Updated_Drawings_W912P5-17-B-0012.pdf

C

C

-----0

XX

INITIAL ISSUE

CHIEF, CIVIL DESIGN BRANCH

04 4 8FT

SCALE: ‰''= 1'-0''

C C

B

UPSTREAM FACE OF CELL

PAINTING DETAIL

(TYP)

6" BAR

AS NEEDED

FIELD TRIM

ON INSIDE OF CELL

TYPICAL KNUCKLE

1•"

C1

C1

C

C

DETAIL

SEE PAINTING

TYP.

FOUR PILES)

(ONE EVERY

ƒ"} WEEP HOLE

RIVER BOTTOM

(VARIES)

OR GRAVEL FILL

CRUSHED STONE

WASHER

PLATE

TYP.

HD HEX NUTS

1•"

WELD

V BACK BEVELED

ALONG CL,

LONG MEASURED

2•" D x 3'-1ƒ"

12" ID RING

PILING WEB

OVERBURDEN

MAX. POOL

TOP OF CELL

MIN. POOL

567.0

556.0

549.0

512.5

ELEVATIONS

TOP OF ROCK 503.5

*PILE DEPTH

*PILE DEPTH: ELEVATION OR TO REFUSAL

567.0

556.0

549.0

512.5

503.5

WHEELER#1 WHEELER#2

NORTHING

EASTING

1,752,088.8

2,007,558.2

1,752,135.1

2,007,954.8

MOORING CELL LOCATIONS

SECTION B-B

CELL CHARACTERISTICS

3 FT HIGH POINT OF FILL

RING ASSEMBLY

A325 BOLTS

(5 REQUIRED)

THREAD BOLT

1 1/2"} x 6" ALL

HORIZONTAL

VERTICAL

NAD83

NAVD88

503.5 503.5

BEND TO FIT CELL

PL 12" x 1.5" x 2'-0"

C15 x 33.9 X 4'-0", R

R

ALONG CL

- 3'-1" LONG MEASURED

BENT ROD, 2 1/2" - 8

ELEVATION A-A

SCALE:‰" = 1'-0"

SCALE:‰" = 1'-0" SCALE:‰" = 1'-0"

B

DETNI

AP

EB

O

T

A E

R A

A A

PLAN

SCALE:‰" = 1'-0"

7.5

PI

LES7.5 PILES

L

RING

C MOORING

40'-8" DIA.

(APPROX. 78 PILES)

(VARIES)

TOP OF BEDROCK

TOP OF CELL

CL

DRIVING LINE

OF PILE

DOWN FROM TOP

KNUCKLE 1'-0"

TOGETHER AT

WELD EACH PILE

(VERTICAL FENDER)

5"5" 5" ƒ" CHAMFER

5"5" 5"

L

L

" 5"5" 5"

7•"

7•"

15"

(TYP FENDER)

DRILL AND TAP

1•"} HOLES

TYP.

TYP.

‚"3"

3"

DD

SECTION D-D

PILING WEB

(TYP WASHER)

{ DRILLED

1ƒ"} HOLES

TYP.

TYP.

‚"3"

3"

PILING WEB

INTERLOCK

PILING

FENDER

HORIZONTAL

FENDER

HORIZONTAL

(TYPICAL AT INTERLOCK)

(TYPICAL AT SPACER BARS)

DETAIL E - MK4

BETWEEN HORIZONTAL FENDERS.

REFLECTIVE ADDITIVE. PLACE

SILVER STRIPING PAINT WITH

MAX POOL

MIN POOL

TOP OF OVERBURDEN

AND FENDERS

TOP OF PILES

PILE TIP ELEVATION

SHEET PILING

A572-Gr 50

SECTION

PS 27.5

DETAIL B2

MOORING RING ASSEMBLY - MK1

1/2"COLLAR

HVY HEX NUTS (TYP)

3/8"

TYP.

PJP.

20'-4 " RADIUS

EL. 557

EL. 550

MINIMUM

UNIFORMALLY

CONCRETE SLAB

18" TREMIE

APPROX. EL. 511.00

EL. 568

TOP OF PILES

FENDER

TOP OF

FENDER

BOTTOM OF

EL. 559.25

EL. 551.25

APPROX. EL. 503.50 +/_

SECTION C1-C1

SECTION C2-C2

DETAIL C-C

ABOVE AND BELOW

OPPOSITE PILE FOR FENDERS

PILE. ALTERNATE BARS TO

ALTERNATE PILE ON CENTER OF

OR 3"X1•"X 1'1" ON

SPACER BARS 3"X1ƒ" X 1-1"

FENDERS

HORIZONTAL

MK2-

FENDERS

HORIZONTAL

MK3- CUT

OVERBURDEN REMOVED 146 YD

146 YD

SPLICE DETAIL

(WHEN APPLICABLE)

TO BE SPLICED

SHEET PILES

TYP.

CENTER ON JOINT

D

T N I

P

B OT AERA

TENNESSEE RIVER MOORING CELLSAPPROX. EL. 509.00

TOP OF DREDGED AREA

10W500

ML

ML

‰"=1'-0"

WHEELER LOCK PROJECT

ML FCM AR AR JB

ML

FCM

SEPT/17

10W500

CELRN

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 i m e

P l o t a t e

F i l e

N a m e

T im e

D a t e

F il e

DESIGNED BY:

DRAWN BY:

CHECKED BY:

CHIEF, ENGINEERING CONSTRUCTION DIVISION

H

F

G

E

3 4 5 6

D

C

B

A

2 3 4 5 6

7 8

REV NO.TASK COMPLETED BY:

F

E

7 8 9 10

D

C

B

11 12

A

INSTALLATION OF NEW CELLS

WHEELER DESIGN

TRM 275.7 & TRM 275.8

ALICE RODEWALD ALICE RODEWALD JEFFREY BROWN

JAMES R. WADDLE P.E.

VANESSA C. BATEMAN

A P P R

O X

P I L E S

H O R I Z

O N T

A L

F E

N D E R

L I

M I

S

P P R

O X

P I L E S

H O R I Z

O N T

A L

F E

N D E R

L I

M I

568.00

566.75

564.25

561.75

559.25

556.75

554.25

(2 REQUIRED)

…" PLATE WASHER

(1 REQUIRED)

…" PLATE WASHER

PILING. WELD TO FIT IN PLACE.

THRU PLATE AFTER INSTALLATION ON

CUT AND GRIND FLUSH BOLTS EXTENDING

NOTE:

5 - 1•"}x6" LONG ALL THREAD HEX

3 - P …"x15"x1'-3" ASTM A36

1 - P 2"x15"x8'-0" ASTM A36

VERTICAL FENDER REQUIREMENTS:

29 SHEET PILES HORIZONTAL STRIPING

H E I

G H

B

P

I

N T

E

C T I

O N

F

I

N C

H

C1-C1 204 EACH FILLER BAR, 1ƒ"X3"X1'-3/4", SEE SECT

HEX BOLTS, ASTM 307

5-1•" DIA X 6" LONG ALL THREAD HEX OR HEAVY

3 PL…X 15 X 1'3", ASTM A36

1 PL 2 X 15 X 8'0", ASTM A36

EACH FENDER

EACH VERTICAL FENDER, SEE DETAIL E REQUIRED

THESE ARE BENT TO CELL RADIUS

CUT AS NECESSARY HORZ STEEL FENDERS

ROLLED & BENT TO CELL RADIUS

FENDERS

3 ROWS 2 COLUMNS OF 3/4"X12"X20' HORIZ STEEL

4 ROWS PL 3/4X12X45'0" HORIZ STEEL FENDERS

1-10" ID X 2•" DIA RING SEE DETAIL A2

2•" THK WASHER

A563, GRADE A UBOLT THREAD/IN=8UNC

4 HEAVY DUTY HEX NUTS TO FIT 2•" DIA. ASTM

1 U-BOLT 2•" DIA., ASTM

1-PL 1"X 12"2'0" LONG, ASTM A36 BENT TO RADIUS

C-15X33.9X5'6" LONG, ASTM A36 BENT TO RADIUS.

MK5

MK4.

MK3.

MK2.

MK1

BILL OF MATERIALS:

(WHEN APPLICABLE)

SPLICE DETAIL

HORIZONTAL FENDER

TYP.

Š"

45°

NORTH

FOURTH SHEET PILE.

SPACED AT 5'-0" CENTERS VERTICALLY IN EVERY

5. SHEET PILING SHALL HAVEƒ" DRAIN HOLES CUT

PLACEMENT.

HAVE BEEN PLACED AND PRIOR TO CONCRETE SEAL

LOCATION. INSPECTED BY A DIVER AFTER SHEET PILES

HEIGHT LAYER OF OVERBURDEN CENTERED OF CELL

4. REMOVE A 50 FEET DIAMETER CIRCLE BY 2 FEET

WILL BE PROVIDED BY THE GOVERNMENT.

3. ALL PS27.5 A572, GRADE 50 SHEET PILING AND

90 DEG APART.

SHALL BE RECORDED AT A MINIMUM OF 4 POINTS SPACED

2. THE ELEVATIONS TO WHICH EACH CELL IS DRIVEN

SHALL BE CLASS 301.5 AFW.

GENERAL CONSTRUCTION SPECIFICATIONS. CONCRETE

1. CONCRETE SHALL BE PLACED IN ACCORDANCE WITH

NOTES:

MINIMUM OF 10' HORIZONTALLY.

CONNECTIONS MUST BE STAGGERED A

SPLICING SHALL BE PERMITTED. SPLICE

NOTE:

23'-9" +3" 23

9"

3"

47.5' +3"-

551.75

INCH STEEL PLATE

1 FT X 3 FT X 0.5

AROUND.BREAK SHORT OF JOINT

WELD:‚INCH FILLET WELDS ALL

PLATE

PLATE: 1 FT X 3 FT X 0.5 INCH STEEL

NOTE:

SPLICE REQUIREMENTS:

SEE DETAIL E)

SHEET PILES

(8'-0" ON 9

VERTICAL FENDERS

COREHOLE NORTHING EASTING

SA1A 1752081 2007565

SA1B 1752100 2007583

SA1C 1752117 2007568

NAD 83 SPCS ALABAMA WEST (FIPS 0102)

COREHOLE NORTHING EASTING

SA2A 1752153 2007942

SA2B 1752154 2007959

SA2C 1752124 2007949

NAD 83 SPCS ALABAMA WEST (FIPS 0102)