FIO_Lock_Excavation.pdf

SHEET INDEX FOR INFORMATION ONLYSHEET INDEX

GEOLOGIC SECTION 7 AT STATION 1+1561W510-50-LE

GEOLOGIC SECTION 6 AT STATION 0+6461W510-49-LE

GEOLOGIC SECTION 5 AT STATION 0+0061W510-48-LE

GEOLOGIC SECTION 4 AT STATION 0+70 (US)61W510-47-LE

GEOLOGIC PROFILE 3 - SHEET 2 OF 261W510-38-LE

GEOLOGIC PROFILE 3 - SHEET 1 OF 261W510-37-LE

GEOLOGIC PROFILE 2 - SHEET 2 OF 261W510-36-LE

GEOLOGIC PROFILE 2 - SHEET 1 OF 261W510-35-LE

GEOLOGIC PROFILE 1 - SHEET 2 OF 261W510-34-LE

GEOLOGIC PROFILE 1 - SHEET 1 OF 261W510-33-LE

SECTION REFERENCE PLAN61W510-32-LE

BORING LOCATION PLAN61W510-31-LE

GEOLOGIC MAP61W510-30-LE

LIST OF ABBREVIATIONS FOR DESCRIBING ROCK CORE61W510-28-LE

STABILITY BERM - CELLS 22-2861W510-27f-LE

INCLINED ANCHOR PROFILES RA-41 - RA-4461W510-27e-LE

INCLINED ANCHOR PROFILES RA-37 - RA-4061W510-27d-LE

INCLINED ANCHOR PROFILES RA-33 - RA-3661W510-27c-LE

INCLINED ANCHOR PROFILES RA-29 - RA-3261W510-27b-LE

INCLINED ANCHOR PROFILES RA-25 - RA-2861W510-27a-LE

INCLINED ANCHOR PROFILES RA-21 - RA-2461W510-27-LE

INCLINED ANCHOR PROFILES RA-17 - RA-2061W510-26-LE

INCLINED ANCHOR PROFILES RA-13 - RA-1661W510-25-LE

INCLINED ANCHOR PROFILES RA-9 - RA-1261W510-24-LE

INCLINED ANCHOR PROFILES RA-5 - RA-861W510-23-LE

INCLINED ANCHOR PROFILES RA-1 - RA-461W510-22-LE

ANCHOR SUPPORT BLOCKS - CONCRETE DETAILS61W510-21-LE

INCLINED ANCHOR DETAILS61W510-20-LE

COFFERDAM PROFILE - CELLS 43-4961W510-19-LE

COFFERDAM LAYOUT - CELLS 43-4961W510-18-LE

COFFERDAM PROFILE - CELLS 39-4261W510-17-LE

COFFERDAM LAYOUT - CELLS 39-4261W510-16-LE

COFFERDAM PROFILE - CELLS 35-3861W510-15-LE

COFFERDAM LAYOUT - CELLS 35-3861W510-14-LE

COFFERDAM PROFILE - CELLS 31-3461W510-13-LE

ANCHORS AT OUTLET - CELLS 31-3361W510-12a-LE

COFFERDAM LAYOUT - CELLS 31-3461W510-12-LE

ROCK ANCHOR LAYOUT - INCLINED ANCHORS61W510-11-LE

CIVIL - GENERAL NOTES - LEGEND AND ABBREVIATIONS61W510-10-LE

STANDARD DETAILS - SHEET 2 OF 261W510-09-LE

STANDARD DETAILS - SHEET 1 OF 261W510-08-LE

GENERAL NOTES AND ABBREVIATIONS61W510-06-LE

EXISTING UTILITIES AND DRAINAGE PLAN - SHEET 3 OF 361W510-05-LE

EXISTING UTILITIES AND DRAINAGE PLAN - SHEET 2 OF 361W510-04-LE

EXISTING UTILITIES AND DRAINAGE PLAN - SHEET 1 OF 361W510-03-LE

CONTRACTOR WORK LIMITS AND BASELINES SHEET 2 OF 261W510-02c-LE

CONTRACTOR WORK LIMITS AND BASELINES SHEET 1 OF 261W510-02b-LE

CONSTRUCTION LIMITS AND LAYDOWN AREAS61W510-02a-LE

ABREVIATIONS - LEGEND 61W510-02-LE

SURVEY CONTROL61W510-01-LE

DRAWING INDEX61W510-00-LE

SITE DETAILS - SHEET 2 OF 261W525-43-LE

SITE DETAILS - SHEET 1 OF 261W525-38-LE

DISPOSAL AREA SECTIONS61W525-33-LE

SITE PLAN - DISPOSAL AREA GRADING PLAN - SHEET 2 OF 261W525-21-LE

SITE PLAN - DISPOSAL AREA GRADING PLAN - SHEET 1 OF 261W525-20-LE

SECANT PILE WALLS - INCLINOMETERS61W510-344-LE

LAND WALL MONOLITH L13 - SECANT PILE WALL61W510-96-LE

LAND WALL MONOLITH L13 - SECANT PILE WALL - CAP BEAM AND REINFORCEMENT IN FIRST LIFT CONCRETE61W510-95-LE

LAND WALL MONOLITH L13 - SECANT PILE WALL - PILE SECTIONS & REINFORCEMENT61W510-94-LE

LAND WALL MONOLITH L13 - SECANT PILE WALL - LAYOUT AND COORDINATES61W510-93-LE

EXPLORATORY BORING PLAN61W510-88-LE

SHOTCRETE - MITER SILLS AND MAINTENANCE CLOSURE SILL - ELEVATIONS61W510-85-LE

SHOTCRETE - CROSSOVER TRENCH AND OUTLET STRUCTURE - PLAN AND ELEVATIONS61W510-84-LE

SHOTCRETE - RIVERSIDE LOOKING SOUTH - ELEVATIONS - SHEET 2 OF 261W510-83-LE

SHOTCRETE - RIVERSIDE LOOKING NORTH - ELEVATIONS - SHEET 1 OF 261W510-82-LE

SHOTCRETE - RIVERSIDE LOOKING SOUTH - ELEVATIONS - SHEET 2 OF 261W510-81-LE

SHOTCRETE - RIVERSIDE LOOKING NORTH - ELEVATIONS - SHEET 1 OF 261W510-80-LE

LOCK FLOOR PREPARARTION DETAILS AND SHOTCRETE PLACEMENT DETAILS61W510-79-LE

LOCK FLOOR PREPARATION, SHOTCRETE PLAN AND OPTION 3.61W510-78-LE

ROCK REINFORCEMENT - MITER SILLS AND MAINTENANCE CLOSURE SILL - PLAN AND ELEVATIONS61W510-77-LE

ROCK REINFORCEMENT - CROSS-OVER TRENCH AND OUTLET STRUCTURE - PLAN AND ELEVATIONS61W510-76-LE

ROCK REINFORCEMENT - LANDSIDE - ELEVATIONS - SHEET 2 OF 261W510-75-LE

ROCK REINFORCEMENT - LANDSIDE - ELEVATIONS - SHEET 1 OF 261W510-74-LE

ROCK REINFORCEMENT - LANDSIDE - SECTIONS61W510-73a-LE

ROCK REINFORCEMENT - LANDSIDE - PLAN VIEW61W510-73-LE

ROCK REINFORCEMENT - RIVERSIDE - ELEVATIONS - SHEET 2 OF 261W510-72-LE

ROCK REINFORCEMENT - RIVERSIDE - ELEVATIONS - SHEET 1 OF 261W510-71-LE

ROCK REINFORCEMENT - RIVERSIDE - PLAN VIEW61W510-70-LE

EXCAVATION PROFILE - SHEET 2 OF 261W510-69-LE

EXCAVATION PLAN - SHEET 2 OF 261W510-68-LE

EXCAVATION PROFILE - SHEET 1 OF 261W510-67-LE

EXCAVATION PLAN - SHEET 1 OF 261W510-66-LE

FLOODING FACILITY SPLASH PAD CONCRETE PLAN AND SECTIONS61W510-65a-LE

OVERBURDEN EXCAVATION PLAN61W510-65-LE

OPTIONS 5. - 8. CONTRACT EXCAVATION PLAN AND LIMITS 61W510-64c-LE

OPTION 4. CONTRACT EXCAVATION PLAN AND LIMITS61W510-64b-LE

OPTIONS 1. AND 2. CONTRACT EXCAVATION PLAN AND LIMITS61W510-64a-LE

BASE CONTRACT EXCAVATION PLAN AND LIMITS61W510-64-LE

GEOLOGIC SECTION 20 AT STATION 8+1761W510-63-LE

GEOLOGIC SECTION 19 AT STATION 7+6561W510-62-LE

GEOLOGIC SECTION 18 AT STATION 6+8461W510-61-LE

GEOLOGIC SECTION 17 AT STATION 6+1361W510-60-LE

GEOLOGIC SECTION 16 AT STATION 5+6061W510-59-LE

GEOLOGIC SECTION 15 AT STATION 5+1361W510-58-LE

GEOLOGIC SECTION 14 AT STATION 4+5761W510-57-LE

GEOLOGIC SECTION 13 AT STATION 4+0061W510-56-LE

GEOLOGIC SECTION 12 AT STATION 3+6061W510-55-LE

GEOLOGIC SECTION 11 AT STATION 2+9261W510-54-LE

GEOLOGIC SECTION 10 AT STATION 2+5861W510-53-LE

GEOLOGIC SECTION 9 AT STATION 2+0761W510-52-LE

GEOLOGIC SECTION 8 AT STATION 1+5661W510-51-LE

1012N814 PROPOSED TOE DRAIN - RELOCATION PLAN & PROFILE

CHICKAMAUGA LOCK COFFERDAM GEOLOGIC MAPREF-01

FLOOD FACILITY SLIDE GATE ELEVATION & SECTIONS68W500-26

HYDRO GATE SHEET 2 OF 268W500-26B

HYDRO GATE SHEET 1 OF 268W500-26A

FLOOD FACILITY CONCRETE PLANS AND SECTIONS68W500-25

ELECTRICAL SECTIONS65W407

CONDUIT BANKS LAYOUT - BOXL17 SHEET 3 OF 365W407C

CONDUIT BANKS LAYOUT - BOX L4 SHEET 2 OF 365W407B

CONDUIT BANKS LAYOUT - BOX L3 SHEET 1 OF 365W407A

ELECTRICAL DETAILS65W406

DATA LOGGER RELOCATION SHEET 3 OF 365W406C

DATA LOGGER RELOCATION SHEET 2 OF 365W406B

DATA LOGGER RELOCATION SHEET 1 OF 365W406A

ELECTRICAL SCHEMATICS AND DETAILS65W405

ELECTRICAL ONELINE AND PANEL SCHEDULES65W404

RIVERWARD COFFERDAM ELECTRICAL AND GROUNDING PLAN65W403

LANDWARD COFFERDAM ELECTRICAL AND GROUNDING PLAN65W402

COFFERDAM ELECTRICAL POWER PLAN65W401

SEGMENTAL COFFERDAM MONITORING INSTRUMENTATION SECTION AND DETAIL61W860-12

INSTRUMENTATION SHOP DRAWING SHEET 4 OF 461W860-12D

INSTRUMENTATION SHOP DRAWING SHEET 3 OF 461W860-12C

INSTRUMENTATION SHOP DRAWING SHEET 2 OF 461W860-12B

INSTRUMENTATION SHOP DRAWING SHEET 1 OF 461W860-12A

SEGMENTAL COFFERDAM MONITORING INSTRUMENTATION PLAN61W860-11

INSTRUMENTATION SECTIONS61W860-2

INSTRUMENTATION LOCATION PLANS - CELLULAR COFFERDAM61W860-1

MICHAEL A. MORRISON KRISTEN L. SMITH NICOLE C. BERGER

VANESSA C. BATEMAN P.G.,P.E.

JAMES R. WADDLE P.E.

SCALE:

DO NOT ALTER MANUALLY

C.A.D. DRAWING

ISSUED BY:

R

TENNESSEE VALLEY AUTHORITY

FOSSIL AND HYDRO ENGINEERING

AUTOCAD R

DATE

PLOT FACTOR:

REVIEWED BY: APPROVED BY:

AS CONST

EXCEPT AS NOTED

NO.

REV.

DATE

R

R

DRWNDSGN CHKD RVWDSUPV APPD

PROJECT

ISSD

ID

CD

REV

DISCIPLINE

INTERFACE

US Army Corps of Engineers

Nashville District

SUBMITTED BY:

APPROVED BY:

P l o t

T i m e

P l

D a t e

F i l e

N m e

:1

:1

P M

Q

P r o j e c t s

C h ic k a m a u g

L c k

L o c k

E x c a v a t io n

C n t r a c t

A s

A w a r d d r t if ie d

F in a l_

D G

N

W

L E .d g n

DESIGNED BY:

DRAWN BY:

CHECKED BY:

CHIEF, ENGINEERING CONSTRUCTION DIVISION

H

F

G

E

3 4 5 6

D

C

B

A

2 3 4 5 6

7 8

REV NO.TASK COMPLETED BY:

F

E

7 8 9 10

D

C

B

11 12

A

C

C07

W_TVA

---KLS-0

XX

MAM

INITIAL ISSUE

CHICKAMAUGA PROJECT

JUN/16

MAA

JH

SCM

CHIEF, CIVIL DESIGN BRANCH

MAA JH SCM

LOCK REPLACEMENT

NCB

61W510-00-LE

61W510-00-LE

CELRN

SHEET INDEX

1:1

LOCK EXCAVATION

AS-AWARDED CERTIFIED FINAL

C07

---NCBKLS--0

MAM

INITIAL ISSUE

LOCK REPLACEMENT

CHICKAMAUGA PROJECT

1" = 30'

JUN/16

BEH ST SCM

CHIEF, CIVIL DESIGN BRANCH

BEH

ST

SCM

SURVEY CONTROL

61W510-01-LE

LOCK EXCAVATION

CHANNEL LINE

LEFT NAVIGATION

FLOW DEFLECTION DIKE

N 282,269.42

CL 14_1

E 2,199,026.19

E 2,199,437.34

BUILDING

OPERATIONS

LAND SIDE MONOLITH

RIVER SIDE MONOLITH

N 282,285.08

CL24-1 LOCKWALL

WP

BENCHMARK:

ELEV.-669.55

HIGHWAY 153 BRIDGE

BOLT AT BASE OF

N

NOTES:

OMPUTER

IDED

RAFTING

C

A

D

D

ESIGN &

6.

5.

4.

3.

2.

1.

LOCATIONS WILL BE PROVIDED BY THE COR.

(6) AREAS INDENTIFIED ON THIS DRAWING AND 61W510-02a-LE. FINAL

ON PEDESTALS AS DESCRIBED IN SPECIFICATION SECTION 01 32 23 AT THE SIX

THE CONTRACTOR SHALL INSTALL HORIZONTAL AND VERTICAL CONTROL MONUMENTS

OF THIS CONTROL POINT.

OF THE RESIDENT OFFICE. THE CONTRACTOR SHOULD VERIFY THE ACCURACY

TDOT MONUMENT "33-153-04" WAS POSSIBLY DISTURBED BY THE INSTALLATION

SCIENCE, INC. ON 3-29-05.

INFORMATION. AERIAL PHOTOGRAPHY AND DIGITAL MAPPING PREPARED BY PHOTO

BACKGROUND, CONTOURS AND FEATURES SHOWN ARE BASED OFF AERIAL SURVEY

DAM PRIOR TO AND DURING CONSTRUCTION.

DAM, CONTRACTOR SHALL FIELD VERIFY COORDINATES ON THE EXISTING LOCK &

DUE TO THE POSSIBLE HORIZONTAL AND VERTICAL MOVEMENT OF THE LOCK AND

ELEVATIONS ARE BASED ON NORTH AMERICAN VERTICAL DATUM (NAVD) 1988.

NORTH AMERICAN DATUM (NAD) 1983.

COORDINATES ARE BASED ON STATE PLANE COORDINATES FOR TENNESSEE,

C36 C37

C35

C34 C33C32C31C30

C29

C28

C27

C26

C25

C24

C23 C22C50

N 282,010.72

E 2,198,248.84

N 282,036.77

E 2,198,923.34

060 30 60 120FT

SCALE: 1''= 60'

(CP 745)

ELEV.=665.06

E=2198607.9495

N=282942.8067

TN GRID (NAD 83)

3-1/4" ALUMINUM DISK

(SEE NOTE 5)

TDOT MONUMENT: "33-153-04"

WP

DO NOT ALTER MANUALLY

C.A.D. DRAWING

PLOT FACTOR:1

H

F

G

E

3 4 5 6

D

C

B

A

2 3 4 5 6

7 8

F

E

7 8 9 10

D

C

B

11 12

A

P l m e

P l t e

F i m e

:1

Q

P r o j e c t s

C h ic k a m a u c k

L o c a v a t n t r a c t

A s

A w a r d r t if ie d

F in a l_

D G

N

W

L E .d g n

DISCIPLINE

INTERFACE

TASK COMPLETED BY: REV NO.

61W510-01-LE

SCALE:

ISSUED BY:

R

TENNESSEE VALLEY AUTHORITY

FOSSIL AND HYDRO ENGINEERING

AUTOCAD R

DATE

REVIEWED BY: APPROVED BY:

AS CONST

EXCEPT AS NOTED

NO.

REV.

DATE

R

R

DRWNDSGN CHKD RVWDSUPV APPD

PROJECT

ISSD

ID CD

REV

US Army Corps of Engineers

Nashville District

SUBMITTED BY:

APPROVED BY:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

CHIEF, ENGINEERING CONSTRUCTION DIVISION

VANESSA C. BATEMAN P.G.,P.E.

JAMES R. WADDLE P.E.

NICOLE C. BERGERKRISTEN L. SMITHMICHAEL A. MORRISON

CELRN

C38

C39

C40

C41

C42

C43 C44

C45 C47

C46 C48

C49

S T

A

U

S T

A

T

A

N 281,500

E

E

E

E

E

E

E

N 281,750

N 282,250

N 282,500

E

N 282,000

S T

A

S T

A

T

A

T

A

T

A

T

A

A

0 8:1

W_TVA

7C

AS-AWARDED CERTIFIED FINAL

ACCESS ROAD

FLOW

SPILLWAY

{ DAM AXIS

BRIDGE

TN SR 153

{ 60' x 360' EXISTING LOCK

{ 110' x 600'

NEW LOCK

O

C K

S

CHANNEL LINE

RIGHT NAVIGATION

CELL

PROTECTION

LINES

TRANSMISSION

COFFERDAM

EXISTING LOCK

LINES

TRANSMISSION

TVA BRASS CAPS

TVA BRASS CAPS

ROUTE 153

TN STATE

TENNESSEE RIVER

(S 87° 47' 18" W)

(S 87° 47' 18" W)

(VERTICAL LIFT SPAN)

RR BRIDGE

NORFOLK SOUTHERN

SHEAR WALL

N O R T

H

C

H I C

K A

M A

U G

A

C R E E

K

ROCK/GRAVEL

UNUSED PANEL

T N

T N

T N

635.8

ROCKS

639.2

639.2

639.3

639.5

639.5

639.6

640.1

640.1

640.3

640.4

640.5

640.9

ROCK/GRAVEL

ROCK/GRAVEL

644.3

ROCK/GRAVEL

ROCK/GRAVEL

655.1 655.6

657.3

657.5

657.8 657.8 657.8

657.8

658.5

658.7

658.7

658.7

659.2

659.5

FENCE U/C

659.8

660.7

661.2

AREA U/C

Z 662.170

662.4

662.5

662.5

662.5

662.6

662.8

662.8

663.1

664.3

664.4

664.5

664.5

664.5ELEV.=664.90

E=2198428.5356 N=282708.3356

TN GRID (NAD 83)

CONTROL POINT: "CHICK-3"

ARCADIS TEMPORARY

665.3

665.8

666.1

666.2

666.6

666.6

666.9

667.2

667.2 667.3

668.1

669.1

669.5

R O

C K

G R

A V

E L

669.7

669.8

670.1

670.2

670.2

670.3

670.4

670.4

670.8

ROCK/GRAVEL

671.3

671.7

671.9

673.9

674.5

675.2

675.3

677.7

679.1

679.1 679.8

ROCK/GRAVEL

680.3

680.4

680.7

680.9

681.5

682.5

682.8

683.3

684.4

684.9

686.3

686.4

687.4

692.2 692.2

692.2 692.2 692.2

692.2 692.2

692.2

692.2 692.2

692.2

692.2

692.2

Z 692.217

Z 692.254

692.3

ROCK/GRAVEL

695.5

696.8

697.3

697.7

697.7

697.7

697.7

697.7

697.7

697.7

697.8

697.8

697.8

697.9

ROCK/GRAVEL

ROCK/GRAVEL

705.7

706.4

706.8

707.2

707.4

707.8

756.8

757.7

757.7

757.8

(SEE NOTE 6)

CONTROL MONUMENT

(SEE NOTE 6)

CONTROL MONUMENT

(SEE NOTE 6)

CONTROL MONUMENT

(SEE NOTE 6)

CONTROL MONUMENT

(SEE NOTE 6)

CONTROL MONUMENT

(SEE NOTE 6)

CONTROL MONUMENT

TO WATER

EXISTING RAMP

ABBREVIATIONS LIST:

UTILITY OWNERS:

POINT TABLE KEY:

LEGEND:

NOTES:

MICHAEL A. MORRISON KRISTEN L. SMITH NICOLE C. BERGER

JAMES R. WADDLE P.E.

VANESSA C. BATEMAN P.G.,P.E.

SCALE:

DO NOT ALTER MANUALLY

C.A.D. DRAWING

ISSUED BY:

R

TENNESSEE VALLEY AUTHORITY

FOSSIL AND HYDRO ENGINEERING

AUTOCAD R

DATE

PLOT FACTOR:

REVIEWED BY: APPROVED BY:

AS CONST

EXCEPT AS NOTED

NO.

REV.

DATE

R

R

DRWNDSGN CHKD RVWDSUPV APPD

PROJECT

ISSD

ID

CD

REV

DISCIPLINE

INTERFACE

US Army Corps of Engineers

Nashville District

SUBMITTED BY:

APPROVED BY:

P l m e

P l t e

F i m e

:1

:2

Q

P r o j e c t s

C h ic k a m a u c k

L o c a v a t n t r a c t

A s

A w a r d r t if ie d

F in a l_

D G

N

W

L E .d g n

DESIGNED BY:

DRAWN BY:

CHECKED BY:

CHIEF, ENGINEERING CONSTRUCTION DIVISION

H

F

G

E

3 4 5 6

D

C

B

A

2 3 4 5 6

7 8

REV NO.TASK COMPLETED BY:

F

E

7 8 9 10

D

C

B

11 12

A

C

C07

W_TVA

---KLS-0

XX

MAM

INITIAL ISSUE

CHICKAMAUGA PROJECT

BERGMANN

JUN/16

KMS

TSH

PJS

CHIEF, CIVIL DESIGN BRANCH

KMS TSH PJS

NONE

LOCK REPLACEMENT

NCB

61W510-02-LE

61W510-02-LE

ABBREVIATIONS, LEGEND

LOCK EXCAVATION

AS-AWARDED CERTIFIED FINAL

TREE

F

JT

INV

HP

HOR

HH

GALV

GA

EXP

ETC

ELEC

EL

EF

DWG

DS

DN

DIA

CONC

CMP

CL

CJ

CB

CC

BF

APPROX

ALUM

ALT

JOINT

INVERT

HIGH POINT

HORIZONTAL

HAND HOLE

GALVANIZED

GAGE

EXPANSION

ETCETERA

ELECTRIC

ELEVATION

EACH FACE

DRAWING

DOWNSTREAM

DOWN

DIAMETER

CONCRETE

CORRUGATED METAL PIPE

CLEAR

CONSTRUCTION JOINT

CATCH BASIN

CENTER TO CENTER

BOTTOM FACE

APPROXIMATE

ALUMINUM

ALTERNATE

D

U

PR

MR

EF

PF

TF

RO1

R1

PT

POE

POB

PI

PC

TELEPHONE:

SEWER:

WATER:

GAS:

POWER:

(423) 752-9018

MS. BRENDA ELLIS

CHATTANOOGA, TN 37403

300 M. L. KING BLVD,

BELL SOUTH

(423) 727-5117

WILLIAM C. MCDONALD

CHATTANOOGA, TN 37402

100 E. 11TH STREET

ROOM 210, CITY HALL

CITY OF CHATTANOOGA

(423) 877-3513

JERRY TURNER, MANAGER

HIXON, TN 37343-5598

5005 AUSTIN ROAD

P.O. BOX 1598

HIXON UTILITY DISTRICT

(404) 584-4184

SCOTT SIEGEL

ATLANTA, GA 30307

P.O. BOX 4569

ATLANTA GAS LIGHT COMPANY

(423) 648-3269

DAVID WADE

CHATTANOOGA, TN 37422

P.O. BOX 182255

ELECTRIC POWER BOARD OF CHATTANOOGA

NAVIGATION:

LOCKMASTER:

FIBER OPTIC:

CABLE TV:

TOP FACE

TELEPHONE

TO BE DETERMINED

THREAD

SYMMETRICAL

STIRRUP

STANDARD

STATION

SECTION

REQUIRED

REINFORCEMENT

REINFORCED CONCRETE PIPE

RADIUS

QUALITY ASSURANCE

POLYVINYL CHLORIDE

POINT OF TANGENCY

POINT OF END

POINT OF BEGINNING

POINT OF INTERSECTION

POINT OF CURVE

OPPOSITE

ON CENTER

NOT TO SCALE

MINIMUM

MAXIMUM

LIGHT POLE

DIAMETER

AT

CENTERLINE

WELDED WIRE

WATERSTOP

WORKLINE

VERTICAL

UPSTREAM

UNDER CONSTRUCTION

TYPICAL

TF

TELE

TBD

T

SYMM

STIR

STD

STA

SECT

REQ'D

REINF

RCP

R

QA

PVC

PT

POE

POB

PI

PC

OPP

OC

NTS

MIN

MAX

LP

WWF

WS

WL

VERT

US

U/C

TYP

664.5

660.5

CWL

SF

SEED

OH

PROPOSED WORKING POINT

PROPOSED WORKING POINT

RIPRAP

PERFORMED DURING LANDSCAPE ESTABLISHMENT

LIMITS OF TREE/SEEDLING PLANTINGS TO BE

OVERHEAD POWER LINES/TOWER

BASELINE

TOPSOIL STRIPPING

GRUBBING AND

LIMITS OF CLEARING

LIMITS OF GRUBBING

61W510-05-LE,

DRAWINGS 61W510-03-LE,61W510-04-LE, AND

INFORMATION SHOWN ON THIS SHEET PERTAINS TO 1.

x xx x x

DITCH POINT

UTILITY POINT

PAVEMENT REMOVAL

MAINTENANCE RAMP REMOVAL

EXISTING FENCE

PERMANENT FENCE

TEMPORARY FENCE

OPERATIONS BUILDING RAMP

MAINTENANCE SHOP RAMP

POINT OF TANGENCY

POINT OF END

POINT OF BEGINNING

POINT OF INTERSECTION

POINT OF CURVE

(865) 632-8199

CLAYTON MINCHEW

CHATTANOOGA, TN 37402

1101 MARKET STREET

TVA

(423) 875-6230

CHRIS CLABOUGH

CHATTANOOGA, TN 37415

5400 LAKE RESORT DRIVE

CORPS OF ENGINEERS

(918) 547-9919

MR. GEORGE OTEY, MANAGER

TULSA, OK 74121-2064

P.O. BOX 22064

MAIL DROP TC-11A

ONE TECHNOLOGY CENTER

WILLIAMS COMMUNICATIONS, INC.

(423) 855-3900

GEOFF SHOOK

CHATTANOOGA, TN 37421

2030 EAST POLYMER DRIVE

COMCAST CABLEVISION

CONCRETE STRUCTURE

MANHOLES

EXISTING CATCH BASINS

TRANSFORMER

HAND HOLE, MONITORING WELL, ELEC. HH, CONC. TELE. MARKER

HAND HOLE, CONC. MARKER, MONITORING WELL)

VARIOUS SITE FEATURES (MANHOLE, LIGHT / UTILITY POLE,

EXISTING WATER'S EDGE

EXISTING OVERHEAD UTILITY LINE

BRIDGE BENT/PIER

UTILITY POLE W/ GUY WIRE

UTILITY POLE

LIGHTPOLES

EXISTING TREES

TREELINE

POINT IDENTIFIERS

SILT FENCE

SEEDING LINE

CONTRACTOR WORK LIMIT

PROPOSED SPOT ELEVATION

EXISTING SPOT ELEVATION

PROPOSED ROAD LIMITS/FEATURES

EXISTING ROAD

NEW FENCE

EXISTING FENCE

EXISTING MINOR TOPOGRAPHY

PROPOSED MAJOR TOPOGRAPHY

EXISTING MAJOR TOPOGRAPHY

CB

W.E.

668.5 W.E.

677.4

W.E.

677.4

W.E.

666.2

UNPAVED PARKING

W.E.

673.5 W.E.

671.7

W.E.

669.1

W.E.

666.3

W.E.

666.2

W.E.

661.9

W.E.

661.7

W.E.

666.3

W.E.

666.3

SCALE:

DO NOT ALTER MANUALLY

C.A.D. DRAWING

ISSUED BY:

R

TENNESSEE VALLEY AUTHORITY

FOSSIL AND HYDRO ENGINEERING

AUTOCAD R

DATE

PLOT FACTOR:

REVIEWED BY: APPROVED BY:

AS CONST

EXCEPT AS NOTED

NO.

REV.

DATE

R

R

DRWNDSGN CHKD RVWDSUPV APPD

PROJECT

ISSD

ID

CD

REV

DISCIPLINE

INTERFACE

US Army Corps of Engineers

Nashville District

SUBMITTED BY:

APPROVED BY:

P l m e

P l t e

F i m e

:1

Q

P r o j e c t s

C h ic k a m a u c k

L o c a v a t n t r a c t

A s

A w a r d r t if ie d

F in a l_

D G

N

W a

L E .d g n

DESIGNED BY:

DRAWN BY:

CHECKED BY:

CHIEF, ENGINEERING CONSTRUCTION DIVISION

H

F

G

E

3 4 5 6

D

C

B

A

2 3 4 5 6

7 8

REV NO.TASK COMPLETED BY:

F

E

7 8 9 10

D

C

B

11 12

A

CHICKAMAUGA PROJECT

LOCK REPLACEMENT

INITIAL ISSUE

MAM

XX

0 - - KLS - - -

W_TVA

07 C

C

DEK

CHIEF, CIVIL DESIGN BRANCH

1" = 150'

0150 75 150 300FT

SCALE: 1''= 150'

JUN/16

SCM

DEK SCM

CELRN

SCM

SCM

N

NCB

N

OR

T H

CH

IC

K

AM

AU

GA

CR

E E

K

T N

JAMES R. WADDLE P.E.

KRISTEN L. SMITH NICOLE C. BERGERMICHAEL A. MORRISON

61W510-02a-LE

61W510-02a-LE

TRAI

LHEAD

DRI

VE

EVI

RD

TROSER

EKAL

T R

A I

L H

E A

R I

V E

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

C

BRESIDENT OFFICE

NAVIGATION L

IMITS

680 680

CONSTRUCTION LIMITS

AND LAYDOWN AREAS

CONTRACTOR WORK LIMITS

(SEE NOTE 2)

BOAT RAMP

AREA #1

LAYDOWN

AREA #2

LAYDOWN

D I S P

O S

A L

S I T E

LOCK EXCAVATION

(NO CONTRACTOR ACCESS)

RESTRICTED AREAS

SEE NOTE 3

SEE NOTE 4.

CORE STORAGE BUILDING

VANESSA C. BATEMAN P.G.,P.E.

BOARD

TRANSMI

SSI

ON

LI

NES

CHATTANOOGA

ELECTRI

C

POWER

NORFOLK

SOUTHERN

RAI

LROAD

MONITORING WELLS

GROUNDWATER

FINAL LOCATIONS WILL BE PROVIDED BY THE COR.

01 32 23 AT THE SIX (6) AREAS INDENTIFIED ON THIS DRAWING.

MONUMENTS ON PEDESTALS AS DESCRIBED IN SPECIFICATION SECTION

THE CONTRACTOR SHALL INSTALL HORIZONTAL AND VERTICAL CONTROL 5.

CORE STORAGE BUILDING AND PARKING AREA ADJACENT TO IT.

CONTRACTOR SHALL COORDINATE WITH COR FOR ACCESS AND USAGE OF 4.

EXCLUDED FROM CONTRACTOR WORK LIMITS.

FENCED AREAS OF EMBANKMENT AND LOCK MAINTENANCE FACILITIES ARE 3.

SHALL BE VERIFIED DURING THE PRE-BID SITE VISIT.

BY THE CONTRACTOR PRIOR TO BEING AVAILABLE FOR USE. CONDITIONS

BOAT RAMP SHOWN MAY REQUIRE GRADING OR OTHER SURFACE TREATMENT 2.

BE RELOCATED TO ACCOMMODATE CONTRACTORS OPERATIONS.

CONTRACTOR. ADDITIONAL UTILITIES ARE PRESENT AND MAY NEED TO

FINAL UTILITY LOCATION NOT ESTABLISHED, RESPONSIBILITY OF 1.

NOTES:

LEGEND:

(SEE NOTE 5)

CONTROL MONUMENTS

CONTRACTOR WORK LIMITS

SCALE: 1" = 50'

050 25 50 100FT

SCALE: 1''= 50'

F

NEW OPERATIONS BUILDING

F

'POINT' AREA

F

F

F

N

F

LOCK WALL

NEW LANDSIDE

F

F

ENTRANCE

LOCK AREA

EXISTING

F

BENCHMARK NO.1

F

BENCHMARK NO.2

F

RAMP

MAINTENANCE

EXISTING

SHOP

MAINTENANCE

EXISTING

CONTRACTOR WORK LIMITS AND BASELINE

F

F

F L O

W

D A

E C

H

R O

N

HAULAGE UNIT

EXISTING TOW

NOTES:

{ EXISTING LOCK

F

ENGINEER OFFICE

USACE RESIDENT

F

(OVER PROJ. LOCATION)

ROUTE 153 BRIDGE

TENNESSEE STATE

F

F EXISTING CURB

PLANT AREA

PROPOSED CONCRETE BATCH

APPROXIMATE LIMITS OF

COFFERDAM

UNUSED PANEL

CB

C B

C B

C B

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

61W525-46-LE FOR POINT TABLE.

LOCATED IN EACH SIDEWALK ON BOTH SIDES. SEE SHEET

BRIDGE OVER NORTH CHICKAMAUGA CREEK. ONE BENCHMARK

3. BENCHMARKS LOCATED IN SIDEWALKS AT SOUTH END OF

IN JUNE 2005.

2. EXISTING TOPOGRAPHY PROVIDED BY USACE AND PREPARED

1. SEE SHEET 61W525-46-LE FOR POINT TABLES.

M A

T

I

N E

S

H E

E T

W c

L E

CONTRACTOR

WORK

LI

MI

TS

C O

N T R

A C T

W

R

K

L I

M I T S

N O R T H

CH

IC

K A

M A U

GA

CR

E E

K

639.2

639.2

639.5

639.6

640.1

640.1

640.4

640.3

640.5

640.9

ROCK/GRAVEL

ROCK/GRAVEL

644.3

ROCK/GRAVEL

ROCK/GRAVEL

655.1 655.6

657.3

657.8

657.8657.8

657.8 657.8

657.8

658.7

658.7

658.7

F

EXISTING CURB

659.2

659.5

F E

N

C

659.8

660.7

661.2

GRAVEL AREA U/C

662.5

662.5

662.6

662.8

662.8

664.3 664.4

664.5

664.5

664.5

665.3

665.5

665.8

666.1

666.6

666.6

666.9

667.2

667.2

667.3

668.1

F

669.1

669.3

EXI

STI

NG

PARKI

NG

LOT

TRAI

LHEAD

DRI

VE

670.1

670.4

ROCK/GRAVEL

SCALE:

DO NOT ALTER MANUALLY

C.A.D. DRAWING

ISSUED BY:

R

TENNESSEE VALLEY AUTHORITY

FOSSIL AND HYDRO ENGINEERING

AUTOCAD R

DATE

PLOT FACTOR:

REVIEWED BY: APPROVED BY:

AS CONST

EXCEPT AS NOTED

NO.

REV.

DATE

R

R

DRWNDSGN CHKD RVWDSUPV APPD

PROJECT

ISSD

ID

CD

REV

DISCIPLINE

INTERFACE

US Army Corps of Engineers

Nashville District

SUBMITTED BY:

APPROVED BY:

P l m e

P l t e

F i m e

:1

Q

P r o j e c t s

C h ic k a m a u c k

L o c a v a t n t r a c t

A s

A w a r d r t if ie d

F in a l_

D G

N

W b

L E .d g n

DESIGNED BY:

DRAWN BY:

CHECKED BY:

CHIEF, ENGINEERING CONSTRUCTION DIVISION

H

F

G

E

3 4 5 6

D

C

B

A

2 3 4 5 6

7 8

REV NO.TASK COMPLETED BY:

F

E

7 8 9 10

D

C

B

11 12

A

C

C07

W_TVA

----0

XX

INITIAL ISSUE

CHICKAMAUGA PROJECT

1"= 50'

BERGMANN

TSH

KMS

PJS

JUN/16

CONTRACTOR WORK LIMITS

SHEET 1 OF 2

F

F

AND BASELINES

CHIEF, CIVIL DESIGN BRANCH

F

KMS TSH PJS MAM KLS

ROADWAY FILL

RIPRAP COVERED

NOT TO BE DISTURBED

SUPPORTING STATIONS

EQUIPMENT AND

FIXED USACE SURVEY

LOCK REPLACEMENT

NCB

61W510-2b-LE

LOCK EXCAVATION

F

RESTRICTED AREA

61W510-2b-LE

673.1

674.2

674.5

674.9

675.2

675.3

O

HO

H

679.8

ROCK/GRAVEL

680.4

680.8

680.9

681.5

682.5

682.8

683.3

684.4

684.9

686.3

686.4

687.4

Z 692.217

692.2 692.2

692.2 692.2 692.2

692.2 692.2

692.2

692.2 692.2

692.2

692.2

692.2

F

LOCK WALL

EXISTING LANDSIDE

692.3

ROCK/GRAVEL

696.8

697.7

697.7

697.8

697.9

F

ROCK/GRAVEL

ROCK/GRAVEL

705.7

706.4

706.8

707.2

707.4

707.8

5+42

5+00

0+00

756.8

757.6

JAMES R. WADDLE P.E.

KRISTEN L. SMITH NICOLE C. BERGERMICHAEL A. MORRISON

VANESSA C. BATEMAN P.G.,P.E.

F

TO WATER

EXISTING RAMP

F

LOCK WALL

EXISTING RIVERSIDE

645.5

661.80

691.57

645.27

645.88

646.0

692.0

675.2 692.22

657.8

N 282250

N 282500

N 282750

E

E

E

E

E

E

E

E

E

MATCH LINE SHEETS 61W510-2b-LE

NOTES:

0 1

0 1

0 9

0 6

0 4

0 3

0 1

0 0

C B

C B

DUE TO CONTINUING DISPOSAL OF FILL.

3. CONTRACTOR TO VERIFY EASTERN LIMITS OF DISPOSAL AREA,

IN JUNE 2005.

2. EXISTING TOPOGRAPHY PROVIDED BY USACE AND PREPARED

1. SEE SHEET 61W525-46-LE FOR POINT TABLES.

R O C

K S

R O C

K S

R O C

K

.6

.5

.2

.6

.6

.1

.7

.2

.7

.5

.1

.4

.7

.5

.1

.4

.4

.5

.3

.1

.7

1.

1.

1.

.2

.7

.5

.6

.6

.1

Z

.4

Z

.4

.4

.6

.7

.7

.8

1.

1.

1.

.4

.2

.3

.4

.4

.5

.8

.5

.8

.6

.8

.5

.6

R O C

K

G R

A V E

L

.6

.8

1.

1.

1.

.3

.4

C

B

A

R O C

K

G R

A V E

L

R O C

K

G R

A V E

L

.7

.4

.6

.4

JAMES R. WADDLE P.E.

NICOLE C. BERGERKRISTEN L. SMITHMICHAEL A. MORRISON

VANESSA C. BATEMAN P.G.,P.E.

SCALE: 1" = 50'

050 25 50 100FT

SCALE: 1''= 50'

CONTRACTOR WORK LIMITS AND BASELINE

CONTRACTOR'S WORK LIMITS

C W

L

F

F

N

EXISTING RECREATION AREA

F

PARK ENTRANCE

F

AREA

WOODED

EXISTING

F

F

F

F

LAKE

RESORT

DRI

VE

F

FLOW

F

K E

RC

AGU

MAKCI

HC

HTRON

TRAI

LHEAD

DRI

VE

F

F

BATCH PLANT AREA

PROPOSED CONCRETE

APPROXIMATE LIMITS OF

F

DISPOSAL AREA

ACCESS

DISPOSAL AREA

(FUTURE CONTRACT)

POND

SEDIMENT

FORMER

EXISTING CONTRACTOR RAMP

F

NOT TO BE DISTURBED

SUPPORTING STATIONS

EQUIPMENT AND

FIXED USACE SURVEY

F

EXISTING BOAT RAMP

F

C W

L

C W

L

CWL

C W

LCWL

CWL

C W L

C W

L

C W L

N

N

N

N

N

N

N

N

N

E 2200250

E 2200500

E 2199500

E 2199250

E 2199750

SCALE:

DO NOT ALTER MANUALLY

C.A.D. DRAWING

ISSUED BY:

R

TENNESSEE VALLEY AUTHORITY

FOSSIL AND HYDRO ENGINEERING

AUTOCAD R

DATE

PLOT FACTOR:

REVIEWED BY: APPROVED BY:

AS CONST

EXCEPT AS NOTED

NO.

REV.

DATE

R

R

DRWNDSGN CHKD RVWDSUPV APPD

PROJECT

ISSD

ID

CD

REV

DISCIPLINE

INTERFACE

US Army Corps of Engineers

Nashville District

SUBMITTED BY:

APPROVED BY:

P l m e

P l t e

F i m e

:1

:2

P

M

Q

P r o j e c t s

C h ic k a m a u c k

L o c a v a t n t r a c t

A s

A w a r d r t if ie d

F in a l_

D G

N

W c

L E .d g n

DESIGNED BY:

DRAWN BY:

CHECKED BY:

CHIEF, ENGINEERING CONSTRUCTION DIVISION

H

F

G

E

3 4 5 6

D

C

B

A

2 3 4 5 6

7 8

REV NO.TASK COMPLETED BY:

F

E

7 8 9 10

D

C

B

11 12

A

C

C07

W_TVA

----0

XX

INITIAL ISSUE

CHICKAMAUGA PROJECT

1"= 50'

BERGMANN

TSH

KMS

PJS

JUN/16

CONTRACTOR WORK LIMITS

SHEET 2 OF 2

AND BASELINES

CHIEF, CIVIL DESIGN BRANCH

KMS TSH PJS MAM KLS-

LOCK REPLACEMENT

NCB

61W510-2c-LE

LOCK EXCAVATION

61W510-2c-LE

N 282750

N 282500

E

E

E

E

E

N 282250

C O

N D

U I T S

LEGEND:

NOTES:

MATCH LINE SHEET 61W510-04-CS

M A

T

E E

T

W

C S

T N

T N

F

F

F

F F

F

F

F

F

F

FF

F

F

F F

F

F

FF

F F

F

F

F F

FF

FF

F

F

F

F

F

F

F F

F

F

FF

CB

CB

CB

CB

CB

CB

C B

C B

F

F

CB

F F

F

F

F

F F

F

F

F F F

F

F

F

CB

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

CB

F

F

N

OR

T H

CH

IC

K

AM

AU

GA

CR

E E

K

UNUSED PANEL

CB

C B

C B

CB

CB

CB

CB

CB

SCALE:

DO NOT ALTER MANUALLY

C.A.D. DRAWING

ISSUED BY:

R

TENNESSEE VALLEY AUTHORITY

FOSSIL AND HYDRO ENGINEERING

AUTOCAD R

DATE

PLOT FACTOR:

REVIEWED BY: APPROVED BY:

AS CONST

EXCEPT AS NOTED

NO.

REV.

DATE

R

R

DRWNDSGN CHKD RVWDSUPV APPD

PROJECT

ISSD

ID

CD

REV

DISCIPLINE

INTERFACE

SUBMITTED BY:

APPROVED BY:

P l m e

P l t e

F i m e

:1

Q

P r o j e c t s

C h ic k a m a u c k

L o c a v a t n t r a c t

A s

A w a r d r t if ie d

F in a l_

D G

N

W

L E .d g n

DESIGNED BY:

DRAWN BY:

CHECKED BY:

CHIEF, ENGINEERING CONSTRUCTION DIVISION

H

F

G

E

3 4 5 6

D

C

B

A

2 3 4 5 6

7 8

REV NO.TASK COMPLETED BY:

F

E

7 8 9 10

D

C

B

11 12

A

DRAINAGE PLAN

JUN/16

BERGMANN

1"=30'

CHICKAMAUGA PROJECT

INITIAL ISSUE

MAM

XX

0 - KLS - - -

W_TVA

07 C

C

N

SITE PLAN

SCALE:1" = 30'

1.

2.

ARE LOCATED UNDERGROUND UNLESS OTHERWISE NOTED.

ALL EXISTING ELECTRICAL AND TELEPHONE CONDUITS

PW

RW

SA - SERVICE AIR

RD

FD - FLOOR DRAIN

- RAW WATER

- ROOF DRAIN

SHEET 1 OF 3

KMS

TSH

PJS

3.

- POTABLE WATER

SPRNKLR - SPRINKLER (ABANDONED)

KMS TSH PJS

UNLESS NOTED.

CREEK ARE SUPPORTED/CARRIED BY THE BRIDGE STRUCTURE

ALL EXISTING UTILITIES THAT CROSS NORTH CHICKAMAUGA

LOCK REPLACEMENT

ADDITIONAL INFORMATION.

OF WORK. REFER TO REFERENCE DRAWINGS FOR

OF UNDERGROUND UTILITIES PRIOR TO COMMENCEMENT

APPROXIMATE. CONTRACTOR SHALL VERIFY LOCATION

VARIOUS CONSULTANTS. LOCATIONS ARE SHOWN AS

EXISTING UTILITY LOCATIONS PROVIDED BY USACE AND

NCB

CHIEF, CIVIL DESIGN BRANCH

61W510-03-LE

61W510-03-LE

EXISTING UTILITIES AND

LOCK EXCAVATION

AS-AWARDED CERTIFIED FINAL

030 15 30 60FT

SCALE: 1''= 30'

T

NEW OPERATIONS BUILDING

LOCK WALL

NEW LANDSIDE

TRAI

LHEAD

DRI

VE

F L O

W

F

F

F

F

S H

O P

M A I

N T

E N

A N

C E

E X I

S T I

N G

HAULAGE UNIT

EXISTING TOW

(OVER PROJ. LOCATION)

ROUTE 153 BRIDGE

TENNESSEE STATE

F F

FOR TOWER CRANE

TRANSFORMER

PADMOUNT

F

EXISTING LOCK

Z 692.217

JAMES R. WADDLE P.E.

KRISTEN L. SMITH NICOLE C. BERGERMICHAEL A. MORRISON

VANESSA C. BATEMAN P.G.,P.E.

HH #C

ELEC.

HH #B

ELEC.

HH #A

ELEC.

HH #D

ELEC.

GATE OPENER

HH #2

ELEC.

PANELS

CONTROL

GATE

(ABANDONED)

ELEC. HH #1

CONDUITS

2- ELEC.

CONDUITS

5- ELEC.

E L E

N D

U I T S

E L E

N D

U I T S

E L E

N D

U I T S

A B

A N

D O

N E

D

(ABANDONED)

CONDUITS

3- ELEC.

CONDUITS

4- ELEC.

ELEC. CONDUIT

E

N D

U I

T S

E C

CONDUITS

10- ELEC.

ELEC.

C O

N D

U I

T S

E L

E C

T R I

C A

L C

O N

D U I T S

ELECTRI

CAL

CONDUI

TS

CONDUITS

ELEC.

BOX

ELEC.

BOX

ELEC.

BOX

ELEC. BOX

ELEC.

HH

ELEC.

O/ H

ELEC.

ELEC. HH #G1

CCTV POLE

PANEL BOX &

ELEC. HH,

HH

ELEC.

TELE PED

WELLS

MONITORING

MONITORING WELLS

TOE

DRAI

N

INV. 659.57

P

PUMP MH'S

GRINDER

ELEC. CONDUITS

TRANSFORMER

HH

ELEC.

D E

R D

R A I

N

4"RD

6"FD

4"RD

3" PW

2" RW

2" SA

1•" PW

1•

" PW

N

N

R D

R D

S A

N

P

W

P

W

P W

P W

4-

F

F

S

A N

2" SAN.

E L

E

N D

U I

T S

MARKERS

CONC. TELE.

L E

D R

A I

N

D R

A I

N

L E

18"

TI

LE S

TORM DRAIN

O

A I

N

BOX

CALL

R N

K L

R

1" SPRNKLR

1" SPRNKLR

ST MH

673.17

INV. 661.0

2" PW

PW

SA / RW

SA/RW

SA/RW/RWFP

2" P

W

TELE.

CONDUI

TS

TANKS MH'S)

BOXES (FOR SEPTIC

SYSTEM CONTROL

SEWAGE DISPOSAL

ELECTRICAL CONDUIT

E

L E

C T

R I

C

N D

U I

T

E L E C T R I C

A L

C

O N

D U I T

ELEC.

CONDUIT

T E

L

N D

U I

T S

Z 692.217

645.5

661.80

691.57

692.00

645.27

645.88

646.0

692.0

675.2 692.22

657.8

ELEC. PULL BOX

24" DIA. CMP &

VALVE BOX

24" DIA. CMP

(ABANDONED)

SEPTIC TANK

CONDUITS

9- ELEC.

WELLS

MONITORING2" SPRNKLR

T

O E

D R

A I

N

P

MH #3

ELEC.

E D

R A I

N

INV. 657.66

8" CMP

INV. 650.35

12" CMP

INV. 658.83

8" CMP

EL. 663.62

CB TOP

INV. 635.0

677.86

TOP EL.

ST MH

E

E

E

E

N 283000

N 283250

LEGEND:

NOTES:

M A

T

E E

T

W

C S

MATCH LINE SHEET 61W510-03-CS

T N

F

F

F

F

F F

F F

F

F

F

CB

CB

CB

CB

CB

C B

F

F

F

F

F

F

F

N O R T H

C H

IC

K A

M A U G A

C R E E

K

C B

CB

CB

CB

CB

CB

SCALE:

DO NOT ALTER MANUALLY

C.A.D. DRAWING

ISSUED BY:

R

TENNESSEE VALLEY AUTHORITY

FOSSIL AND HYDRO ENGINEERING

AUTOCAD R

DATE

PLOT FACTOR:

REVIEWED BY: APPROVED BY:

AS CONST

EXCEPT AS NOTED

NO.

REV.

DATE

R

R

DRWNDSGN CHKD RVWDSUPV APPD

PROJECT

ISSD

ID

CD

REV

DISCIPLINE

INTERFACE

SUBMITTED BY:

APPROVED BY:

P l m e

P l t e

F i m e

:1

Q

P r o j e c t s

C h ic k a m a u c k

L o c a v a t n t r a c t

A s

A w a r d r t if ie d

F in a l_

D G

N

W

L E .d g n

DESIGNED BY:

DRAWN BY:

CHECKED BY:

CHIEF, ENGINEERING CONSTRUCTION DIVISION

H

F

G

E

3 4 5 6

D

C

B

A

2 3 4 5 6

7 8

REV NO.TASK COMPLETED BY:

F

E

7 8 9 10

D

C

B

11 12

A

DRAINAGE PLAN

JUN/16

BERGMANN

1"=30'

CHICKAMAUGA PROJECT

INITIAL ISSUE

MAM

XX

0 - KLS - - -

W_TVA

07 C

C

N

SITE PLAN

SCALE:1" = 30'

1.

PW

RW

SA - SERVICE AIR

RD

FD - FLOOR DRAIN

- POTABLE WATER

- RAW WATER

- ROOF DRAIN

SHEET 2 OF 3

KMS

TSH

PJS

SPRNKLR - SPRINKLER (ABANDONED)

KMS TSH PJS

LOCK REPLACEMENT

- NCB

CHIEF, CIVIL DESIGN BRANCH

61W510-04-LE

61W510-04-LE

EXISTING UTILITIES AND

SEE SHEET 61W510-03-LE FOR NOTES.

LOCK EXCAVATION

AS-AWARDED CERTIFIED FINAL

030 15 30 60FT

SCALE: 1''= 30'

TRAI

LHEAD

DRI

VE

F L O

W

EVIRD TROSER EKAL

N O

R

C E

A D

T R

A I

L H

E

I

V E

E N

G I

N E

F F I C E

U S

A C E

R E S I

D E

N T

(OVER PROJ. LOCATION)

ROUTE 153 BRIDGE

TENNESSEE STATE

OF PIPE TRANSITION

APPROXIMATE LOCATION

JAMES R. WADDLE P.E.

KRISTEN L. SMITH NICOLE C. BERGERMICHAEL A. MORRISON

VANESSA C. BATEMAN P.G.,P.E.

HH #E

ELEC.

HH #3

ELEC.

E L E

N D

U I T S

E L E

N D

U I T S

E L E C

C

O N

D U I T S

E L E

N D

U I T S

TOP EL. 671.30

TELE. MH

T E L

N D

U I T

TELE. CONDUITS

INV. 658.52

P

INV. 656.44

INV. 666.26

A S

T I

C

INV. 665.13

INV. 664.29

x

C M

P

TOP EL. 666.22

TELE. MH

P

W

P

W

E L E

N D

U I T S

S

A N

S

A N

MARKER

CONC. TELE.

MARKER

CONC. TELE.

O

A I

N

INV. 660.00

S P

R N

K L

R

1•

SPRNKLR

P

W

2" P

W

TELE.

C

ONDUI

TS

TI

LE

TORM

DRAI

N

2" P

W

O/

ELEC.

E 2199750

E 2200000

E 2200250

LEGEND:

NOTES:

MATCH LINE SHEETS 61W510-03-CS AND 61W510-04-CS

C B

C B

C B

C B

C B

F

F

F

F

F

FC

B

C B

C B

C B

C B

DRAINAGE PLAN

JUN/16

BERGMANN

1"=30'

CHICKAMAUGA PROJECT

INITIAL ISSUE

MAM

7 0

0 - KLS - - -

W_TVA

07 C

C

N

SITE PLAN

SCALE:1" = 30'

PW

RW

- POTABLE WATER

- RAW WATER

SHEET 3 OF 3

KMS

TSH

PJS

KMS TSH PJS

SCALE:

DO NOT ALTER MANUALLY

C.A.D. DRAWING

ISSUED BY:

R

TENNESSEE VALLEY AUTHORITY

FOSSIL AND HYDRO ENGINEERING

AUTOCAD R

DATE

PLOT FACTOR:

REVIEWED BY: APPROVED BY:

AS CONST

EXCEPT AS NOTED

NO.

REV.

DATE

R

R

DRWNDSGN CHKD RVWDSUPV APPD

PROJECT

ISSD

ID

CD

REV

DISCIPLINE

INTERFACE

SUBMITTED BY:

APPROVED BY:

P l m e

P l t e

F i m e

:1

Q

P r o j e c t s

C h ic k a m a u c k

L o c a v a t n t r a c t

A s

A w a r d r t if ie d

F in a l_

D G

N

W

L E .d g n

DESIGNED BY:

DRAWN BY:

CHECKED BY:

CHIEF, ENGINEERING CONSTRUCTION DIVISION

H

F

G

E

3 4 5 6

D

C

B

A

2 3 4 5 6

7 8

REV NO.TASK COMPLETED BY:

F

E

7 8 9 10

D

C

B

11 12

A

XX

LOCK REPLACEMENT

- NCB

CHIEF, CIVIL DESIGN BRANCH

61W510-05-LE

61W510-05-LE

EXISTING UTILITIES AND

LOCK EXCAVATION

UTILITY INFORMATION.

61W525-21-LE FOR ADDITIONAL

2. SEE SHEETS 61W525-8-LE AND

1. SEE SHEET 61W510-03-LE FOR NOTES.

AS-AWARDED CERTIFIED FINAL

030 15 30 60FT

SCALE: 1''= 30'

FLOW

KEERC AGUAMAKCIHC HTRON

T R

A I L

H E

I

V E

L A

K

S

O

I

V

JAMES R. WADDLE P.E.

KRISTEN L. SMITH NICOLE C. BERGERMICHAEL A. MORRISON

VANESSA C. BATEMAN P.G.,P.E.

E C

T R I

C

N D

U I

T S

E L

E C

T R I

C

N D

U I

T S

E L

E C

T R I

C

N D

U I

T S

O

E C

647.92

TOP EL.

TELE. MH

T E

L

N D

U I

T S

T E L E

C

O N

D U I

T

A I

N

T

A I

N

T

A I

N

P

P

P

CMP INV. 645.29

INV. 643.89

INV. 640.96

INV. 645.72

INV. 643.01

INV. 639.29

PW

O

A I

N

INV. 634.56

INV. 667.0

676.39

TOP EL.

ST MH

INV. 655.4

674.65

TOP EL.

ST MH

INV. 641.0

666.33

TOP EL.

ST MH

INV. 636.90

644.41

TOP EL.

ST MH

P

W

2" P W

2" P W

O

E C

A I

N

INV. 639.60

649.16

TOP EL.

ST MH

INV. OUT 637.56'

INV. IN 637.66'

TOP EL. 662.72'

ST MH

1.

FOR TYPE OF FINISHES ON THE CONCRETE SURFACES SEE SPECS.

4.

5.REINFORCEMENT REQUIREMENTS EXCEPT AS INDICATED OTHERWISE:

DEFINITIONS:

(1)

(2)

BARS ARE GENERALLY USED TO SUPPORT PRIMARY REINFORCEMENT.

USED AS TIE STEEL AND TO CONTROL SHRINKAGE CRACKS. THESE

REINFORCEMENT IN A STRUCTURAL ELEMENT AND IS NORMALLY

SECONDARY REINFORCEMENT IS GENERALLY THE SMALLER SIZE

(3)

(4)

C.

(1)

(2)

(3)

(4)

FORMED OR SCREEDED SURFACE NOT COVERED ABOVE - 4 INCHES.

D.

3.

THE DRAWING WHICH BARS ARE PRIMARY REINFORCEMENT.

OFFICER FOR GUIDANCE IF IT CANNOT BE ASCERTAINED FROM

OF REINFORCEMENT, AND SHALL CONSULT THE CONTRACTING

CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER PLACEMENT

PERPENDICULAR TO THE PLANE OF MAXIMUM STRESS. THE

REINFORCEMENT IN A STRUCTURAL ELEMENT AND IS ORIENTED

PRIMARY REINFORCEMENT IS GENERALLY THE LARGER SIZE

2.

CONCRETE REQUIREMENTS EXCEPT AS INDICATED OTHERWISE:

A.

B.

PARAPET WALL AND WALLS LESS THAN 15 INCHES THICK - 2 INCHES.

A.

B.

C07

W_TVA

---KLS--0

8:1

MAM

INITIAL ISSUE

LOCK REPLACEMENT

CHICKAMAUGA PROJECT

US Army Corps of Engineers

Nashville District

DO NOT ALTER MANUALLY

C.A.D. DRAWING

PLOT FACTOR:

AS CONST

H

F

G

E

3 4 5 6

D

C

B

A

2 3 4 5 6

7 8

F

E

7 8 9 10

D

C

B

11 12

A

P l m e

P l t e

F i m e

:1

Q

P r o j e c t s

C h ic k a m a u c k

L o c a v a t n t r a c t

A s

A w a r d r t if ie d

F in a l_

D G

N

W

L E .d g n

DISCIPLINE

INTERFACE

REV.

NO.

DATE DSGN DRWN CHKD SUPV RVWD APPD ISSD

DESIGNED BY:

DRAWN BY:

CHECKED BY:

CHIEF, ENGINEERING CONSTRUCTION DIVISION

APPROVED BY:

SUBMITTED BY:

PROJECT

ID

REV

CD

REVIEWED BY: APPROVED BY: ISSUED BY:

DATE

TASK COMPLETED BY: REV NO.

AUTOCAD R

FOSSIL AND HYDRO ENGINEERING

TENNESSEE VALLEY AUTHORITY

R

R

R

SCALE: EXCEPT AS NOTED

7C

ALT. - ALTERNATE

B.L. - BOTTOM LAYER

BRG. - BEARING

BT - BENT

B.H. - BULKHEAD

C - CENTER

C.I. - CAST IRON

C.P. - CHECK POST

DIA. - DIAMETER

DIAG. - DIAGONAL

DIM. - DIMENSION

DWG. - DRAWING

DIAPH. - DIAPHRAGM

D.M. - DAM MANHOLE

EA. - EACH

E.F. - EACH FACE

E.S. - EQUALLY SPACED

E.W. - EACH WAY

EXP. - EXPANSION

F.F. - FAR FACE

F.M.B. - FLOATING MOORING BITT

FTG. - FOOTING

GALV. - GALVANIZED

GDR. - GIRDER

HORIZ. - HORIZONTAL

I.L. - INNER LAYER

INV. - INVERT

I.D. - INSIDE DIAMETER

L.H. - LEFT HAND/LINE HOOK

L.M. - LOCK MANHOLE

MK - MARK

MONO. - MONOLITH

M.H. - MANHOLE

M.J. - MONOLITH JOINT

N.F. - NEAR FACE

O.L. - OUTER LAYER

OPP. - OPPOSITE

OPT. - OPTIONAL

O.D. - OUTSIDE DIAMETER

P - PLATE

P.C. - POINT OF CURVATURE

P.I. - POINT OF INTERSECTION

P.T. - POINT OF TANGENCY

REINF. - REINFORCEMENT

R.H. - RIGHT HAND

SCHED. - SCHEDULE

SP. - SPACE OR SPACES

STA. - STATION

STD. - STANDARD

SYM. - SYMMETRICAL

T. - TOP

T.F. - TOP FACE

T.L. - TOP LAYER

TYP. - TYPICAL

U.N.O. - UNLESS NOTED OTHERWISE

VERT. - VERTICAL

W.P. - WORKING POINT

W/ - WITH

W/O - WITHOUT

B. - BOTTOM

O.T.O. - OUT TO OUT

FLG. - FLANGE

CONT. - CONTINUOUS

CRES - CORROSION RESISTANT STEEL

HEX - HEXAGON

LG. - LONG

L

C - CENTERLINE

MFG. - MANUFACTURER

SPECS - SPECIFICATIONS

LLV - LONG LEG VERTICAL

D.I. - DUCTILE IRON

REQ'D - REQURIED

H.P. - HIGH POINT

FT - FOOT

SIM. - SIMILAR

O.C. - ON CENTER

R - RADIUS

L

D.I.P. - DUCTILE IRON PIPE

S.S. - STAINLESS STEEL

LLH - LONG LEG HORIZONTAL

MAX. - MAXIMUM

NO. - NUMBER

CHKD. - CHECKERED

CTSK. - COUNTERSUNK

MT - MAGNETIC PARTICLE TESTING

RT. - RADIOGRAPHIC TESTING

STIFF. - STIFFENER

UT. - ULTRASONIC TESTING

COND. - CONDITION

INT. - INTERMEDIATE

K - KIPS

KSI - KIPS PER SQUARE INCH

MIN. - MINIMUM

N.P.T. - NOMINAL PIPE THREAD

PSI - POUNDS PER SQUARE INCH

CTJ- CONTRACTION JOINT

ABBREVIATIONS

GENERAL NOTES:

GENERAL NOTES AND

ABBREVIATIONS

WS - WATERSTOP

B.F. - BOTTOM FACE

THE PINTLE. STATIONS FOLLOWED BY "D" ARE DOWNSTREAM OF THE PINTLE.

UPSTREAM MITER GATE PINTLE. STATIONS FOLLOWED BY "U" ARE UPSTREAM OF

LOCK STATIONS ARE REFERENCED FROM THE CENTER OF THE NEW LOCK

CONCRETE DRAWINGS.

ELECTRICAL AND CIVIL DRAWINGS FOR ITEMS NOT INDICATED ON THE

AND SECURE PRIOR TO PLACING CONCRETE. REFER TO MECHANICAL,

ENSURE THAT ALL EMBEDDED ITEMS ARE INCLUDED, PROPERLY LOCATED,

THE CONTRATOR SHALL COORDINATE CONCRETE PLACEMENTS TO

L.P. - LOW POINT

CHIEF, CIVIL DESIGN BRANCH

MWH

OTHER BARS ARE BARS THAT DO NOT SATISFY DEFINITION OF TOP BARS.

N.T.S. - NOT TO SCALE

WT - WEIGHT

LN. - LINE

CLR. - CLEAR

C.O. - CLEANOUT

OTHERWISE OR AS SHOWN ON THE DRAWINGS:

CLEAR COVER FOR REINFORCEMENT EXCEPT AS INDICATED

CLEARANCE ABOVE THE EXISTING LIFT OF CONCRETE.

HORIZONTAL REINFORCEMENT SHALL HAVE A MINIMUM 2 INCHES

REB

NGB

BKL

REB NGB BKL

JUN/16

CJ - CONSTRUCTION JOINT

D - DOWNSTREAM

EL - ELEVATION

U - UPSTREAM

AMERICAN VERTICAL DATUM (NAVD) 1988.

ELEVATIONS SHOWN ARE IN FEET AND ARE BASED ON NORTH

BE MAINTAINED.

BETWEEN THE MITER GATE SILLS AND MACHINERY COMPONENTS SHALL

CONSIDER SETTLEMENT OR MOVEMENT OF THE MONOLITHS. DIMENSIONS

ALL ELEVATIONS SHOWN ARE FINISHED ELEVATIONS AND DO NOT

ALL EXPOSED CORNERS OF CONCRETE SHALL BE CHAMFERED 1 INCH.

FOOTING, SLABS, PIERS, SILLS, ETC.

REINFORCED CONCRETE ELEMENTS SUCH AS BEAMS, WALLS,

MEMBER BELOW THE BAR. THE WORD "MEMBER" REFERS TO

MORE THAN 12 INCHES OF FRESH CONCRETE IS CAST IN THE

45 WITH RESPECT TO A HORIZONTAL PLANE SO PLACED THAT

TOP BARS ARE HORIZONTAL BARS AND BARS INCLINED LESS THAN

E.

LAP LENGTH.

50 PERCENT OF THE BARS BEING SPLICED WITHIN THE REQUIRED

SPLICES IN A LAYER SHALL BE ALTERNATED WITH NO MORE THAN

(2)

REQUIRED LAP LENGTH.

MORE THAN 50 PERCENT OF THE BARS BEING SPLICED WITHIN THE

SPLICES IN MULTIPLE LAYERS SHALL BE ALTERNATED WITH NO

(3)

(4)

TWENTY FEET.

CULVERTS MAY NOT HAVE MORE THAN ONE SPLICE FOR EACH

VERTICAL REINFORCEMENT AT LOCATIONS OTHER THAN THE

(5)

BE PERMITTED UNLESS APPROVED BY THE CONTRACTING OFFICER.

SPLICES FOR CULVERTS PRIMARY REINFORCEMENT WILL NOT

(6)

F.

G.

K.

CONTRACTING OFFICER WILL NOT BE APPROVED.

EXCESSIVE TO REASONABLE CONSTRUCTABILITY BY THE

SHALL BE HELD TO A MINIMUM AND ANY SPLICES CONSIDERED

THE NUMBER OF SPLICES IN EACH INDIVIDUAL STRUCTURAL ELEMENT

L.

6. STRUCTURAL STEEL REQUIREMENTS EXCEPT AS INDICATED OTHERWISE:

A.

B.

WHICH THEY WILL PERFORM.

ALL WELDERS SHALL BE AWS QUALIFIED FOR THE WELDING PROCEDURE

C.

D.

WITH APPLICABLE AWS SPECIFICATIONS.

PRE AND POST WELDING HEAT TREATMENT SHALL BE IN ACCORDANCE

E.

7.

APPROVED BY THE CONTRACTING OFFICER.

TEMPORARY CONNECTIONS TO PERMANENT STRUCTURES MUST BE

STRUCTURAL ELEMENTS ARE IN PLACE AND PROPERLY CONNECTED.

THE STRUCTURES. THE STRUCTURES MAY NOT BE STABLE UNTIL ALL

THE CONTRACTOR IS RESPONSIBLE FOR THE TEMPORARY BRACING OF

(1)

PLACEMENTS, OPENINGS, EMBEDDED ITEMS AND OTHER OBSTRUCTIONS.

BE SHIFTED SLIGHTLY OR BENT IN THE FIELD TO MISS SECOND

SUBJECT TO THE APPROVAL OF THE CONTRACTING OFFICER, BARS MAY

ON DRAWINGS.

NO WELDING WILL BE PERMITTED ON REINFORCEMENT UNLESS SHOWN

AT ANY SECTION.

NO. 18 BARS, NO MORE THAN A THIRD OF THE BARS SHALL BE SPLICED

NO. 14 AND 18 BARS ARE THE SAME AS FOR WELDING, EXCEPT FOR

IF MECHANICAL SPLICES ARE USED, STAGGERING REQUIREMENTS FOR

THAT NO TWO ADJACENT BARS ARE SPLICED AT THE SAME SECTION.

SPLICES SHALL BE STAGGERED LONGITUDINALLY AT LEAST 5 FEET SO

HALF OF THE BARS SHALL BE SPLICED AT THE SAME SECTION AND

MECHANICAL PROCESS. IF SPLICES ARE WELDED, NO MORE THAN

THERMIT WELDING PROCESS OR THROUGH USE OF THE EXOTHERMIC

NO. 14 AND 18 BARS SHALL BE BUTT SPLICED USING EITHER THE

STRUCTURAL STEEL SHALL BE ASTM A-36.

ALL AROUND TO SEAL WATERTIGHT.

ALL EXPOSED CONNECTIONS WILL HAVE A MINIMUM SIZE FILLET WELD

CONTRACTION, AND EXPANSION JOINTS.

ALL REINFORCEMENT SHALL BE DISCONTINUED AT MONOLITH,

IN PARAGRAPH 7.3.1.

SUBSITUTED FOR THE WORD "LICENSED DESIGN PROFESSIONAL" OCCURRING

STANDARD 318-08 EXCEPT THE WORDS "CONTRACTING OFFICER" SHALL BE

OF PARAGRAPHS 7.1 THROUGH 7.3 OF THE AMERICAN CONCRETE INSTITUTE

HOOKS AND BENDS IN BARS SHALL CONFORM TO THE REQUIREMENTS

SECOND PLACEMENT OR EMBEDDED ITEMS.

SUCH IS ESSENTIAL TO REASONABLE CONSTRUCTIBILITY AND TO MISS

BE APPROVED EXCEPT IF, IN THE OPINION OF THE CONTRACTING OFFICER,

FIELD BENDING OF BARS PARTIALLY EMBEDDED IN CONCRETE WILL NOTH.

I.

J.

REINFORCING NOT OTHERWISE LABELED SHALL BE #9 BARS AT 12" O.C.

M.

DEGREE HOOK MAY BE ALLOWED TO BE ROTATED.

WILL NOT ACCEPT CONFIGURATION INDICATED, THEN THE STANDARD 90

THE STANDARD 90 DEGREE HOOK SHOULD BE PLACED. IF WALL THICKNESS

THE STANDARD DETAILS INDICATE THE PREFERRED DIRECTION IN WHICH

NCB

61W510-06-LE

61W510-06-LE

C.

EMBEDMENT IS NOT OBTAINED, STANDARD HOOKS SHALL BE PROVIDED.

DRAWING 61W510-08-CS). UNLESS INDICATED OTHERWISE, IF MINIMUM

EMBEDMENT LENGTHS SHALL BE IN ACCORDANCE WITH TABLE 1 (SEE

CONTRACTOR'S EXPENSE. APPROVAL WILL BE BASED ON SUCH FACTORS AS:

SPLICES REQUIRED BY THE CONTRACTING OFFICER, WILL BE AT

THAN THOSE SHOWN ON THE DRAWINGS AND OTHER THAN AN ADDITIONAL

SUBJECT TO APPROVAL BY THE CONTRACTING OFFICER. SPLICES, OTHER

INDICATED ON THE DRAWINGS, WHERE ESSENTIAL FOR CONSTRUCTIBILITY,

THE CONTRACTOR WILL BE ALLOWED TO MAKE SPLICES IN ADDITION TO THOSE

LENGTHS. SPLICE LENGTHS SHALL BE BASED ON THE SMALLER BAR BEING LAPPED.

TABLE 1 (SEE DRAWING 61W510-08-CS) SHALL BE USED IN DETERMINING LAP SPLICE

TO LIMIT BAR LENGTHS.

HORIZONTAL REINFORCEMENT MAY HAVE SPLICES AS NECESSARY

WELDING SHALL BE IN ACCORDANCE WITH AWS D 1.1.

LOCK EXCAVATION

ACI STANDARD 318. BAR SIZE NUMBERS ARE RECOGNIZED IN ASTM A615.

REINFORCEMENT SHALL MEET THE REQUIREMENTS OF CURRENT VERSION OF

REINFORCEMENT SHALL BE GRADE 60 DEFORMED BARS.

SEE DWG. 61W510-08-LE.

FOR CONCRETE COVER REQUIREMENTS IN OPERATIONS BUILDING,

JAMES R. WADDLE P.E.

KRISTEN L. SMITH NICOLE C. BERGERMICHAEL A. MORRISON

C

W_TVA

---KLS--0

8:1

NONE

MAM

INITIAL ISSUE

LOCK REPLACEMENT

CHICKAMAUGA PROJECT

US Army Corps of Engineers

Nashville District

DO NOT ALTER MANUALLY

C.A.D. DRAWING

PLOT FACTOR:

AS CONST

H

F

G

E

3 4 5 6

D

C

B

A

2 3 4 5 6

7 8

F

E

7 8 9 10

D

C

B

11 12

A

P l m e

P l t e

F i m e

:1

Q

P r o j e c t s

C h ic k a m a u c k

L o c a v a t n t r a c t

A s

A w a r d r t if ie d

F in a l_

D G

N

W

L E .d g n

DISCIPLINE

INTERFACE

REV.

NO.

DATE DSGN DRWN CHKD SUPV RVWD APPD ISSD

DESIGNED BY:

DRAWN BY:

CHECKED BY:

CHIEF, ENGINEERING CONSTRUCTION DIVISION

APPROVED BY:

SUBMITTED BY:

PROJECT

ID

REV

CD

REVIEWED BY: APPROVED BY: ISSUED BY:

DATE

TASK COMPLETED BY: REV NO.

AUTOCAD R

FOSSIL AND HYDRO ENGINEERING

TENNESSEE VALLEY AUTHORITY

R

R

R

SCALE: EXCEPT AS NOTED

7C

STANDARD DETAILS

3.

2.

ENTIRE BUNDLES SHALL NOT BE LAP SPLICED.

C. LAP SPLICES FOR EACH BAR IN A BUNDLE SHALL BE STAGGERED,

TABLE VALUES.

B. 4-BAR BUNDLES IN TENSION OR COMPRESSION = 1.33 X

TABLE VALUES.

A. 3-BAR BUNDLES IN TENSION OR COMPRESSION = 1.20 X

BE APPLIED TO VALUES IN TABLES 1 AND 2.

FOR BUNDLED BARS THE FOLLOWING MULTIPLIERS SHALL

4.

(FOR TABLE 1)

Idh= 0.8xTABLE 2 VALUES BUT NOT LESS THAN 6 INCHES.

OR STIRRUPS ALONG Idh AT A SPACING 3db OR LESS, THEN

FOR #11 BAR AND SMALLER, HOOKS ENCLOSED WITHIN TIES

(FOR TABLE 2)

FOR GRADE 60 REINFORCEMENT

#3 2 1/4

#4 3

#5 3 3/4

#6 4 1/2

#7

#8 6

#9 9 1/2

10 3/4#10

#11 12

#14 18 1/4

#18 24

BAR SIZE

STRENGTH

CONCRETE DEVELOPMENT

(FT-IN)

TABLE 2 fy=60,000 psi

0'-6

0'-6

0'-6

0'-8

0'-6

0'-9

0'-8

0'-9

1'-2

0'-11

1'-4

1'-2

1'-6

1'-3

1'-2

1'-8

1'-5

1'-4

1'-7

1'-5

3'-2

2'-9

2'-5

4'-2

3'-7 fc=4000 psi fc=5000 psi fc=4000 psi fc=5000 psi fc=4000 psi fc=5000 psi fc=4000 psi fc=5000 psi fc=4000 psi fc=5000 psi fc=4000 psi fc=5000 psi fc=4000 psi fc=5000 psi fc=4000 psi fc=5000 psi fc=4000 psi fc=5000 psi fc=4000 psi fc=5000 psi fc=4000 psi fc=5000 psi fc=3000 psi fc=3000 psi fc=3000 psi fc=3000 psi fc=3000 psi fc=3000 psi fc=3000 psi fc=3000 psi fc=3000 psi fc=3000 psi fc=3000 psi

SECTION

CRITICAL

dhl 4d b

12d b

D d b dhl

2" min

2•"

LAP SPLICE NOT ALLOWED

LAP SPLICE NOT ALLOWED

fy=60,000 psiTABLE 1

SIZE

BAR

STRENGTH

CONCRETE

EMBEDMENT LENGTH

TOP BARS OTHER BARS OTHER BARSTOP BARS

(FT-IN) (FT-IN) (FT-IN) (FT-IN)

1'-5

1'-6

1'-3

1'-2

2'-4

1'-7

1'-5

2'-5

2'-2

4'-1

1'-8

3'-7

3'-2

3'-2

2'-9

2'-5

3'-7

4'-1

3'-8

5'-3

4'-7

4'-1

4'-1

3'-6

6'-3

5'-5 4'-2

4'-10 3'-9

7'-9

6'-8 5'-2

6'-0 4'-7

1'-1

1'-0

1'-0

#3

#4

#5

#6

#7

#8

#9

#10

#11

#14

#18

1'-0

1'-6

1'-3

1'-2

1'-5

1'-7 1'-3

1'-5

1'-8

1'-6

1'-41'-8

2'-53'-2

2'-9

2'-5

3'-7 2'-9

2'-5

4'-1 3'-2

3'-6 2'-9

2'-5

3'-9

4'-2

3'-9

4'-7

5'-2 4'-0

4'-7 3'-7

8'-7 6'-7

7'-5 5'-8

6'-8 5'-1

11'-4

7'-7

8'-10 6'-9 fc=4000 psi fc=5000 psi fc=4000 psi fc=5000 psi fc=4000 psi fc=5000 psi fc=4000 psi fc=5000 psi fc=4000 psi fc=5000 psi fc=4000 psi fc=5000 psi fc=4000 psi fc=5000 psi fc=4000 psi fc=5000 psi fc=4000 psi fc=5000 psi fc=4000 psi fc=5000 psi fc=4000 psi fc=5000 psi

1'-1

1'-0

1'-0

1'-0

1'-0

1'-2

1'-0

1'-0

1'-1 fc=3000 psi fc=3000 psi fc=3000 psi fc=3000 psi fc=3000 psi fc=3000 psi fc=3000 psi fc=3000 psi fc=3000 psi fc=3000 psi fc=3000 psi

STANDARD END HOOK

TENSION DEVELOPMENT LENGTH

NOTES:

VALUES OF Ldh

NOTES:

BAR EMBEDMENT LENGTH AND LAP SPLICE LENGTH

d b

D

BY THE CONTRACTING OFFICER.

SHALL ADHERE TO THE FOLLOWING UNLESS OTHERWISE APPROVED

ALL REINFORCEMENT DETAILING AND SUBSEQUENT PLACEMENT1.

D (IN)

5 ‚

2•" MIN. SIDE COVER

1.

2.

EXTENSION BEYOND HOOK NOT LESS THAN 2 INCHES.

2•INCHES, AND, FOR 90 DEG. HOOK, COVER ON BAR

FOR #11 BAR AND SMALLER, SIDE COVER NOT LESS THAN

0'-7

0'-10

1'-0

0'-10

1'-0

1'-0

1'-10

3'-3

TABLE 2

TABLE 1

1'-1

1'-3

1'-6

1'-8

1'-11

2'-10

2'-1

4'-8

1'-10

1'-10 1'-10

2'-2

1'-11

2'-2

1'-11

2'-1

1'-11

3'-2

2'-10 2'-2

3'-2

2'-10

3'-2 3'-2

4'-10

3'-3

2'-11

4'-10

5'-11 5'-11

9'-10

8'-9

MWH

CHIEF, CIVIL DESIGN BRANCH

5.

SHEET 1 OF 2

REB

NGB

BKL

JUN/16

REB NGB BKL

LARGER BAR OR SPLICE LENGTH OF SMALLER BAR.

LENGTH SHALL BE THE LARGER OF THE DEVELOPMENT LENGTH OF

WHEN BARS OF DIFFERENT SIZE ARE LAP SPLICED, THE SPLICE

SPLICE LENGTH

FOR OTHER CONDITIONS, PROVISIONS OF ACI 318-08 SHALL APPLY.

#18 BARS SHALL NOT BE SPACED CLOSER THAN 8 INCHES ON CENTER.

CONCRETE COVER OF NOT LESS THAN TWO BAR DIAMETERS. EXCEPT

UNCOATED BARS SPACED AT LEAST 6 INCHES ON CENTER AND CLEAR

SLABS AND WALLS WITH NORMAL WEIGHT CONCRETE REINFORCED WITH

VALUES GIVEN FOR TENSION BARS IN TABLE 1 ARE FOR:

JLD

NCB

JAMES R. WADDLE P.E.

KRISTEN L. SMITH NICOLE C. BERGERMICHAEL A. MORRISON

SEE GENERAL NOTES ON DRAWING 61W510-06-LE.

FOR DEFINITIONS OF TOP BARS AND OTHER BARS,

61W510-08-LE

61W510-08-LE

LOCK EXCAVATION

SPACING (C)

I

N

N

N

LAP SPLICE LENGTH LAP SPLICE LENGTH

C07

W_TVA

---KLS--0

8:1

MAM

INITIAL ISSUE

LOCK REPLACEMENT

CHICKAMAUGA PROJECT

US Army Corps of Engineers

Nashville District

DO NOT ALTER MANUALLY

C.A.D. DRAWING

PLOT FACTOR:

AS CONST

H

F

G

E

3 4 5 6

D

C

B

A

2 3 4 5 6

7 8

F

E

7 8 9 10

D

C

B

11 12

A

P l m e

P l t e

F i m e

:1

Q

P r o j e c t s

C h ic k a m a u c k

L o c a v a t n t r a c t

A s

A w a r d r t if ie d

F in a l_

D G

N

W

L E .d g n

DISCIPLINE

INTERFACE

REV.

NO.

DATE DSGN DRWN CHKD SUPV RVWD APPD ISSD

DESIGNED BY:

DRAWN BY:

CHECKED BY:

CHIEF, ENGINEERING CONSTRUCTION DIVISION

APPROVED BY:

SUBMITTED BY:

PROJECT

ID

REV

CD

REVIEWED BY: APPROVED BY: ISSUED BY:

DATE

TASK COMPLETED BY: REV NO.

AUTOCAD R

FOSSIL AND HYDRO ENGINEERING

TENNESSEE VALLEY AUTHORITY

R

R

R

SCALE: EXCEPT AS NOTED

7C

N.T.S.

MINIMUM CLEARANCE FOR REINFORCEMENT

FACE OF CONCRETE

REINF (b)

PRIMARY

SECONDARY REINF (b)

C O

V E

R d d

N.T.S.

LAP SPLICE REQUIREMENTS

FROM TABLE 1,

(MIN.) (MIN.)

FROM TABLE 1,

NOTES:

SPLICE LENGTH

WITHIN THE LAP

OF BARS SPLICED

NO MORE THAN 50%

CHIEF, CIVIL DESIGN BRANCH

MWH

STANDARD DETAILS

SHEET 2 OF 2

REB

NGB

BKL

REB NGB BKL

JUN/16

OVER THE LOWER.

I.E., THE HIGHER BAR DIRECTLY

LAYER SHALL BE PLACED IN LINE

REINFORCEMENT, BARS IN EACH

(b) IN MULTIPLE LAYER HORIZONTAL

(a) SEE GENERAL NOTES.

NCB

JAMES R. WADDLE P.E.

KRISTEN L. SMITH NICOLE C. BERGERMICHAEL A. MORRISON

61W510-09-LE

61W510-09-LE

FOR EXACT SPACING.

(d) SEE DETAILS ON REINFORCEMENT DRAWINGS

NOTED.

CENTERLINE OF BARS UNLESS OTHERWISE

(c) ALL SPACING DIMENSIONS ARE TO THE

PLATE WASHER TABLE

ƒ"

Ž"

1ˆ"

1†"

1Š"

1‹"

1Œ"

1Ž"

2ˆ"

1ˆ"

1‰"

1Š"

1ƒ"

1‡"

2"

2•"

2‚"

1‰"

1ƒ"

2"

2‚"

2•"

1•"

2ƒ"

3"

3…"

3ƒ" ƒ"

1"

1ƒ"

1•"

2"

1„"

1‚"

1…"

NOTES:

1. ALL PLATE WASHERS SHALL BE ASTM A36 MATERIAL.

2. AT CONTRACTOR'S OPTION, OUTSIDE OF PLATE WASHER CAN EITHER BE

CIRCULAR OR SQUARE.

3. PLATE WASHER THICKNESSES ARE BASED ON AN ANCHOR ROD YIELD STRENGTH

OF 36KSI AND TENSILE STRENGTH OF 58KSI.

ANCHOR

BOLT

DIA (IN)

DIA (IN)

OUTSIDE

WASHER

PLATE PLATE

WASHER

INSIDE

DIA (IN) (IN)

THICKNESS

WASHER

PLATE MAXIMUM

BASE PLATE

HOLE

(IN)

NOTES:

PROJ AS PER CONC DWGS (TYP)

(TYP)

NOTE C

•" MIN

(TYP)

& PIPE SLEEVE (TYP)

BAR WELDED TO BOLT

4"

TYPE A

TYPE B

TYPE C

TYPE D

TYPE E

TYPE F

TYPE G

TYPE H

VARIES AS PER CONC DWGS

L L L L

a) TYPE A,C,E,G = 1 NUT & WASHER.

b) TYPE B,D,F,H = 2 NUTS & WASHERS.

c) PACK WITH OAKUM AND REMOVE

BEFORE GROUTING ANCHOR BOLT.

1"

BAR SIZE

TYPE C & DTYPE A & B

BAR SIZE

(DIA)

PIPE

(DIA)

BOLT

2"

2"

2"

2"

2'-3"

2'-0"

1'-9"

1'-6"

1'-4"

1'-2"

1'-0"

0'-9"•" ƒ"

1„"

1‚"

1•"

1•"

1•"

2•"

2•"

L

2• x ‚ x 0'-2•"

3 x ‚ x 0'-3"

3• x ‚ x 0'-3•"

4 x … x 0'-4"

4• x • x 0'-4•"

5 x ƒ x 0'-5"

5• x ƒ x 0'-5•"

6• x ƒ x 0'-6•"

2• x ‚

3 x ‚

3• x ‚

4 x …

4• x •

5 x ƒ

5• x ƒ

6• x ƒ

CAST-IN-PLACE ANCHOR BOLTS

d) THE EMBEDMENT LENGTH L SHOWN ON THE TABLE

IS FOR SINGLE ANCHORS. A SINGLE ANCHOR

IS AN ANCHOR SPACED NOT LESS THAN 3 TIMES L

TO AN ADJACENT ANCHOR AND NOT LESS THAN 1.5

TIMES L TO EDGE OF CONCRETE. OTHERWISE, THE

PROVISIONS OF ACI 318 APPENDIX D SHALL APPLY.

HEAVY HEX NUT

TOP OF BOLT EL

TOC EL

HEAVY HEX NUT

TOP OF BOLT EL

TOC EL

STD WASHER OR PLATE

WASHER AS NOTED ON

STD WASHER OR PLATE

WASHER AS NOTED ON

CLEAN AND OIL FREE

DRILL & EPOXY GROUT

USING THE HILTI

HIT HY 150 SYSTEM

OR EQUAL

HILTI KWIK

BOLT 3 OR EQUAL

E M

B E

D M

E N

T P

R O J

E C

T I

O N

T H

R E

A D

L E

N G

T H

BOLT DIA

L E

N G

T H

E M

B E

D M

E N

T T H

R E

A

DP

R O J

E C

T I

O N

BOLT DIA

(BASED ON HILTI KWIK-BOLT 3)

DRILL BIT

DIAMETER

(INCHES)

MINIMUM

EMBEDMENT

(INCHES) (INCHES)

SPACING

MINIMUM MINIMUM

EDGE DISTANCE

(INCHES)

(BASED ON HILTI HIT HY-150 SYSTEM)

DIAMETER

(INCHES)

DRILL BIT

(INCHES)

DIAMETER

BOLT MINIMUM

EMBEDMENT

(INCHES) (INCHES)

SPACING

MINIMUM MINIMUM

EDGE DISTANCE

(INCHES)

ƒ" ƒ"

…" 2•"

3•"

4ƒ"

4•"

5†"

7ƒ"

10ƒ"

13•"

3•"

7‚"

13•"

8•"

9ƒ" ƒ"

Œ"

Ž"

1 ˆ"

3 •"

4 ‚"

6 †"

7 •"

8 ‚"

5 ‚" 5 ‚"

6 …" 6 …"

7 •" 7 •"

11 ‚" 11 ‚"

12 …" 12 …"

ADHESIVE ANCHORSEXPANSION ANCHORS

PLATE WASHER TABLE

THREADED ROD

PLATE WASHER TABLE

(INCHES)

DIAMETER

BOLT

ANCHOR BOLT NOTES:

PRODUCT IS EQUAL TO OR BETTER THAN THE HILTI PRODUCT INDICATED.

ARE TO BE USED, THE CONTRACTOR SHALL PROVIDE VERIFICATION THAT THE

BASED UPON HILTI PRODUCTS. IF PRODUCTS FROM OTHER MANUFACTUER'S

THE EXPANSION ANCHOR BOLT AND ADHESIVE ANCHOR BOLT INFORMATION IS

THIS HILTI PRODUCT OR AN APPROVED EQUAL.

INSTRUCTIONS. EPOXY GROUTED ADHESIVE ANCHORS SHALL COMPLY WITH

ADHESIVE ANCHORS SHALL BE INSTALLED PER THE MANUFACTURER'S

ANCHORS ARE BASED ON THE HILTI HIT 150 SYSTEM. EPOXY GROUTED

THE EMBEDMENT DEPTHS INDICATED FOR EPOXY GROUTED ADHESIVE

COMPLY WITH THIS HILTI PRODUCT OR AN APPROVED EQUAL.

PER THE MANUFACTURER'S INSTRUCTION. EXPANSION ANCHORS SHALL

ON THE HILTI KWIK-BOLT 3. EXPANSION ANCHORS SHALL BE INSTALLED

THE EMBEDMENT DEPTHS INDICATED FOR EXPANSION ANCHORS ARE BASED

CONFORMING TO AISI 304.

ADHESIVE ANCHOR BODY, NUT, AND WASHER SHALL BE STAINLESS STEEL

UNLESS NOTED OR SHOWN OTHERWISE, THE EXPANSION ANCHOR AND

GROUTED.

EQUIPMENT OR BASE PLATES, ALL ANCHOR BOLT SLEEVES SHALL BE

BOLT SLEEVES SHALL BE OPENED IMMEDIATELY PRIOR TO SETTING

ASTM A53 STANDARD WEIGHT PIPE OR FORMED ASTM A36 PLATE. ANCHOR

UNLESS NOTED OR SHOWN OTHERWISE, ANCHOR BOLT SLEEVES SHALL BE

INSTALLED ON EACH SIDE OF THE CONCREE FORM OR TEMPLATE.

TWO WASHERS AND WITH SUFFICIENT THREADS TO PERMIT A NUT TO BE

ANCHOR BOLTS SHALL BE FURNISHED WITH TWO HEAVY HEX TOP NUTS AND

GRADE A HEXAGON NUTS. UNLESS NOTED OTHERWISE, CAST-IN-PLACE

SHALL BE ASTM A307 GRADE A OR C WITH HEXAGON HEADS AND ASTM A563

UNLESS NOTED OR SHOWN OTHERWISE, CAST-IN-PLACE ANCHOR BOLTS

ANCHORING REQUIREMENTS.

SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER FOR

LARGER THAN 1 „" IN DIAMETER OR WITH LESS THAN 4 ANCHOR BOLT HOLES

ANCHOR BOLT HOLE. EQUIPMENT OR BASE PLATE WITH ANCHOR BOLT HOLES

LARGEST ANCHOR BOLT LISTED ON THIS DRAWING THAT WILL FIT INTO THE

HOLE SIZE. THE ANCHOR BOLT SIZE SHALL BE BASED ON SELECTING THE

DETERMINED BY MATCHING THE EQUIPMENT OR BASE PLATE ANCHOR BOLT

ANCHOR BOLT SIZES NOT INDICATED ON THE DRAWINGS SHALL BE

EMBEDMENT, SPACING, AND EDGE DISTANCE AS SHOWN ON THE DRAWINGS.

MANUFACTURER'S INSTRUCTIONS, AND SHALL CONFORM TO THE MINIMUM

FABRICATION BEING SUPPORTED, SHALL BE INSTALLED PER THE

LOCATED TO MATCH THE EQUIPMENT OR MISCELLANEOUS METAL

UNLESS INDICATED ON THE DRAWINGS, ANCHOR BOLTS SHALL BE FIELD

DRAWINGS.

ANCHOR PLATES SHALL BE PROVIDED WHERE THEY ARE INDICATED ON THE

METAL FABRICATIONS AS INDICATED ON THE DRAWINGS. SLEEVES AND

ANCHOR BOLTS SHALL BE PROVIDED FOR EQUIPMENT AND MISCELLANEOUS

9.

8.

7.

6.

5.

4.

3.

2.

1.

CAST-IN-PLACE ANCHORS SHOWN ON DRAWINGS WILL NOT BE PERMITTED.

10. THE SUBSTITUTION OF EXPANSION ANCHORS AND ADHESIVE ANCHORS FOR

ACCORDANCE WITH THE SPECIFICATIONS.

1. MATERIALS NOT SPECIFIED ON THE DRAWINGS SHALL BE IN

GENERAL NOTES FOR MISCELLANEOUS METALS:

EMBEDDED IN CONCRETE UNLESS OTHERWISE NOTED.

IN ACCORDANCE WITH THE SPECIFICATIONS. DO NOT PAINT STEEL SURFACES

3. UNLESS OTHERWISE SHOWN OR NOTED STEEL SHALL BE PAINTED OR GALVANIZED

ZINC-CHROMATE PRIMER.

STEEL OR CONCRETE SHALL BE GIVEN A HEAVY COAT OF ALKYD TYPE

4. UNLESS OTHERWISE SHOWN OR NOTED ALUMINUM SURFACES IN CONTACT WITH

7. UNLESS OTHERWISE SHOWN OR NOTED SHEARED EDGES SHALL BE GROUND SMOOTH.

SMOOTH ON BEARING AND EXPOSED SURFACES.

AND WELDED IN ACCORDANCE WITH APPROVED SHOP PRACTICE. GRIND WELDS

8. UNLESS OTHERWISE SHOWN OR NOTED CORNERS OF FRAMES SHALL BE MITERED

THAN HOLES INDICATED UNLESS OTHERWISE SHOWN OR NOTED.

REQUIRED. DIAMETER OF ANCHORS AND BOLTS SHALL BE ˆ" SMALLER

9. FURNISH ALL ANCHOR BOLTS AND CONNECTION BOLTS WHERE…