W912P5-18-T-0007_Cheatham_Lock_Grating_FOLIO_(01252017).pdf

PDF 484 KB Posted Mar 9, 2018

Attached to: Heavy Duty Gratings to Cheatham Lock and Dam, Ashland City, TN
Solicitation number: W912P5-18-T-0007
Issued by: Department of the Army Corps of Engineers Engineering District Nashville

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W912P5-18-T-0007 Cheatham Lock Grating FOLIO

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Other files

File	Type	Posted
Solicitation_Amendment_03.pdf	PDF	Apr 13, 2018
Q12-37^1.6B.1.pdf	PDF	Apr 6, 2018
Solicitation_Amendment_02.pdf	PDF	Apr 6, 2018
Solicitation_Amendment.pdf	PDF	Mar 26, 2018
W912P5-18-T-0007_Cheatham_Lock_Grating_Tech_Specs.pdf	PDF	Mar 9, 2018
W912P5-18-T-0007_Cheatham_Lock_Grating.pdf	PDF	Mar 9, 2018

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US Army Corps of Engineers

Nashville District

W912P5-18-T-0007

Plans For Lock Grating

Cheatham Lock & Dam Project

Cheatham Lock

Cumberland River Watershed

Ashland City, Tennessee

Submitted:

(2.) The approval signatures appearing in the signature block on this sheet constitute approval of all drawings listed in the sheet index.

designations of individuals appear on these project documents within the scope of their employment as required by ER 1110-1-8152.

(1.) This project was designed by the Nashville District of the U.S. Army Corps of Engineers. The initials or signatures and registration

Note:

Project Engineer

Approval Recommended:

GRATING SCHEDULE AND DETAILSQ12-37/1.6B

GRATING AND SUPPORT DETAILSQ12-37/1.6A

LOWER GATE WALKWAYQ12-37/1.6

DRAWING INDEX

Jonathan D. Bartusiak P.E.

Vanessa C. Bateman P.E., P.G.

Chief, Civil Design Branch

Samuel C. Morgan P.E.

Chief, Civil /Structural Section

December 2017

RTA

MK-1

MK-14

L-34

L-31

L-40

R-24 R-18 R-15

S T

L-30 L-29 L-28 L-27 L-26

UPPER LAND WALL

L-25

R-9

R-10R-12R-13R-14

L56 L55 L54

LOWER LAND WALL

UPPER RIVER WALL

S T

L O

W E

G A

P I

N T

L E

S T

R-35

R-26

S T

L-51

S T

L-42

PLAN-LOWER END OF LOCK

FOR GATE ANCHORAGE RECESS GRATING.

GRATING IN HATCH AT STA. 0+90.5 A AND SUPPORT MK.37/2-10

S T

G A

N T

L E

S T

CURRENT

S T

PLAN-UPPER END OF LOCK

LOWER LAND WALL

R-37R-38

L53

CURRENT

OMPUTER

IDED

RAFTING

A D

ESIGN &

12345

Drawn By:

Date:

Drawing

Number

U.S. ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

NASHVILLE, TENNESSEE

Checked By:

US Army Corps of Engineers Nashville District

Record Drawing as constructed dated

Approved By:

CHIEF, ENGINEERING DIVISION

ENGINEER

Scale:

POWERHOUSE

CUMBERLAND RIVER

1 4JAN.50 ADDED GRATING FOR FLOATING MOORING BIT AT STA. 6+97.0B,

2 5JUNE50 ADDED TWO RG44 AT STA. 0+83.0B

3 8-22-57 REVISED AS CONSTRUCTED

12-10-85 REVISED TO SHOW UPDATED AS-CONSTRUCTED STATUS

CMC NBJ

NAMJR

JMS

JMS NAM

CHEATHAM LOCK AND DAM

LOWER GATE WALKWAY

MODIFICATION RECESS GRATING

PLAN

CHIEF, DESIGN BRANCH

„"=1'-0"

2 EA.ƒ" X 16" ANCHOR BOLTS

18"

45°

REV. DATE DESCRIPTION BY

R-40

C L

R-39

DETAIL "A"

NTS

CHKD

5 12-20-94 REVISED AS CONSTRUCTED TRWL

6 14JUL17 MLG

Q12-37/1.6

MLG

OPEN

MK-16

MK-15

MK-14

MK-1

MK-14

MK-1

MK-14

M K

MK-12

MK-13

MK-12 M

M K

MK-12

MK-13

MK-12

MK-14

MK-1

MK-14

MK-15

MK-14

M K

MK-13

MK-12

MK-13

MK-12

MK-4R

MK-5R

M K

MK-14

MK-1

MK-14

MK-1

MK-14

MK-15 MK-15

MK-15

MK-14

MK-1

MK-14

MK-1

MK-14

MK-22

MK-2

MK-22

MK-24

MK-25

M K

MK-12

MK-13

MK-12

MK-4L

M K

MK-17R

MK-18R

MK-19

MK-19 MK-19

MK-19

MK-21R

MK-20R

MK-5L

MK-17L

MK-18L

MK-19

MK-20L

MK-21L

REVISED TO REPLACE SPECIFIC GRATING SECTIONS

MK-6

JCT

JONATHAN BARTUSIAK P.E.

VANESSA C. BATEMAN P.G.,P.E.

MK-26

L2"x2"x‚" (TYP)

SUPPORTS (TYP)

2 @ L2"x2"x‚"

UPSTREAM VIEW FRAME FOR GRATING

(EXISTING TO REMAIN)

MK-15

M K

DECEMBER 2017

BENJAMIN L. ROHRBACH P.E.

JCT

‚" = 1'-0"

12345

Graphic Scale

Drawn By:

Date:

Drawing

Number

U.S. ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

NASHVILLE, TENNESSEE

Checked By:

US Army Corps of Engineers Nashville District

Record Drawing as constructed dated

Approved By:

ENGINEER

Scale:

REV. DESCRIPTION DATE APPROVED

REVISIONS

CHIEF, ENGR. CONST. DIVISION

P l o t i m e

P l

D a t e

F i l e

N m e

T im e

D a t e

F il e

CHIEF, CIVIL DESIGN BRANCH

SCALE: ‚" = 1'-0"

12" 0 5'

Q12-37/1.6A

CUMBERLAND RIVER

GRATING AND SUPPORT DETAILS

GRATING AT LOWER MITER GATE

NOTES:

MK-

MLG KENTUCKY AND TENNESSEE

CHEATHAM LOCK AND DAM

LOCK

F L

O W

MK-

MK-17

MK-19

MK-20

MK-19

MK-18

MK-19

MK-21

6'- 11"

6'-11"

SCALE: •" = 1'-0"

SCALE: 1" = 1'-0"

SECTION A-A

{ PINTLE

VARIES

CHKR PLATE

EXISTING …"

RAMP PROFILE)

TO MATCH PLATE

(BEARING BARS CUT

4" BAR GRATING

VANESSA C. BATEMAN P.G.,P.E.

JONATHAN BARTUSIAK P.E.

JCT

LOWER MITER GATE WALKWAY

SYMMETRICAL

AT CL

PLACEMENT TO

MATCH OPPOSITE

SUPPORT ANGLE

TYP.

SCALE: •" = 1'-0"

EXISTING L3x3x•

SCALE: 1" = 1'-0"

SECTION B-B

SCALE: •" = 1'-0"

PLAN AT LOCK {

REPLACE EXISTING

L3x2xŠ KICKER WITH NEW L3•x3 •x… DIAGONAL

ANGLE SUPPORTS

TO MITER GATE

ADD NEW L3•x3•x…

DIAGONAL ANGLE

SUPPORTS TO MITER

GATE

NEW L4x4x•

NEW L4x3•x•

DETAIL A

DETAIL B

DETAIL A

(GRATING PANELS NOT SHOWN FOR CLARITY)

TOP OF LOCK WALL

DETAIL B

(GRATING PANELS NOT SHOWN FOR CLARITY)

(BELOW)

GIRDER FLANGE

ANGLE

PERIMETER

WALKWAY

EXISTING

ANGLE

PERIMETER

WALKWAY

EXISTING

2. ALL NEW STEEL MEMBERS TO BE HOT DIP GALVANIZED.

AND BIDDING PURPOSES ONLY.

THESE CONTRACT DOCUMENTS ARE TO BE USED FOR ESTIMATING

GRATING/PLATE FABRICATION DRAWINGS. DIMENSIONS SHOWN ON

THESE FIELD DIMENSIONS SHALL SERVE AS THE BASIS FOR THE

2. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS.

INSIDE FACE OF ANGLE.

1. ALL DIMENSIONS ARE FROM THE INSIDE FACE OF ANGLE TO

DECEMBER 2017

SCALE: …" = 1'-0"

12" 0 2' 4' 6'

…" = 1'-0"

12345

Graphic Scale

Drawn By:

Date:

Drawing

Number

U.S. ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

NASHVILLE, TENNESSEE

Checked By:

US Army Corps of Engineers Nashville District

Record Drawing as constructed dated

Approved By:

ENGINEER

Scale:

REV. DESCRIPTION DATE APPROVED

REVISIONS

CHIEF, ENGR. CONST. DIVISION

P l i m e

P l

D t e

F i l e

N m e

T im e

D a t e

F il e

CHIEF, CIVIL DESIGN BRANCH

CUMBERLAND RIVER

KENTUCKY AND TENNESSEE

DETAIL 4

N.T.S.

DETAIL 8

N.T.S.

DETAIL 12

BEARING SECTION

TYPICAL NEW GRATING

NEW GRATING SECTION WHERE

EXISTING CONCRETE IS REMOVED

NEW GRATING SECTION AT

NON-BEARING SIDE

TYPICAL GRATING LAYOUT

GRATING MARK SCHEDULE

L = LENGTH W = WIDTH

L = LENGTH

D T

EXISTING

CONCRETE

EXISTING

CONCRETE

EXISTING

CONCRETE

CUT OFF ANY

EXISTING EMBEDDED

METALS

1s" y" y"

1s"

INSIDE FACE OF EXISTING

ANGLE (TYP.)

EXISTING L2x2xr

TO REMAIN

EXISTING L2x2xr

TO REMAIN

EXISTING L2x2xr

TO REMAIN

CHIP OUT EXISTING

CONCRETE TO ACCEPT

NEW GRATING

NEW GRATING, SEE SCHEDULE

THIS SHEET

NEW GRATING, SEE SCHEDULE

THIS SHEET

NEW GRATING, SEE SCHEDULE

THIS SHEET

NIC

MLG

CHEATHAM LOCK AND DAM

LOCK

6'-9„"

7'-1„"

6'-2ƒ"

2' -6

2'-6• "R

5" 4'-9„"

5'-2„"

4'-2ƒ"

1'-9‡"

BAR ‚x2

‚x2

BAR

SCALE: ƒ" = 1'-0"

TYPE

(EST. LB)

UNIT WEIGHT

(SF)

UNIT AREA

(SF)

TOTAL AREA

MK-1 34.5 41048 W-22-4

(EST. LB)

TOTAL WEIGHT

REQ'D

NO.

SIZE

BRG. BAR

4• x ‚ 4'-3‚" 2'-0" 14145

30.8 2'-0"3'-3‚"4 x ‚W-22-49MK-2

27.13• x ‚W-22-42MK-3

27.13• x ‚W-22-42MK-4

27.13• x ‚W-22-42MK-5

27.1

3'-5ƒ"

3• x ‚W-22-42MK-6

30.8 2'-0"

3'-5ƒ"

4 x ‚W-22-420MK-7

30.8

4'-9‚"

4 x ‚W-22-44MK-8

38.2 1'-5ƒ"

4'-9‚"

5 x ‚W-22-48MK-9

38.2 2'-0"

4'-9‚"

5 x ‚W-22-468

38.2 1'-3†"

3'-3‚"

5 x ‚W-22-44

30.8

3'-3‚"

4 x ‚W-22-48

30.8 2'-0"

4'-3‚"

4 x ‚W-22-412

34.5 1'-1Š"

4'-4‚"

4• x ‚W-22-416

34.5 2'-9ƒ"

2'-6‚"

4• x ‚W-22-410

27.1 1'-6‚"3• x ‚W-22-42

30.84 x ‚W-22-42

30.85 x ‚W-22-432

30.84 x ‚W-22-42

30.8 3'-3‚"4 x ‚W-22-42

38.2 1'-4•"4'-9‚"5 x ‚W-22-44

30.8 3'-3"3'-3‚"4 x ‚W-22-41

30.8 0'-9"3'-3‚"4 x ‚W-22-41

MK-10

MK-11

MK-12

MK-13

MK-14

MK-15

MK-16

MK-17

MK-18

MK-19

MK-20

MK-21

MK-22

MK-23

MK-24

MK-25

SEE DETAIL

2'-9"

SEE DETAIL

1'-10…"

SEE DETAIL

6'-11‚"

SEE DETAIL

1'-11…"

Q12-37/1.6B

W-22-41MK-26 10 10

MK-5

2‚ x … 26.2 1"-9‚" 5'-3„"

76276

327 11 327

100226251

196 13 392

614307

359 719

19315627604

170 341

247124

104 8 208

4225122422

163 76 2615

241879201

188 49 1503

94925237

364 649 24785

215756270

187 24 748

4286139214

301150

510 1021

732366

201 59 1813

3'-11"

SCALE: ƒ" = 1'-0"

MK-21R

1'-9"

1' -2

3'-11‚"

2' -3

2'-7"

SCALE: ƒ" = 1'-0"

MK-20R

3'-4"

SCALE: ƒ" = 1'-0"

MK-18R

2'-11•"

SCALE: ƒ" = 1'-0"

MK-17R

1'-0"

2'-11ƒ"

GRATING SCHEDULE

AND DETAILS

JCT

JONATHAN BARTUSIAK P.E.

VANESSA C. BATEMAN P.G.,P.E.

MK-4R

(MK-4L OPPOSITE HAND)

MK-3R

(MK-3L OPPOSITE HAND)

NOTES:

(MK-17L OPPOSITE HAND) (MK-18L OPPOSITE HAND)

(MK-20L OPPOSITE HAND) (MK-21L OPPOSITE HAND)

(LB/SF)

EST. WEIGHT

(6" MIN. EMBEDMENT)

AT 1'-0" O.C.

EXP. ANCHORS

NEW P 1x4 x CONT.WITH

NEW CONT. r"

BENT P

(6" MIN. EMBEDMENT)

AT 1'-0" O.C.

EXP. ANCHORS

NEW P 1x4 x CONT.WITH

250 250

BE SUPPLIED BY THE GOVERNMENT.

5. EXPANSION ANCHORS SHOWN ARE NOT IN CONTRACT AND WILL

ESTIMATING AND BIDDING PURPOSES ONLY.

ON THESE CONTRACT DOCUMENTS ARE TO BE USED FOR

GRATING/PLATE FABRICATION DRAWINGS. DIMENSIONS SHOWN

THESE FIELD DIMENSIONS SHALL SERVE AS THE BASIS FOR THE

4. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS.

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

2. ALL INTERIOR GRATING JOINTS ARE ‚".

1. GRATING IS MADE OF ASTM A36 (TYP.).

1'-10" 1'-6"

DECEMBER 2017

CHE-LK-Grating-Cvr

q12-37^1.6

Q12-37^1.6A

Q12-37^1.6B

	2017-12-20T10:02:19-0600
BARTUSIAK.JONATHAN.DANIEL.1234015547

	2017-12-20T11:18:34-0600
HENDERSON.BRITT.EUGENE.1252329656

	2017-12-20T14:30:03-0600
MORGAN.SAMUEL.C.1257726319

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