Updated_Drawings_W912P5-17-B-0011.pdf

SCALE:

DO NOT ALTER MANUALLY

C.A.D. DRAWING

ISSUED BY:

R

TENNESSEE VALLEY AUTHORITY

FOSSIL AND HYDRO ENGINEERING

AUTOCAD R

DATE

PLOT FACTOR:

REVIEWED BY: APPROVED BY:

AS CONST

EXCEPT AS NOTED

NO.

REV.

DATE

R

R

DRWNDSGN CHKD RVWDSUPV APPD

PROJECT

ISSD

ID

CD

REV

DISCIPLINE

INTERFACE

US Army Corps of Engineers

Nashville District

SUBMITTED BY:

APPROVED BY:

P l o t

T i m e

P l o t

D 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

C

C

-----0

XX

INITIAL ISSUE

CHIEF, CIVIL DESIGN BRANCH

04 4 8FT

SCALE: ‰''= 1'-0''

PLAN

A A

C C

B

PAINTING DETAIL

A P P R

O X

P I L E S

DRIVING LINE

OF PILE

DOWN FROM TOP

KNUCKLE 1'-0"

TOGETHER AT

WELD EACH PILE

DETAIL

SEE PAINTING

TYP.

FOUR PILES)

(ONE EVERY

ƒ"} WEEP HOLE

SHEET PILING

A572-Gr 50

PS 27.5 SECTION

RIVER BOTTOM

(VARIES)

(VARIES)

OR GRAVEL FILL

CRUSHED STONE

BETWEEN HORIZONTAL FENDERS.

REFLECTIVE ADDITIVE. PLACE

SILVER STRIPING PAINT WITH

TOP OF CELL

SECTION B-B

AREA TO BE PAINTED AREA

TO

BE

PAI

NTED

3 FT HIGH POINT OF FILL

(APPROX. 10 PILES)

HORIZONTAL FENDER LIMITS (APPROX.

PI

LES)

HORI

ZONTAL

FENDER

LI

MI

TS

5.

PI

LES5.5 PILES

ELEVATION A-A

SCALE:‰" = 1'-0"

SCALE:‰" = 1'-0" SCALE:‰" = 1'-0"

SCALE:‰" = 1'-0"

B

CL

L

RING

C MOORING

(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

(TYP)

6" BAR

AS NEEDED

FIELD TRIM

ON INSIDE OF CELL

TYPICAL KNUCKLE

1•"

C1

C1

C

C

TYP.

HD HEX NUTS

1•"

WELD

V BACK BEVELED

ALONG CL,

LONG MEASURED

2•" D x 3'-1ƒ"

12" ID RING

RING ASSEMBLY

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

DETAIL B2

MOORING RING ASSEMBLY - MK1

1/2"COLLAR

HVY HEX NUTS (TYP)

3/8"

TYP.

PJP.

15'-2 " RADIUS

CELL CHARACTERISTICS

OVERBURDEN

MAX. POOL

TOP OF CELL

MIN. POOL

430.0

415.0

408.0

PICKWICKELEVATIONS

TOP OF ROCK N/A

370.0*PILE DEPTH

*PILE DEPTH: ELEVATION OR TO REFUSAL

NORTHING

EASTING

275,648.4

1,306,400.6

MOORING CELL LOCATIONS

HORIZONTAL

VERTICAL

NAD83

NAVD88

400.0

AND FENDERS

TOP OF PILES

EL. 415.00

MAX POOL

EL. 408.00

MIN POOL

EL. 400.00

TOP OF OVERBURDEN

PILE TIP ELEVATION

EL. 370.00

EL. 430.00

TOP OF CELL

416.25

408.25

BOTTOM OF FENDER

TOP OF FENDER

A A

(WHEN APPLICABLE)

TO BE SPLICED

SHEET PILES

TYP.

CENTER ON JOINT

WASHER

PLATE

PILING WEB

A325 BOLTS

(5 REQUIRED)

THREAD BOLT

1 1/2"} x 6" ALL

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"

TENNESSEE RIVER MOORING CELLS

DEMOLITION & INSTALLATION

DETAIL C-C

TO REFUSAL

TRM 209 PICKWICK DESIGN

SECTION C1-C1

SECTION C2-C2

10W500

OF EXISTING MOORING CELL.

5. CONTRACTOR SHALL NOT SPUD ON DOWNSTREAM SIDE

FOURTH SHEET PILE.

SPACED AT 5'-0" CENTERS VERTICALLY IN EVERY

4. SHEET PILING SHALL HAVEƒ" DRAIN HOLES CUT

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:

BERNIE AULD BERNIE AULD JEFFREY BROWN

JAMES R. WADDLE P.E.

VANESSA C. BATEMAN

10W500

PICKWICK LANDING PROJECT

CELRN

‰" = 1'-0"

ML

ML

ML ML FCM

FCM

BA BA JB

07 SEP/17

SEE DETAIL 2)

SHEET PILES

(8'-0" ON 8

VERTICAL FENDERS

(WHEN APPLICABLE)

SPLICE DETAIL

HORIZONTAL FENDER

SPLICE DETAIL

SHEET PILE

430.0

428.75

426.25

423.75

421.25

418.75

416.25

413.75

411.25

H E I

G H

O

B E

P A I

N T

E

S E

C T I

O N

S

O F

I

N C

H

20 SHEET PILES HORIZONTAL STRIPPING

-33 FT + 3 IN

20 SHEETS IN LENGTH

HORIZONTAL FENDERS

I

A

150 FILLER BAR, SEE SECT C1-C1

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

FENDER

3 ROWS 2 COLUMNS OF PL 3/4"X12"X10'HORIZ STEEL

6 ROWS PL 3/4"X12"X33' HORIZ STEEL FENDER.

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:

N O R T

H

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:

BREAK SHORT OF JOINT

WELD:‚INCH FILLET WELDS ALL AROUND.

PLATE: 1 FT X 3 FT X 0.5 INCH STEEL PLATE

NOTE:

SPLICE REQUIREMENTS:

(1 REQUIRED)

…" PLATE WASHER

(2 REQUIRED)

…" PLATE WASHER

TYP.

Š"

45°

33 FT + 3 IN

MINIMUM OF 10' HORIZONTALLY.

CONNECTIONS MUST BE STAGGERED A

SPLICING SHALL BE PERMITTED. SPLICE

NOTE:

408.75

INCH STEEL PLATE

1 FT X 3.0 FT X 0.5