64W220-26.pdf
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- Chickamauga Lock Post Tensioning Rod
- Solicitation number
- W912P517T0052
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Drawing 64W220-26
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Text version
6’-0"4’-9"3’-9"
11’-6"
EXISTING EMBEDMENT
11’-6"
RECESS
END OF ORIGINAL
RECESS
EXISTING
END OF
EXISTING EMBEDMENT
BOTH NS OF
ANCHOR BARS
ONE FS OF EXISTING EMBEDMENT
ONE NS OF EXISTING EMBEDMENT
ANCHOR BARS
EXISTING EMBEDMENT
{ PIN
EL 692’-3�"
CJ EL 685’-0"
NOTES:
SCALE: �" = 1’-0"
A
SCALE: �" = 1’-0"
B
B A
BOTTOM OF ANCHOR BARS
EL 658’-9"
EL 658’-3"
BOTTOM OF ANCHOR BAR HOLES
EL 688’-2"
LC ANCHOR LOAD PIN
EL 688’-2"
LC PIN PLATES
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.
�" = 1’-0"
64W220-26
X
C 7
GENERAL ARRANGEMENT
UPPER MITER GATE ANCHORAGE REPLACEMENT
JAN/17
CHICKAMAUGA LOCK FINAL SUBMITTAL
SECTIONS
64W220-26
SECTIONSECTION
64W220-27 64W220-27
EL 692’-3�"
{ PIN
CJ EL 675’-0"
EL 687’-9�"
EL 687’-7"
CJ EL 675’-0"
{ GUDGEON
PIN
HP EL 687’-3�"
BOTTOM OF ANCHOR BARS
BOTTOM OF ANCHOR BAR HOLES
EL 657’-10"
EL 658’-4"
PIN (SEE NOTE 4)
{ GUDGEON
CJ EL 685’-0"
64W220-2564W220-25
EL 687’-9�"
EL 687’-7�"
TO BE ADJUSTED ACCORDINGLY.
+ 1", - 0". ALL OTHER ELEVATIONS ARE
ROD AT GUDGEON PIN CONNECTION IS
TOLERANCE ON ELEVATIONS OF ANCHOR
SET �" LOWER AT THE ANCHOR PINS.
AT GUDGEON PIN. ANCHOR RODS ARE TO BE
ANCHOR ROD688’-2�" FOR CENTERLINE OF
BASED ON AN ASSUMED ELEVATION OF
ALL ELEVATIONS ON THIS DRAWING ARE4.
GUDGEON PIN.
SET �" LOWER AT ANCHOR PINS THAN AT
ANCHOR BAR ELEVATION IS INTENTIONALLY3.
NOT SHOWN FOR CLARITY.
GROUT AND SECONDARY POUR CONCRETE2.
CONCRETE DETAILS.
SEE SHEET 64W220-27 FOR ADDITIONAL1.
6’-0"VARIESVARIES5’-3"
3’012’’ 1’ 2’6"
SCALE: 3/4’’=1’-0’’
JAMES A. NIZNIK KRISTEN L. SMITH NICOLE C. BERGER
JAN KLS NCB
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