KYL DSLM_Industry Day_Plans_Folio_1.pdf

PDF 15 MB Posted Feb 21, 2020

Attached to: Kentucky Lock-Downstream Lock Monolith Industry Day
Solicitation number: W912P5-FY20-KY-DLM-IndustryDay
Issued by: Department of the Army Corps of Engineers Engineering District Nashville

About this file

Written by GovTribe AI · Dec 28, 2023

This special notice from the U.S. Army Corps of Engineers announces an industry day conference to seek feedback on draft plans and specifications for the downstream lock monolith construction contract at Kentucky Lock and Dam. The base contract includes limited rock excavation, over 400,000 cubic yards of concrete placement, steel embeds, miter gate fabrication and installation, bridge construction, and backfilling. Options may include additional excavation and concrete work. The conference on March 3 will include presentations and a site visit, with individual feedback sessions by request. Comments on the draft documents are due by March 31. The estimated value is $250-500 million with a 56-month period of performance. The NAICS code is 237990. Small businesses must be under $36.5 million.

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Other files

File	Type	Posted
KYL DSLM_Industry Day_Plans_Folio_1.pdf	PDF	Feb 24, 2020
KYL DSLM_Industry Day_Plans_Folio_4.pdf	PDF	Feb 21, 2020
Questionnaire Hand Out On Industry Day.pdf	PDF	Feb 21, 2020
KYL DSLM Options scope breakout Feb 2020 Qs v1.pdf	PDF	Feb 21, 2020
KYL-DS LOCK EXCAVATION OPTIONS-GEOLOGIC FEATURES (FINAL).jpg	JPG image	Feb 21, 2020
KYL-DS LOCK EXCAVATION OPTIONS (FINAL).jpg	JPG image	Feb 21, 2020
KYL DSLM_Industry Day_Plans_Folio_3.pdf	PDF	Feb 21, 2020
KYL DSLM_Industry Day_Plans_Folio_2.pdf	PDF	Feb 21, 2020
Site Visit Form_Industry Day 3Mar20.pdf	PDF	Jan 29, 2020

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CONCRETE

INDENTIFICATION NUMBER

DETAIL

IS SHOWN

WHICH THE DETAIL

DRAWING NUMBER ON

XXXXXXX

DRAINAGE SLOPE

CURVE DELTA ANGLE

CURVE RADIUS

CURVE TANGENT

PROFILE DESIGNATION

SHEET LOCATIONDESIGNATION

STATION OR OFFSET

DIRECTION DESIGNATION

RIPRAP

AGGREGATE

DEMOLITION, EXCEPT WHEN NOTED

CLAY

COE

CMP

CLSM

CFS

CORPS OF ENGINEERS

CORRUGATED METAL PIPE

CONTROLLED LOW-STRENGTH MATERIALS

CENTER LINE

CUBIC FEET PER SECOND

CONTROL BOX

BRIDGE

LTG

LBS

NORTH AMERICAN VERTICAL DATUM

NORTH

MINIMUM

MANHOLE

MANUFACTURER

MANUFACTURED

MECHANIC

MAXIMUM

MAINTENANCE

NAVD

MIN

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

PVT

PVI

PVC

PSS

PSI

PROP LOCK

WKYRECC

V:H

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

XFMR

TRANS

TEL

RECC

PWR

NEMA 3R

KVA

ETC

CONTR

COND

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

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

CSB

EXP

EXH

EXC

EX, EXIST

ENG

ELEV

DWG

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

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

NTS

OFF

P&L

PERF

U/S, US

TYP

TVA

T/LOCK

STD

STA

UPSTREAM

TYPICAL

TENNESSEE VALLEY AUTHORITY

TURNING POINT

TOP OF LOCK

STANDARD

STATION

KYTC

INV

HWY

HSE

HEX

HEI

HDPE

FLD

KENTUCKY TRANSPORTATION CABINET

JUNCTION BOX

INVERT

INTERSTATE

HIGHWAY

HOUSE

HEADQUARTERS

HEXAGONAL

HANSON ENGINEERING INCORPORATED

HIGH DENSITY POLYETHYLENE

FEET

FIELD

SPEC

SDR

SCH

REINF

RCP

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:

3 4 5 6

2 3 4 5 6

REV NO.TASK COMPLETED BY:

DO NOT ALTER MANUALLY

C.A.D. DRAWING

ISSUED BY:

TENNESSEE VALLEY AUTHORITY

FOSSIL AND HYDRO ENGINEERING

AUTOCAD R

DATE

PLOT FACTOR:

REVIEWED BY: APPROVED BY:

AS CONST

EXCEPT AS NOTED

NO.

REV.

DATE

DRWNDSGN CHKD RVWDSUPV APPD

PROJECT

ISSD

REV

DISCIPLINE

INTERFACE

7 8 9

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

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

.d g n

DRAWN BY:

CHECKED BY:

REVISION R CHIEF, ENGINEERING CONSTRUCTION DIVISION0

C07

N_TVA

INITIAL ISSUE

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

XXX-XXX

XXX X+XX X

XXX-XXX

BDS

DOWNSTREAM LOCK EXCAVATION

KENTUCKY PROJECT

61N247-70

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

BENJAMIN L. ROHRBACH P.E.

VANESSA C. BATEMAN

KENTUCKY LOCK ADDITION

AS-AWARDED CERTIFIED FINAL

SEP/18

IDENTIFIER

STRUCTURE

SEE NOTE 1

AT MAXIMUM SAG,

WIRE ELEVATION

DRAWING NUMBER

REFERENCE

411.0

415.0

413.0

490.0

LW-2666s2

LW-2284s1

LW-3068s1

LW-2986s1AA

LW-3395s1B

LW-5732s4A

LW-2171s1A

VOLTAGE

69 KV

161 KV

STRUCTURE LOW CHORD ELEVATION

US 62/641 BRIDGE

I-24 BRIDGE

P&L RAILWAY BRIDGE

389.0

386.5

387.3RAILROAD & ACCESS BRIDGE

C B

CB 0200 100 200 400FT

SCALE: 1''= 200'

C B

PRAP

PAVED DITCH

0 4

PAVED DITCH

CEMETERY

RAP

LLBOARD

RAP

U .S

385 4

U .S

RAP

U .S

HOPPER

PRAP

W.E

5.1

W.E

6.1

PRAP

C07

N_TVA

---NCBMAMRFK-

INITIAL ISSUE

FLOW

SCALE:

3 4 5 6

2 3 4 5 6

REV NO.TASK COMPLETED BY:

DO NOT ALTER MANUALLY

C.A.D. DRAWING

ISSUED BY:

TENNESSEE VALLEY AUTHORITY

FOSSIL AND HYDRO ENGINEERING

AUTOCAD R

DATE

PLOT FACTOR:

REVIEWED BY: APPROVED BY:

AS CONST

EXCEPT AS NOTED

NO.

REV.

DATE

DRWNDSGN CHKD RVWDSUPV APPD

PROJECT

ISSD

REV

DISCIPLINE

INTERFACE

7 8 9

US Army Corps of Engineers

Nashville District

SUBMITTED BY:

APPROVED BY:

:0 b a n e r

P l m e

P l t e

F i m e

DRAWN BY:

CHECKED BY:

REVISION R CHIEF, ENGINEERING CONSTRUCTION DIVISION

1.3

PRAP

320325

U .S

DENSE

VEGETATI

0 3

LLBOARD

U .S

OVERHEAD

PES

TENNESSEE RIVER

KENTUCKY LAKE

NOTES:

BDS

DEK

GRAPHIC SCALE

BDS DEK

CHIEF, CIVIL DESIGN BRANCH

EXISTING KENTUCKY DAM

POWERHOUSE ISLAND

KENTUCKY LOCK, DAM

AND HYDRO PLANT,

R E

L O

C A

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

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

SEE DWG 61N247-74

DISPOSAL AREA "D"

KENTUCKY LOCK ADDITION

AS-AWARDED CERTIFIED FINAL

SEP/18

TRANSMISSION LINE SAG ELEVATION

BRIDGE LOW CHORD ELEVATION

L O

C A

L W

A Y

5 3

0 3

0200 100 200 400FT

SCALE: 1''= 200'

PRAP

PAVED DITCH

P P

PAVED DITCH

CEMETERY

RAP

LLBOARD

RAP

P P

RAP

U .S

P P

HOPPER

PRAP

W.E

5.1

W.E

6.1

PRAP

N_TVA

INITIAL ISSUE

FLOW

1.3

PRAP

C B

W.E

6.8

C B

U .S

P P

C B

P P

P P P

P P

EXISTING KENTUCKY DAM

TENNESSEE RIVER

KENTUCKY LAKE

NOTES:

C B

GRAPHIC SCALE

TOWER RETAINING WALLS

EXISTING TRANSMISSION

0 3

0 4

385 4

320325

P P

U .S

PRAP

W.E

2.7

W.E

0.5

W.E

0.4

BRUSH

CHIEF, CIVIL DESIGN BRANCH

LEGEND:

PRAP

W.E

6.5

FOUNDATI

TRAINING DIKE

RIVER CURRENT

HAUL ROAD

U .S

U S

POWERHOUSE ISLAND

EAST BANK RIVER ACCESS RAMP

LAKE ACCESS AREA

EXISTING KENTUCKY LOCK

CL FUTURE LOCK

CONSTRUCTION WORK LIMITS

S T

I M

I T

C U

R T

S N

O C

S T

I M

I T

C U

R T

S N

O C

KENTUCKY PROJECT

DISPOSAL AREAS

SEE NOTE 3.

DUAL USE ACCESS CORRIDOR.

SEE SHEET 510N104A

DISPOSAL AREA D

SEE NOTE 4.

CONSTRUCTION LIMITS.

DOWNSTREAM COFFERDAM

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

BENJAMIN L. ROHRBACH P.E.

VANESSA C. BATEMAN

DISPOSAL AREA A

SEE NOTE 4 FOR LIMITATIONS.

DUAL ACCESS LIMITS.

CONSTRUCTION LIMITS UNTIL JAN. 2019.

SITE, DEMOLITION AND UTILITY RELOCATION

DOWNSTREAM COFFERDAM CONSTRUCTION LIMITS.

NEW MAINTENANCE BLDG.

COMPLETION OF COFFERDAM CONTRACT.

DOWNSTREAM LOCK EXCAVATION CONTRACTOR FOR HIS USE UPON

LOCK CROSSOVER BRIDGES WILL BE RELEASED TO THE

4. DOWNSTREAM COFFERDAM CONSTRUCTION LIMITS DOWNSTREAM OF

COORDINATE USE WITH CONTRACTING OFFICER.

AND LOCK OPERATIONS PERSONNEL ON SITE. CONTRACTOR SHALL

3. DUAL USE ACCESS CORRIDOR TO BE SHARED BY ALL CONTRACTORS

WITH FUTURE AND CURRENT CONTRACTORS.

2. IDENTIFIED HAUL ROAD WILL BE REQUIRED TO BE SHARED

OFFICER.

LOCATIONS SUBJECT TO APPROVAL BY THE CONTRACTING

RESPONSIBLE FOR SURVEYING WORK LIMITS, WITH ACTUAL

1. WORK LIMITS SHOWN ARE APPROXIMATE. CONTRACTOR IS

SHARED HAUL ROAD

BDS

61N247-72

CELRN

SEP/18

BDS

RFK MAM NCB

KENTUCKY LOCK ADDITION

DOWNSTREAM LOCK EXCAVATION

SCALE: 1" = 200'

3 4 5 6

2 3 4 5 6

REV NO.TASK COMPLETED BY:

DO NOT ALTER MANUALLY

C.A.D. DRAWING

ISSUED BY:

TENNESSEE VALLEY AUTHORITY

FOSSIL AND HYDRO ENGINEERING

AUTOCAD R

DATE

PLOT FACTOR:

REVIEWED BY: APPROVED BY:

AS CONST

EXCEPT AS NOTED

NO.

REV.

DATE

DRWNDSGN CHKD RVWDSUPV APPD

PROJECT

ISSD

REV

DISCIPLINE

INTERFACE

7 8 9

US Army Corps of Engineers

Nashville District

SUBMITTED BY:

APPROVED BY:

:1 b a n e r

P l m e

P l t e

F i m e

DRAWN BY:

CHECKED BY:

REVISION R CHIEF, ENGINEERING CONSTRUCTION DIVISION

C B

BOAT BASIN

CONSTRUCTION LIMITS

CURRENT CONTRACTS

AS-AWARDED CERTIFIED FINAL

BDS

DEK/CDH

BDSDEK

5 3

0 3

0200 100 200 400FT

SCALE: 1''= 200'

PRAP

PAVED DITCH

P P

PAVED DITCH

CEMETERY

RAP

LLBOARD

RAP

P P

RAP

U .S

P P

HOPPER

PRAP

W.E

5.1

W.E

6.1

PRAP

N_TVA

INITIAL ISSUE

FLOW

1.3

PRAP

C B

W.E

6.8

C B

U .S

P P

C B

P P

P P P

P P

EXISTING KENTUCKY DAM

TENNESSEE RIVER

KENTUCKY LAKE

NOTES:

C B

GRAPHIC SCALE

SCALE:

3 4 5 6

2 3 4 5 6

REV NO.TASK COMPLETED BY:

DO NOT ALTER MANUALLY

C.A.D. DRAWING

ISSUED BY:

TENNESSEE VALLEY AUTHORITY

FOSSIL AND HYDRO ENGINEERING

AUTOCAD R

DATE

PLOT FACTOR:

REVIEWED BY: APPROVED BY:

AS CONST

EXCEPT AS NOTED

NO.

REV.

DATE

DRWNDSGN CHKD RVWDSUPV APPD

PROJECT

ISSD

REV

DISCIPLINE

INTERFACE

7 8 9

US Army Corps of Engineers

Nashville District

SUBMITTED BY:

APPROVED BY:

:2 b a n e r

P l m e

P l t e

F i m e

DRAWN BY:

CHECKED BY:

REVISION R CHIEF, ENGINEERING CONSTRUCTION DIVISION

TOWER RETAINING WALLS

EXISTING TRANSMISSION

0 3

0 4

385 4

320325

P P

U .S

PRAP

W.E

2.7

W.E

0.5

W.E

0.4

BRUSH

CHIEF, CIVIL DESIGN BRANCH

LEGEND:

PRAP

W.E

6.5

FOUNDATI

TRAINING DIKE

RIVER CURRENT

HAUL ROAD

U .S

U S

POWERHOUSE ISLAND

EAST BANK RIVER ACCESS RAMP

LAKE ACCESS AREA

EXISTING KENTUCKY LOCK

CL FUTURE LOCK

CONSTRUCTION WORK LIMITS

S T

I M

I T

C U

R T

S N

O C

S T

I M

I T

C U

R T

S N

O C

KENTUCKY PROJECT

DISPOSAL AREAS

SEE SHEET 61N247-74

DISPOSAL AREA D

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

BENJAMIN L. ROHRBACH P.E.

VANESSA C. BATEMAN

SHARED HAUL ROAD

SEE NOTE 8 FOR LIMITATIONS.

DUAL ACCESS LIMITS.

NEW MAINTENANCE BLDG.

SEE NOTE 9.

DOWNSTREAM COFFERDAM CONSTRUCTION LIMITS.

CONSTRUCTION LIMITS.

DOWNSTREAM LOCK EXCAVATION

CONTRACTOR LAYDOWN AREA. SEE NOTE 3.

61N247-72A

1" = 200'

CELRN

SEP/18

KENTUCKY LOCK ADDITION

BDS

BDS RFK MAM NCB

DOWNSTREAM LOCK EXCAVATION

CDH

CDH SMS

SMS

C B

BOAT BASIN

SEE NOTE 10

SPECIAL TRAFFIC ZONE B

SEE NOTE 7

DISPOSAL AREA B

SEE NOTE 8

DUAL USE ACCESS CORRIDOR

SEE NOTE 10

SPECIAL TRAFFIC ZONE A

SEE NOTE 9

CONSTRUCTION LIMITS

DOWNSTREAM COFFERDAM

CONSTRUCTION LIMITS

SEE NOTE 11

DISPOSAL AREA A

BUILDING CONSTRUCTION LIMITS.

12. SEE SHEET 10N400-04 FOR DETAILED NEW MAINTENANCE

DOWNSTREAM LOCK EXCAVATION CON

YARDS.

THE APPROXIMATE CAPACITY OF DISPOSAL AREA A IS 50,000 CUBIC

OFFICER. MAXIMUM FILL SLOPES FOR DISPOSAL A SHALL BE 2H:1V.

MATERIAL FOR FUTURE BACKFILL, AS DIRECTED BY THE CONTRACTING

11. DISPOSAL AREA A MAY BE UTILIZED TO STOCKPILE CLEAN OVERBURDEN

CONTROL THROUGHOUT THE PROJECT CONSTRUCTION LIMITS.

ZONES, BUT SHALL ALSO INCLUDE DEVICES NEEDED FOR TRAFFIC

NEEDED TO PROVIDE SAFE TRAFFIC MOVEMENTS SPECIFIC TO THESE

THE PLAN SHALL INCLUDE ANY AND ALL TRAFFIC CONTROL DEVICES

SHALL BE SUBMITTED TO THE CONTRACTING OFFICER FOR APPROVAL.

FOR SPECIAL TRAFFIC ZONES A AND B. THE TRAFFIC CONTROL PLANS

10. THE CONTRACTOR SHALL DEVELOP DETAILED TRAFFIC CONTROL PLANS

COMPLETION OF COFFERDAM CONTRACT.

DOWNSTREAM LOCK EXCAVATION CONTRACTOR FOR HIS USE UPON

LOCK CROSSOVER BRIDGES WILL BE RELEASED TO THE

9. DOWNSTREAM COFFERDAM CONSTRUCTION LIMITS DOWNSTREAM OF

COORDINATE USE WITH CONTRACTING OFFICER.

AND LOCK OPERATIONS PERSONNEL ON SITE. CONTRACTOR SHALL

8. DUAL USE ACCESS CORRIDOR TO BE SHARED BY ALL CONTRACTORS

DISPOSAL AREA B.

OLD US-62/641 BRIDGE TO BE DEMOLISHED AND OVERLAYS

7. DOWNSTREAM COFFERDAM CONSTRUCTION LIMITS INCLUDE THE

SEE SPECIFICATIONS FOR SPECIFIC REQUIREMENTS.

MONOLITHS WILL REQUIRE A TVA DRILLING AND CHIPPING PERMIT.

6. DRILLING, CHIPPING AND CUTTING OF THE EXISTING LOCK

WITH FUTURE AND CURRENT CONTRACTORS.

5. IDENTIFIED HAUL ROAD WILL BE REQUIRED TO BE SHARED

SCHEDULED LOCK CLOSURES.

CHANNEL SHALL NOT OBSTRUCT NAVIGATION EXCEPT DURING

4. WORK WITHIN WORK AREA THAT OVERLAPS WITH THE NAVIGATION

OFFICER.

COFFERDAM. CONTRACTOR TO COORDINATE WITH THE CONTRACTING

3. 50% OF LAYDOWN AREA TO BE SHARED WITH DOWNSTREAM

OFFICER.

LOCATIONS SUBJECT TO APPROVAL BY THE CONTRACTING

RESPONSIBLE FOR SURVEYING WORK LIMITS, WITH ACTUAL

2. WORK LIMITS SHOWN ARE APPROXIMATE. CONTRACTOR IS

DESCRIBED ON THIS SHEET.

ALLOWED TO USE THE HATCHED AREAS IDENTIFIED, AS

1. DOWNSTREAM LOCK EXCAVATION CONTRACTOR SHALL BE

AS-AWARDED CERTIFIED FINAL

C B

0100 50 100 200FT

SCALE: 1''= 100'

PAVED DITCH

U .S

W .E

.93

FLOW

NOTES:

SCALE:

3 4 5 6

2 3 4 5 6

REV NO.TASK COMPLETED BY:

DO NOT ALTER MANUALLY

C.A.D. DRAWING

ISSUED BY:

TENNESSEE VALLEY AUTHORITY

FOSSIL AND HYDRO ENGINEERING

AUTOCAD R

DATE

PLOT FACTOR:

REVIEWED BY: APPROVED BY:

AS CONST

EXCEPT AS NOTED

NO.

REV.

DATE

DRWNDSGN CHKD RVWDSUPV APPD

PROJECT

ISSD

REV

DISCIPLINE

INTERFACE

7 8 9

US Army Corps of Engineers

Nashville District

SUBMITTED BY:

APPROVED BY:

:3 b a n e r

P l m e

P l t e

F i m e

DRAWN BY:

CHECKED BY:

REVISION R CHIEF, ENGINEERING CONSTRUCTION DIVISION0

C07

N_TVA

--NCBMAMRFK-

INITIAL ISSUE

SURVEY MONUMENT & BASELINES

BDS

DEK

BDS DEK

EXISTING KENTUCKY DAM

GRAPHIC SCALE

0 3

CHIEF, CIVIL DESIGN BRANCH

HORIZONTAL & VERTICAL CONTROL

DOWNSTREAM CONCRETE COFFERDAM

OFS 2+15R

C FUTURE LOCK

BM-6

S T

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 P P

6 3

P P

PPPPPPPPPPP

P P P P P P P P P P P

P3 1.

2 3

.6 3

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

P P

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

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

DOWNSTREAM LOCK EXCAVATION

KENTUCKY PROJECT

TRAINING DIKE

RIVER CURRENT

GUARD CELLS

WALL

TIED Z-PILE

RETAINING WALLS

EXISTING TRANSMISSION TOWER

61N247-73

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

BENJAMIN L. ROHRBACH P.E.

VANESSA C. BATEMAN

KENTUCKY LOCK ADDITION

BM-5 NOT USED NOT USED NOT USED NOT USED NOT USED

N 54°16'48.6" W

PROJECT BASELINE

C EXISTING LOCKL

BM-8 1899500.345 905287.767 350.713 BRASS DISK IN CONCRETE

AS-AWARDED CERTIFIED FINAL

SEP/18

L O

C A

L W

A Y

L O

C A

COFFERDAM

CELLULAR

DOWNSTREAM

KENTUCKY LAKE

POWERHOUSE ISLAND

CEMETERY TO BE MAINTAINED

ACCESS TO WALKER

NOTES:

0 160

SCALE: 1" = 80'

EL. 380

OVERBURDEN DISPOSAL

EXISTING SOIL

EL. 380

WITH SOIL CAP

EXISTING ROCK DISPOSAL

UNLESS A CHANGE IS AUTHORIZED BY THE CONTRACTING OFFICER.

3. THE EXISTING DRAINAGE IN THIS SITE IS TO BE FOLLOWED

ALL STEEL TRANSMISSION TOWERS.

2. MAINTAIN VEHICULAR ACCESS AND PROPER DRAINAGE AT

EM 385-1-1 REQUIREMENTS

AND TRANSMISSION TOWERS SHALL BE IN ACCORDANCE WITH

PLACEMENT AND EQUIPMENT OPERATION NEAR POWER LINES

1. MINIMUM HORIZONTAL AND VERTICAL CLEARANCE FOR FILL

WITHIN THE LIMITS OF DISPOSAL AREA "D".

FINAL PLAN AND LOCATION FOR EXCAVATED MATERIAL DISPOSAL

6. THE CONTRACTING OFFICER WILL APPROVE THE

DISPOSAL PLAN.

BEFORE PLACING MATERIAL AND FOLLOWING RECOMMENDED

5. CONTOURS ARE APPROXIMATE AND SHOULD BE FIELD VERIFIED

ACCESSIBLE FOR FINAL BACKFILL AFTER NEW LOCK CONSTRUCTION.

SHALL BE STOCKPILED IN SUCH A MANNER THAT IT IS READILY

DIRECTION OF CONTRACTING OFFICER. CLEAN OVERBURDEN

ACCORDING TO TYPE: DEBRIS, OVERBURDEN, ROCK, ETC. AT

4. THE MATERIAL PLACED IN THIS SITE IS TO BE SEPARATED

61N247-75

BOUNDARY

DISPOSAL AREA "D"

AREAS WHICH POND WATER.

2H:1V GRADING SHALL BE SUCH THAT THERE ARE NO

SAFETY OF 1.3, SLOPES SHALL BE NO STEEPER THAN

GRADES AND SLOPES MEETING A MINIMUM FACTOR OF

SHALL BE SUBJECT TO COR APPROVAL WITH UNIFORM

7. THE FINAL GRADE WORKMANSHIP OF THE DISPOSAL AREA

S S

EXISTING DRAINAGE

EXISTING HAUL ROAD

TRANSMISSION TOWERS

BUFFER ZONE AROUND

TENNESSEE RIVER

FLOW

US Army Corps of Engineers

Nashville District

INITIAL ISSUE

CHIEF, CIVIL DESIGN BRANCH

SCALE:

3 4 5 6

2 3 4 5 6

REV NO.TASK COMPLETED BY:

DO NOT ALTER MANUALLY

C.A.D. DRAWING

ISSUED BY:

TENNESSEE VALLEY AUTHORITY

FOSSIL AND HYDRO ENGINEERING

AUTOCAD R

DATE

PLOT FACTOR:

REVIEWED BY: APPROVED BY:

AS CONST

EXCEPT AS NOTED

NO.

REV.

DATE

DRWNDSGN CHKD RVWDSUPV APPD

PROJECT

ISSD

REV

DISCIPLINE

INTERFACE

7 8 9

SUBMITTED BY:

APPROVED BY:

P l m e

P l t e

F i m e

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

.d g n

DRAWN BY:

CHECKED BY:

REVISION R CHIEF, ENGINEERING CONSTRUCTION DIVISION

KENTUCKY PROJECT

FLOW

61N247-74

DISPOSAL AREA "D"

PLAN

DBG RFK MAM NCB

DBG

1" = 80'

CELRN

VANESSA C. BATEMAN

BENJAMIN L. ROHRBACH P.E.

NICOLE C. BERGERMICHAEL A. MORRISONROBERT F. KNOX

KENTUCKY LOCK ADDITION

DOWNSTREAM LOCK EXCAVATION

AS-AWARDED CERTIFIED FINAL

SEP/18

DEK/CDH

BDS

BDSDEK

3 4 5 6

2 3 4 5 6

REV NO.TASK COMPLETED BY:

DO NOT ALTER MANUALLY

C.A.D. DRAWING

ISSUED BY:

TENNESSEE VALLEY AUTHORITY

FOSSIL AND HYDRO ENGINEERING

AUTOCAD R

DATE

PLOT FACTOR:

REVIEWED BY: APPROVED BY:

AS CONST

EXCEPT AS NOTED

NO.

REV.

DATE

DRWNDSGN CHKD RVWDSUPV APPD

PROJECT

ISSD

REV

DISCIPLINE

INTERFACE

7 8 9

US Army Corps of Engineers

Nashville District

SUBMITTED BY:

APPROVED BY:

P l m e

P l t e

F i m e

: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

C o n c r e t a il s

.d g n

DRAWN BY:

CHECKED BY:

REVISION R CHIEF, ENGINEERING CONSTRUCTION DIVISION- 0

XXNXXX 8C

C14

N_TVA

---RRHRWTJAN-----

INITIAL ISSUE

0XXNXXX8

KENTUCKY PROJECT

LOCK ADDITION

JAMES A. NIZNIK

MICHAEL C. FARMER

RICHARD R. HOESLY

WILLIAM M. WILSON P.E.

RUSSELL W. TOMPKINS

CHIEF, DESIGN BRANCH

BDS

DEK

MIDDLE MONOLITHS

MONOLITHS

CONCRETE DETAILS

CELRN

•"= 1'-0"

#9 @ 12" EW

DETAIL A

SCALE: •" = 1'-0"

LOCK FLOOR EL 285.00

LENGTH

DEVELOPMENT

TYPICAL

#9 @ 12" EW

DETAIL B

SCALE: •" = 1'-0"

LOCK FLOOR EL 285.00

2'-0"

#9 @ 12" EW

TYPICAL

LENGTH

DEVELOPMENT

EL. 282.0

EL.297.0

EL. 281.0

EL. 282.0

EL. 284.75

{ PORTS

SEE DETAIL C

EL. 276.0

SCALE: •" = 1'-0"

DETAIL C

TYPICAL WALL PORT

SCALE: •" = 1'-0"

SECTION A-A

19'-0"

15°(TYP)

CHAMFER

3'-0" 2'-0" 6'-0"

LOCK FLOOR EL 285.00

02 1 2 4FT

SCALE: •''=1'-0''

D I

15°

6'-0"

CULVERT WIDTH

FACE OF CONCRETE

JAN/20

3 4 5 6

2 3 4 5 6

REV NO.TASK COMPLETED BY:

DO NOT ALTER MANUALLY

C.A.D. DRAWING

ISSUED BY:

TENNESSEE VALLEY AUTHORITY

FOSSIL AND HYDRO ENGINEERING

AUTOCAD R

DATE

PLOT FACTOR:

REVIEWED BY: APPROVED BY:

AS CONST

EXCEPT AS NOTED

NO.

REV.

DATE

DRWNDSGN CHKD RVWDSUPV APPD

PROJECT

ISSD

REV

DISCIPLINE

INTERFACE

7 8 9

US Army Corps of Engineers

Nashville District

SUBMITTED BY:

APPROVED BY:

P l m e

P l t e

F i m e

: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

C o n c r e t a il s

.d g n

DRAWN BY:

CHECKED BY:

REVISION R CHIEF, ENGINEERING CONSTRUCTION DIVISION

02 1 2 4FT

SCALE: •''=1'-0''

JAMES A. NIZNIK

MICHAEL C. FARMER

RICHARD R. HOESLY

WILLIAM M. WILSON P.E.

RUSSELL W. TOMPKINS

S T

PLAN

B B

ELEVATION

EL 276.00

EL 282.00

EL 285.00

EL 279.00

L V

E R

CENTERLINE CULVERT

4'-6" 3'-0"11'-5"

18'-11"

3'-0"

PLAN

SECTION A-A

MONOLITH L-24

EL 279.00

#9 @ 12" EW

2'-0"

LOCK FLOOR EL 285.00

#9 @ 12" EW

4'-6"

3'-0" 4'-0"

CHAMFER

EL 286.00

EL 276.00

EL 282.00

EL 276.00

LOCK FLOOR EL 285.00

#9 @ 12" EW

2'-0"

11" TREADS

7‰" RISERS

STAIRS:

SECTION B-B

MONOLITH L-24

CONCRETE

CULVERT MANWAY ACCESS

CHIEF, - BRANCH

XXNXXX 8C

C14

N_TVA

---CDWMACJAN-----

INITIAL ISSUE

0XXNXXX8

KENTUCKY PROJECT

LOCK ADDITION

MONOLITH L-24

BDS

DEK

•" = 1'-0"

CELRN

MONOLITH M-22 OPPOSITE HAND

DIFFUSER TRENCH SUMP PIT MONOLITH L-22,

MONOLITH M-22 OPPOSITE HAND

DIFFUSER TRENCH SUMP PIT MONOLITH L-22,

EL. 281.0

EL. 280.0

C C

SECTION C-C

EL 282.00

EL 276.00

CHAMFER

3'-0" 3'-8" 1'-0"

2'-0"

#9 @ 12" EW

L V

E R

JAN/20

P R

O J

1'-2"

2•"

9•"

1'-9"

1'-0"

TYP

2'-6"

7'-9"

4'-0"

2'-4"

P R

O J

6'-0"

) NOTE:

SECOND POUR RECESS

EL 333.50

SCALE: 1"=1'-0"

SCALE: 1•"=1'-0"

EL 333.50

SECOND POUR RECESS

#6x5'-6"

#6x6'-6"

#6x5'-6"

S T

SECOND POUR RECESS

FACE OF LOCK WALL

#6x6'-6"

#6x5'-6"

S T

FACE OF CHAMBER

FACE OF LOCK

WALL CONCRETE

FACE OF LOCK

EL 333.50

U/S SILL

EL 333.50

U/S SILL

EL 333.50

U/S SILL

SCALE: •"=1'-0"

NOTE:

UPSTREAM: #6 EMBEDDED REBARS

ARE ON 1'-6" CENTERS VERTICALLY

FROM EL 333.17 TO 381.67

SECTION B

301-44

SECTION A

301-44

DETAIL 1

301-6

301-1

DRAWINGS 64N240-2 THRU 61N240-9.

FOR GENERAL NOTES AND TYPICAL DETAILS SEE 1.

301-44

SCALE:

3 4 5 6

2 3 4 5 6

REV NO.TASK COMPLETED BY:

DO NOT ALTER MANUALLY

C.A.D. DRAWING

ISSUED BY:

TENNESSEE VALLEY AUTHORITY

FOSSIL AND HYDRO ENGINEERING

AUTOCAD R

DATE

PLOT FACTOR:

REVIEWED BY: APPROVED BY:

AS CONST

EXCEPT AS NOTED

NO.

REV.

DATE

DRWNDSGN CHKD RVWDSUPV APPD

PROJECT

ISSD

REV

DISCIPLINE

INTERFACE

7 8 9

SUBMITTED BY:

APPROVED BY:

DRAWN BY:

CHECKED BY:

REVISION R CHIEF, ENGINEERING CONSTRUCTION DIVISION

US Army Corps of Engineers

Nashville District

P l m e

P l t e

F i m e

:3 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 r .d g n

----2

C04

N_TVA

---JDDJAN--

INITIAL ISSUE

KENTUCKY PROJECT

CHIEF, CIVIL DESIGN BRANCH

1" = 10'-0"

JAN/20

KENTUCKY LOCK ADDITION

UPSTREAM MONOLITHS

MONOLITH U-1

FLOATING CAISSON

BLOCKOUT DETAILS

61N301-44

CHS MRJ MFV JLD

61N301-44

CHS

MRJ

MFV

ANCHOR BOLTS, SEE 61N240-6

ƒ" DIA TYPE F CAST-IN-PLACE

BLACK & VEATCH

JAMES A. NIZNIK JOHNATHAN D. DUNCAN

MICHAEL F. ZOCCOLA P.E.

BARNEY DAVIS JR. P.E.

JENNIFER L. DICKERSON

SCALE: 1"=1'-0"

(TYP EACH WAY)

STUDS @ 2'-0" OC

ƒ" DIA x 8"

STAINLESS STEEL

1" PL

4 SPA @ 1'-6"=6'-0"

12"

1'-6"

#6 (TYP.)

14 SPACES @ 1'-6"= 21'-0"

2'-6"

9/18/16 SHS SHS JJL MAM NCB

SECOND POUR RECESS

EMBEDDED PLATE

PLAN OF TYPE 1 & 2

BOT OF PL EL 346.00

TOP OF PL EL 379.00

EMBEDDED PL

TYPE 1

EMBEDDED PL

TYPE 1

WALL SLOT

CL FLOATING APPROACH

BOT OF PL EL 346.00

TOP OF PL EL 379.00

EMBEDDED PL

TYPE 2

TOP OF PL EL 381.58

BOT OF PL EL 346.00

(TYP)

EMBEDDED PL

TYPE 2

SCALE: 1"=5'-0"

DETAIL 2

301-6

BOT OF PL EL 346.00

TOP OF PL EL 381.44

2. TERMINATOR COUPLERS ARE USED IN LIEU OF STANDARD HOOKS FROM EL 333.50 TO EL 381.37.

1. MECHANICAL COUPLERS ARE USED W/ STAGGER FROM EL 333.50 TO EL 381.67.

THALLE

AS-BUILT PER RFI-0012, RFI-0120, RFI-0165 & RFI-0176.

6'-6•"

2•

T E

2" 2"

SPACES 2'-0"

6 EQ STUD

1'-0"

SEE PLAN

VARIES

2•" 2•"

SEE PLAN

VARIES

SEE PLAN

VARIES

TYP

1' -3

TYP

2' -6

1'-3"

7'-0"

1'-3"

TYP

2'-6"

2'-6 7/8"

3 3/8"

14'- 11 3/8"

18.4 349°

7' -7

1' -1

0„

(1 1) S

PACES

2' -6

40.5139°

0 11 2FT

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

SEAL ASSEMBLY AT PINTLE

SCALE: 1"=1'-0"

301-45

SECTION

----1

C04

N_TVA

---JDDJAN--

INITIAL ISSUE

KENTUCKY PROJECT

CHIEF, CIVIL DESIGN BRANCH

1" = 10'-0"

JAN/20

KENTUCKY LOCK ADDITION

UPSTREAM MONOLITHS

MONLITH U-2

SECTIONS AND DETAILS

SHEET 1 OF 2

61N301-45

JLDCHS MRJ MFV

CHS

MRJ

MFV

BLACK & VEATCH

JAMES A. NIZNIK JOHNATHAN D. DUNCAN

MICHAEL F. ZOCCOLA P.E.

BARNEY DAVIS JR. P.E.

JENNIFER L. DICKERSON

E L

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

E L

KEY PLAN

U-2 U-1

M-5 M-4

SHS SHS JJL MAM NCB

C L

N T

L E

SEE SHEET 61N301-46

QUOIN BLOCK ASSEMBLY

BLOCK OUT FOR

SEAL

ABOVE

LOCK WALL

FACE OF

301-45

MK 301-46-5

ANCHOR ROD

MK 301-46-4

ANCHOR ROD

WORK LINE

T E

301-45

ABOUT

SYMMETRICAL

CL LOCK

SCALE: 3/4"=1'-0"

EL: 334.00

TOP OF SILL

EL 333.37

HARDENED WASHER

W/ END NUT AND

3/4 DIA x 3'-0" LONG

ANCHOR ROD

SEAL LINE

EL 331.00

MK 301-46-5

ANCHOR ROD

SCALE: 1"=1'-0" 301-45

SECTION

HARDENED WASHER

W/ END NUT AND

3/4 DIA x 3'-0" LONG

ANCHOR ROD

SEAL LINE

EL 331.00

EL: 334.00

TOP OF SILL

EL 333.37

SCALE:

3 4 5 6

2 3 4 5 6

REV NO.TASK COMPLETED BY:

DO NOT ALTER MANUALLY

C.A.D. DRAWING

ISSUED BY:

TENNESSEE VALLEY AUTHORITY

FOSSIL AND HYDRO ENGINEERING

AUTOCAD R

DATE

PLOT FACTOR:

REVIEWED BY: APPROVED BY:

AS CONST

EXCEPT AS NOTED

NO.

REV.

DATE

DRWNDSGN CHKD RVWDSUPV APPD

PROJECT

ISSD

REV

DISCIPLINE

INTERFACE

7 8 9

SUBMITTED BY:

APPROVED BY:

DRAWN BY:

CHECKED BY:

REVISION R CHIEF, ENGINEERING CONSTRUCTION DIVISION

US Army Corps of Engineers

Nashville District

P l m e

P l t e

F i m e

:3 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 r .d g n

SCALE: 1"=1'-0" 301-45

SECTION

EL 330.79

EL: 334.00

TOP OF SILL

EL 332.90

TOP OF ANCHOR

SCALE: 1"=1'-0" 301-45

SECTION D

EL: 334.00

TOP OF SILL

LONG LLV

L8x4x1/2x2'-4"

HEADED STUD

7/8" DIA X 8"

NOTES:

3'-2…"R

3'-5•"R

20'- 0"

SEE 61N301-46

BASE ANCHORS

FOR PINTLE

BOLT CIRCLE

NTLEL

STOP

L GATE

CONTACT

L MITER

EL 331.00

EL 330.79

MK 301-46-4

ANCHOR ROD

8/23/16

INTERSECTION POINT.

FIELD BEND ANCHORS TO PREVENT INTERFERENCE AT

WITH HALF AN EQUAL SPACE (11•") ON EITHER END.

: 4 HORIZONTAL ANCHORS EQUAL SPACED (1'-11")93.34743.

WITH HALF AN EQUAL SPACE (6ˆ") ON EITHER SIDE.

38.9232: 3 HORIZONTAL ANCHORS EQUALLY SPACED (1'-0‰")2.

WITH HALF AN EQUAL SPACE (7†") ON EITHER SIDE.

86.101: 5 HORIZONTAL ANCHORS EQUALLY SPACED (1'-3‰")1.

THALLE

AS-BUILT PER RFI-0023 & RFI-0111.

STA 1+10 DS

@PINTLE

STA 1+04 DS

STA 1+08 DS

3‚"

T H

10"

1'-9"

5"5"

1'-3"

VARIES PER PLAN4'-0" MIN

T H

1'-3"

6Ž"

T H

2'-3•"

1'-8•"

----3

C04

N_TVA

---JDDJAN--

INITIAL ISSUE

KENTUCKY PROJECT

CHIEF, CIVIL DESIGN BRANCH

1" = 10'-0"

JAN/20

0 11 2FT

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

SECTIONS AND DETAILS

N T

L E

CL PINTLE

SLEEVE NUT

2-3" OD WASHERS

2-STD HEX NUTS,

ANCHOR BAR ANCHOR

2-3" OD WASHERS

2-STD HEX NUTS,

UPSTREAM MONOLITHS

KENTUCKY LOCK ADDITION

SHEET 2 OF 2

UPPER GATE EMBEDDED WALL QUOIN BLOCKOUT

PLAN BOLT CIRCLE FOR

PINTLE BASE ANCHORS

STA 1+57.67 R

STA 2+72.33 R

CL PINTLE

ANCHORS

8-PINTLE BASE

BOLT CIRCLE FOR

STA 1+04 DS

CL PINTLE

ANCHOR RODS

PINTLE BASE

SCALE: 1"=1'-0"

HEAD OF ANCHOR RODS

WELD 4X…X1'-2" TO IN TWO PIECES

ƒ" DIA ANCHOR ROD

MK 301-46-1

ANCHOR ROD

ƒ" DIA

MK 301-46-2

MK 301-46-3

ƒ" ANCHOR MK 301-46-1

BAR ANCHOR MK 301-46-2

CHS

MRJ

MFV

CHS MRJ MFV JLD

SCALE: 1"=1'-0"

301-45

SECTION

MONOLITH U-2

BLACK & VEATCH

JAMES A. NIZNIK JOHNATHAN D. DUNCAN

MICHAEL F. ZOCCOLA P.E.

BARNEY DAVIS JR. P.E.

JENNIFER L. DICKERSON

SHS SHS JJL MAM NCB

61N301-46

BOLT

VERTICAL ANCHOR

1 1/2" DIA A307

MK 301-46-3

WASHERS AND HEX NUTS

BASE ANCHOR RODS WITH FLAT

1 1/2" DIA x5'-0" PINTLE

EL 331.00

EL 332.42

SCALE: 1"=1'-0"

ANCHOR ROD

3/4" DIA A307

ANCHOR RODS

MK 301-46-4

SCALE: 1"=1'-0"

ANCHOR ROD

3/4" DIA A307

ANCHOR RODS

MK 301-46-5

SCALE:

3 4 5 6

2 3 4 5 6

REV NO.TASK COMPLETED BY:

DO NOT ALTER MANUALLY

C.A.D. DRAWING

ISSUED BY:

TENNESSEE VALLEY AUTHORITY

FOSSIL AND HYDRO ENGINEERING

AUTOCAD R

DATE

PLOT FACTOR:

REVIEWED BY: APPROVED BY:

AS CONST

EXCEPT AS NOTED

NO.

REV.

DATE

DRWNDSGN CHKD RVWDSUPV APPD

PROJECT

ISSD

REV

DISCIPLINE

INTERFACE

7 8 9

SUBMITTED BY:

APPROVED BY:

DRAWN BY:

CHECKED BY:

REVISION R CHIEF, ENGINEERING CONSTRUCTION DIVISION

US Army Corps of Engineers

Nashville District

P l m e

P l t e

F i m e

: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 r .d g n

AS-BUILT PER RFI-0135

SCALE: 1•"=1'-0" SCALE: 1•"=1'-0"

SCALE: 1•"=1'-0"SCALE: 1•"=1'-0"

8/23/16

THALLE

7'-4„"

22'-10ƒ"

L E

N G

T H

D E

V E

L O

P M

E N

LENGTH

DEVELOPMENT

2'-8‚"

1'-3•" 1'-3•"

2'-8‚"

2'-0"

4'-1‚"

N G

T H

D E

V E

L O

P M

E N

SEE NOTE 2

8'-2•"

T E

SPLICE LENGTH

SCALE:

3 4 5 6

2 3 4 5 6

REV NO.TASK COMPLETED BY:

DO NOT ALTER MANUALLY

C.A.D. DRAWING

ISSUED BY:

TENNESSEE VALLEY AUTHORITY

FOSSIL AND HYDRO ENGINEERING

AUTOCAD R

DATE

PLOT FACTOR:

REVIEWED BY: APPROVED BY:

AS CONST

EXCEPT AS NOTED

NO.

REV.

DATE

DRWNDSGN CHKD RVWDSUPV APPD

PROJECT

ISSD

REV

DISCIPLINE

INTERFACE

7 8 9

SUBMITTED BY:

APPROVED BY:

DRAWN BY:

CHECKED BY:

REVISION R CHIEF, ENGINEERING CONSTRUCTION DIVISION

US Army Corps of Engineers

Nashville District

P l m e

P l t e

F i m e

:2 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 r .d g n

----4

C04

N_TVA

---JDDJAN--

INITIAL ISSUE

KENTUCKY PROJECT

CHIEF, CIVIL DESIGN BRANCH

JAN/20 61N301-47

61N301-47

STD HOOK, TYP

ANCHORAGE BLOCKOUT

PERIMETER OF UPPER GATE

#9@12 OC EW TYPICAL AT

EL 373.0

ANCHORAGE BLOCKOUT IS

BOTTOM OF UPPER GATE

TOP OF CONCRETE AT

0 4'4' 2' 8'

SCALE: ‚''=1'-0''

S T

A T I

O N

N T

L E

MISCELLANEOUS DETAILS

DETAILS

NOTE:

10'-0" LONG

#9@12 OC,

AS SHOWN

#9@12 BENT

PERIMETER

#9@12 TYP AROUND

KENTUCKY LOCK ADDITION

UPSTREAM MONOLITHS

SEE NOTE 4

HOOKS EA SIDE

STD 90 DEG

#11@12 OC, W/

SEE NOTE 4

8'-0" LONG

#9@12 OC,

8" R

68N201-5 FOR DETAILS.

CORNER PROTECTION SEE DWG

FACE OF LOCK WALL

AND RECESS

CL FLOATING MOORING BITT

UPPER GATE ANCHORAGE BL0CKOUT

RECESS BLOCKOUT

FLOATING MOORING BITT

301-47

DETAIL 1

301-38

DETAIL 2

301-47

INTERFERENCE WITH CULVERT.

STANDARD HOOKS FOR STRAIGHT BARS TO AVOID

IN MONOLITH L-7, BEND DIAGONALS AND PROVIDE 4.

BARS TO AVOID INTERFERENCE.

AT PIPE GALLERY PROVIDE STANDARD HOOKS FOR 3.

MONOLITH.

HEIGHT OF 3.5 FEET ABOVE THE TOP OF THE

MOORING BITT LOAD BEING APPLIED AT A MAXIMUM

2. BLOCKOUT DIMENSIONS ARE BASED ON THE WORKING

DRAWINGS 61N240-2 THRU 61N340-9.

FOR GENERAL NOTES AND TYPICAL DETAILS SEE 1.

FLOATING MOORING BITT BLOCKOUT

CHS MRJ JLD

CHS

MRJ

MFV

BELOW EL 300.5

L-7 MOORING BITT RECESS REINFORCING DETAILS

OF 12 FEET.

SHOWN IN THE VERTICAL PLANE

FROM THE CLEAR DIMENSION

VARY MORE THAN +/-3/32"

TRACK SURFACES WILL NOT

AND IN PLANE. THE GUIDE

BE ERECTED STRAIGHT, PLUMB

ROLLER GUIDE TRACKS SHALL

‚" = 1'-0"

FACE OF CULVERT

BLACK & VEATCH

JAMES A. NIZNIK JOHNATHAN D. DUNCAN

MICHAEL F. ZOCCOLA P.E.

BARNEY DAVIS JR. P.E.

JENNIFER L. DICKERSON

SHS SHS JJL MAM NCB

HEADED STUDS @

2'-0" OC (TYP)

PL 1/2 STAINLESS

STEEL(TYP)

SCALE:‚"=1'-0"

9/28/16

SCALE: ‚"=1'-0"

INTO BLOCKOUT, EACH SIDE

REINFORCEMENT 2'-5"

EXTEND HORIZONTAL WALL

FOR #9@12 OC EA SIDE

COUPLER WITH DEVELOPMENT BAR

LONG TERM PROTECTED MECHANICAL

BLOCKOUT PERIMETER

#9@12 OC EW TYP @

FOR #9@12 OC EA SIDE

COUPLER WITH DEVELOPMENT BAR

LONG TERM PROTECTED MECHANICAL

MONOLITH WALL REINFORCEMENT

SEE NOTE 3

FOR #11@12 OC EA SIDE

COUPLER WITH DEVELOPMENT BAR

LONG TERM PROTECTED MECHANICAL

LINE HOOKS, AS REQUIRED

HORIZONTAL REINFORCEMENT AT

PROVIDE DOG LEG BEND IN

EXCEPT BELOW EL 300.5 ON L-7)

(TYPICAL FULL HEIGHT ON ALL MOORING BITS

MOORING BITT RECESS BLOCKOUT DETAIL

(NOT IN THIS CONTRACT)

MOORING BITT RECESS

FUTURE SECOND POUR FOR

L7 MOORING BITT RECESS BELOW EL. 300.5

" 3

2'-8‚"

LTO RECESS C

R 2' -3

6"|

•" DIA x 6" LONG

A572 GR 50

1/2" PLATE

A572 GR 50

1/2" PLATE

THALLE

ASBUILT PER RFI-0022

1'-6"1'-6"

2'-5•"

3'-4•" 19'-7"

18'-6"

5'-5•"

2'-5•"

18'-8"

18'-6"

16'-8"

15'-0"

8'-4"

FLOW

" = 1'-0"2

1SCALE:

301-51

SCALE:

3 4 5 6

2 3 4 5 6

REV NO.TASK COMPLETED BY:

DO NOT ALTER MANUALLY

C.A.D. DRAWING

ISSUED BY:

TENNESSEE VALLEY AUTHORITY

FOSSIL AND HYDRO ENGINEERING

AUTOCAD R

DATE

PLOT FACTOR:

REVIEWED BY: APPROVED BY:

AS CONST

EXCEPT AS NOTED

NO.

REV.

DATE

DRWNDSGN CHKD RVWDSUPV APPD

PROJECT

ISSD

REV

DISCIPLINE

INTERFACE

7 8 9

SUBMITTED BY:

APPROVED BY:

DRAWN BY:

CHECKED BY:

REVISION R CHIEF, ENGINEERING CONSTRUCTION DIVISION

US Army Corps of Engineers

Nashville District

P l m e

P l t e

F i m e

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 r .d g n

----2

C04

N_TVA

---JDDJAN--

INITIAL ISSUE

KENTUCKY PROJECT

CHIEF, CIVIL DESIGN BRANCH

JAN/20

CULVERT BULKHEAD RECESSES

SHEET 1 OF 2

KENTUCKY LOCK ADDITION

UPSTREAM MONOLITHS

61N301-51

SECTIONS

CHS MFV

MRJ

MRJ JLD

CHS

MFV

BLACK & VEATCH

JAMES A. NIZNIK JOHNATHAN D. DUNCAN

MICHAEL F. ZOCCOLA P.E.

BARNEY DAVIS JR. P.E.

JENNIFER L. DICKERSON

12/5/16 SHS SHS

BULKHEAD RECESS @ CL OF SLOT

301-51

301-53

SCALE: 1

2" = 1'-0"

SECTION

EL. 374.33

EL. 380.33

EL. 382.00

EL. 297.00

EL. 380.33

EL. 382.00

" = 1'-0"2

1SCALE: 301-51

EL. 281.25

SCALE: 1

2" = 1'-0"

SECTION

EL. 297.00

EL. 282.00

10"

EL. 301.00

EL. 305.83

301-51

M O

N O

L I

T H

O I

EL. 281.25

EL. 282.00

EL. 297.00

SECOND POUR

L V

E R

(TYP)

L V

E R

NO. 61N301-54

SEE DRAWING

EMBEDDED METALS

NO. 68N201-16

SEE DRAWING

DOGGING DEVICE

EL. 282.00

SECOND POUR

EL. 305.83

JJL MAM NCB

02 1 2 4FT

SCALE: 1/2"=1'-0''

1/2 " = 1'-0"

SECOND POUR

RECESS BEYOND

SECOND POUR

301-51

NOTES:

DRAWINGS 61N240-2 THRU 61N240-9.

1. FOR GENERAL NOTES AND TYPICAL DETAILS, SEE

SUPPLIED BY OTHERS

(SUPPLIED BY OTHERS)

NO. 64N501-1

SEE DRAWING

EMBEDDED METALS

NO. 64N501-1

SEE DRAWING

EMBEDDED METALS

THALLE

MODIFIED METAL NOTE

1'-6"

5'-5•"

1'-6"

2'-4•"

2'-0"

1'-0"

2'-5•"1'-6" 1'-6"

1'-0ƒ"4"1'-0ƒ"

2'-5•"

2'-11"

2'-5•" 1'-6"

1'-6"

5'-5•"

2'-5•" 1'-6"

1'-6"

SCALE: 1/2"=1'-0" C

SCALE: 1/2"=1'-0"

SLOPE

301-53

301-54

301-50,301-51

301-54

301-50,301-51

301-53

SCALE: 3/4 "=1'-0"

SCALE: 1/2 "=1'-0"

SCALE:

3 4 5 6

2 3 4 5 6

REV NO.TASK COMPLETED BY:

DO NOT ALTER MANUALLY

C.A.D. DRAWING

ISSUED BY:

TENNESSEE VALLEY AUTHORITY

FOSSIL AND HYDRO ENGINEERING

AUTOCAD R

DATE

PLOT FACTOR:

REVIEWED BY: APPROVED BY:

AS CONST

EXCEPT AS NOTED

NO.

REV.

DATE

DRWNDSGN CHKD RVWDSUPV APPD

PROJECT

ISSD

REV

DISCIPLINE

INTERFACE

7 8 9

SUBMITTED BY:

APPROVED BY:

DRAWN BY:

CHECKED BY:

REVISION R CHIEF, ENGINEERING CONSTRUCTION DIVISION

US Army Corps of Engineers

Nashville District

P l m e

P l t e

F i m e

:3 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 r .d g n

----1

C04

N_TVA

---JDDJAN--

INITIAL ISSUE

KENTUCKY PROJECT

CHIEF, CIVIL DESIGN BRANCH

JAN/20

KENTUCKY LOCK ADDITION

UPSTREAM MONOLITHS

CULVERT BULKHEAD RECESSES

SECTIONS AND DETAILS

SHEET 1 OF 3

61N301-53

CHS MFV

MRJ

JLD

CHS

MFV

MRJ

301-53

BLACK & VEATCH

JAMES A. NIZNIK JOHNATHAN D. DUNCAN

MICHAEL F. ZOCCOLA P.E.

BARNEY DAVIS JR. P.E.

JENNIFER L. DICKERSON

Y P

(TYP)

Y P

SECTION

DETAIL

SECTION

M O

N O

L I

T H

O I

N T

C CULVERTL

SECOND

POUR

CULVERT WALL

BOLTS

4-1" DIA ANCHOR

VARIES SEE PLAN

TOP OF LOCK EL

SLOPED SURFACE

CULVERT WALL

1. ONLY 1ST POUR SHOWN FOR CLARITY

2. ALL T/CONC ELEV SHOWN ARE 1ST POUR

NOTE:

FLOW

M O

N O

L I

T H

O I

N T

C CULVERTL C CULVERTL C CULVERTL

RECESS BEYOND

SECOND POUR

EL 380.33

VARIES

LOCK ELEV.

TOP OF

02 1 2 4FT

SCALE: 1/2"=1'-0''

EL 374.33

NUTS & WASHERS)

WITH 5" THD, 2 HEX

ANCHOR BOLT (1}x3'-6" LONG

5" 8"9

T Y P

CELRN

ADDED CULVERT BULKHEAD RECESS EMBEDDED METALS

3/1/15 CHS DEK BDS JJL MAM NCB

" = 1'-0"2

1SCALE: 1

FLOW

VALVE

CULVERT

FLOW

VALVE

CULVERT

FLOW

VALVE

CULVERT

ACROSS SECOND POUR

CONTINUE MONOLITH JOINT

SECOND POUR

M O

N O

L I

T H

O I

N T

ACROSS SECOND POUR

CONTINUE MONOLITH JOINT

Y P

(TYP)

Y P

SECOND POUR

ACROSS SECOND POUR

CONTINUE MONOLITH JOINT

5'-5•"

SECOND POUR

NO. 61N301-54

SEE DRAWING

EMBEDDED METALS

NO. 61N301-54

SEE DRAWING

EMBEDDED METALS

FLOW

VALVE

CULVERT

SECOND POUR

ACROSS SECOND POUR

CONTINUE MONOLITH JOINT

SECOND POUR

NO. 64N501-1

SEE DRAWING

EMBEDDED METALS

NOTES:

DRAWINGS.

4. FOR TOP OF LOCK ELEVATIONS REFER TO CONCRETE

3. SEE DRAWING 61N240-6 FOR ANCHOR BOLTS.

NOTES AND TYPICAL DETAILS.

2. SEE DRAWINGS 61N240-2 THRU 61N240-9 FOR GENERAL

61N301-50 & 61N301-51.

1. FOR LOCATION OF SECTIONS SEE DRAWINGS 61N301-49,

CORNER PROTECTION

BULKHEAD RECESS

201-15

ACROSS SECOND POUR

CONTINUE MONOLITH JOINT

201-15

012IN 1FT

SCALE: 1 •''= 1'-0''

282.00EL

T/CONC

282.00EL

TOP OF CONC

•" = 1'-0"

1'-6" 1'-6"2'-5•"

MONOLITH JOINT

CULVERT ROOF

1'-6"2'-5•"

5'-5•"

1'-6"

MONOLITH JOINT

11…"

MONOLITH JOINT

#6 @ 2' O.C.

1'-0"

10•"

1'-0‡"

6„"

1'-6" 2'-5•"

5'-5•"

STAGGERED 6" EA SIDE

BOLT @ 12" O.C. VERTICAL

ƒ" DIA TYPE F ANCHOR

" 1'-4"

"4"

#6 (TYP.)

10•"7

STAGGERED 6" EA SIDE

BOLT @ 12" O.C. VERTICAL

ƒ" DIA TYPE F ANCHOR

MONOLITH JOINT

11…"

6„"10•"

" 4"

10•"

1'-6" 2'-5•"

5'-5•"

1'-6"

STAGGERED 6" EA SIDE

BOLT @ 12" O.C. VERTICAL

ƒ" DIA TYPE F ANCHOR

1'-6"

1'-0"

11…"

5'-5•"

1'-0"

#6 (TYP.)

1'-0‡"

6„"

10•"

DEVICE

BULKHEAD DOGGING

1'-0‡"6„"

1'-0"

10•"

1'-0‡"

6„"

1'-6"

11…"

5'-5•"

1'-0" 1'-0"

#6 @ 2' O.C.

MONOLITH JOINT

10•" 6„"

" MONOLITH JOINT

#6 @ 2' O.C.

#6 (TYP.)

MONOLITH JOINT

ƒ" DIA TYPE F BOLTS

1'-0"5‚"5‚"

10"

5‚"

1'-0"

4" 4"

#9 @ 12" E.W.

#9 @ 12" #9 @ 12"

#9 @ 12" E.W.

#9 (TYP.)

#9 @ 12" E.W.

#9 @ 12" E.W. #9 @ 12" E.W.

9" EMBEDMENT

BOLT @ 12" O.C. VERTICAL

ƒ" DIA STRIGHT ANCHOR

9" EMBEDMENT

BOLT @ 12" O.C. VERTICAL

ƒ" DIA STRIGHT ANCHOR

SIM

DETAIL

DETAIL DETAIL DETAIL

DETAIL

301-53

2 3

301-55

EL. 297.00

DETAIL 6

SECTION A

DETAIL 7

TYPICAL REINFORCING

CULVERT WALL

CULVERT WALL CULVERT WALL

012IN 1FT

SCALE: 1 •''= 1'-0''

SCALE: 1•" = 1'-0" SCALE: 1•" = 1'-0" SCALE: 1•" = 1'-0"

SCALE: 1•" = 1'-0"

SCALE: 1•" = 1'-0"SCALE: 1•" = 1'-0"

SCALE: 1•" = 1'-0"

SECOND POUR

@ EL. 282.00

EACH SIDE

STAGGERED 12"

#6 @ 2' O.C.

MIN.

CVR.

SECOND POUR

EACH SIDE

STAGGERED 12"

#6 @ 2' O.C.

EACH SIDE

STAGGERED 12"

#6 @ 2' O.C.

CVR.

MIN.

P •"(TYP).LL…" STIFF. P

BOLTS @ 12" C/C

ƒ" DIA ANCHOR CL

SECOND POUR

EACH SIDE

STAGGERED 12"

#6 @ 2' O.C.

FLOW

BOLTS @ 12" C/C

ƒ" DIA ANCHOR

EACH SIDE

STAGGERED 12"

#6 @ 2' O.C.

301-53

4" ƒ" DIA CAST-IN-PLACE

ANCHOR

FLOW

(SUPPLIED BY OTHERS)

BULKHEAD SILL BEAM

CVR.

MIN.

SLOPE

MIN.

CVR.

SUPPLIED BY OTHERS

BULKHEAD SEAL FRAME

L4X4X•"

.(TYP)

P •"

1'-4"

S L

O P

P •"(TYP).L

POUR

SECOND

POUR

SECOND

LOCK WALL)

(TOP OF

EL. 382.00

SECOND POUR

@ EL. 282.00

(SUPPLIED BY OTHERS)

BULKHEAD SILL BEAM

STAGGERED 6" EA SIDE

BOLT @ 12" O.C. VERTICAL

ƒ" DIA TYPE F ANCHOR

SECOND POUR

@ EL. 282.00

M I

C V

LP •"

EA SIDE OF WEB (TYP)

STAGGERED O.C.

ENVIRONMENTAL PROTECTION.

4. EXPOSED BARS SHALL BE GALVANIZED FOR LONG TERM

3. ALL TOP OF CONCRETE ELEVATIONS SHOWN ARE FIRST POUR.

2. SEE DRAWING 61N240-6 FOR ANCHOR BOLTS.

NOTES AND TYPICAL DETAILS.

1. SEE DRAWING 61N240-2 THRU 61N240-9 FOR GENERAL

NOTES:

SUPPLIED BY OTHERS

BULKHEAD SEAL FRAME

(SUPPLIED BY OTHERS)

BULKHEAD SILL BEAM

(SUPPLIED BY OTHERS)

BULKHEAD SEAL FRAME

(SUPPLIED BY OTHERS)

BULKHEAD SEAL FRAME

FLOW

SECOND POUR

L4X4X•"

(SUPPLIED BY OTHERS)

BULKHEAD SEAL FRAME

FLOW

MIN.

CVR.

SECOND POUR

EL. 282.00

FLOW

301-54

M I

C V

301-54

M I

C V

1'-6"

SCALE:

3 4 5 6

2 3 4 5 6

REV NO.TASK COMPLETED BY:

DO NOT ALTER MANUALLY

C.A.D. DRAWING

ISSUED BY:

TENNESSEE VALLEY AUTHORITY

FOSSIL AND HYDRO ENGINEERING

AUTOCAD R

DATE

PLOT FACTOR:

REVIEWED BY: APPROVED BY:

AS CONST

EXCEPT AS NOTED

NO.

REV.

DATE

DRWNDSGN CHKD RVWDSUPV APPD

PROJECT

ISSD

REV

DISCIPLINE

INTERFACE

7 8 9

SUBMITTED BY:

APPROVED BY:

DRAWN BY:

CHECKED BY:

REVISION R CHIEF, ENGINEERING CONSTRUCTION DIVISION

US Army Corps of Engineers

Nashville District

P l m e

P l t e

F i m e

:3 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 r .d g n

----3

C04

N_TVA

---JDDJAN--

INITIAL ISSUE

KENTUCKY PROJECT

CHIEF, CIVIL DESIGN BRANCH

1•" = 1'-0"

JAN/20

KENTUCKY LOCK ADDITION

UPSTREAM MONOLITHS

CULVERT BULKHEAD RECESSES

SECTIONS AND DETAILS

SHEET 2 OF 3

61N301-54

CHS MFV

MRJ

MRJ JLD

CHS

MFV

BLACK & VEATCH

JAMES A. NIZNIK JOHNATHAN D. DUNCAN

MICHAEL F. ZOCCOLA P.E.

BARNEY DAVIS JR. P.E.

JENNIFER L. DICKERSON

12/6/16 SHS SHS JJL MAM NCB

8C61N301-54

(SUPPLIED BY OTHERS)

BULKHEAD SEAL FRAME

(SUPPLIED BY OTHERS)

BULKHEAD SILL BEAM

TO SEAL FRAME

DO NOT WELD SILL BEAM

SECOND POUR SECOND POUR SECOND POUR

301-53

L‚X‚x•(TYP)

3 3

L‚X‚x•(TYP)

TYP

L‚X‚x•(TYP)

E.W.

#9 @ 12"

#9 @ 12" E.W.

L‚X‚x•(TYP)

THALLE

ASBUILT PER RFI-0253 & RFI-0254

#9 @ 12

#5 TYP.

6" CL.

MIDDLE WALL MONOLITHS M28-M29

KEY WAY, OPPOSITE HAND FOR

16'-0"

27'-0"

9'-0"

SCALE:

3 4 5 6

2 3 4 5 6

REV NO.TASK COMPLETED BY:

DO NOT ALTER MANUALLY

C.A.D. DRAWING

ISSUED BY:

TENNESSEE VALLEY AUTHORITY

FOSSIL AND HYDRO ENGINEERING

AUTOCAD R

DATE

PLOT FACTOR:

REVIEWED BY: APPROVED BY:

AS CONST

EXCEPT AS NOTED

NO.

REV.

DATE

DRWNDSGN CHKD RVWDSUPV APPD

PROJECT

ISSD

REV

DISCIPLINE

INTERFACE

7 8 9

US Army Corps of Engineers

Nashville District

SUBMITTED BY:

APPROVED BY:

P l m e

P l t e

F i m e

:3 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

Y W

G N

DRAWN BY:

CHECKED BY:

REVISION R CHIEF, ENGINEERING CONSTRUCTION DIVISION

US Army Corps of Engineers

Huntington District

L-29 L-28

B B

NOTES:

SCALE: 1"=10'

20FT10010

FOR GENERAL NOTES, SEE SHEET 61N302-1.1.

SECTIONAL PLAN AT EL. 364.5

SCALE: 1"=10'-0" SECTION A-A

SECTION B-B

SCALE: •" = 1'-0"

TYP.

LOCK WALL FACE

15'X15'

CULVERT

EL.282

EL.303.0

EL.364.5

CHIEF - BRANCH

XXNXX 8C

C14

N_TVA

---CDWMACJAN-

INITIAL ISSUE

LOCK ADDITION

SDA & JLY

ABC

SAW

DOWNSTREAM MONOLITHS

ABC SAW

HUNTINGTON DISTRICT

1"=10'

KEY WAY

MONOLITHS L27 - L28

DETAILS

61N301-80

SDA & JLY

Tennessee River, Mile 22.2

EL. 282

WATERSTOP

POUR

SECOND

EL. 282 EL. 285

WATERSTOP

WATERSTOP TYP.

BLOCKOUT

SILL ANGLE

WATERSTOP TYP.

JOINT TYP.

MONOLITH

EL. 285

JOINT TYP.

MONOLITH

BLOCKOUT

SILL ANGLE

EL. 282

19'-7•"33'-4•"9'-0"

10'-0"

P A

C A

T C

19'-7•"42'-4•"

9'-0"

SCALE:

3 4 5 6

2 3 4 5 6

REV NO.TASK COMPLETED BY:

DO NOT ALTER MANUALLY

C.A.D. DRAWING

ISSUED BY:

TENNESSEE VALLEY AUTHORITY

FOSSIL AND HYDRO ENGINEERING

AUTOCAD R

DATE

PLOT FACTOR:

REVIEWED BY: APPROVED BY:

AS CONST

EXCEPT AS NOTED

NO.

REV.

DATE

DRWNDSGN CHKD RVWDSUPV APPD

PROJECT

ISSD

REV

DISCIPLINE

INTERFACE

7 8 9

US Army Corps of Engineers

Nashville District

SUBMITTED BY:

APPROVED BY:

P l m e

P l t e

F i m e

:3 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 k y s b lk h d .D

G N

DRAWN BY:

CHECKED BY:

REVISION R CHIEF, ENGINEERING CONSTRUCTION DIVISION

US Army Corps of Engineers

Huntington District

EL. 283.5

EL.283.5

S T

EL.261

9'-7"

2'-0"

11'-4"

2'-9•"

8'-3•"

NOT SHOWN

DISCHARGE LATERAL

S T

N T

L E

EL.285

S T

EL.272

M A I

N T

E N

A N

L K

H E

L L

G E

O M

E T

L K

H E

A D

L O

L L

GATE RECESS

PLAN

SCALE 1"=10'

SECTION A-A

NOTES:

FOR NOSING DETAIL SEE SHEET KLLK 21-39.4.

FOR MONOLITH DETAIL SEE SHEET ???3.

FOR CULVERT LAYOUT SEE SHEETS SERIES 61N321.2.

FOR GENERAL NOTES, SEE SHEET 61N302-1.1.

M-31 M-30

M-29 M-28 M-27

L-31 L-30

L-29

L-28

L-27

SCALE: 1"=10'

20FT10010

SCALE 1"=10'

XXNXX 8C

C14

N_TVA

---CDWMACJAN-

INITIAL ISSUE

LOCK ADDITION

MMB SAW

SDA & JLY

MMB & ABC

SAW

DOWNSTREAM MONOLITHS

KENTUCKY LOCK

DOWNSTREAM SILLS

MITER GATE SILL

HUNTINGTON DISTRICT

1"=10'

61N301-62

SDA & JLY

WALL

BAFFLE

C.J. C.J.

3'-3" ƒ ƒ

3'-3"

10'-6"3'-3"

10'-0"21'-6"10'-0"3'-0"

SCALE:

3 4 5 6

2 3 4 5 6

REV NO.TASK COMPLETED BY:

DO NOT ALTER MANUALLY

C.A.D. DRAWING

ISSUED BY:

TENNESSEE VALLEY AUTHORITY

FOSSIL AND HYDRO ENGINEERING

AUTOCAD R

DATE

PLOT FACTOR:

REVIEWED BY: APPROVED BY:

AS CONST

EXCEPT AS NOTED

NO.

REV.

DATE

DRWNDSGN CHKD RVWDSUPV APPD

PROJECT

ISSD

REV

DISCIPLINE

INTERFACE

7 8 9

US Army Corps of Engineers

Nashville District

SUBMITTED BY:

APPROVED BY:

P l m e

P l t e

F i m e

: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 t d is c h .D

G N

DRAWN BY:

CHECKED BY:

REVISION R CHIEF, ENGINEERING CONSTRUCTION DIVISION

US Army Corps of Engineers

Huntington District

TYP TYP

NOTES:

SECTION A-A

SECTION C-C

SECTION D-D

DETAIL A

EL.285

EL.282

EL. 263.5

EL.261

EL.263.5

C.J.

EL.285

DETAIL A

SCALE•"=1'-0"

SECTION B-B

SECTION E-E

E B B

C C

D D

A A

SCALE: 1" = 5'

SCALE 1" = 5'

EL.285

EL.282

EL.267

EL.263.5

T Y P

FOR CULVERT BULKHEAD SLOT SEE SHEET 20-161.3.

FOR CULVERT LAYOUT SEE SHEETS SERIES 61N321.2.

FOR GENERAL NOTES, SEE SHEET 61N302-1.1.

SCALE: 1"=10'

20FT10010

SCALE 1"=10'

SCALE: 1"=5'

55 10

XXNXX 8C

C14

N_TVA

---CDWMACJAN-

INITIAL ISSUE

LOCK ADDITION

SAW

MMB & ABC

SAW

MMB

DOWNSTREAM MONOLITHS

FILLING AND EMPTYING SYSTEM

DISCHARGE LATERALS

PLANS, ELEVATION & DETAILS

HUNTINGTON DISTRICT

1"=10'

61N301-64

1'-6

" R

4' -9

4'-9"

1'-0"R

CVR_DLM

61N651-18

61N651-19

61N651-20

61N651-30

61N651-31

822N3060

822N3061

822N3063

822N3065

822N3068

822N3069

822N3070

822N3071

822N3072

822N3073

KYL_DLM_30_DQC_Folio_2.pdf

68N201-3

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68N201-5

68N201-9

68N201-10

68N201-11

68N201-12

68N201-13

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68N201-17

68N201-18

File details come from the government source that posted it. Updated Feb 21, 2020.