LC

R E

L O

C A

T

U S

BOAT BASIN

MILE 22.4

THIS DRAWING

SEE NOTE 2 AND TABLE

TOWER RETAINING WALLS

EXISTING TRANSMISSION

1 2

4 5

6 7

C NEW 110' X 1200' LOCK

C EXISTING 110' X 600' LOCK

CELRN

1"= 200'

THESE FACILITIES.

PRIOR TO INITIATING ANY WORK ACTIVITIES IMPACTED BY

LINES ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY

2. LOCATION OF EXISTING TRANSMISSION TOWERS AND OVERHEAD

WITH EM-385-1-1.

DISTANCE FROM CONSTRUCTION EQUIPMENT IN ACCORDANCE

SHALL FIELD VERIFY ELEVATION AND MAINTAIN CLEAR

1. MAXIMUM SAG ELEVATIONS ARE APPROXIMATE. CONTRACTOR

RIVER CURRENT TRAINING DIKE

SMS

SMS

DOWNSTREAM LOCK EXCAVATION

KENTUCKY PROJECT

COFFERDAM

DOWNSTREAM CELLULAR

COFFERDAM

DOWNSTREAM CONCRETE

PROJECT LOCATION PLAN

ROBERT F. KNOX MICHAEL A. MORRISON NICOLE C. BERGER

BENJAMIN L. ROHRBACH P.E.

VANESSA C. BATEMAN

61N247-71

61N247-71

SEE DWG 61N247-74

DISPOSAL AREA "D"

TRANSMISSION LINE SAG ELEVATION

BRIDGE LOW CHORD ELEVATION

C

L O

C A

T

L

A I

L W

A Y

L

C B

C B

0100 50 100 200FT

SCALE: 1''= 100'

PAVED DITCH

C

EM

ET

ER

Y

R

IP

R

AP

R

IP

R

AP

R

IP

R

AP

R

IP

R

AP

R

IP

R

AP

R

IP

R

AP

R

IP

R

AP

B

IL

LB

O

AR

D

R

IP

R

AP

U .S

R

IP

R

AP

R

IP

R

AP

R

IP

R

AP

R

IP

R

AP

R

IP

R

AP

R

IP

R

AP

U .S

W .E

5.

.0

.9

.7

.1

.7

.3

.7

.9

.8

.93

.6

.6

FLOW

FLOW

S

B

NOTES:

H

F

G

E

3 4 5 6

D

C

B

A

2 3 4 5 6

REV NO.TASK COMPLETED BY:

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

F

CD

REV

DISCIPLINE

INTERFACE

E

7 8 9

D

C

B

A

US Army Corps of Engineers

Nashville District

SUBMITTED BY:

APPROVED BY:

:5

:2 b a n e r

P l m e

P l t e

F i m e

DESIGNED BY:

DRAWN BY:

CHECKED BY:

REVISION R CHIEF, ENGINEERING CONSTRUCTION DIVISION0

C07

N_TVA

--NCBMAMRFK-

INITIAL ISSUE

SURVEY MONUMENT & BASELINES

BDS

DEK

LOCK ADDITION

BDS DEK

N

EXISTING KENTUCKY DAM

GRAPHIC SCALE

0 3

CHIEF, CIVIL DESIGN BRANCH

HORIZONTAL & VERTICAL CONTROL

N 54°16'48.6" E

PROJECT BASELINE

C EXISTING LOCKL

DOWNSTREAM CONCRETE COFFERDAM

L

OFS 2+15R

C FUTURE LOCK

BM-6

S

B

S

B

S

B

S

B

S T

A

B

S T

A

B

S T

A

B

S T

A

B

S T

A

B

S T

A

B

S T

A

B

S T

A

B

S T

A

B

S T

A

B

OFS 4+00R

OFS 3+00R

OFS 2+00R

OFS 1+00R

OFS 1+00L

OFS 2+00L

OFS 0+00

OFS XX+XXL - OFFSET STATIONING LEFT OF BASE LINE.

OFS XX+XXR - OFFSET STATIONING RIGHT OF BASE LINE.

STA XX+XXB - EXISTING LOCK CHAMBER DOWNSTREAM STATIONING.

STA XX+XXA - EXISTING LOCK CHAMBER UPSTREAM STATIONING.

LEGEND

PLAN

SCALE: 1"=100'

BM-4

BM-2 BM-1

BM-3

P

P

P

P

P P

P

P P P

P

PP

P P

P

6.

6.

9.

.8

.5

1.

.9

1.

P

P

P

P

P

P

P

P

P

P

P

P P P P P P

P

P

P

P

P

P

1.

1.

9.

.7

.1

.5

.9

.1

.6

.4

9.

.2

.7

.2

.7

.3

.4

9.

.1

9.

9.

.3

9.

9.

9.

.3

9.

9.

.1

.8

.1

.8

.1

.1

9.

.8

.8

.3

.1

.8

.1

.3

.1

.7

1.

.9

1.

1.

6 3

1.

.1

.1

.7

.2

.1

9.

P

P P

P

P

1.

1.

P

P

P

P

P

P

.7

.7

.3

.2

.7

.7

.9

.8

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

P

P

PPPPPPPPPPP

P

P P P P P P P P P P P

P3 1.

1.

1.

1.

1.

1.

1.

1.

2 3

1.

1.

1.

2 3

.3

.7

.6 3

.5

.4

.5

.4

.3

9.

.6

.5

.3

9.

P

P P P P P P P P P P P P P

P P

P

6.

.4

.6

6.

.7

6.

.5

6.

1.

1.

P

.3

BM-7

BM-8

2. VERTICAL CONTROL IS BASED ON VERTICAL DATUM NGVD 29.

NAD 83 (GEOID 03).

STATE PLANE COORDINATE SYSTEM, HORIZONTAL DATUM

1. HORIZONTAL CONTROL IS BASED ON KENTUCKY SOUTH

BM-4 1898391.528 905958.434 381.75 BRASS DISK IN CONCRETE

BM-2 1898486.597 906026.803 381.79 BRASS DISK IN CONCRETE

BM-1 1898162.550 906477.450 381.76 BRASS DISK IN CONCRETE

POINT NORTHING EASTING ELEVATION DESCRIPTION

HORIZONTAL AND VERTICAL CONTROL

BM-3 1898067.481 906409.097 381.79 BRASS DISK IN CONCRETE

BM-8 1899458.862 905360.596 349.05 BRASS DISK IN CONCRETE

STATION

STA. 0+15B, 58.53' R

BM-6 1898106.286 906455.431 - LOCK STATION ORIGIN POINT

BM-7 1899107.216 904608.401 342.39 BRASS DISK IN CONCRETE CURB

STA. 0+15B, 58.57' L

STA. 0+00 U/S & D/S

STA. 5+70B, 58.52' R

STA. 5+70B, 58.58' L

CELRN

1"= 100'

SMS

SMS

DOWNSTREAM LOCK EXCAVATION

TRAINING DIKE

RIVER CURRENT

GUARD CELLS

WALL

TIED Z-PILE

RETAINING WALLS

EXISTING TRANSMISSION TOWER

61N247-73

61N247-73

ROBERT F. KNOX MICHAEL A. MORRISON NICOLE C. BERGER

BENJAMIN L. ROHRBACH P.E.

L O

C A

T

I

L W

A Y

L O

C A

T

CELLULAR

DOWNSTREAM

KENTUCKY LAKE

R

IP

R

AP

POWERHOUSE ISLAND

SCALE: 1" = 20'-0"

STATION 3+00B

SCALE: 1" = 20'-0"

STATION 4+00B

400400

0+00 5+00 6+001+00 2+00 3+00 4+00

10'-0"

10'-0"

APPROXIMATE TOP OF ROCK

APPROXIMATE TOP OF ROCK

LOCK FLOOR EL 285.00

5'-0"

5'-0"

2'-6"

M-6VARIES L-6

CUTOFF WALL

LC NEW LOCK, 2+15R

EL 295.57

EL 287.00

EL 276.00

99'-0"

EL 388.00

EL 382.00EL 382.00

EL 340.00

EL 330.00

EL 320.00

EL 310.00

EL.305.50 +/-

EL 297.00

17'-5"+/-

EL 282.00

EL 276.00

35'-0"

EL.283.21 +/-

5+40

400400

400400

0+00 1+00 2+00 3+00 4+00 5+00

A P P

R O

X I

M A T E

T

O

F

C K

APPROXIMATE TOP OF ROCK

EXISTING SURFACE

EXISTING SURFACE

EXI

STI

NG

SURFACE

EL.283.21 +/-

EL 340.00

EL 382.00

EL 276.00

40'-0"

EL 330.00

M-97'-0"

VARIES

EL 276.00

LC NEW LOCK, 2+15R

EL-10

EL 303.00

EL 382.00

80'-0"

L-9

LOCK FLOOR EL 285.00

EL-13

FUTURE LAND WALL

INITIAL ISSUE

020 20 40FT

SCALE: 1''= 20'

GRAPHIC SCALE

CHIEF, CIVIL DESIGN BRANCH

VANESSA C. BATEMAN

BENJAMIN L. ROHRBACH P.E.

MICHAEL A. MORRISON NICOLE C. BERGER

SCALE:

H

F

G

E

3 4 5 6

D

C

B

A

2 3 4 5 6

REV NO.TASK COMPLETED BY:

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

F

CD

REV

DISCIPLINE

INTERFACE

E

7 8 9

D

C

B

A

US Army Corps of Engineers

Nashville District

SUBMITTED BY:

APPROVED BY:

:5 b a n e r

P l m e

P l t e

F i m e

DESIGNED BY:

DRAWN BY:

CHECKED BY:

REVISION R CHIEF, ENGINEERING CONSTRUCTION DIVISION

ANSI E

1" = 20'

LOCK EXCAVATION

MSE

MSE

LOCK ADDITION

MSE MSE

SECTIONS AT 03+00 & 04+00B

61N651-21

ALD

ALD

61N651-21

EXCAVATION SECTIONS

ROBERT F. KNOX

1.5

NOTES:

LEGEND:

EXCAVATION GRADE

APPROXIMATE TOP OF ROCK

FUTURE LOCK MONOLITH

LOCATIONS.

3. SEE DRAWING 61N651-20 FOR CROSS SECTION

SEE DRAWING 822N3066.

AND DEVELOPED FROM EXPLORATORY BORINGS,

2. TOP OF ROCK ELEVATIONS ARE APPROXIMATE

1. ELEVATION IN FEET ABOVE MSL, NGVD29.

STATION 5+00B

SCALE: 1" = 20'-0"

STATION 6+00B

400400

400400

0+00 1+00 2+00 3+00 4+00 5+00

EXISTING SURFACE

APPROXIMATE TOP OF ROCK

A P P

R O

X I

M A

C K

EL.282.55 +/-

EL 340.00

EL 382.00

EL 276.00

40'-0"

M-11

EL 276.00

VARIES

LC NEW LOCK, 2+15R

EL-15

CONTROL

ROOM

SHOP

EL 303.00

EL 276.00

EL 382.00

80'-0"

L-11

LOCK FLOOR EL 285.00

L-13

FUTURE LAND WALL

ROADWAY

US EMBANKMENT

10'-0"

---MSE-

INITIAL ISSUE

KENTUCKY PROJECT

LOCK EXCAVATION

ALD

CHIEF, CIVIL DESIGN BRANCH

LOCK ADDITION

SCALE:

H

F

G

E

3 4 5 6

D

C

B

A

2 3 4 5 6

REV NO.TASK COMPLETED BY:

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

F

CD

REV

DISCIPLINE

INTERFACE

E

7 8 9

D

C

B

A

US Army Corps of Engineers

Nashville District

SUBMITTED BY:

APPROVED BY:

:5

:1 c u s e r s h e c x d e k d o c u m e n t s p w w o r k c e lr n d m s

N .d g n

P l m e

P l t e

F i m e

DESIGNED BY:

DRAWN BY:

CHECKED BY:

REVISION R CHIEF, ENGINEERING CONSTRUCTION DIVISION

020 10 20 40FT

SCALE: 1''= 20'

MSE

MSE

61N651-22

61N651-22

MSE MSE

2018/01/12

SECTIONS AT 5+00B & 6+00B

EXCAVATION SECTIONS

1.5

400400

400400

0+00 1+00 2+00 3+00 4+00 5+00 5+40

EXISTING SURFACE

TOR

EL 340.00

M-13VARIES

EL 330.00

7'-0"

40'-0"

EL 276.00EL 276.00

LOCK FLOOR EL 285.00

EL 382.00

EL.282.35 +/-

EL 303.00

EL 276.00

EL 382.00

80'-0"

EXISTING SURFACE

10'-0"

LC NEW LOCK, 2+15R

EL-17

APPROXIMATE TOP OF ROCK

GRAPHIC SCALE

SEE NOTE 3

1.5

VANESSA C. BATEMAN

BENJAMIN L. ROHRBACH P.E.

MICHAEL A. MORRISON NICOLE C. BERGERROBERT F. KNOX

SEE NOTE 3

NOTES:

LEGEND:

EXCAVATION GRADE

APPROXIMATE TOP OF ROCK

FUTURE LOCK MONOLITH

LOCATIONS.

5. SEE DRAWING 61N651-20 FOR CROSS SECTION

AS CATCHMENT FOR OVERBURDEN SLOPE.

AT TOP OF ROCK FOR WORKER SAFETY AND

4. CONTRACTOR TO CONSTRUCT A 10 FT. BENCH

A BENCH TO PROVIDE SAFETY AND STABILITY.

CONTRACTOR MAY BE REQUIRED TO EXCAVATE

AND DOES NOT REQUIRE PRESPLITTING.

3. THIS IS NOT A FINAL EXCAVATION FACE

SEE DRAWING 822N3066.

AND DEVELOPED FROM EXPLORATORY BORINGS,

STATION 7+00B

SCALE: 1" = 20'-0"

STATION 8+00B

400400

400400

0+00 1+00 2+00 3+00 4+00 5+00 5+40

EXISTING SURFACE

LOCK FLOOR EL 285.00

EL 340.00

M-14

VARIES

EL 330.00

7'-0"

40'-0"

EL 382.00

EL.282.35 +/-

EL 303.00

EL 276.00

SECTION A-A

MONOLITH L-18

80'-0"

EL 382.00

L-18A

LC NEW LOCK, 2+15R

APPROXIMATE TOP OF ROCK

10'-0"

10'-0"

1.5

400400

400400

0+00 1+00 2+00 3+00 4+00 5+00

EL-16

EXISTING SURFACE

M-17VARIES

EL 320.00

7'-0"

EL 310.00

46'-0"

LOCK FLOOR EL 285.00

EL 382.00

EL 330.00

7'-0"

7'-0"

EL 303.00

EL 276.00

80'-0"

EL 382.00

L-20

LC NEW LOCK, 2+15R

EL-18A

APPROXIMATE TOP OF ROCK

APPROXIMATE TOP OF ROCK

10'-0"

10'-0"

SCALE: 1''= 20'

GRAPHIC SCALE

CHIEF, CIVIL DESIGN BRANCH

VANESSA C. BATEMAN

BENJAMIN L. ROHRBACH P.E.

MICHAEL A. MORRISON NICOLE C. BERGER

SCALE:

H

F

G

E

3 4 5 6

D

C

B

A

2 3 4 5 6

REV NO.TASK COMPLETED BY:

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

F

CD

REV

DISCIPLINE

INTERFACE

E

7 8 9

D

C

B

A

US Army Corps of Engineers

Nashville District

SUBMITTED BY:

APPROVED BY:

:5

:0 b a n e r

P l m e

P l t e

F i m e

DESIGNED BY:

DRAWN BY:

LOCK EXCAVATION

MSE

MSE

LOCK ADDITION

MSE MSE

SECTIONS AT 07+00B & 08+00B

61N651-23

ALD

61N651-23

1.5

SEE NOTE 4

SEE NOTE 4

NOTES:

LEGEND:

EXCAVATION GRADE

APPROXIMATE TOP OF ROCK

FUTURE LOCK MONOLITH

LOCATIONS.

5. SEE DRAWING 61N651-20 FOR CROSS SECTION

A BENCH TO PROVIDE SAFETY AND STABILITY.

CONTRACTOR MAY BE REQUIRED TO EXCAVATE

AND DOES NOT REQUIRE PRESPLITTING.

4. THIS IS NOT A FINAL EXCAVATION FACE

AS CATCHMENT FOR OVERBURDEN SLOPE.

AT TOP OF ROCK FOR WORKER SAFETY AND

3. CONTRACTOR TO CONSTRUCT A 10 FT. BENCH

SEE DRAWING 822N3066.

AND DEVELOPED FROM EXPLORATORY BORINGS,

STATION 9+00B

STATION 10+00B

---MSE-

INITIAL ISSUE

KENTUCKY PROJECT

LOCK EXCAVATION

ALD

SCALE:

H

F

G

E

3 4 5 6

D

C

B

A

2 3 4 5 6

REV NO.TASK COMPLETED BY:

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

F

CD

REV

DISCIPLINE

INTERFACE

E

7 8 9

D

C

B

A

US Army Corps of Engineers

Nashville District

SUBMITTED BY:

APPROVED BY:

:5 c u s e r s h e c x d e k d o c u m e n t s p w w o r k c e lr n d m s

N .d g n

P l m e

P l t e

F i m e

DESIGNED BY:

DRAWN BY:

CHECKED BY:

REVISION R CHIEF, ENGINEERING CONSTRUCTION DIVISION

MSE

61N651-24

61N651-24

SECTIONS AT 9+00B & 10+00B

2018/01/12

EXCAVATION SECTIONS

390390

390390

0+00 1+00 2+00 3+00 4+00 5+00

390390

390390

0+00 1+00 2+00 3+00 4+00 5+00

VARIES

LOCK FLOOR EL 285.00

EL 382.00

EL 330.00

M-19

EL 276.00

40'-0"

EL 320.00

7'-0"

EL 310.00

EL 300.00

7'-0"

7'-0" EL 303.00

EL 276.00

EL 382.00

80'-0"

L-19

EXISTING SURFACE

EL-22

LC NEW LOCK, 2+15R

APPROXI

MATE

TOP

OF

ROCK

40'-0"

EL 382.00

EL 330.00

EL 276.00

LOCK FLOOR EL 285.00

VARIES

EXI

STI

NG

SURFACE

W/

RI

P

RAP

EL 303.00

EL 276.00

EL 382.00

80'-0"

L-21

EL-25

LC NEW LOCK, 2+15R

M-21

APPROXIMATE TOP OF ROCK

APPROXIMATE TOP OF ROCK

EXCAVATION LIMITS

FUTURE MIDDLE WALL FUTURE LAND WALL

FUTURE MIDDLE WALL FUTURE LAND WALL

10'-0"

10'-0"

10'-0"

10'-0"

GRAPHIC SCALE

VANESSA C. BATEMAN

BENJAMIN L. ROHRBACH P.E.

MICHAEL A. MORRISON NICOLE C. BERGERROBERT F. KNOX

1.5

1.5

NOTES:

LEGEND:

EXCAVATION GRADE

APPROXIMATE TOP OF ROCK

FUTURE LOCK MONOLITH

LOCATIONS.

4. SEE DRAWING 61N651-20 FOR CROSS SECTION

AS CATCHMENT FOR OVERBURDEN SLOPE.

AT TOP OF ROCK FOR WORKER SAFETY AND

3. CONTRACTOR TO CONSTRUCT A 10 FT. BENCH

SEE DRAWING 822N3066.

AND DEVELOPED FROM EXPLORATORY BORINGS,

STATION 11+00B

STATION 12+00B

SCALE: 1" = 20'-0"

SCALE: 1" = 20'-0"

390390

390390

0+00 1+00 2+00 3+00 4+00 5+00

390390

390390

0+00 1+00 2+00 3+00 4+00 36'-0"

46'-6"

F

36'-0"

SCALE: 1''= 20'

GRAPHIC SCALE

CHIEF, CIVIL DESIGN BRANCH

VANESSA C. BATEMAN

BENJAMIN L. ROHRBACH P.E.

MICHAEL A. MORRISON NICOLE C. BERGER

SCALE:

H

F

G

E

3 4 5 6

D

C

B

A

2 3 4 5 6

REV NO.TASK COMPLETED BY:

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

F

CD

REV

DISCIPLINE

INTERFACE

E

7 8 9

D

C

B

A

US Army Corps of Engineers

Nashville District

SUBMITTED BY:

APPROVED BY:

:5

:5

P

M b a n e r

P l m e

P l t e

F i m e

DESIGNED BY:

DRAWN BY:

LOCK EXCAVATION

MSE

MSE

LOCK ADDITION

MSE MSE

SECTIONS AT 11+00B & 12+00B

61N651-25

ALD

61N651-25

EXI

STI

NG

SURFACE

EL 303.00

EL 276.00

EL 382.00

L-23

75'-0"

HIGHEST LOCK FLOOR EL. 285.00

L

NAVIGATION CHANNEL

C EXISTING LOCK AND

EL. 343.50

F

M-23M-23C

LC NEW LOCK, 2+15R

EXCAVATION LINE

15'H X 19'W

CULVERT

EL.382

EL. 276

10'-0"

APPROXIMATE TOP OF ROCK

APPROXIMATE TOP OF ROCK

EL.382

EL. 276

EL.343.5

M-25

CONCRETE COFFERDAM

M-25C

EL 303.00

EL 276.00

EL 382.00

80'-0"

L-25

HIGHEST LOCK FLOOR EL. 285.00

EXIS

TING S

URFACE

LC NEW LOCK, 2+15R

10'-0"

APPROXIMATE TOP OF ROCK

A P P R

O X I

M A T E

T

R

O C

K

FUTURE MIDDLE WALL

FUTURE LAND WALL

FUTURE MIDDLE WALL FUTURE LAND WALL

#9 @ 12 E.W.

WALL ARMOR

FEATURES)

AND UNKNOWN ROCK

TO CONSTRUCTION

(LINE VARIES DUE

EXCAVATION LINE

EL. 280 +/-

EL. 284+/-

10'-0"

ROBERT F. KNOX

1.5

1.5

NOTES:

LEGEND:

FUTURE LOCK MONOLITH

COFFERDAM

EXISTING SEGMENTAL

EXCAVATION GRADE

APPROXIMATE TOP OF ROCK

LOCATIONS.

4. SEE DRAWING 61N651-20 FOR CROSS SECTION

AS CATCHMENT FOR OVERBURDEN SLOPE.

AT TOP OF ROCK FOR WORKER SAFETY AND

3. CONTRACTOR TO CONSTRUCT A 10 FT. BENCH

SEE DRAWING 822N3066.

AND DEVELOPED FROM EXPLORATORY BORINGS,

STATION 13+00B

STATION 14+00B

SCALE: 1" = 20'-0"

SCALE: 1" = 20'-0"

COFFERDAM

EXISTING SEGMENTAL

---MSE-

LOCK EXCAVATION

ALD

SCALE:

H

F

G

E

3 4 5 6

D

C

B

A

2 3 4 5 6

REV NO.TASK COMPLETED BY:

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

F

CD

REV

DISCIPLINE

INTERFACE

E

7 8 9

D

C

B

A

US Army Corps of Engineers

Nashville District

SUBMITTED BY:

APPROVED BY:

:5 c u s e r s h e c x d e k d o c u m e n t s p w w o r k c e lr n d m s

N .d g n

P l m e

P l t e

F i m e

DESIGNED BY:

DRAWN BY:

CHECKED BY:

REVISION R CHIEF, ENGINEERING CONSTRUCTION DIVISION

ANSI F

61N651-26

61N651-26

SECTIONS AT 13+00B & 14+00B

MSE

MSE MSE

EXCAVATION SECTIONS

VANESSA C. BATEMAN

BENJAMIN L. ROHRBACH P.E.

MICHAEL A. MORRISON NICOLE C. BERGER

390390

390390

0+00 1+00 2+00 3+00 4+00 4+20

390390

390390

0+00 1+00 2+00 3+00 4+00 5+00

260 260

ROBERT F. KNOX

GRAPHIC SCALE

36'-0"

36'-0"

EL.382

EL.343.5

M-27M-27C

EL. 270

#9 @ 12 E.W.

#9 @ 12 E.W.

WALL ARMOR

EL 303.00

EL 276.00

EL 382.00

80'-0"

L-27

HIGHEST LOCK FLOOR EL. 285.00

EXISTING SURFACE

LC NEW LOCK, 2+15R

EL. 284+/-

APPROXI

MATE

TOP

OF

ROCK

APPROXIMATE TOP OF ROCK

FUTURE MIDDLE WALL FUTURE LAND WALL

EL.382

M-28M-28C

EL.343.5

EL. 270

#9 @ 12 E.W.

WALL ARMOR

EL 303.00

EL 276.00

EL 382.00

80'-0"

L-28

HIGHEST LOCK FLOOR EL. 285.00

EXISTING SURFACE

LC NEW LOCK, 2+15R

APPROXIMATE TOP OF ROCK

APPROXIMATE TOP OF ROCK

FUTURE MIDDLE WALL FUTURE LAND WALL

10'-0"

10'-0"

10'-0"

1.5

1.5

NOTES:

LEGEND:

FUTURE LOCK MONOLITH

APPROXIMATE TOP OF ROCK

EXCAVATION GRADE

LOCATIONS.

4. SEE DRAWING 61N651-20 FOR CROSS SECTION

AS CATCHMENT FOR OVERBURDEN SLOPE.

AT TOP OF ROCK FOR WORKER SAFETY AND

3. CONTRACTOR TO CONSTRUCT A 10 FT. BENCH

SEE DRAWING 822N3066.

AND DEVELOPED FROM EXPLORATORY BORINGS,

2. TOP OF ROCK ELEVATIONS ARE APPROXIMATE

EL. 284+/-

STATION 15+00B

350350

350350

0+00 1+00 2+00 3+00 4+00

5+00

EL.343.5

EL. 261

EL.345

35'-0"

EL.289.0

HIGHEST LOCK FLOOR EL. 285.00

SCALE: 1''= 20'

GRAPHIC SCALE

CHIEF, CIVIL DESIGN BRANCH

VANESSA C. BATEMAN

BENJAMIN L. ROHRBACH P.E.

MICHAEL A. MORRISON NICOLE C. BERGER

SCALE:

H

F

G

E

3 4 5 6

D

C

B

A

2 3 4 5 6

REV NO.TASK COMPLETED BY:

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

F

CD

REV

DISCIPLINE

INTERFACE

E

7 8 9

D

C

B

A

US Army Corps of Engineers

Nashville District

SUBMITTED BY:

APPROVED BY:

:5 b a n e r

P l m e

P l t e

F i m e

DESIGNED BY:

DRAWN BY:

CHECKED BY:

EL. 284+/-

LOCK EXCAVATION

MSE

MSE

LOCK ADDITION

MSE MSE

61N651-27

ALD

61N651-27

EXCAVATION SECTION

SECTION AT 15+00B

M-31

M-31C

EL 303.00

EL 276.00

EL 382.00

80'-0"

L-31

EXISTING SURFACE

LC NEW LOCK, 2+15R

10'-0"

APPROXIMATE TOP OF ROCKAPPROXIMATE TOP OF ROCK

FUTURE MIDDLE WALL FUTURE LAND WALL

ROBERT F. KNOX

COFFERDAM

EXISTING SEGMENTAL

1.5

NOTES:

LEGEND:

FUTURE LOCK MONOLITH

APPROXIMATE TOP OF ROCK

EXCAVATION GRADE

LOCATIONS.

4. SEE DRAWING 61N651-20 FOR CROSS SECTION

AS CATCHMENT FOR OVERBURDEN SLOPE.

AT TOP OF ROCK FOR WORKER SAFETY AND

3. CONTRACTOR TO CONSTRUCT A 10 FT. BENCH

SEE DRAWING 822N3066.

AND DEVELOPED FROM EXPLORATORY BORINGS,

B

B

285 285

276 276

282 282

303303

EXCAVATION LIMITS

CL EXISTING LOCK

EL 25

EL 23

EL 24

EL 10EL 11EL 12EL 13EL 14EL 15EL 16EL 17EL 18AEL 18BEL 19EL 20EL 21EL 22 EL 2EL 3EL 4EL 5EL 6EL 7EL 8EL 9

.5

.1

L

OFFSET 2+15R

C FUTURE LOCK

OFFSET 1+75R

L-8 L-7 L-6 L-5 L-4

M-5 M-4

11A

2A

3A

FLOW

NOTES:

GRAPHIC SCALE

VANESSA C. BATEMAN

BENJAMIN L. ROHRBACH P.E.

MICHAEL A. MORRISON NICOLE C. BERGER

LEGEND:

WITH ELEVATION

EXCAVATION LIMITS

1. COORDINATES IN KENTUCKY STATE PLANE,

NAD 83 (FT.) DATUM.

2. ELEVATION IN FEET ABOVE MSL, NGVD29.

3.

CONDTIONS ENCOUNTERED.

AND MAY VARY BASED ON ACTUAL

EXCAVATION LIMITS ARE APPROXIMATE

INITIAL ISSUE

1" = 50'

MSE ALD MSE

822N3060

822N3060

MSE

ALD

2018/02/08

H

F

G

E

3 4 5 6

D

C

B

A

2 3 4 5 6

REV NO.TASK COMPLETED BY:

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

F

CD

REV

DISCIPLINE

INTERFACE

E

7 8 9

D

C

B

A

US Army Corps of Engineers

Nashville District

SUBMITTED BY:

APPROVED BY:

:4 c u s e r s h e c x d e k d o c u m e n t s p w w o r k c e lr n d m s

N .d g n

P l m e

P l t e

F i m e

DESIGNED BY:

DRAWN BY:

CHECKED BY:

REVISION R CHIEF, ENGINEERING CONSTRUCTION DIVISION

050 25 50 100FT

SCALE: 1''= 50'

ROCK EXCAVATION PLAN

B

B

B

FLOW

LC EXISTING LOCK

S T

A

B

S

B

S

B

S T

A

B

S T

A

B

S T

A

B

S T

A

B

S T

A

B

S T

A

B

S T

A

B

S

B

S

B

S

B

S

A

S

S

B

S

B

S

B

S

B

B

B

B

B

B

B

S T

A

S T

A

B

S T

A

S T

A

S T

A

S T

A

S T

A

S T

A

S T

A

S T

A

S T

A

B

B

B

B

B

B

B

N

C B

C B

B

B

CL EXISTING LOCK

EL 25

EL 23

EL 24

EL 10EL 11EL 12EL 13EL 14EL 15EL 16EL 17EL 18AEL 18BEL 19EL 20EL 21EL 22 EL 2EL 3EL 4EL 5EL 6EL 7EL 8EL 9

L

OFFSET 2+15R

C FUTURE LOCK

L-8 L-7 L-6 L-5 L-4

M-5 M-4

11A

2A

3A

FLOW

NOTES:

GRAPHIC SCALE

VANESSA C. BATEMAN

BENJAMIN L. ROHRBACH P.E.

MICHAEL A. MORRISON NICOLE C. BERGER

LEGEND:

WITH ELEVATION

EXCAVATION LIMITS

ELEVATION IN FEET ABOVE MSL, NGVD29.2.

COORDINATES IN KENTUCKY STATE PLANE, 1.

H

F

G

E

3 4 5 6

D

C

B

A

2 3 4 5 6

REV NO.TASK COMPLETED BY:

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

F

CD

REV

DISCIPLINE

INTERFACE

E

7 8 9

D

C

B

A

US Army Corps of Engineers

Nashville District

SUBMITTED BY:

APPROVED BY:

:4 c u s e r s h e c x d e k d o c u m e n t s p w w o r k c e lr n d m s

N .d g n

P l m e

P l t e

F i m e

DESIGNED BY:

DRAWN BY:

CHECKED BY:

REVISION R CHIEF, ENGINEERING CONSTRUCTION DIVISION

050 25 50 100FT

SCALE: 1''= 50'

PHASE I

822N3061

822N3061

MSE

ALD

MSE

ROCK EXCAVATION PLAN

B

B

B

B

B

FLOW

LC EXISTING LOCK

S T

A

B

S

B

S

B

S T

A

B

S T

A

B

S T

A

B

S T

A

B

S T

A

B

S T

A

B

S T

A

B

S

B

S

B

S

B

S

A

S

S

B

S

B

S

B

S

B

B

B

B

B

B

B

S T

A

S T

A

B

S T

A

S T

A

S T

A

S T

A

S T

A

S T

A

S T

A

S T

A

S T

A

B

B

B

B

B

B

B

N

C B

B

B

CL EXISTING LOCK

EL 25

EL 23

EL 24

EL 10EL 11EL 12EL 13EL 14EL 15EL 16EL 17EL 18AEL 18BEL 19EL 20EL 21EL 22 EL 2EL 3EL 4EL 5EL 6EL 7EL 8EL 9

L

OFFSET 2+15R

C FUTURE LOCK

L-8 L-7 L-6 L-5 L-4

M-5 M-4

11A

2A

3A

FLOW

NOTES:

GRAPHIC SCALE

VANESSA C. BATEMAN

BENJAMIN L. ROHRBACH P.E.

MICHAEL A. MORRISON NICOLE C. BERGER

LEGEND:

WITH ELEVATION

H

F

G

E

3 4 5 6

D

C

B

A

2 3 4 5 6

REV NO.TASK COMPLETED BY:

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

F

CD

REV

DISCIPLINE

INTERFACE

E

7 8 9

D

C

B

A

US Army Corps of Engineers

Nashville District

SUBMITTED BY:

APPROVED BY:

:4 c u s e r s h e c x d e k d o c u m e n t s p w w o r k c e lr n d m s

N .d g n

P l m e

P l t e

F i m e

DESIGNED BY:

DRAWN BY:

CHECKED BY:

REVISION R CHIEF, ENGINEERING CONSTRUCTION DIVISION

PHASE II

822N3062

822N3062

MSE

ALD

MSE

ROCK EXCAVATION PLAN

B

B

B

B

B

FLOW

LC EXISTING LOCK

S T

A

B

S

B

S

B

S T

A

B

S T

A

B

S T

A

B

S T

A

B

S T

A

B

S T

A

B

S T

A

B

S

B

S

B

S

B

S

A

S

S

B

S

B

S

B

S

B

B

B

B

B

B

B

S T

A

S T

A

B

S T

A

S T

A

S T

A

S T

A

S T

A

S T

A

S T

A

S T

A

S T

A

B

B

B

B

B

B

B

N

C B

C B

B

B

282282

CL EXISTING LOCK

EL 25

EL 23

EL 24

EL 10EL 11EL 12EL 13EL 14EL 15EL 16EL 17EL 18AEL 18BEL 19EL 20EL 21EL 22 EL 2EL 3EL 4EL 5EL 6EL 7EL 8EL 9

L

OFFSET 2+15R

C FUTURE LOCK

L-8 L-7 L-6 L-5 L-4

M-5 M-4

11A

2A

3A

FLOW

NOTES:

GRAPHIC SCALE

VANESSA C. BATEMAN

BENJAMIN L. ROHRBACH P.E.

MICHAEL A. MORRISON NICOLE C. BERGER

LEGEND:

WITH ELEVATION

H

F

G

E

3 4 5 6

D

C

B

A

2 3 4 5 6

REV NO.TASK COMPLETED BY:

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

F

CD

REV

DISCIPLINE

INTERFACE

E

7 8 9

D

C

B

A

US Army Corps of Engineers

Nashville District

SUBMITTED BY:

APPROVED BY:

:4 c u s e r s h e c x d e k d o c u m e n t s p w w o r k c e lr n d m s

N .d g n

P l m e

P l t e

F i m e

DESIGNED BY:

DRAWN BY:

CHECKED BY:

REVISION R CHIEF, ENGINEERING CONSTRUCTION DIVISION

PHASE III

822N3063

822N3063

MSE

ALD

MSE

ROCK EXCAVATION PLAN

B

B

B

B

B

FLOW

LC EXISTING LOCK

S T

A

B

S

B

S

B

S T

A

B

S T

A

B

S T

A

B

S T

A

B

S T

A

B

S T

A

B

S T

A

B

S

B

S

B

S

B

S

A

S

S

B

S

B

S

B

S

B

B

B

B

B

B

B

S T

A

S T

A

B

S T

A

S T

A

S T

A

S T

A

S T

A

S T

A

S T

A

S T

A

S T

A

B

B

B

B

B

B

B

N

C B

B

B

PRESPLIT LINES

LINE DRILLING

CL EXISTING LOCK

EL 25

EL 23

EL 24

EL 10EL 11EL 12EL 13EL 14EL 15EL 16EL 17EL 18AEL 18BEL 19EL 20EL 21EL 22 EL 2EL 3EL 4EL 5EL 6EL 7EL 8EL 9

.1

L

OFFSET 2+15R

C FUTURE LOCK

SEE NOTE 3

L-8 L-7 L-6 L-5 L-4

M-5 M-4

11A

2A

3A

FLOW

VANESSA C. BATEMAN

BENJAMIN L. ROHRBACH P.E.

MICHAEL A. MORRISON NICOLE C. BERGER

LEGEND:

NOTES:

GRAPHIC SCALE

3. EXPECTED LOW TOP OF ROCK

4.

THAN 90 DEGREES.

INSIDE CORNERS THAT ARE EQUAL TO OR LESS

AND FIVE (5) FEET ON EITHER SIDE OF

THAT ARE EQUAL TO OR LESS THAN 120 DEGREES,

FEET ON EITHER SIDE OF OUTSIDE CORNERS

LINE DRILLING SHALL BE PERFORMED TEN (10)

H

F

G

E

3 4 5 6

D

C

B

A

2 3 4 5 6

REV NO.TASK COMPLETED BY:

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

F

CD

REV

DISCIPLINE

INTERFACE

E

7 8 9

D

C

B

A

US Army Corps of Engineers

Nashville District

SUBMITTED BY:

APPROVED BY:

:4 c u s e r s h e c x d e k d o c u m e n t s p w w o r k c e lr n d m s

N .d g n

P l m e

P l t e

F i m e

DESIGNED BY:

DRAWN BY:

CHECKED BY:

REVISION R CHIEF, ENGINEERING CONSTRUCTION DIVISION

822N3064

822N3064

MSE

ALD

MSE

PRESPLIT AND LINE DRILLING

STA. 13+50

PRESPLIT LINE

STA. 13+17

PRESPLIT LINE

B

B

B

B

B

FLOW

LC EXISTING LOCK

S T

A

B

S

B

S

B

S T

A

B

S T

A

B

S T

A

B

S T

A

B

S T

A

B

S T

A

B

S T

A

B

S

B

S

B

S

B

S

A

S

S

B

S

B

S

B

S

B

B

B

B

B

B

B

S T

A

S T

A

B

S T

A

S T

A

S T

A

S T

A

S T

A

S T

A

S T

A

S T

A

S T

A

B

130'

CENTERLINE OF FUTURE LOCK

PRESPLIT LINE OFFSET FROM

140'

CENTERLINE OF FUTURE LOCK

PRESPLIT LINE OFFSET FROM

130'

PRESPLIT LINE OFFSET FROM

140'

CENTERLINE OF FUTURE LOCK

PRESPLIT LINE OFFSET FROM

50'

CENTERLINE OF FUTURE LOCK

PRESPLIT LINE OFFSET FROM

B

B

B

B

B

B

N

STA. 14+04

PRESPLIT LINE

STA. 13+42

PRESPLIT LINE

50'

CENTERLINE OF FUTURE LOCK

PRESPLIT LINE OFFSET FROM

119'

PRESPLIT LINE OFFSET FROM

55'

CENTERLINE OF FUTURE LOCK

PRESPLIT LINE OFFSET FROM

C B

Standard Penetration & CoredDC

Auger HoleA

Standard Penetration

C

C

Vertical Core Hole

Angle Core Hole

DESCRIPTIONSYMBOLLETTER

Cone PenetrometerCPT

VANESSA C. BATEMAN

BENJAMIN L. ROHRBACH P.E.

MICHAEL A. MORRISON NICOLE C. BERGERROBERT F. KNOX

and if sticky, the specimen should be spread out in a thin layer and allowed to lose some moisture by evaporation. Then the specimen is rolled out by hand on a smooth surface or between the palms into a thread about one-eighth inch in diameter. The thread is then folded and rolled repeatedly. During the manipulation the moisture content is gradually reduced is reached.

continued until the lump crumbles.

The tougher the thread near the plastic limit and the stiffer the lump when it finally crumbles, the more potent is the colloidal clay fraction in the soil. Weakness of the thread at the plastic limit and quick loss of coherence of the lump below the plastic limit indicate either which occur below the A-line.

Highly organic clays have a very weak and spongy feel at the plastic limit.

After removing particles larger than the No. 40 sieve size, a specimen of soil about one-halfAfter removing particles larger then No. 40 sieve size, prepare a pat of water if necessary to make the soil soft but not sticky.

Place the pat in the open palm of one hand and shake horizontally, reaction consists of the appearance of water on the surface of the pat sample is squeezed between the fingers, the water and gloss disappear from the surface, the pat stiffens, and finally it cracks or crumbles.

The rapidity of appearance of water during shaking and of its disap-pearance during squeezing assist in identifying the character of the fines in a soil.

Very fine clean sands give the quickest and most distinct reaction

Adopted by Corps of Engineers and Bureau of Reclamation, January 1952.

striking vigorously against the other hand several times. A positive which changes to a livery consistency and becomes glossy. When the whereas a plastic clay has no reaction. Inorganic silts, such as a typical

(1) Boundary classifications. Soils possessing characteristics of two groups are designated by combinations of group symbols. For example GW-GC, well-graded gravel-sand mixture with clay binder.

FIELD IDENTIFICATION PROCEDURES FOR FINE-GRAINED SOIL OR FRACTIONS

crumbling between the fingers. This strength is a measure contained in the soil. The dry strength increases with of the character and quantity of the colloidal fraction

After removing particles larger than No. 40 sieve size, mold a necessary. Allow the pat to dry completely by oven, sun, strength. Silty fine sands and silts have about the same slight dry strength, but can be distinguished by the feel when powdering the dried specimen. Fine sand feels gritty feel of flour.

High dry strength is characteristic for clays of the CH group.

A typical inorganic silt possesses only very slight dry whereas a typical silt has the smooth

GW

GP

GM

GC

SW

SP

SM

SC

Well-graded gravels, gravel-sand mixtures, little or no fines.

Poorly-graded gravels, gravel-sand mixtures, little or no fines.

Clayey gravels, gravel-sand-clay mixtures

Well-graded sands, gravelly sands, little or no fines.

Poorly-graded sands, gravelly sands, little or no fines.

Silty sands, sand-silt mixtures.

Clayey sands, sand-clay mixtures.

Typical Names Group

Symbols Major Divisions

1 2 3 4

C o a r s e g r a in e d

S o il s

S a n d s

G r a v e ls

M o r e t h a n h a lf o f c o a r s e f r a c t io n M o r e t h a n h a lf o f c o a r s e f r a c t io n

F o r v is u a l c la s s if ic a t io n t h e in s iz m y b e u s e d a s e q u iv a le n t t o

C le n

G r a v e ls

L it t le o r n o f in e s

G r a v ls w it h

F in e s

A p p r e c ia b le a m o u n t o f f in e s

C le a n

S a n d s

L it t le f in e s

S a n d s w it h

F in e s

A p p r e c ia b le a m o u n t o f f in e s

Field Identification Procedures

(Excluding particles larger than 3 inches and basing fractions on estimated weights)

Wide range in grain sizes and substantial amounts

Predominantly one size or a range of sizes with some intermediate sizes missing

Nonplastic fines or fines with low plasticity (for

Plastic fines (for identification procedures see CL below)

Wide range in grain size and substantial amounts

Predominantly one size or a range of sizes with some intermediate sizes missing

Nonplastic fines or fines with low plasticity (for

Plastic fines (for identification procedures see

CL below).

Identification Procedures on Fraction Smaller than NO. 40 Sieve Size identification procedures see ML below).

of all intermediate particle sizes.

identification procedures see ML below).

of all intermediate particle sizes

Silty gravels, gravel-sand-silt mixtures

Information Required for

Describing Soils

For undisturbed soils add information on drainage characteristics and hardness of the coarse grains;

pertinent descriptive information, Example:

cementation, moisture conditions and local or geologic name and other and symbol in parentheses.

angular gravel particles 1/2-inch well-compacted and moist in place;

alluvial sand; (SM).

maximum size; rounded and subangular

Give typical name; indicate approximate stratification, degree of compactness percentages of sand and gravel, max.

Silty sand, gravelly; about 20% hard, sand grains coarse to fine; about 15% size, angularity, surface condition, D e t e r m in e p e r c e n t a g e s o f g r a v e l a n d s a n d f r g a in s iz e c u r v e s ie v e s iz e c o a r s e g r a in e d s o il s a r e c la s s if ie d a s f o ll o w s

L e s s t h a n

M o r e t h a n t o

G W

G P

S W

S P

G M

G C

S M

S C

B o r d e r li n e c a s e s r e q u ir in g u s e o f d u a l s y m b o ls

U s e g r a in s iz e c u r v e in id e n t if y in g t h e f r a c t io n s a s g iv e n u n d e r f ie ld id e n t if ic a t io n

Laboratory Classification

Criteria

Atterberg limits above "A" line with PI greater than 7

Atterberg limits below "A" line Limits plotting in hatched zone with

PI between 4 and 7 are borderline cases requiring use of dual symbols.

or PI less than 4

Not meeting all gradation requirements for SW x10

D

D

D60 u

D C =

D

Cc Between 1 and 3

Atterberg limits below "A" line or PI less than 4

Atterberg limits above "A" line with PI greater than 7

Not meeting all gradation requirements for GW

Above "A" line with

PI between 4 and 7 are borderline cases requiring use of dual symbols.

x10

D

D

D60 u

D C = Greater than 6

D

Cc Between 1 and 3

Greater than 4

0 10 20 30 40 50 60 70 80 90 100

CL-ML

CL

CH

OH

MH

ML

Toughness and Dry Strength Increase with Increasing Plasticity Index

A- Lin e

P L

A S

T

IC

IT

Y

IN

D E

X

LIQUID LIMIT

PLASTICITY CHART

For laboratory classification of fine-grained soils

Comparing Soils at Equal Liquid Limit

Dry Strength

(Crushing characteristics)

Dilatancy

(Reaction to shaking)

Toughness

(Consistency near PL)

None to slight Quick to slow None

Medium to high None to very slow Medium

Slight to medium Slow Slight

Slight to medium Slow to none Slight to medium

High to very high None High

None to very slow Slight to medium

Readily identified by color, odor, spongy feel and frequently by fibrous texture.

Example:

For undisturbed soils add information on structure, stratification, consistency in undisturbed and remolded states, moisture and drainage condition.

character of plasticity, amount and maximum size of coarse grains, color geologic name, and other pertinent in parentheses.

in wet condition, odor if any, local or small percentage of fine sand, Give typical name, indicate degree and descriptive information, and symbol

Clayey silt, brown, slightly plastic, numerous vertical root holes, firm and dry in place, loess, (ML).

F in e g r a in e d

S o il s

S il t s a la y s

L iq u id li m it g r e a t e r t h a n

ML

CL

OL

MH

CH

OH

PtHighly Organic Soils Peat and other highly organic soils.

Organic clays of medium to high plasticity organic silts.

Organic silts and organic silty clays of low plasticity.

Inorganic clays of low to medium plasticity, or lean clays.

clayey silts with slight plasticity.

Medium to high

Inorganic silts and very fine sands, rock flour, silty or clayey fine sands or

Organic silts, micaceous or diatomaceous fine sandy or silty soils, elastic silts.

Inorganic clays of high plasticity, fat clays.

gravelly clays, sandy clays, silty clays, S il t s a la y s

L iq u id li m it le s s t h a n

U N I F I E D S O I L C L A S S I F I C A T I O N (Including Identification and Description)

M o r e t h a n h a lf f t e r ia l is la r g e r t h s ie v e s iz e is la r g e r t h s ie v e s iz e is s m a ll e r t h s ie v e s iz e t h s ie v e s iz e

M o r e t h a n h a lf f t e r ia l is s m a ll e r t h s ie v e s iz e

T h s ie v e s iz e is a b o u t t h e s m a ll e s t p a r t ic le v is ib le t o t h e n a k e d e y e

D e p e n d in g o n p e r c e n t a g e o f f in e s f r a c t io n s m a ll e r t h nonplastic fines with low dry strength;

moist soil with a volume of about one-half cubic inch. Add enough rock flour, show a moderately quick reaction.

DILATANCY (Reaction to shaking)

DRY STRENGTH (Crushing characteristics) screening is not intended, simply remove by hand the coarse particles that interfere with the tests.

pat of soil to the consistency of putty, adding water if or air drying, and then test its strength by breaking and

These procedures are to be performed on the minus No. 40 sieve size particles, approximately in. For field classification purposes

After the thread crumbles, the pieces should be lumped together and a slight kneading action inorganic clay of low plasticity, or materials such as kaolin-type clays and organic clays and the specimen stiffens, finally loses its plasticity, and crumbles when the plastic limit inch cube in size, is molded to the consistency of putty. If too dry, water must be added

TOUGHNESS (Consistency near plastic limit)

(2) All sieve sizes on this chart are U.S. standard.

increasiny plasticity.

accum at accumulated

A B B R E V I A T I O N S 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 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 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 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 rk rnd

RQD

sat rock round rock quality designation saturated

REF refusal 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 v 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

* When using as the plural form add "s"

A BLOW COUNT OF HIGHER THAN 50 BLOWS PER HALF FOOT IS NORMALLY DEFINED AS REFUSAL FOR

IS DEFINED AS THE POINT BEYOND WHICH FURTHER PENETRATION WAS IMPRACTICABLE WITH THE

EXPLORATION METHOD USED.

BE DETERMINED BY SEPARATE OBSERVATIONS. WATER LEVEL READINGS WERE NOT TAKEN ON EVERY

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

GROUNDWATER.

WHEREVER THE METHOD OF EXPLORATION PRECLUDED THE POSSIBILITY OF RECOVERING SAMPLES

SOME OF THE EXPLORATORY BORINGS ARE PROJECTED ON THE SOIL AND ROCK PROFILES.

1.

2.

3.

4.

5.

6.

GENERAL NOTES

STANDARD PENETRATION HOLES. FOR ALL OTHER HOLES DRILLED THROUGH OVERBURDEN, REFUSAL

ABOVE ROCK, SUITABLE FOR EXAMINATION OR TESTS, THE MATERIAL IS DENOTED AS OVERBURDEN.

FOR DISTANCES, SEE PLANS OF EXPLORATION.

WATER ELEVATIONS INDICATED ( ) IN CORE (C), DENSION (U), DRIVE SAMPLED (D), AUGER (A), AND

ACTUAL LEVEL OF GROUNDWATER ON ANY DATE OTHER THAN THAT SHOWN ON THE LOGS MUST

GROUNDWATER LEVELS WILL VARY IN ACCORDANCE WITH RAINFALL AND STREAM STAGES, THEREFORE

RQD IS A MEASURE OF THE ROCK QUALITY. ALL LENGTHS OF CORE RECOVERED OVER 4 INCHES

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

BEEN RECOVERED AND EXPRESSED AS A PERCENTAGE.

ALL ELEVATIONS ARE IN FEET AND REFER TO NATIONAL GEODETIC VERTICAL DATUM (NGVD).

7.

WASHBORINGS (WB) MAY HAVE BEEN INFLUENCED BY TRAPPEDDRILLING FLUID OR AN INSUFFICIENT

PASSAGE OF TIME TO PERMIT BORING TO REFLECT ACTUALGROUND WATER ELEVATION.

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'

TERMS FOR THICKNESS

OF BEDDING

Very soft or plastic

Soft

Moderately hard

Can be indented easily with thumb

Can be scratched with fingernail

Can be scratched easily with knife;

cannot 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

LEGEND FOR BORING TYPE

SHOWN ON EXPLORATION PLANS

HOLE NUMBER AND TYPE

LEGEND FOR LOGS OF BORINGS AND

SUBSURFACE PROFILES AND SECTIONS

BOTTOM OF HOLE ELEVATION

GENERAL BEDROCK DESCRIPTION

weathered solution channels occur along joints and bedding planes.

FORT PAYNE FORMATION LIMESTONE: Thin bedded to massive, hard to very hard, dark gray to black, fine-to medium-grained limestone, with numerous lenses and nodules of very hard, black chert. In core samples, chert is found to comprise about 30% of the total. Numerous weathered solution channels occur along joints and bedding planes.

to medium-grained limestone, occasional lenses and nodules of very hard, black chert. Numerous

WARSAW FORMATION LIMESTONE: Thin bedded to massive, hard to very hard, medium to dark gray, fine-

SUFACE…