W912P518T0069_Plans_Certified_Final_Documents_-_RTA_-_14_SEP_2018.pdf

MK-1MK-2

MK-3 MK-4

MK-8

MK-6MK-5

MK-7

MK-EG9

MK-EG10

GRATING

RECESS

BULKHEAD

GRATING

RECESS

BULKHEAD

GRATING

RECESS

BULKHEAD

GRATING

RECESS

BULKHEAD

GRATING

GATE RECESS

EMERGENCY

GRATING

GATE RECESS

EMERGENCY

GRATING

RECESS

BULKHEAD

GRATING

RECESS

BULKHEAD

GRATING

RECESS

BULKHEAD

GRATING

RECESS

BULKHEAD

GRATING

RECESS

MOORING BITT

GRATING

RECESS

MOORING BITT

GRATING

RECESS

MOORING BITT

GRATING

RECESS

MOORING BITT

GRATING

RECESS

MOORING BITT

MK-23

GRATING

RECESS

TOW HAULAGE

GRATING

RECESS

MOORING BITT

MK-10 THRU MK22.

SEE GRATING SCHEDULE MARKS

(13) PLACES TOTAL.

AND (6) PLACES AT LAND WALL.

TYPICAL (7) PLACES AT RIVER WALL,

MOORING BITT RECESS GRATING.

N

D

2 3

C

4 5

A

B

®of Engineers

US Army Corps

Nashville District

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R44 R43 R42 R41

R45R46

L25 L24

L23 L22 L21

L20

R28

L7

R27 R26 R25

R24

L3

L6 L5

L4

FLOW

FLOW

NTS

NTS

Q9-37/1A

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A

AS

T

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S T

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PLAN AT LOWER GATE BAY

PLAN AT UPPER GATE BAY

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G b a n d i

N ik a b o u

OPEN

VALVE PIT

OPEN

VALVE PIT

OPEN

RECESS

MACHINERY

OPEN

RECESS

MACHINERY

OPEN

VALVE PIT

OPEN

VALVE PIT

OPEN

RECESS

MACHINERY

OPEN

RECESS

MACHINERY

RIVER WALL

LAND WALL

RIVER WALL

LAND WALL

A U

G U

S T

V a n e s s a C

B a te m a n P .E

P .G

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/2

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Q -3

7̂

A .d g n

W P -1

-T -0

S T

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A

F L

O A

T I

N G

M O

O R I

B I

T T

R36

R35 R34

NTS

PLAN AT TOW HAULAGE

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S T

A

D D

E R

D

U M

S T

A

A

S T

A

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N G

T H

WIDTH

LENGTH

W I

D T

H

Q9-37/1C

SEE DETAIL ON SHEET

LIFTING POINT (TYP.)

LENGTH

W I

D T

H

D

2 3

C

4 5

A

B

®of Engineers

US Army Corps

Nashville District

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/2

GRATING

G R

A T I

N G

FLOW

(SEE SCHEDULE)

S

S C

H E

D U

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(SEE SCHEDULE)

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H E

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Q9-37/1B

A

A

B B

FLOW

SLOT RECESS GRATING

TYPICAL PLAN AT BULKHEAD

SLOT RECESS GRATING

C U

M B

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N D R

IV

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A S

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G b a n d i

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B

AA

(Q9-37/1C)

(Q9-37/1C)

(Q9-37/1C)

(Q9-37/1C)

A U

G U

S T

V a n e s s a C

B a te m a n P .E

P .G

J D

B

/2

/2

Q -3

7̂

B .d g n

W P -1

-T -0

G R

A T I

N G

(SEE SCHEDULE)

S

H E

D U

L E

FLOW

SLOT RECESS GRATING

B

B

AA (Q9-37/1C)

(Q9-37/1C)

(MK-1 THRU MK-8)

(MK-10 THRU MK-22)

(MK-EG9, MK-EG10 & MK-23)

POINTS.

6. GRATING LOCATED AT MOORING BITTS DOES NOT REQUIRE LIFTING

PERPENDICULAR TO THE LENGTH OF ALL OPENINGS.

5. GRATING BEARING BARS TO RUN PARALLEL TO THE WIDTH, AND

TO INSIDE FACE OF SUPPORT PLATE.

4. ALL RECESS DIMENSIONS ARE FROM INSIDE FACE OF SUPPORT PLATE

3. ALL GRATING TO BE HOT-DIP GALVANIZED PER SPECIFICATIONS.

2. ALL INTERIOR GRATING JOINTS ARE ‚".

1. ALL GRATING MATERIAL TO BE GRADE ASTM A36, TYPICAL.

NOTES:

TYPICAL PLAN AT MOORING BITT

TYPICAL PLAN AT EMERGENCY GATE & HAULAGE UNIT

H3ECCGN9

Typewritten Text

H3ECCGN9

Typewritten Text

H3ECCGN9

Typewritten Text

H3ECCGN9

Rectangle

H3ECCGN9

Rectangle

H3ECCGN9

Rectangle

OR APPROVED EQUAL

G-277 SHOULDER EYE BOLT

NUT TO ACCEPT 1" CROSBY

SEE NOTE 3

SHOULDERED EYE BOLT

EMBEDDED SUPPORT FRAME

1„"} HOLE

(TYP.)

‚" BANDING

12"

EMBEDDED SUPPORT FRAME

TO CLEAR 8"x8"P

NOTCH AND BAND GRATING

GRATING

GRATING

P •"x8"x8"

P •"x8"x8"

P ‚"x7"

1„"} HOLE IN •" P's

P •"x8"x8"

V A

R I

E S

V A

R I

E S

V A

R I

E S

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2 3

C

4 5

A

B

®of Engineers

US Army Corps

Nashville District

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IDENTIFICATION

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TYP.

L

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TYP.

TYP.

C C

C U

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A S

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K Y A

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Q9-37/1C

SCALE: NTS

SECTION A-A

SCALE: NTS

SECTION B-B

SCALE: NTS

SECTION C-C

SCALE: NTS

(Q9-37/1B)

(Q9-37/1B)

TYPICAL GRATING PLAN

DETAIL AT LIFTING POINT

L

A U

G U

S T

V a n e s s a C

B a te m a n P .E

P .G

J D

B W

P -1

-T -0

Q -3

7̂

C .d g n

/2

/2

S

A T I

H E

D U

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S

A T I

H E

D U

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S

A T I

H E

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AT LEAST •INCH, AND NOT TO EXCEED 1 INCH.

5. SPACE BETWEEN GRATING PANELS AND SUPPORT PLATE SHALL BE

SUPPLIED FOR EACH LIFTING POINT.

BLOCK DESIGN FOR APPROVAL. A SINGLE BLOCK SHALL BE

WITH WELDS. THE CONTRACTOR SHALL SUBMIT PROPOSED

SHALL NOT POND WATER. BLOCKS SHALL NOT INTERFERE

THE BLOCKS SHALL BE EASILY REMOVED BY HAND. BLOCKS

BLOCKS SHALL BE FLUSH WITH THE TOP OF THE GRATING.

SUPPORTING WHEEL LOADS FROM A LARGE FORKLIFT. THE

WHEN IN SERVICE. THE BLOCKS SHALL BE CAPABLE OF

'BLOCKS' FOR THE 8"X8" GAP IN THE GRATING

4. CONTRACTOR SHALL SUPPLY GALVANIZED STEEL FILLER

MAKES FIRM CONTACT WITH PLATE.

BOLT FULLY ENGAGES NUT AND SHOULDER OF EYE BOLT

SHALL ENSURE THREAD LENGTH IS SUFFICIENT SUCH THAT

SHOULDERED EYE BOLTS OR APPROVED EQUAL. CONTRACTOR

3. CONTRACTOR SHALL SUPPLY (12) 1"} CROSBY G-277

ALL FABRICATION AND WELDING IS COMPLETE.

2. ALL GRATING PANELS SHALL BE HOT DIP GALVANIZED AFTER

BE SHOP ASSEMBLED TO GRATING PRIOR TO SHIPPING.

ON THIS SHEET. LIFING PLATES AND NUTS SHOULD

8"x8" LIFTING PLATE AS SHOWN IN SECTION C-C

1. GRATING SHALL BE NOTCHED AND BANDED AROUND TOP

NOTES: