64W220-25.pdf

PDF 88 KB Posted

Attached to
Chickamauga Lock Post Tensioning Rod
Solicitation number
W912P517T0052
Issued by

About this file

Drawing 64W220-25

View the file

Other files

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

20°

GUDGEON PIN

FRAME "B"

ANCHOR

BAR CAP

ANCHOR

ANCHOR ROD "B"

2" DIA. DRAIN

LOAD CELL "B"

COMPRESSION

(TYP.)

STRAND ANCHOR

POST-TENSIONED

EXISTING VERTICAL

64W220-34 & 35 (TYP)

NOT SHOWN. SEE SHEETS

BEARING ANGLE INSTALLATION

CUT FOR GRATING,

EL. 687’-7�"

HIGH POINT

ANCHOR LOAD PIN "A"

FRAME INSTALLED

AFTER ANCHOR

EL. 687’-7�"

ANCHOR BAR CAP

ANCHOR FRAME "A"

LOAD CELL

COMPRESSION

ROD "A"

ANCHOR

ANCHOR LOAD PIN "B"

"2

10’-2

"2

1’-3

N

SITE

FLOW

A

FLOW

SLOPE

SCALE: 1" = 1’-0"

PLAN

KEY PLAN

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

W_TVA

--------0

XX

INITIAL ISSUE

CHICKAMAUGA PROJECT

CHIEF, CIVIL DESIGN BRANCH

US Army Corps of Engineers

Huntington District

SUBMITTED BY:

CHIEF, CIVIL DESIGN BRANCH

W. MILLER D.A.K.

A.B.C.

J.C.C.

#X

C 7

GENERAL ARRANGEMENT

PLAN

CHICKAMAUGA LOCK FINAL SUBMITTAL

UPPER MITER GATE ANCHORAGE REPLACEMENT

1" = 1’-0"

64W220-25

64W220-25

JAN/17

B

NOTES:

64W220-26

W

UPPER LAND BLOCK NO. 22 OPPOSITE HAND & SIMILAR

UPPER RIVER BLOCK NO. 37 AS SHOWN

S L

O P

E

NOTE: GRATING & HANDRAIL NOT SHOWN.

1. SEE SHEET 64W220-33 FOR DETAILS OF ANCHOR

LOAD PINS "A" AND "B" AND COMPRESSION LOAD

CELLS "A" AND "B".

M O

N O

L

IT

H

J

O

IN

T

S T

A

.6

B

C

G U

D D

G E

O

P

IN

S T

A

.0

L

M O

N O

L

IT

H

J

O

IN

T

S T

A

.0

LC GUDDGEON PIN

10’-2�"

RECESS EL. 687’-9�"

EXISTING ANCHOR

C ANCHORAGE "B"

L

LC

A

C H

O R

A G

E

A

(TYP)

TRENCH CUT

L

TOP OF WALL

EL. 692’-3�"

C PIN

EL. 686’-2�" EL. 687’-7�"

LINK PIN

01’ 1’ 2’

SCALE: 1’’=1’-0"

JAMES A. NIZNIK KRISTEN L. SMITH NICOLE C. BERGER

JAN KLS NCB

File details come from the government source that posted it. Updated .