Amendment 0001_w_drawings_SAM_08-27-25.pdf

W912P825R0031

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

The subject solicitation for Calcasieu River Saltw ater Barrier Sector Gate Replacement Fabrication, Calcasieu Parish, Louisiana (ED 23-018) is hereby amended as follow s:

1) Please reference attached continuation pages.

2) Re-open the opportunity for potential Offerors to submit questions related to the contents w ithin this amendment only. The deadline for the submission of questions is 11:00am local time, Thursday, August 28, 2025.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 14

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 27-Aug-2025

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street , County, State and Zip Code) X W912P825R0031

X 9B. DATED (SEE ITEM 11)

15-Aug-2025

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

27-Aug-2025

CODE

CONTRACTING DIV- CHIEF

7400 LEAKE AVENUE, ROOM 172

NEW ORLEANS LA 70118-3651

W912P8 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE

The following have been added by full text:

AMENDMENT 0001

SECTION C2

Page 30, paragraph 2.4.8. Add the fifth bullet point in its entirety: “e.

Height of concrete gate bay.”

SECTION C3

Page 12, paragraph 3.3.8. Delete the last sentence of the first paragraph in its entirety and substitute the following therefore:

“The Contractor shall maintain an approved inspection system and perform required inspections in accordance with the Contract Clause entitled “INSPECTION OF

SUPPLIES-FIXED-PRICE” (FAR 52.246-2).”

Page 13, paragraph 3.3.8.e. Delete the last sentence of the paragraph in its entirety and substitute the following therefore:

“The expense for removal and testing of the coupons, repair of cut members and the performance of nondestructive examination of repairs shall be assigned to the Government or the Contractor in accordance with the Contract Clause entitled

“INSPECTION OF SUPPLIES-FIXED-PRICE” (FAR 52.246-2).”

Page 17, paragraph 3.4.5.1.e. Delete the last sentence of the paragraph in its entirety and substitute the following therefore:

“The expense for removal and testing of the coupons, repair of cut members and the performance of nondestructive examination of repairs shall be assigned to the Government or the Contractor in accordance with the Contract Clause entitled

“INSPECTION OF SUPPLIES-FIXED-PRICE” (FAR 52.246-2).”

Page 19, paragraph 3.5.5.1.e. Delete the last sentence of the paragraph in its entirety and substitute the following therefore:

“The expense for removal and testing of the coupons, repair of cut members and the performance of nondestructive examination of repairs shall be assigned to the Government or the Contractor in accordance with the Contract Clause entitled

"INSPECTION OF SUPPLIES- FIXED-PRICE" (FAR 52.246-2).”

SECTION C8

Page 5, paragraph 1.4.1. Delete the last two sentences of the paragraph in its entirety and substitute the following therefore:

“Within the terms of the Contract Clause in section 00700, they are considered to be "shop drawings.” Any reference to Government approval by the Contracting Officer (CO) includes the approving authority of the CO or the Contracting Officer's representative

(COR).”

Page 6, paragraph 1.7. Delete the fifth sentence of the paragraph in its entirety and substitute the following therefore:

“Submittals shall be made in the respective number of copies and to the respective Area Office address listed in Section 00100, INSTRUCTIONS TO BIDDERS, entitled SITE

VISIT (FAR 52.237-1).”

SECTION C9

Page 4, paragraph 3.1. Delete the first sentence of the paragraph in its entirety and substitute the following therefore:

“Prepare for approval a Project Schedule, as specified herein.”

Page 17, paragraph 3.9.2. Delete the first sentence of the paragraph in its entirety and substitute the following therefore:

“Failure to perform work and maintain progress in accordance with the supplemental recovery plan may result in an interim and final unsatisfactory performance rating and may result in corrective action directed by the CO pursuant to FAR 52.249-8 Default (Fixed-Price Supply and Service), and other contract provisions.”

Page 17, paragraph 3.9.3. Delete the sentence in its entirety and substitute the following therefore:

“Should the CO find it necessary, submit a recovery schedule.”

Page 17, paragraph 3.11. Delete the second and third sentence of this paragraph in its entirety and substitute the following therefore:

“This data is considered to be additional supporting data in a form and detail required by the CO pursuant to FAR 52.232-1 PAYMENTS. The receipt of a proper payment request pursuant to FAR 52.232-25 PROMPT PAYMENT is contingent upon the Government receiving both acceptable and approvable hard copies and matching electronic export from QCS of the application for progress payment.”

SECTION C11

Page 2, paragraph 1.3. Delete the last sentence of this section in its entirety and substitute the following therefore:

“The Contractor must be prepared to transition from the Resident Management System (RMS) to the new Construction Management Platform (CMP) at any time during the period of performance of this contract, once the USACE enterprise implements this change. The Contractor's obligation to transition from RMS to the CMP system is a requirement of this contract. Therefore, additional time or cost increase to complete this transition will not be considered. In the event of the transition, RMS project information will be migrated to CMP by the government and available in the CMP system. After the transition, the Contractor must utilize the CMP system to perform all contract administration functions previously required in RMS, including all areas listed above. After the transition, “RMS” and “CMP” will be synonymous for all “Resident Management System” and “RMS” references in this contract’s specification. To facilitate the transition from RMS to CMP, online training for the CMP system will be made available to the Contractor with enough time to train staff, prior to the transition occurring.”

Page 3, paragraph 1.3.2. Delete the second sentence of this paragraph in its entirety and substitute the following therefore:

“Particular attention is directed to Contract Clause, (FAR 52.232-25) "PROMPT PAYMENT”, Contract Clause, (FAR 52.232-1) "PAYMENTS"; Section C8 - SUBMITTAL PROCEDURES; and Section E INSPECTION AND ACCEPTANCE.”

DRAWINGS

SHEET IDENTIFICATION Nos. MY501, MY502, MY503, MY505, MY506, MY508, MY509, MY510, and MY511. Delete these drawings in their entirety and substitute the attached revised drawings SHEET IDENTIFICATION Nos. MY501, MY502, MY503, MY505, MY506, MY508, MY509, MY510, and MY511 therefore.

SECTION I - CONTRACT CLAUSES

The following have been added by reference:

52.237-1 Site Visit APR 1984

(End of Summary of Changes)

PINTLE ASSEMBLY PLAN

SCALE: 3/4" = 1'-0"

PINTLE ASSEMBLY ISOMETRIC

SCALE: 1 1/2" = 1'-0"

SECTION A-A

SCALE: 3/4" = 1'-0"

VIEW B-B

SCALE: 3/4" = 1'-0"

SECTION B-B

SCALE: 3/4" = 1'-0"

A A

B B

B

B

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S

IZ

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

F

IL

E N

O

A D

D E

D P

A R

T S

/2

H

M Y

.d w g

C A

L /A

P D

L J R

J M

P /H

P

L K

D

'A R

M O

N D

P

.E

S E

C T

IO

N

A N

D I

S O

M E

T R

IC

P L

A N

E

L E

V A

T

IO

N

P

IN

T L

E B

A S

E A

S S

E M

B L Y

MY501

K S tr u c \C a lc a s ie u S a lt W a te r B a rr ie r\

C a lc a s ie u S a lt W a te r B a rr ie r

R e v it \R

E F

E R

E N

C E

F

IL

E S

\I n v e n to r\ H

M Y

-5

.d w g

A E

C

N C

S

M O

N O

.C T

B B

E

D S

S D

US Army Corps of Engineers

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R

N E

W O

R L

E A

N S

D

IS

T R

IC

N E

W O

R L

E A

N S

L O

U

IS

IA

N

A

L

E A

K E

A V

E

W

P

-X

J U

L Y

F

IL

E N

O

F

IL

E N

A M

E

D

W

P

-2

-R

-0

C A

L C

A S

IE

U

R

IV

E R

A N

D P

A S

S

C A

L C

A S

IE

U

R

IV

E R

S A

L T

W A

T E

R B

A R

R E

R

S E

C T

O R

G A

T E

R E

P L

A C

E M

E N

T F

A B

R

IC

A T

IO

N

C A

L C

A S

IE

U

P A

R

IS

H

L A

R E

A D

Y F

O R

A D

V E

R T

IS

E

M E

N T

PINTLE BASE

NOT IN CONTRACT

PINTLE BASE

NOT IN CONTRACT

PINTLE HOUSING

MK 504

PINTLE HOUSING

MK505

PINTLE BUSHING

MK503-A, MK503-D

X S

P

IP

E

PINTLE HOUSING

MK-505

PINTLE BASE

NOT IN CONTRACT

PINTLE BALL

MK502-1

CJP

CJP (T&B)

CJP

(FCM)

(FCM)

(FCM)

CJP

CJP

(FCM)

(FCM)

H -4

-2

CJP (T&B)

(FCM)

CJP (T&B)

(FCM)

CJP (T&B)

(FCM)

SPLIT GUARD RING

MK502-C

RETAINER RING

MY502-B

FILLER RING

MY502-D

MY502-C

MY502-B

MY502-D

PINTLE

SCALE: 1 1/2" = 1'-0"

PINTLE ISOMETRIC

SCALE: 1 1/2" = 1'-0"

NORTH PINTLE

SECTION A-A

SCALE: 1 1/2" = 1'-0"

SOUTH PINTLE

SECTION A-A

SCALE: 1 1/2" = 1'-0"

RETAINER RING

SCALE: 1 1/2" = 1'-0"

SECTION B-B

SCALE: 1 1/2" = 1'-0"

RETAINER RING ISOMETRIC

SCALE: 1 1/2" = 1'-0"

SPLIT GUARD RING PLAN

SCALE: 1 1/2" = 1'-0"

VIEW B-B

SCALE: 1 1/2" = 1'-0"

SPLIT GUARD RING ISOMETRIC

SCALE: 1 1/2" = 1'-0"

DETAIL D

SCALE: 3" = 1'-0"

DETAIL C

SCALE: 3" = 1'-0"

FILLER RING PLAN

SCALE: 1 1/2" = 1'-0"

SECTION D-D

SCALE: 3" = 1'-0"

FILLER RING ISOMETRIC

SCALE: 1 1/2" = 1'-0"

A A

B B

D

C

B

B

D D

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S

IZ

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

A D

D E

D P

A

/2

M Y

.d w g

C A

L /A

P D

L J R

J M

P /H

P

L K

D

'A R

M O

N D

P

.E

M Y

-A

M

Y

-B

M Y

-C

A N

D M

Y

-D

S P

L

IT

G U

A R

D R

IN

G

P

L A

N S

S

E C

T

IO

N S

A N

D I

S O

M E

T R

IC

S

P

IN

T L

E B

A L

L

R E

T A

IN

E

R R

IN

G

F

IL

L

E R

R

IN

G A

N D

MY502

S tr u c \C a lc a s ie u S a lt W a te r B a rr ie r\

C a lc a s ie u S a lt W a te r B a rr ie r

R e v it \R

E F

E R

E N

C E

F

IL

E S

\I n v e n to r\ H

M Y

-5

.d w g

A E

C

N C

S

M O

N O

.C T

B B

E

D S

S D

US Army Corps of Engineers

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

W O

R L

E A

N S

D

IS

T R

IC

N E

W O

R L

E A

N S

L O

U

IS

IA

N

A

L

E A

K E

A V

E

W

P

-X

J U

L Y

F

IL

E N

O

F

IL

E N

A M

E

D

W

P

-2

-R

-0

C A

L C

A S

IE

U

R

IV

E R

A N

D P

A S

S

C A

L C

A S

IE

U

R

IV

E R

S A

L T

W A

T E

R B

A R

R E

R

S E

C T

O R

G A

T E

R E

P L

A C

E M

E N

T F

A B

R

IC

A T

IO

N

C A

L C

A S

IE

U

P A

R

IS

H

L A

R E

A D

Y F

O R

A D

V E

R T

IS

E

M E

N T

NOTES

1. ALL NON-PAINTED SURFACES SHALL HAVE A 63 MICROINCH FINISH

UNLESS OTHERWISE NOTED.

2. ALL UNITS SHOWN SHALL BE ±0.064" UNLESS OTHERWISE NOTED.

CORROSION RESISTING STEEL

n9.998" n9.993

.7

.1

R2"

.1

.125"

.5

.2

R8"

.7

MK-502-A

125°

.5

.5

KEY WAY

.5"

MACHINE AND POLISH FIT AND

FINISH PER ANTIFRICTION LINER

MANUFACTURER

DRILL AND TAP 1" - 8 UNC 2 - 1"

DEEP FOR CROSBY EYEBOLT

S=279 STOCK NO. 9900253

(NIC) OR APPROVED EQUAL

H -4

-2

QUANTITY: 2

122.5°

.5

.5

.5"

KEY WAY

1"n HOLE n9.875" n10.5" n11.5" n .5

60°

.2

.5

.6

.5"

.313" n13"

ASTM B22 CAST BRONZE ALLOY C93700

125 TYPICAL ALL

SURFACES

n14.5" n

15.5"

ASTM B22 CAST BRONZE ALLOY C93700

.7

" .7

.625" .625"

9/16"Ø HOLE FOR

3/8" DIA CRS BOLTS,

NUTS AND LOCK

WASHERS

.7

.3

.3

.2

.6

.6

ASTM B22 CAST BRONZE ALLOY C93700

.2

.2

.5"

.25"

MY502-B

MY502-C

MY502-D

PINTLE BUSHING WITH FRESHWATER LINE PLAN

PINTLE BUSHING WITH FRESHWATER LINE

SCALE: 1 1/2" = 1'-0"

PINTLE BUSHING MY503-D ISOMETRIC

SCALE:1 1/2" = 1'-0"

PINTLE BALL PIN ELEVATION

SCALE: 1 1/2" = 1'-0"

PINTLE BALL PIN ELEVATION

SCALE: 1 1/2" = 1'-0"

PINTLE BALL PIN ISOMETRIC

SCALE: 1 1/2" = 1'-0"

KEY BOLT

SCALE: 1 1/2" = 1'-0"

SECTION A-A

SCALE: 1 1/2" = 1'-0"

SECTION B-B

SCALE: 1 1/2" = 1'-0"

SECTION C-C

SCALE: 1 1/2" = 1'-0"

PINTLE BUSHING WITHOUT FRESHWATER LINE

SCALE: 1 1/2" = 1'-0"

PINTLE BUSHING WITHOUT FRESHWATER LINE

SCALE: 1 1/2" = 1'-0"

PINTEL BUSHING

SCALE: 1 1/2" = 1'-0"

PINTLE BUSHING MY503-A ISOMETRIC

SCALE: 1 1/2" = 1'-0"

SECTION D-D

SCALE: 1 1/2" = 1'-0"

A A

B

B

C

C

A A

D D

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S

IZ

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

A D

D E

D S

E C

T

IO

D

/2

M Y

.d w g

C A

L /A

P D

L J R

J M

P /H

P

L K

D

'A R

M O

N D

P

.E

M Y

-A

M

Y

-B

M

Y

-C A

N D

M Y

-D

P L

A N

S E

L E

V A

T

IO

N S

S

E C

T

IO

N S

A N

D I

S O

M E

T R

IC

S

P

IN

T L

E B

U S

H

IN

G

B A

L L

P

IN

A N

D K

E Y

B O

L

MY503

S tr u c \C a lc a s ie u S a lt W a te r B a rr ie r\

C a lc a s ie u S a lt W a te r B a rr ie r

R e v it \R

E F

E R

E N

C E

F

IL

E S

\I n v e n to r\ H

M Y

-5

.d w g

A E

C

N C

S

M O

N O

.C T

B B

E

D S

S D

US Army Corps of Engineers

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

W O

R L

E A

N S

D

IS

T R

IC

N E

W O

R L

E A

N S

L O

U

IS

IA

N

A

L

E A

K E

A V

E

W

P

-X

J U

L Y

F

IL

E N

O

F

IL

E N

A M

E

D

W

P

-2

-R

-0

C A

L C

A S

IE

U

R

IV

E R

A N

D P

A S

S

C A

L C

A S

IE

U

R

IV

E R

S A

L T

W A

T E

R B

A R

R E

R

S E

C T

O R

G A

T E

R E

P L

A C

E M

E N

T F

A B

R

IC

A T

IO

N

C A

L C

A S

IE

U

P A

R

IS

H

L A

R E

A D

Y F

O R

A D

V E

R T

IS

E

M E

N T

NOTES

1. SURFACES FINISH SHALL AS RECOMMENDED BY THE LINER

MANUFACTURER.

R8.998"

.2

.6

.6

.6

7.977" 7.987"

8.998" 8.998"

3.988" 3.988"

ANTIFRICTION LINER IN ACCORDANCE WITH

SPECIFICATION SECTION C5, FACTORY

BONDED BY LINER MANUFACTURE. BEARING

WILL OPERATE SUBMERGED. MANUFACTURE

SHALL PROVIDE NECESSARY BEARING

CLEARANCE FOR USE WITH PINTLE BALL

R8.000"

.2

H -4

-2

1.000"

.0

1.000"

MK-503-B

MATERIAL: ASTM A276

TYPE, 420, BHM 350-400

QUANTITY: 4

R.500"

.0

1" HEAVY HEX

SEMI-FINISHED

NUT W/WASHER

(TYP)

1"n BAR GROUND

AND POLISHED

SHAFTING

T H

R E

A D

S T

H R

E A

D S

1" DIA KEY BOLT

GROOVE

MK-503-C

MATERIAL: ASTM A193, GRADE

B8M, CLASS 2

QUANTITY: 4

.5

30°

R3.988"

.5

DRILL AND TAP 1/2" n

FRESHWATER RETURN

LINE PLUG WITH S.S.

SOCKET (SUPPLY LINE

OPPOSITE BUSHING)

DRILL AND TAP 1/2" n

FRESHWATER RETURN

LINE PLUG WITH S.S.

SOCKET

30°

3.5 24"

.875" HOLE

DRILL THRU 0.75" CBORE

EXTERIOR 1.375"Øx2.3125"

DEEP, 4 PLACES FOR ALLEN

HEAD SCREW

ANTIFRICTION LINER IN ACCORDANCE WITH

SPECIFICATION SECTION C5, FACTORY

BONDED BY LINER MANUFACTURE. BEARING

WILL OPERATE SUBMERGED. MANUFACTURE

SHALL PROVIDE NECESSARY BEARING

CLEARANCE FOR USE WITH PINTLE BALL

.7

.8

.0

.6

8.998" 8.998"

7.977"

3.988" 3.988"

.6

.6

.2

R8.000"

17.996" 17.994"

5.000" 3.000" 5.000"3.000"

R8.998"

R3.988"

R.500"

R1.500"

R1.500"

MK-503-D

CORROSION RESISTING STEEL

QUANITITY: 2

MK503-A, MK503-D

CORROSION RESISTING STEEL

QUANTITY : 2

.2

.2

.5

17.996" 17.994"

0.266"n THUR

0.5625"n x82~

RIGHT SIDE OF HALF:

DRILL THRU 0.75" CBORE EXTERIOR 1.375"Øx2.3125"

DEEP, 4 PLACES FOR ALLEN HEAD SCREW

LEFT SIDE OF HALF:

DRILL AND TAP 0.6875"Øx1.625" DEEP, 2 PLACES

(SHOWN ON HALF FOR CLARITY)

MK-503-A

CORROSION RESISTING STEEL

QUANITITY: 2

DRILL AND TAP 0.6875"Ø

x1.625" DEEP, 4 PLACES

(SHOWN ON HALF FOR CLARITY)

DRILL 0.25"Øx1" DEEP, 4 PLACE FOR SS DOWEL

PIN (SHOW ON HALF FOR

CLARITY)

DRILL 0.25"Øx1" DEEP, 4 PLACE FOR SS DOWEL

PIN (SHOW ON HALF FOR

CLARITY)

DRILL 0.25"Øx1" DEEP, 4 PLACE FOR SS DOWEL

PIN (SHOW ON HALF FOR

CLARITY)

MK503-A MK503-A

30°

30°

R6.500"

R5.750"

R7.250"

.1

.1

.1

3/8-16 UNC - 2B x .750" (TYP)

.6

.3 n.375 x 1.000"

(TYP)

NOTE:

FOR DIMENSIONS NOT SHOWN

SEE MY503-D

PINTLE HOUSING PLAN

SECTION A-A

SCALE: 1 1/2" = 1'-0"

SECTION B-B

SCALE: 1 1/2" = 1'-0"

SECTION C-C

SCALE: 1 1/2" = 1'-0"

A

A

B B

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S

IZ

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

A D

D E

D H

O L

/2

M Y

.d w g

C A

L /A

P D

L J R

J M

P /H

P

L K

D

'A R

M O

N D

P

.E

M K

-5

P L

A N

S

E C

T

IO

N S

A N

D I S

O M

E T

R

IC

P

IN

T L

E H

O U

S

IN

G

MY505

S tr u c \C a lc a s ie u S a lt W a te r B a rr ie r\

C a lc a s ie u S a lt W a te r B a rr ie r

R e v it \R

E F

E R

E N

C E

F

IL

E S

\I n v e n to r\ H

M Y

-5

.d w g

A E

C

N C

S

M O

N O

.C T

B B

E

D S

S D

US Army Corps of Engineers

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

W O

R L

E A

N S

D

IS

T R

IC

N E

W O

R L

E A

N S

L O

U

IS

IA

N

A

L

E A

K E

A V

E

W

P

-X

J U

L Y

F

IL

E N

O

F

IL

E N

A M

E

D

W

P

-2

-R

-0

C A

L C

A S

IE

U

R

IV

E R

A N

D P

A S

S

C A

L C

A S

IE

U

R

IV

E R

S A

L T

W A

T E

R B

A R

R E

R

S E

C T

O R

G A

T E

R E

P L

A C

E M

E N

T F

A B

R

IC

A T

IO

N

C A

L C

A S

IE

U

P A

R

IS

H

L A

R E

A D

Y F

O R

A D

V E

R T

IS

E

M E

N T

H -4

-2

9.003"1.997" 9.003" 1.997"

1" DIA KEY BOLT CAULKED BENEATH

WASHERS (BOTH ENDS) TO MAKE

WATERTIGHT AT KEY BOLT (TO BE

DONE BY OTHERS)

.1

GROOVE FOR

1" KEY BOLT

(TYP)

1 1/2" RAD. COUNTER BORE

(TYP)

R2" n1" GROOVE FOR

KEY BOLT (TYP)

.5

.5

60°

PINTLE HOUSING

KEY BOLT

PINTLE BUSHING

PINTLE

.5

HINGE ASSEMBLY

HINGE ISOMETRIC

SCALE: 1 1/2" = 1'-0"

SECTION A-A

SCALE: 1 1/2" = 1'-0"

A

A

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S

IZ

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

R E

M O

V E

D P

A D

E

/2

M Y

.d w g

C A

L /A

P D

L J R

J M

P /H

P

L K

D

'A R

M O

N D

P

.E

IS

O

M E

T R

IC

P L A

N

S E

C T

IO

N

A N

D

H

IN

G E

A S

S E

M B

L

MY506

S tr u c \C a lc a s ie u S a lt W a te r B a rr ie r\

C a lc a s ie u S a lt W a te r B a rr ie r

R e v it \R

E F

E R

E N

C E

F

IL

E S

\I n v e n to r\ H

M Y

-5

.d w g

A E

C

N C

S

M O

N O

.C T

B B

E

D S

S D

US Army Corps of Engineers

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

W O

R L

E A

N S

D

IS

T R

IC

N E

W O

R L

E A

N S

L O

U

IS

IA

N

A

L

E A

K E

A V

E

W

P

-X

J U

L Y

F

IL

E N

O

F

IL

E N

A M

E

D

W

P

-2

-R

-0

G U

L F

I N

T R

A C

O A

S T

A L

W A

T E

R W

A Y

C A

L C

A S

IE

U

R

IV

E R

S A

L T

W A

T E

R B

A R

R E

R

S E

C T

O R

G A

T E

R E

P L A

C E

M E

N T

C A

L C

A S

IE

U

P A

R

IS

H

L A

R E

A D

Y F

O R

A D

V E

R T

IS

E

M E

N T

HINGE

MK-507

HINGE ALIGNMENT PLATE

NOT IN CONTRACT

W 8x58

W8x58

X S

P

IP

E

W 8x40

TOP HINGE PLATE

(SEE DWG SC502)

(FCM)

HINGE ALIGNMENT PLATE

NOT IN CONTRACT

HINGE

MK507

PL 1"

HINGE BALL

MK506

TOP PLATE

(SEE DWG SC502)

W x

HINGE COUPLING

MK510

EL 14'-6 3/8"

HINGE SPLIT BUSHING

MK509-C

H -4

-2

KEEPER PLATE MK509-D

KEEPER PLATE MK-509-D

HINGE BALL

SCALE: 3" = 1'-0"

SECTION B-B

SCALE 1 / 2

HINGE BALL ISOMETRIC

SCALE: 3" = 1'-0"

B

B

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S

IZ

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

A D

D E

D H

O

/2

M Y

.d w g

C A

L /A

P D

L J R

J M

P /H

P

L K

D

'A R

M O

N D

P

.E

M K

P L

A N

S

E C

T

IO

N A

N D

I S

O M

E T

R

IC

H

IN

B

A L

MY508

S tr u c \C a lc a s ie u S a lt W a te r B a rr ie r\

C a lc a s ie u S a lt W a te r B a rr ie r

R e v it \R

E F

E R

E N

C E

F

IL

E S

\I n v e n to r\ H

M Y

-5

.d w g

A E

C

N C

S

M O

N O

.C T

B B

E

D S

S D

US Army Corps of Engineers

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

W O

R L

E A

N S

D

IS

T R

IC

N E

W O

R L

E A

N S

L O

U

IS

IA

N

A

L

E A

K E

A V

E

W

P

-X

J U

L Y

F

IL

E N

O

F

IL

E N

A M

E

D

W

P

-2

-R

-0

C A

L C

A S

IE

U

R

IV

E R

A N

D P

A S

S

C A

L C

A S

IE

U

R

IV

E R

S A

L T

W A

T E

R B

A R

R E

R

S E

C T

O R

G A

T E

R E

P L

A C

E M

E N

T F

A B

R

IC

A T

IO

N

C A

L C

A S

IE

U

P A

R

IS

H

L A

R E

A D

Y F

O R

A D

V E

R T

IS

E

M E

N T

NOTES

1. ALL NON-PAINTED SURFACES SHALL HAVE A 63 MICROINCH FINISH

UNLESS OTHERWISE NOTED.

2. ALL UNITS SHOWN SHALL BE ±0.064" UNLESS OTHERWISE NOTED.

3.000"

.0

.5

.5

1/2"x1" KEY WAY

(TYP)

MK508

MATERIAL: STAINLESS STEEL

ASTM A705, TYPE 630

CONDITION H1150

QUANTITY: 2

H -4

-2

120°"

R.250"

R.500"

1.000"

.0

12.492" 12.489"

5.000" 5.002"

.0

1/4-20 UNC - 2B x .875"

.500" .500"

HINGE PIN

SCALE: 3/4" = 1'-0"

SECTION A-A

SCALE: 1 1/2" = 1'-0"

HINGE PIN

SCALE: 1 1/2" = 1'-0"

HINGE BALL KEY

SCALE: 1 1/2" = 1'-0"

HINGE BALL KEY ELEVATION

SCALE: 1 1/2" = 1'-0"

HINGE BALL KEY

SCALE: 1 1/2" = 1'-0"

SECTION A-A

SCALE: 1 1/2" = 1'-0"

HINGE SPLIT BUSHING

SCALE: 1 1/2" = 1'-0"

ELEVATION - MY509-C

SCALE: 1 1/2" = 1'-0"

HINGE SPLIT BUSHING ISOMETRIC

SCALE: 1 1/2" = 1'-0"

SECTION B-B

SCALE: 1 1/2" = 1'-0"

KEEPER PLATE

SCALE: 1 1/2" = 1'-0"

KEEPER PLATE SIDE

SCALE: 1 1/2" = 1'-0"

KEEPER PLATE ISOMETRIC

SCALE: 1 1/2" = 1'-0"

ELEVATION - MY509-D

SCALE: 1 1/2" = 1'-0"

A A

A A

B B

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S

IZ

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

A D

D E

D B

O L

T A

N D

D O

W E

L H

O L

/2

M Y

.d w g

C A

L /A

P D

L J R

J M

P /H

P

L K

D

'A R

M O

N D

P

.E

M K

-5

-A

M

K -5

-B

M K

-5

-C A

N D

M K

-5

-D

P L

A N

S

S E

C T

IO

N

A N

D I

S O

M E

T R

IC

IN

G E

P

IN

H

IN

G

E S

P L

IT

B

U S

H

IN

G A

N D

H

IN

G E

B A

L L

K E

MY509

S tr u c \C a lc a s ie u S a lt W a te r B a rr ie r\

C a lc a s ie u S a lt W a te r B a rr ie r

R e v it \R

E F

E R

E N

C E

F

IL

E S

\I n v e n to r\

H

M

Y -5 d w g

A E

C

N C

S

M O

N O

.C T

B B

E

D S

S D

US Army Corps of Engineers

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

W O

R L

E A

N S

D

IS

T R

IC

N E

W O

R L

E A

N S

L O

U

IS

IA

N

A

L

E A

K E

A V

E

W

P

-X

J U

L Y

F

IL

E N

O

F

IL

E N

A M

E

D

W

P

-2

-R

-0

C A

L C

A S

IE

U

R

IV

E R

A N

D P

A S

S

C A

L C

A S

IE

U

R

IV

E R

S A

L T

W A

T E

R B

A R

R E

R

S E

C T

O R

G A

T E

R E

P L

A C

E M

E N

T F

A B

R

IC

A T

IO

N

C A

L C

A S

IE

U

P A

R

IS

H

L A

R E

A D

Y F

O R

A D

V E

R T

IS

E

M E

N T

NOTES

1. ALL NON-PAINTED SURFACES SHALL HAVE A 63 MICROINCH FINISH

UNLESS OTHERWISE NOTED.

2. ALL UNITS SHOWN SHALL BE ±0.064" UNLESS OTHERWISE NOTED.

R3.500"

R3.250"

2.500"

1.250" 1.250"

.2

.7

.0

.7

.2

.250"

DRILL AND TAP 1 1/2"n-7NC-2, 3" DEEP FOR EYE BOLT

(TYP EA END)

1" SQUARE SIDE

FIT ONLY

MATERIAL: ASTM A276

TYPE 420, BHN 350-400

QUANTITY: 4

MK509-B

MK509-A

DRILL AND TAP 1 1/2"n-7NC-2

3" DEEP FOR EYE BOLT

n4.997"

4.997"n

MATERIAL: CORROSION RESISTANT STEEL

(ASTM A705, TYPE 630, CONDITION H1150)

QUANTITY: 2

1/4" CHAMFER

KEY WAY

.2

.125"

7.063" 7.063"

.0

MK509-C SHOWN

MY509-D SIMILAR

MATERIAL: ASTM B22 C93700

QUANTITY: 2 EA

.0

.7

.7

45°

(TYP)

22.5°

(TYP)

R5.449"

R10.000"

DRILL 1/4"n HOLE

FOR GREASE

PATHWAY, PLUG

WITH S.S. SOCKET

.0

5.02°

(TYP)

17°

(TYP)

3/16"n GREASE

FEEDER GROOVES

n15.497"

Ø15.500"

R.250"

3/16"n GREASE

FEEDER GROOVES

H -4

-2

R2.499"

.0

.5

.5

120°

.500"

.5 n12.500" n12.503"

R.500"

.0

1.000"

1.000"

.0

2.500"

1.250" 1.250" .750"

MK509-D

MATERIAL: ASTM A709

QUANTITY: 2

(4) - 23/32" DIA HOLE DRILL AND CONUTERSINK FOR

3/4" DIA x 2" UNS C87300 HEX HEAD CAP SCREWS

.5

(T Y

P

DRILL 1 1/16" DIA

HOLE (TYP)

.0 n.375 x 1.000" n.266" THRU w n.563" X 82°

.0

.0

9/16-12 UNC - 2B x 1.125" 1/2-13 UNC - 2B x 1.000" NOTE:

FOR DIMENSION NOT SHOWN

SEE SECTION A-A

HINGE COUPLING

SECTION A-A

SCALE: 1 1/2" = 1'-0"

HINGE COUPLING ISOMETRIC

SCALE: 1 1/2" = 1'-0"

SECTION B-B

SCALE: 3" = 1'-0"

SECTION C-C

SCALE: 1 1/2" = 3'-0"

A A

B

B

C

C

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S

IZ

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

R E

M O

V E

D T

H E

P A

D E

/2

H

-4 -2

H

M Y

.d w g

C A

L /A

P D

L J R

J M

P /H

P

L K

D

'A R

M O

N D

P

.E

M K

P L

A N

S

E C

T

IO

N A

N D

I S

O M

E T

R

IC

H

IN

G E

C O

U P

L

IN

MY510

C

U S

E R

S \P

U B

L

IC

\D O

C U

M E

N T

S \A

U T

O D

E S

K \I N

V E

N T

O R

\T

E M

P L

A T

E S

\E N

-U S

\E N

G L

IS

H

\U S

A C

E M

V N

N O

L A

.D W

G

A E

C

N C

S

M O

N O

.C T

B B

E

D S

S D

US Army Corps of Engineers

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

W O

R L

E A

N S

D

IS

T R

IC

N E

W O

R L

E A

N S

L O

U

IS

IA

N

A

L

E A

K E

A V

E

W

P

-X

J U

L Y

F

IL

E N

O

F

IL

E N

A M

E

D

W

P

-2

-R

-0

C A

L C

A S

IE

U

R

IV

E R

A N

D P

A S

S

C A

L C

A S

IE

U

R

IV

E R

S A

L T

W A

T E

R B

A R

R E

R

S E

C T

O R

G A

T E

R E

P L

A C

E M

E N

T F

A B

R

IC

A T

IO

N

C A

L C

A S

IE

U

P A

R

IS

H

L A

R E

A D

Y F

O R

A D

V E

R T

IS

E

M E

N T

MK510

ASTM A148/A148M,

GRADE 80-50

QUANTITY: 2

n10.250"

R6.625"

.0

.5

.5

R1.000"

R1.000"

.0

.5

.5

51.664°

30.000"

17.930" 7.346"

20.776"

1 4

5 8

3 4

3 8

3 8

.3

.6

.2

5.738"

1.

0"

R.750"

13.225"

1.500"

.0

.5

.0

1/2" n DRAIN

HOLE

PL 1/2"

3/16

DIFFERENCE BETWEEN PITCHLINE

OF DRIVE GEAR AND RACK SHALL BE

SET AS FOLLOWS

Y = 0.003848 (140-T) INCHES

WHERE T = TEMP. OF UPPER

GATE FRAME IN DEGREES FAHRENHEIT DRIVE GEAR

PITCHLINE

GATE RACK PITCHLINE

SHALL BE ±0.03 OF TRUE

NOTE:

DRIVE TEETH AND RACK TEETH

SURFACES SHALL BE SET PARALLEL

TO WITHIN 0.003" OVER 4" GEAR WIDTH

Y

D11

C1

P

IT

C H

R A

D

IU

S

R

' - 0

/1

S K

IN

P

L A

T E

R

' - 7

/4

C L G

A P

7 RACK SECTIONS AT 62.832" = 439.822" = 59.966' (MEASURE ON PITCH LINE)

C L

G A P

MEASURED O

N

PITCH LIN

E C

L C

H A

N N

E L T

R U

S S

C L

R E

C E

S S

T R

U S

S

J15

3.383°

S K

IN

P

L A

T E

R A

D

IU

S

R

' - 7

/4

MAINTAIN UNIFORM TOOTH

PITCH ACROSS GAP

20 TEETH MIN. AGMA QUALITY NO. 9

DIAMETRAL PITCH = 1

20° FULL DEPTH INVOLUTE 5/8"x4"x11" RACK BRACKET, 6

PER RACK SECTION, 2 THRU

BOLT HOLES PER RACK

SECTION, SEE RACKET

BRACKET DETAIL, D15, THIS

SHEET (TYP)

RACK PLATE 3/4"x10 1/2"

LENGTH OF GEAR RACK

STEEL BAND 5/8"x12"

ALONG SKIN PLATE

(MILLED TO 1/2" MIN.

IN FIELD BY OTHERS)

P

IT

C H

L

IN

E R

A D

IU

S

R

' - 0

/ 1

62.832" (MEASURED ON PITCH LINE)

1.571"

(MEASURED ALONG PITCH LINE)

19 SP AT 3.1416" = 59.690"

1.571"

3.142"

5 EQ SP = 48.832"

7.000" 7.000"

1/8" GAP

1/16" TYP

1/16" TYP

6.221"

1.508" 3.142" 1.571"

1/8" GAP

1/16" TYP

1/16" TYP

CL GAP

NOTE: MAINTAIN UNIFORM

TOOTH SPACING ACROSS

GAP

PITCH LINE

TOP FRAMING PLAN

14' - 6 3/8"

RACK PLATE 3/4"x

10 1/2" LENGTH OF

GEAR

CUSTOM WASHER: 2" SQ x 0.31" THK

WITH 1.06" DIA. CENTER HOLE, GALV

100 REQ'D

TYPE 1 (GALV)

BOLT LENGTH TO PROVIDE

1 1/4" OF EXPOSED THREAD

PASS NUT

CUT INTERCOSTALS WHERE

REQ'D FOR RACK ANCHORS

SEE NOTE 5.2 ON G-003

.5

2.500"

RACK BRACKET 5/8" THK

STEEL BAND 5/8"x12"x LENGTH

OF SKIN PLATE (MILL TO 1/2"

MIN. IN FIELD BY OTHERS)

PITCH LINE

4.344" R = 415.75

R = 420.016

NOTE: WHERE RACK BOLTS INTERFERE WITH INTERCOASTALS ON GATE

(ESTIMATED 7 LOATIONS) CUT INTERCOSTALS WITH NOT MORE THAN

1.015 INCHES ON CLEARANCE BETWEEN CUT EDGES AND RACK BOTS

D15

TOP FRAMING PLAN

14' - 6 3/8"

STEEL BAND PL 5/8"x

12" ALONG SKIN PLATE

(MILLED TO 1/2" MIN.

IN FIELD BY OTHERS)

BRACKET PL 5/8"

RACK PLATE 3/4"

ALONG GEAR RACK

1 1/16"x1 5/16" SLOTTED

HOLE IN RACK PLATE

BOLT AND WASHER NOT

SHOWN TO SHOW

ATTACHMENT BRACKET

DETAIL

.0

.0

D9

.5

.7

.7

TOP FRAMING PLAN

14' - 6 3/8"

.5

.5

.0

.0

.9

PITCH LINE

1/4

1/4

3.219"

4.219"

1.000"

0.750"2.469"

RACK PLATE

.0

.0

.0

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

F ile

P a th

P lo t D a te

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

K

S tr u c \C a lc a s ie u S a lt W a te r B a rr ie r\

C a lc a s ie u S a lt W a te r B a rr ie r

R e v it \C e n tr a l\ H

-4 -2

R

E V

IT

-S

W B

-M O

D E

L .r v t

/1

/2

:1

:1

A

M

MY511

G E

A R

R A

C K

P L A

N

S E

C T

IO

N

S A

N D

D E

T A

IL

S

C A

L C

A S

IE

U

R

IV

E R

A N

D P

A S

S N

E W

O R

L E

A N

S L O

U

IS

IA

N

A A

J C

L J R

L K

D

'A R

M O

N D

P

.E

C A

L

J U

L Y

W P

-2

-R

-0

W P

-X

H -4

-2

F

IL

E N

O

F

IL

E N

A M

E

R E

A D

Y F

O R

A D

V E

R T

IS

E

M E

N T

C A

L C

A S

IE

U

R

IV

E R

S A

L T

W A

T E

R B

A R

R

IE

R

C A

L C

A S

IE

U

P A

R

IS

H L A

H -4

-2 R

E V

IT

-S

W B

-M O

D E

L .R

V T

S E

C T

O R

G A

T E

R E

P L A

C E

M E

N T

F A

B R

IC

A

T

IO

N

SCALE: 1/2" = 1'-0"

J1

RACK ASSEMBLEY PLAN

NOTES

SCALE: 1 1/2" = 1'-0"

C1

RACK PLAN

0 0.25' 0.5' 1' 1.5'

0 1' 2' 4'

SCALE: 1 1/2" = 1'-0"

D11

GEAR END

0 0.25' 0.5' 1' 1.5'

0 0.125' 0.25' 0.5' 0.75'

0 0.125' 0.25' 0.5' 0.75'

1. SEE DRAWING G-003 FOR MACHANICAL NOTES

0 0.125' 0.25' 0.5' 0.75'

SCALE: 3" = 1'-0"

J15

GEAR RACK SECTION

SCALE: 3" = 1'-0"

D15

GEAR RACK ELEVATION

SCALE: 3" = 1'-0"

D9

GEAR SECTION

NTSA9

GEAR INSTALLATION

R

E V

'D H

O L

E S

P A

C

IN

G

/2