TPlans_CHICK_FMB_non-circle_tank_FINAL_28Mar2016.pdf

US Army Corps of Engineers Nashville District

Plans For

CHICKAMAUGA LOCK

FLOATING MOORING BITT

CONTRACT DRAWINGS:

64W412-1 FLOATING MOORING BITT, LAND SIDE, BITT ARRANGMENT AND DETAILS

64W412-2 FLOATING MOORING BITT, LAND SIDE, DETAILS - SHEET 1

64W412-3 FLOATING MOORING BITT, LAND SIDE, DETAILS - SHEET 2

64W412-4 FLOATING MOORING BITT, LAND SIDE, DETAILS - SHEET 3

64W412-5 FLOATING MOORING BITT, LAND SIDE, DETAILS - SHEET 4

64W412-6 FLOATING MOORING BITT, LAND SIDE, DETAILS - SHEET 5

FLOATING MOORING BITT

SCALE: 1.2" = 1'

VIEW B-B

SCALE: 1 1 2" = 1'

SECTION A-A

SCALE: 1.2" = 1'

2 3 4 5 6 7 8 9 10 11 12

TASK COMPLETED BY: REV NO.

PLOT FACTOR: 1

W_TVA

C.A.D. DRAWING

DO NOT ALTER MANUALLY

DISCIPLINE

INTERFACE

A

B

C

D

E

F

G

H

1 2 3 4 5 6 7 8

A

B

C

D

E

F

REV

NO.

DATE DSGN DRWN CHKD SUPV RVWD APPD ISSD PROJ.

ID

AS

CONST

REV

CD

SCALE:

RECIEVED BY: APPROVED BY:

DATE

CHICKAMAUGA PROJECT

TENNESSEE VALLEY AUTHORITY

FOSSIL AND HYDRO ENGINEERING

FLOATING MOORING BITT

LAND SIDE, BITT ARRANGEMENT AND DETAILS

AS NOTED

LOCK

EXCEPT AS NOTED

ISSUED BY:

SUBMITTED BY:

APPROVED BY:

CHIEF, CIVIL DESIGN BRANCH

CHIEF, ENGINEERING CONSTRUCTION BRANCH

MICHAEL F. ZOCCOLA P.E.

JAMES R. WADDLE P.E.

DESIGNED BY:

DRAWN BY:

CHECKED BY:

MAR 2016 M 64W412-1

64W412-1 M

INITIAL ISSUE

R0 MAR 2016 BJC

BJC

BJC

BJC

LCT

LCT

INVENTOR R 0

R 0CLRN

B B

C C

A

AD D

A2 B2

GG

C2

E E

F F

0 1' 2' 3'

SCALE: 1.2" = 1'

SCALE: 1 1 2 " = 1'

1'0 3'2'

34°

SYMETRICAL EXCEPT FOR PLUG AND PIPE

Water Line

2' -0

2'

-9

4"

4 " PL.

MK 4-4

3 8" PL.

3 8" PL.

2' -1

4"

3 8" PL.

(5/16)

1/4 1/4

TYP. ALL

STIFFENER

PLATES

GENERAL NOTES:

1.FOR SECTIONS C-C,D-D,E-E,F-F SEE SHEET 64W412-2.

2. FOR DETAILS A2, B2, C2 AND SECTION G-G SEE DRAWING 64W412-3.

3. FLOATING MOORING BITTS (FMB'S) SHALL BE WELDED WATER

TIGHT. AFTER FABRICATION AND PRIOR TO PAINTING, THE FMB'S

SHALL BE TESTED FOR WATER TIGHTNESS BY PRESSURIZING

THE TANK TO A MIN. 5 PSI AND CHECKING FOR LEAKS WITH A

SOAP SOLUTION. SUBMIT TEST REPORT AND FMB WEIGHT

FOR APPROVAL.

4. ALL MOUNTING BLOCKS MUST BE ACCURATELY LOCATED 1

32".

5. WELDING SHALL BE BY ELECTRIC ARC WELDING PROCESS AND

CONFORM TO THE APPLICABLE PROVISIONS OF AWS D1.1.

6. TOLERANCES FOR MACHINE- FINISHED SURFACES DESIGNATED

BY NONE-DECIMAL DIMENSIONS SHALL BE WITHIN 1 64". ALL DRILLED

HOLES SHALL BE ACCURATELY LOCATED.

7. FMB'S SHALL BE PAINTED INSIDE AND OUT AS SPECIFIED ON

DRAWING 64W412-2.

'-4

1'-3"(REF) 1'-3

4"(REF) 43

4"(REF)8"(REF)

6'-9"(REF)

1' -6

R

EF

1' -3

4" (R

EF

1' -3

4" (R

E F)

4' -5

4"

(R E

F)

8"

(R E

F)

2' -1

8"

(R E

F)

2'-17

8"(REF)63

8"(REF)81

4"(REF)

R6" R5"

R2"

6"

1" NPT SQ HEAD PLUG

W/ WELDED THREAD COUPLING

LIFTING BELL

MK 3-3 STOP BRACKET

MK 5-3

STOP PIN

MK 5-5

EYE BOLT

MK 3-2

STOP HOOK

MK 5-4

LIFTING LUG

MK 4-6

2"

(NOM.)

3 8" PL.

Water Line

2' -9

4"

2' -9

4"

2' -5

4"

(R

EF

3/8 TYP.

3/8 3/8

3/8

1/2

CHECK POST. 8" DIA

SCH 160 PIPE. ASTM A519

50 KSI MIN. YIELD

8. FMB'S SHALL BE DELIVERED COMPLETE AND ASSEMBLED, UNLESS

OTHERWISE NOTED. THE CONTRACTOR IS RESPONSIBLE FOR

PROVIDING ALL NUTS, BOLTS, WASHERS, UHMW PLASTIC GUIDES

ETC...EVEN WHEN SUCH PARTS ARE NOT EXPLICITLY CALLED OUT IN

THESE DRAWINGS. BOLTS, NUTS, AND WASHER SHALL BE

GALVANIZED.

9. FOR OVERALL 3-DIMENSIONAL VIEW SEE DRAWING 64W412-6.

10. UNLESS OTHERWISE NOTED, ALL MARK NUMBERS (MK'S)

HAVE A PREFIX OF 64W412.

11. ALL SHARP CORNERS AND ROUGH EDGES SHALL

BE GROUND SMOOTH.

12. TANK SHELL CAN BE FABRICATED USING 3 SEPARATE

SECTION SO THAT INSIDE PAINT CAN BE APPLIED PRIOR TO

WELDING THE SECTIONS TOGETHER. WELDING AREAS SHALL

NOT BE PAINTED UNTIL THE WATER TIGHTNESS TEST IS COMPLETE.

SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION.

3/8 3/8

UHMW GUIDES (TYP.)

MK 5-7

UHMW GUIDES (TYP.)

MK 5-6

5' -4

" N O

M

'-4

TANK STIFFENER

MK 4-3

1" PL. MK 4-2

2 X 4 1 4 X 6 PL

(TYP.)

4 X 3 1 2 X 7 3 4 PL (TYP.)

P L

X

L

X

X

MK 5-1MK 5-7 (TYP.)

MK 5-2 (TYP.)

MK 5-6 (TYP.)

WT 3X12.5

RECESS

SECTION C-C

SCALE: 2" = 1'

VIEW D-D

SCALE: 2" = 1'

SECTION E-E

SCALE: 2" = 1'

SECTION F-F

SCALE: 2" = 1'

2 3 4 5 6 7 8 9 10 11 12

TASK COMPLETED BY: REV NO.

PLOT FACTOR: 1

W_TVA

C.A.D. DRAWING

DO NOT ALTER MANUALLY

DISCIPLINE

INTERFACE

A

B

C

D

E

F

G

H

1 2 3 4 5 6 7 8

A

B

C

D

E

F

REV

NO.

DATE DSGN DRWN CHKD SUPV RVWD APPD ISSD PROJ.

ID

AS

CONST

REV

CD

SCALE:

RECIEVED BY: APPROVED BY:

DATE

CHICKAMAUGA PROJECT

TENNESSEE VALLEY AUTHORITY

FOSSIL AND HYDRO ENGINEERING

FLOATING MOORING BITT

LAND SIDE, DETAILS - SHEET 1

AS NOTED

LOCK

EXCEPT AS NOTED

ISSUED BY:

SUBMITTED BY:

APPROVED BY:

CHIEF, CIVIL DESIGN BRANCH

CHIEF, ENGINEERING CONSTRUCTION BRANCH

MICHAEL F. ZOCCOLA P.E.

JAMES R. WADDLE P.E.

DESIGNED BY:

DRAWN BY:

CHECKED BY:

MAR 2016 M 64W412-2

64W412-2 M

INITIAL ISSUE

R0 MAR 2016 BJC

BJC

BJC

BJC

LCT

LCT

INVENTOR R 0

R 0CLRN

2'

SCALE: 2" = 1'

3'1'0

3/8

3/8TYP.

CONTINUOUS WATER TIGHT

ALL CORNER WELDS (TYP.)

3/8TYP.

WELDS 5 16 X 21

ALL CORNER PL. AND BENT PL.

L3x3 5 8" (TYP.)

BENT PL. 6 x 5/16

1' -3

4" PL.

8"

SYMETRICAL EXCEPT FOR PLUG AND PIPE

SYMETRICAL TOP AND BOTTOM PLATES

4" X 4 3 8 " PL. TYP.

WT 3X12.5

2"

CONTINUOUS WELDS 5 16 X 2 1 2

ALL CORNER PL. AND BENT PL.

2"

CONTINUOUS WATER TIGHT

ALL CORNER WELDS (TYP.)

WT 4X7.5 (TYP.)

6" LONG

3/8 TYP.

L3x3 5 16 " (TYP.)

BENT PL. 6 x 5 16

(TYP.)

3/8TYP.

2" PL. (TYP.)

3/8

3/8 TYP.

4.5"X5

16 BENT PL. (TYP.)

2' -5

4"

4"

4" 3/8

3/8 TYP.

4"

2" PL. (TYP.)

4" PL. (TYP.)

16"

SIDE RAIL SLIDER

MOUNT (TYP.)

MK 5-2

FRONT SLIDER

MOUNT (TYP.)

MK 5-1

SIDE UHMW

GUIDES (TYP.)

MK 5-6

BACK UHMW

GUIDES (TYP.)

MK 5-7

BACK SLIDER

MOUNT (TYP.)

MK 5-1

1" TANK BOTTOM PL.

MK 4-2

4" PL. (TYP.)

4"

3"±

3/8

ALL SLIDER

MOUNTS

3/8

BOTH SIDE

MOUNTS

PAINTING NOTES:

1. THE OUTSIDE AND INSIDE SURFACE OF THE FLOATING MOORING

BITTS SHALL BE PAINTED AS SPECIFIED BELOW. PAINTING SHALL

NOT BE PERFORMED PRIOR TO PRESSURE TESTING AND

INSPECTION OF THE EQUIPMENT BY THE GOVERNMENT UNLESS

WAIVED.

2. PREPARATION FOR SHOP PAINTING: ALL FOREIGN SUBSTANCE

SHALL BE REMOVED FROM STEEL SURFACES AFTER FABRICATION

AND PRIOR TO APPLICATION OF COATINGS, ALL OILS, AND PAINT.

SURFACE PREPARATION FOR PAINTING SHALL BE WHITE BLAST

CLEANING IN ACCORDANCE WITH SSPC-SP-5. CLEANING SHALL BE

DONE BY VAPOR DEGREASING OR BY THE USE OF CLEANERS OF

THE ALKALINE, EMULSION, OR SOLVENT TYPE. THE SURFACE SHALL

BE VISUALLY INSPECTED FOR EVIDENCE OF PAINT, OIL, GREASE,

HEAT TREATMENT SCALE, IRON, RUST, OR OTHER FORMS OF

CONTAMINATION. FLOATING MOORING BITT SURFACES WITH

FINISHED MACHINE SURFACES (IE. BOLTS HOLES) SHALL BE

PROTECTED FROM PAINT APPLICATION.

3. PAINT SYSTEM: 3 COATS OF CARBOLINE 890 OR APPROVED EQUAL

PAINT SHALL BE SPRAYED ON THE OUTSIDE OF TANK TO AN

AVERAGE DRY FILM THICKNESS OF A MINIMUM OF 24.0 MILS FOR

THE COMPLETED SYSTEM. THE INSIDE THICKNESS SHALL BE

PAINTED TO 10 - 12 MILS. HAND BRUSH WILL BE ACCEPTABLE FOR

INSIDE PAINT. THE SPECIFIED FILM THICKNESS SHALL BE ATTAINED

IN ANY EVENT, AND ANY EXTRA COSTS NEEDED TO ATTAIN THE

SPECIFIED THICKNESS SHALL BE APPLIED AT NO ADDITIONAL COST

TO THE GOVERNMENT.

4. THE FINISHED COATING SHALL BE FREE FROM

PINHOLES BUBBLES, RUNS, DROPS, RIDGES, WAVES, LAPS

AND VARIATION IN COLOR, TEXTURE, AND GLOSS. EACH PAINT

COAT SHALL BE APPLIED IN A MANNER THAT WILL PRODUCE

AN EVEN CONTINUOUS FILM OF UNIFORM THICKNESS.

EDGES, SURFACE, CORNERS CERVICES, SEAMS, JOINTS,

WELDS, AND OTHER SURFACE IRREGULARITIES SHALL RECEIVE

SPECIAL ATTENTION TO ENSURE THAT THEY RECEIVE AN ADEQUATE

THICKNESS OF PAINT. GOVERNMENT PERSONNEL SHALL INSPECT

THE FMB'S AT THE CONTRACTOR'S SHOP TWO WEEKS PRIOR

TO DELIVER.

5. PAINT COLOR SHALL BE BATTLE-SHIP GRAY.

NOTES

1. SEE DWG 64W412-1 FOR GENERAL NOTES A

ND LOCATIONS OF SECTIONS C-C,D-D,E-E, AND F-F

3/8 TYP.

4' -2

2"

1' -3

2"

2"

2"

5"

4"

4"

8" 77

8"

16"

4" 4"

9"10"

4"

4"

16"

1' -2

8"

5" 2"

4"

2"

3'-9"

UHMW SLIDER (TYP.)

MK. 5-6

MANHOLE

SLIDER

4"±

SLIDER

1" NPT SQ HD PLUG 1 1 2" Ø PIPE

2' -6

8"

6"

MANHOLE COVER

MARK 64W412-3-1 ASTM A572, GR50

MAKE 1 SCALE: 3" = 1'

DETAIL A2

SCALE: 3" = 1'

DETAIL B2

SCALE: 3" = 1'

VIEW C2

SCALE: 2" = 1'

LIFTING BELL

MARK 64W412-3-3 ASTM A572, GR50

MAKE 1 SCALE: 3" = 1'

EYE BOLT

MARK 64W412-3-2 ASTM A572, GR50

MAKE 1 SCALE: 3" = 1'

SECTION I-I

SCALE: 3" = 1'

SECTION H-H

SCALE: 2" = 1'

SECTION G-G

SCALE: 3" = 1'

2 3 4 5 6 7 8 9 10 11 12

TASK COMPLETED BY: REV NO.

PLOT FACTOR: 1

W_TVA

C.A.D. DRAWING

DO NOT ALTER MANUALLY

DISCIPLINE

INTERFACE

A

B

C

D

E

F

G

H

1 2 3 4 5 6 7 8

A

B

C

D

E

F

REV

NO.

DATE DSGN DRWN CHKD SUPV RVWD APPD ISSD PROJ.

ID

AS

CONST

REV

CD

SCALE:

RECIEVED BY: APPROVED BY:

DATE

CHICKAMAUGA PROJECT

TENNESSEE VALLEY AUTHORITY

FOSSIL AND HYDRO ENGINEERING

FLOATING MOORING BITT

LAND SIDE, DETAILS - SHEET 2

AS NOTED

LOCK

EXCEPT AS NOTED

ISSUED BY:

SUBMITTED BY:

APPROVED BY:

CHIEF, CIVIL DESIGN BRANCH

CHIEF, ENGINEERING CONSTRUCTION BRANCH

MICHAEL F. ZOCCOLA P.E.

JAMES R. WADDLE P.E.

DESIGNED BY:

DRAWN BY:

CHECKED BY:

MAR 2016 M 64W412-3

64W412-3 M

INITIAL ISSUE

R0 MAR 2016 BJC

BJC

BJC

BJC

LCT

LCT

INVENTOR R 0

R 0CLRN

I

I

H

H

SCALE: 3" = 1'

SCALE: 2" = 1'

1' 2' 3'

2' 1' 1 1 2 ' 2'

2'-0"

2"

DRILL 12 HOLES 11

16" DIA.

FOR 5 8" BOLT EQUALLY SPACED

ON 22" BOLT CENTER

1/4 TYP.

8" PL.

1/4

G

TYP. FOR TANK

TOP & BOTTOM

PL'S NOTE 6

3/8

ALL SLIDER

MOUNTS

2"

4"

6"21 2"

2"(NOM.)

2"(NOM.)

4"

4"

4"

16"

8"

R1"

R1"

EYE BOLT

MK. 3-2

60°

2"

4"

R7 8"

1 1 4" BAR

1/4TYP.

1' -3

4" (R

E F)

4"

8"

10 1 4"(REF)

1'-101 2"

2'-11

2"(REF)

6"

LIFTING BELL

MK 3-3

EYE BOLT

MK 3-2

MANHOLE COVER

MK 3-1

LIFTING LUG (TYP.)

MK 4-6

1X5X10 PL.

BACK SLIDER MOUNT

MK 5-1

BACK UHMW GUIDE

MK 5-7 21

2"

2"

16"

8"

(3/8)

SYMETRICAL EXCEPT FOR PLUG AND PIPE

2" RETURN BEND

1 1 4" BAR

R15 8"

1/4 1/4

8"

MANHOLE COVER

MK 64W412-3-1

4"

30°

1' -4

2"

3/8

TANK TOP PL.

MK 4-1 4"

TANK STIFFENER (TYP.)

MK 4-3

1 1 2" VENT PIPE

EXTRA STRONG

ASTM A53

(PAINTED)

TANK BOTTOM PL

MK 4-2

4 " SHELL PL

3/8

ALL SIDE

SLIDER MOUNTS

1/4

3/8 3/8

1/4 1/4

1" TANK TOP

MK 64W412-4-1

3/8

TANK TOP

SUPPORT PL

MK 64W412-4-5

3/8

1"

1/4

ALL INSIDE

STIFFENERS

2"

3/8

ENTIRE SIDE

MOUNT TO TANK

PIN

MK 5-5

STOP HOOK

MK 5-4

TACK WELD

NUTS (TYP.)

EYE BOLT

MK 3-2

34°

NOTE 1

2"(REF)

8 1 4"(REF)2 3 4"(REF)

2"

3" 6"

8" HEX CAP

SCREWS WITH NUTS3

16" THICK RUBBER

GASKET

1'-101 2"

2'-5"(REF)

PAINTING NOTES:

1. FOR PAINTING INSTRUCTIONS SEE DRAWING 64W12-2.

GENERAL NOTES:

1. STOP HOOK ANGLE MAY NEED ADJUSTING TO

ACCOMIDATE BITT INSTALLATION.

2. SEE DWG 64W412-1 FOR GENERAL NOTES.

TOP PLATE

MK 4-1

TACK WELD (TYP.)

EXIST. EMBEDDED

STEEL (TYP.)

EXIST.

EXIST.

TANK TOP PLATE

MARK 64W412-4-1 ASTM 572 GRADE 50

MAKE 1 SCALE: 2" = 1'

TANK STIFFENER

MARK 64W412-4-3 ASTM A572, GR 50

MAKE 4 SCALE: 2" = 1'

TOP SUPPORT PLATE

MARK 64W412-4-5 ASTM 572 GRADE 50

MAKE 1 SCALE: 2" = 1'

BOTTOM SUPPORT PLATE

MARK 64W412-4-4 ASTM 572 GRADE 50

MAKE 1 SCALE: 2" = 1'

TANK BOTTOM PLATE

MARK 64W412-4-2 ASTM 572 GRADE 50

MAKE 1 SCALE: 2" = 1'

LIFTING LUG

MARK 64W412-4-6 ASTM A572, GR50

MAKE 2 SCALE: 3" = 1'

2 3 4 5 6 7 8 9 10 11 12

TASK COMPLETED BY: REV NO.

PLOT FACTOR: 1

W_TVA

C.A.D. DRAWING

DO NOT ALTER MANUALLY

DISCIPLINE

INTERFACE

A

B

C

D

E

F

G

H

1 2 3 4 5 6 7 8

A

B

C

D

E

F

REV

NO.

DATE DSGN DRWN CHKD SUPV RVWD APPD ISSD PROJ.

ID

AS

CONST

REV

CD

SCALE:

RECIEVED BY: APPROVED BY:

DATE

CHICKAMAUGA PROJECT

TENNESSEE VALLEY AUTHORITY

FOSSIL AND HYDRO ENGINEERING

FLOATING MOORING BITT

LAND SIDE, DETAILS - SHEET 3

AS NOTED

LOCK

EXCEPT AS NOTED

ISSUED BY:

SUBMITTED BY:

APPROVED BY:

CHIEF, CIVIL DESIGN BRANCH

CHIEF, ENGINEERING CONSTRUCTION BRANCH

MICHAEL F. ZOCCOLA P.E.

JAMES R. WADDLE P.E.

DESIGNED BY:

DRAWN BY:

CHECKED BY:

MAR 2016 M 64W412-4

64W412-4 M

INITIAL ISSUE

R0 MAR 2016 BJC

BJC

BJC

BJC

LCT

LCT

INVENTOR R 0

R 0CLRN

2'

2'

SCALE: 2" = 1'

1 1 2 '

SCALE: 3" = 1'

1'

1'1 2'

0 3'

2'

2'

SCALE: 2" = 1'

1 1 2 '

SCALE: 3" = 1'

1'

1'

0 3'

1" PL.

1'-1 4"

8"

1'-3"

1'-8"

9"

4"

DRILL 12 HOLES 11

16" FOR

5 8" BOLT EQUALLY SPACED

ON 22" BOLT CENTER

1'-21 8" 2'-63

8"

1' -1

2"

8" PL.

1'-29 32"

1' -8

1'-3 32"

1' -3

R51

4" TYP.

4"

4"

4"

4" 21

4" 8" 51 4"

7"

1' -1

1"

4"

4" PL.

SYMETRICAL

EXCEPT PIPE

AND PLUG HOLE

3' -9

1'-51 4"

1' -8

2"

3' -9

3' -8

2"

1'-33 4"

2"

R6"

8"

1'-3"

2"

R6"

4" PL.

MACHINE CUT TO FIT

ASTM A53 1 1 2" XS PIPE

SEE NOTE 2

4"

4"

R6"

4" 31 8"

1' -1

4"

2"

1'-1 4"

1' -1

4"

1" PL

1" PL

5"

4" 11

4"

R1" 5"

10"

NOTES:

1. SEE DWG 6W412-1 FOR GENERAL NOTES

2. FOR PAINTING INSTRUCTIONS SEE DRAWING 64W12-2.

3. PIPE HOLE WILL BE CUT AS NECESSARY TO INSERT PIPE

AND PREVENT MOVEMENT.

EDGES WILL BE GRINDED SMOOTH.

4. DIMENSIONS OF TANK STIFFENERS SHALL BE REVISED BY

THE CONTRACTOR AS NEEDED TO FIT INSIDE OF THE TANK SHELL.

SUBMIT SHOP DRAWINGS FOR APPROVAL.

R51

4"(TYP.)

STOP BRACKET

MARK 64W412-5-3 CAST STEEL

MAKE 2 SCALE: 3" = 1'

SIDE UHMW GUIDES

MARK 64W412-5-6 UHMW

MAKE 8 SCALE: 3" = 1'

FRONT AND BACK UHMW GUIDES

MARK 64W412-5-7 UHMW

MAKE 8 SCALE: 3" = 1'

FRONT AND BACK SLIDER MOUNTS

MARK 64W412-5-1 ASTM A572 GRADE 50

MAKE 8 SCALE: 6"=1'

SIDE RAIL SLIDER MOUNNTS

MARK 64W412-5-2 ASTM A572 GRADE 50

MAKE 8 SCALE: 6"=1'

PIN FOR STOP BRACKET

MARK 64W412-5-5 ASTM A668 CL. J

MAKE 2 SCALE: 6"=1'

STOP HOOK

MARK 64W412-5-4 CAST STEEL

MAKE 2 SCALE: 3" = 1'

2 3 4 5 6 7 8 9 10 11 12

TASK COMPLETED BY: REV NO.

PLOT FACTOR: 1

W_TVA

C.A.D. DRAWING

DO NOT ALTER MANUALLY

DISCIPLINE

INTERFACE

A

B

C

D

E

F

G

H

1 2 3 4 5 6 7 8

A

B

C

D

E

F

REV

NO.

DATE DSGN DRWN CHKD SUPV RVWD APPD ISSD PROJ.

ID

AS

CONST

REV

CD

SCALE:

RECIEVED BY: APPROVED BY:

DATE

CHICKAMAUGA PROJECT

TENNESSEE VALLEY AUTHORITY

FOSSIL AND HYDRO ENGINEERING

FLOATING MOORING BITT

LAND SIDE, DETAILS - SHEET 4

AS NOTED

LOCK

EXCEPT AS NOTED

ISSUED BY:

SUBMITTED BY:

APPROVED BY:

CHIEF, CIVIL DESIGN BRANCH

CHIEF, ENGINEERING CONSTRUCTION BRANCH

MICHAEL F. ZOCCOLA P.E.

JAMES R. WADDLE P.E.

DESIGNED BY:

DRAWN BY:

CHECKED BY:

MAR 2016 M 64W412-5

64W412-5 M

INITIAL ISSUE

R0 MAR 2016 BJC

BJC

BJC

BJC

LCT

LCT

INVENTOR R 0

R 0CLRN

NOT INCLUDED

IN CONTRACT

1 2 3'

2'

SCALE: 2" = 1'

1 1 3 '

SCALE: 6" = 1'

1'

1'1 3 '

0 3'

8"

R21 2"

4"

2"

4"

8"

8"

1' -4

2"

2"

2"

3"

1"

8"

8"

4"

1"

1.505"

2"11

2" 3"

2"

2"

2"

2"

1' -0

6"

6"

1' -0

2"

3"

2"

3"

3"

2"

3"21 2"

6"

8"

2"

R1 8"

34°2 1 4"

2"

2"

2"

1' -0

2"

2"

8" X 45° CHAMFER

NOTES:

1. SEE DWG 64W412-1 FOR GENERAL NOTES.

2. FOR PAINTING INSTRUCTIONS SEE DRAWING 64W12-2.

3. UHMW PLASTIC GUIDE INSTALLATION SHALL BE DONE

BY THE CONTRACTOR. TOP OF (ALLEN) BOLT HEADS SHALL BE COUNT

ER SUNK 3 4" BELOW GUIDE SURFACE. SUBMIT UHMW PRODUCT

DATA FOR APPROVAL.

4. 5 8" x 21

2" LG CAP SCREWS SHALL BE PROVIDED BY THE CONTRACTOR.

5. RECOMMENDED UHMW PLASTIC CUTS ARE SHOWN HERE.

UHMW GUIDES WILL INITIALLY BE 3" THICK FOR THE SIDE RAIL

MOUNTS AND 3 3 8" THICK EVERYWHERE ELSE. FIELD MODIFICATIONS

WILL BE NECESSARY DUE TO SHIFTED CONCRETE FOR PLACEMENT OF

THE FMB AT THE PROJECT.

6. STOP HOOK, STOP BRACKET, AND STOP PIN WILL BE

ORIGINAL AT PROJECT SITE.

7. FRONT AND BACK SLIDER MOUNTS WILL BE FREE

OF WELDS ON THE BOTTOM. THIS WILL ALLOW FOR A FLUSH FITTING

WITH THE TOP AND BOTTOM PLATES. THE BOTTOM OF THE

MOUNTS WILL BE WELDED TO THE TOP AND BOTTOM PLATES.

8"

8 THRU

7"

8"

4"

4"

2"

2"

R1"

R21 8"

DRILL FOR 1 4" COTTER

FURNISH 1 4" X 2 1 2" BRASS COTTER

DRILL & TAP 5 8" X 2 1 2" LG

CAP SCREW (NOTE 4) WITH

MIN. 1 3 4" THREADS

(DO NOT DRILL THROUGH)1

2"

4"

8"

2" 51

2"

4"

3"23 4"

DRILL & TAP 5 8" X 2 1 2" LG

CAP SCREW (NOTE 3) WITH

MIN. 1 3 4" THREADS

(DO NOT DRILL THROUGH)

2"

2"2 3 4"

2"

3/8 3/8

(TYP.)

4"

8"

8"

2"

53°±

1'-1"

3"

3 1 2"

4"

1" 6"

NO WELD NEEDED ON BOTTOM

SEE NOTE 7

4"±

4"

4"

6"

2"3"

GENERAL OVERVIEW

SCALE: 1.2" = 1'

FRAME VIEW

SCALE: 1.2" = 1'

COMPONENT VIEW

SCALE: 1 1 2" = 1'

2 3 4 5 6 7 8 9 10 11 12

TASK COMPLETED BY: REV NO.

PLOT FACTOR: 1

W_TVA

C.A.D. DRAWING

DO NOT ALTER MANUALLY

DISCIPLINE

INTERFACE

A

B

C

D

E

F

G

H

1 2 3 4 5 6 7 8

A

B

C

D

E

F

REV

NO.

DATE DSGN DRWN CHKD SUPV RVWD APPD ISSD PROJ.

ID

AS

CONST

REV

CD

SCALE:

RECIEVED BY: APPROVED BY:

DATE

CHICKAMAUGA PROJECT

TENNESSEE VALLEY AUTHORITY

FOSSIL AND HYDRO ENGINEERING

FLOATING MOORING BITT

LAND SIDE, DETAILS - SHEET 5

AS NOTED

LOCK

EXCEPT AS NOTED

ISSUED BY:

SUBMITTED BY:

APPROVED BY:

CHIEF, CIVIL DESIGN BRANCH

CHIEF, ENGINEERING CONSTRUCTION BRANCH

MICHAEL F. ZOCCOLA P.E.

JAMES R. WADDLE P.E.

DESIGNED BY:

DRAWN BY:

CHECKED BY:

MAR 2016 M 64W412-6

64W412-6 M

INITIAL ISSUE

R0 MAR 2016 BJC

BJC

BJC

BJC

LCT

LCT

INVENTOR R 0

R 0CLRN

BILL OF MATERIALS

DESCRIPTIONITEM

3/16" RUBBER GASKET1

5/8" X 2 1/2" LG CAP

SCREW

SIDE UHMW GUIDES3

FRONT & BACK UHMW

GUIDES

5/8" Hex Nut5 Square Head Plug6

MANHOLE COVER7

5/8 "Hex Bolt - UNC (Regular Thread - Inch)

SCALE: 1 1 2 " = 1'

SCALE: 1.2" = 1'

1' 2' 3'

0 1' 2' 3'

NOTES:

1. SEE DWG 64W412-1

2. 3-D REPRESENTATION IS FOR CONFIGURATION ONLY.

DIMENSIONS AND SIZES SHOULD USE

DRAWINGS 64W412-1 THRU 64W412-5.

3. BILL OF MATERIALS IS FOR INFORMATION ONLY.