W912BV18R0058_0002_-_New_Gates_&_Bulkheads_-_CLIN_&_SOW_Changes.pdf

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 purpose of this Amendment, 0002, is to revise and update portions of this Solicitation to include a revision to the Pricing (CLIN) Schedule.

1. CONTRACT ID CODE PAGE OF PAGES

1 2

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

16C. DATE SIGNED

BY 14-May-2019

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 W912BV18R0058

X 9B. DATED (SEE ITEM 11)

18-Apr-2019

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

14-May-2019

CODE

CONTRACTING DIV

US ARMY CORPS OF ENGINEERS, TULSA DISTRICT

2488 E. 81ST STREET

TULSA OK 74137-4290

W912BV 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912BV18R0058

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SECTION 00 11 00 - SF 1442 AND CLIN SCHEDULE

SUMMARY OF CHANGES

(End of Summary of Changes) i

AMENDMENT 0002

W912BV18R0058

New Gates and Bulkheads RS Kerr Powerhouse, Oklahoma

1. The revised/new sections/appendices/pages l isted below are hereby added to or revised and made a part of the solicitation. Revised or added/deleted information can be located in the specifications by searching for an asterisk and amendment number (i.e., *AM2).

REVISED/NEW SECTIONS

00 11 00 PRICING (CLIN) SCHEDULE (Replaced in it's entirety) 05 50 10.00 26 STAINLESS STEEL ROLLER CHAIN ASSEMBLY (Changed Page 4 only) 05 59 13.01 26 FABRICATION OF HYDRAULIC STEEL STRUCTURES (Changes pages 6, 10 and 21) 09 97 02.13 26 PAINTING - HYDRAULIC STRUCTURES (Changes page 21 only)

2. Delete the following sections in their entirety:

DELETED SECTIONS

N/A

3. The revised drawings l isted below are hereby added to or revised and made a part of the solicitation.

REVISED APPENDIX A DRAWINGS

DRAWING S-501 INTAKE BULKHEAD DETAILS

DRAWING S-111 INTAKE GATE PLAN SECTION AND ELEVATIONS - LEAF A

DRAWING S-112 INTAKE GATE PLAN SECTION AND ELEVATIONS - LEAF B

DRAWING S-113 INTAKE GATE PLAN SECTION AND ELEVATIONS - LEAF C

DRAWING S-411 INTAKE GATE ENLARGED PLAN SECTIONS AND ELEVATIONS - LEAF A

DRAWING S-412 INTAKE GATE ENLARGED PLAN SECTIONS AND ELEVATIONS - LEAFS B & C

DRAWING S-522 DRAFT TUBE GATES BULKHEAD - DETAIL SHEET 2

-- END CONTINUATION SHEET --

*AM2 SECTION 00 11 00 REPLACED IN IT'S ENTIRETY AM2*

Section 00 11 00

PRICING (CLIN) SCHEDULE

------------------------------------------------BASE PROPOSAL---------------------------------------------

CLIN Estimated Unit

NO. Quantity Unit Price Amount_____

0001 Fabrication of Intake Bulkhead 1 Job XXX $___________

0002 Fabrication of Intake Gate 1 Job XXX $___________

0003 Fabrication of Draft Tube Bulkheads 1 Job XXX $___________

0004 Delivery of Intake Bulkhead 1 Job XXX $___________

0005 Delivery of Intake Gate 1 Job XXX $___________

0006 Delivery of Draft Tube Bulkheads 1 Job XXX $___________

0007 As-Built Drawings 1 Job XXX $15,000.00

0008 O&M Manuals 1 Job XXX $10,000.00

TOTAL AMOUNT BASE PROPOSAL

CLINS 0001-0008 Inclusive $___________

00 11 00 - 1

*AM2

SECTION 00 11 00

Pricing (CLIN) Schedule

PRICING SCHEDULE NOTES

1. The Offeror shall submit pricing data on the latest Pricing Schedule as published in the solicitation or the latest amendment thereto. In lieu of indicating additions / deductions to line items, all Offerors should state their revised prices for each item.

2. Offerors must insert a price on all numbered items (unless directed otherwise) of the

Pricing Schedule. Failure to do so will disqualify the Offer.

3. All quantities are estimated except where the unit is given as JOB.

4. If a modification to a proposal is submitted and provides for a lump sum adjustment to the total estimated cost, the application of the lump sum adjustment to each unit price and/or JOB price, in the Pricing Schedule must be stated or, if it is not stated, the Offeror agrees that the lump sum adjustment shall be applied on a prorated basis to every item in the Pricing Schedule.

5. All extensions of the unit prices shown (if applicable) will be subject to verification by the

Government. In case of variation between the unit price and the extension, the unit price will be considered to be the offer.

6. The Offeror shall propose total contract duration in number of calendar days after the Notice to Proceed (NTP) is received by the Contractor, whether via electronic means or hard copy, whichever is the earliest method of delivery. The total number of proposed calendar days for construction through completion, ready for turnover shall not exceed the days shown at, SCR:

52.211-10 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK. The proposed duration shall become the required contract duration. The Government may issue the

NTP via e-mail, or Facsimile (FAX), or by other means. Day number 1 is the day after the date of receipt of the NTP notification.

7. Description of work:

CLIN 0001 - Fabricate a new intake bulkhead assembly per plans and specifications. Plans are shown in Appendix A. Bulkhead delivery, installation and fitting is required at the RS Kerr

Hydropower plant.

CLIN 0002 - Fabricate a new intake gate assembly per plans and specifications. Plans are shown in Appendix A. Gate delivery, installation and fitting is required at the RS Kerr Hydropower plant.

CLIN 0003 - Fabricate 3 (three) new draft tube bulkheads, per plans and specifications. See design plans in Appendix A. Gate delivery, installation and fitting is required at the RS Kerr

Hydropower CLIN 0004 - Provide red-line and as-built drawings for approval by the

Government.

CLIN 0004 - Delivery of Intake Bulkhead

00 11 00 - 2

SECTION 00 11 00

Pricing (CLIN) Schedule

CLIN 0005 - Delivery of Intake Gate

CLIN 0006 - Delivery of Draft Tube Bulkheads

CLIN 0007 - As-Built Drawings. Provide red-line and as-built drawings for approval by the

Government.

CLIN 0008 - O&M Manuals. Provide an operation and maintenance data manual, including cut sheets of all components, recommended maintenance of each unit and proper storage of units when not in use. At the discretion of the Contracting Officer, this manual be provided in both hard copy and electronic formats.

8. AWARD: Only one contract will be awarded under this solicitation.

-- End of Section --

00 11 00 - 3

AM2*

RS Kerr Gates and Bulkeads 2018 material tests are approved. After heat treating and final machining, provide each roller and track plate free of scale and cracks, as determined by magnetic particle or dye penetrant inspection tests, and meeting the tolerances specified on the drawings. Perform 100% visual testing (VT) and 10% magnetic-particle testing (MT) for each heat lot. If any rejections are found in a heat lot, then perform 100% MT on the entire lot.

2.1.2 Gate Rollers

Provide gate rollers in accordance with to ASTM A564/A564M , UNS S17400 Condition H1150, Class C.

2.1.3 Track Plate

2.1.3.1 Downstream Track Plate

Provide downstream track plate in accordance with to ASTM A240/A240M , UNS S4100S41000 .

2.1.3.2 Upstream Track Plate

Provide upstream track plate in accordance with to ASTM A240/A240M , UNS S30403.

2.2 FASTENERS FOR BOLTED TRACK PLATES AND SIDE BARS

Provide bolting materials in accordance with to ASTM F593, UNS S30403.

2.3 GATE ROLLER LINKS AND PINS

2.3.1 Links

Provide links in accordance with ASTM A276, UNS S30400, Condition A, hot-finished or cold-finished, Class A.

2.3.2 Pins

Provide pins in accordance with ASTM A276, UNS S21800 (Nitronic 60), Condition A. Cold-finish or hot-roll and machined-finish to the tolerances specified on the drawings.

2.4 RETAINING RINGS

Provide retaining rings in accordance with ASTM A693, UNS S15700, Type 632 conforming to ASME B27.7 , basic external series type, similar to "Truarc" 5160-125H for a shaft diameter of 0.75-inch.

2.5 PASSIVATING STAINLESS STEEL

After final machining and heat treatment, clean and passivate each stainless steel part in accordance with ASTM A380. Submit passivating procedure for approval prior to passivating stainless steel parts.

2.6 HARDNESS CHECK TESTS

Test suitable 1/2-inch thick samples of the material from each heat to determine the hardness in both the solution-annealed and age-hardened conditions. Where the oven-batch heat-treating process is used, perform hardness check tests on material of each heat in each oven batch. Where a

SECTION 05 50 10.00 26 Page 4

*AM2

*AM2 SECTION 05 50 10.00 26 - CHANGED PAGE 4 ONLY AM2*

the welding procedure specifications (WPS) a minimum of 14 calendar days prior to the pre-fabrication conference. Discuss feasibility of all welds and detailing; clarity of weld symbols; methods needed to prevent distortion. Identify and be prepared to discuss complicated connections that may require prototyping for both welding and inspection. In addition, hold points/witness points are required to be established during the prefabrication conference.

1.7 QUALITY ASSURANCE

1.7.1 Quality Control Plan

Before the start of work, the fabricator is to supply a Quality Control Plan (QCP) to the CO and Engineer for approval. Ensure the QCP describes the methods, equipment, and procedures utilized to ensure quality control. The Engineer will use the AASHTO/NSBA, "Steel Bridge Fabrication QC/QA Guide Specification," as the basis for approving the QCP. The QCP will clearly address differences with these Specifications. These Specifications will govern between any discrepancies.

a. Submit a Material Tracking Log Template a minimum of 30 days prior to fabrication. Identify how all material will be tracked in the fabrication shop from receiving through complete assembly in the material tracking log template. Stamp each component with low-stress stamping to include the project number, part number, and additional required information to permit tracking of material. Assign trace number to each heat number. Include trace number for each piece on shop drawings bill of materials. Use material travelers to conform with the material tracking log and quality control plan. Provide structural material fabricated and assembled meeting the requirements of AASHTO/NSBA Steel Bridge Collaboration "Steel Bridge Fabrication Guide Specification" and AWS welding codes, except as modified in this document.

b. Submit Nonconformance Report Form Template a minimum of 30 days prior to the commencement of fabrication. Use the Nonconformance Report Template during fabrication to record and submit all Nonconformance's.

c. Submit for approval a Weld Tracking Log Template , a minimum of 30 days prior to commencement of fabrication, to identify all necessary components to be addressed in the tracking of all welds for the structures.

1.7.2 NDT Written Practice and NDT Equipment Calibration Records

Submit the NDT written practice including testing procedures for prototype complex geometries submitted a minimum of 30 days prior to commencement of fabrication. Establish in the written practice the minimum requirements for education, training, experience, examination and certification of personnel responsible for conducting nondestructive testing. It applies to all persons conducting nondestructive tests that are required to be certified to the provisions of ANSI/ASNT CP-189 . Additionally the methods of nondestructive testing are to be outlined and described in the written practice and explanation as to how they will be used in accordance with the applicable codes, standards and specifications. In addition to the written practice, submit NDT Equipment Calibration Records for all NDT equipment used by both the fabricator and any subcontractors performing NDE. NDT calibrations required on a basis less than bimonthly will be submitted with

SECTION 05 59 13.01 26 Page 6

*AM2

*AM2 SECTION 05 59 13.01 26 - CHANGES TO PAGES 6, 10 AND 21 AM2*

tolerances), Base Metal information, Shielding information, Preheat information, Type of operation, Position, Electrical Characteristics, Technique, PWHT, Joint Sketch including all code required essential variables, and labeling whether WPS is for FCM. Include filler metal data sheets with WPS and PQR. Submit all WPS with attached PQR and supporting test documentation on forms similar or equivalent to the sample forms in

AWS D1.5M/D1.5 .

1.9.3 WPS Documentation

All Government approved WPS are to receive a Government approval stamp and copies of the stamped WPS will be the only WPS allowed for use on this project. The Government approval stamp will include date approved, Contract number, project name, and initials of approver. Provide copies of approved WPS, including approval stamps, at all work stations where welding is occurring so that the welder, QC staff and Government QA staff have access to the WPS.

1.9.3 Government Witness of WPS Qualification

Notice will be provided a minimum of 30 calendar days in advance for Government witness of WPS qualification welding. Government witness of WPS qualification and subsequent destructive testing is required and will be coordinated with the engineer. If a welding procedure is to be qualified by testing, a Government representative will witness the test plate welding and subsequent mechanical testing. Provide a minimum of 30 calendar days notice in advance of Government witness of WPS qualification welding.

Approval of any procedure, however, will not relieve the Contractor of the responsibility for producing a finished structure meeting all requirements of these specifications.

1.10 SHOP DRAWINGS

a. Prior to performing any fabrication of HSS structures submit detailed shop drawings to the CO and Engineer of Record for approval.

Show complete details of materials, tolerances, connections, and proposed welding sequences on shop drawings. Include catalog cuts, templates, fabrication and assembly details, and type, grade, and class of materials, as appropriate on shop drawings. Utilize AWS A2.4 , AWS A3.0M/A3.0 , AISC 303 , AISC 325 , and AISC 326 for shop drawing preparation. Provide shop drawings to scale and readable on an 11x17 printed copy. Fabricator is required to provide an 11x17 printed copy of the approved set of fabrication drawings to the Government Quality Assurance Representative prior to the start of fabrication.

b. Identify on the shop drawings all Fracture Critical Members, including attachments that meet the FCM definition. Identify each member following the numbering scheme shown on the drawings.

c. Provide a table containing a list of all members and a reference to each material certificate and test report that applies to that member.

d. Identify on the shop drawings weld procedures and NDE required for each weld. Include any and all splices in the shop drawings and clouded for engineer approval. Do not include splices in the structure without approval of the Engineer of Record. Include in the tail of all welding symbols the corresponding WPS number for the joint being used.

e. Prepare all shop drawings. Elements of fabricated items

SECTION 05 59 13.01 26 Page 10

*AM2

or more bolt heads or nuts, apply the inspection torque to all bolts in the connection. Retorque and reinspect any bolt in which the head or nut turned. The Contractor may, however, retension all the bolts in the connection, following the submitted bolt tensioning sequence, and resubmit it for inspection, so long as bolts are not over tensioned or damaged by this action.

2.3.5.4 Verification of Bolted Connections

Ten percent (at least two) of the pretensioned bolts in each connection on the structure are to be selected at random in each connection. The job inspection torque established during pre-installation verification is then applied to each selected bolt with the inspecting wrench turned in the tightening direction. If this torque turns no bolt head or nut, the bolts in the connection are considered to be properly tensioned. However, if the torque turns one or more bolt heads or nuts, the job inspection torque is to then be applied to all bolts in the connection. Any bolt whose head or nut turns at this stage must be retorqued and reinspected. The Contractor may, however, retension all the bolts in the connection and resubmit it for inspection, so long as bolts are not over tensioned or damaged by this action. Record final inspection in the Bolt Inspection and Testing Log.

2.3.5.5 Fluoropolymer Coating

Coat all bolts (exluding anode fastners) for the intake bulkheads, intake gates, and draft tube bulkheads with a fluoropolymer (FPTE) coating as shown. Ensure the coating is compatible with temperatures ranging from -40 to 150 degrees fahrenheit. The coating is to meet the following requirements:

a. Kinetic Friction Coefficient: 0.06 to 0.08

b. Thickness: 0.001"

c. Adhesion: 5B per ASTM D3359-17

d. Tensile strength: 4,000 psi

A system which meets these requirements:

FluoroKote#1 Metal Coatings Corp 3700 Dunvale Rd Houston, TX 77063

2.3.6 Miscellaneous Provisions

a. Weldments. Portions of the structure include heavy weldments where locked in thermal stresses may make final dimensions unstable. The Contractor is required to sequence the work and thermally stress relieve subassemblies of heavy weldments such that final machining achieves stable specified dimensions and tolerances. Heavy welds are defined as any weld with a through body dimension of over 1.5 inches.

Submit a stress relief heat treatment plan for approval for heat treatment to be performed during fabrication of the bulkheads and gates on heavy weldments. Perform stress relief heat treatment in accordance with AWS D1.5M/D1.5 .

b. Drain Holes. Locate drain holes as shown on the drawings, unless otherwise noted. Drill or plasma cut drain holes. Flame cutting of holes will not be permitted.

SECTION 05 59 13.01 26 Page 21

*AM2 AM2*

d. Application operations performed, including the area of the structure involved, mode of application employed, ambient temperature, substrate temperature, dew point, relative humidity, type of paint with batch numbers, elapsed time between surface preparation and application, elapsed time for recoat, condition of underlying coat, number of coats applied, and measured dry film thickness or spreading rate of each new coating.

3.5 PAINTING SCHEDULES

SYSTEM NO. 5-E-Z

Items or surfaces to be coated: Intake Bulkheads (excluding seals and equalizing v alve)

Intake Gate (excluding seals, roller chain, and cathodic protection)

Draft Tube B ulkheads (excluding seals)

SURFACE PREPARATION 1st COAT 2nd COAT 3rd COAT 4th COAT

SSPC SP 5/NACE No. 1 White metal blast cleaning

Vinyl zinc-rich

VZ-108d (double spray coat)

Gray Vinyl V-766e (double spray coat)

White Vinyl V-766e (double spr ay coat)

Gray Vinyl V-766e (double spray coat)

3.6 TOUCH UP PAINT

Touch up any damaged areas of paint after delivery. Touch up painting is to be performed by an approved qualified painter in accordance with these specifications. It will be permissible to utilize a QP3 certified painter who performed painting in the shop for field touch up, providing the painter performing tough up is certified and approved by the Government.

-- End of Section --

SECTION 09 97 02.13 26 Page 21

*AM2 SECTION 09 97 02.13 26 - PAGE 21 CHANGED AM2*

5'-6"

21'-9" OUTSIDE TO OUTSIDE OF SKIN PL

2'-4 1/8 "2'-4 1/8 "

3'-5 7/8 "

21'-8 1/4 " OUTSIDE TO OUTSIDE OF SIDE SEAL BARS (CONTROL DIMENSION)

23'-10" OUTSIDE TO OUTSIDE OF GUIDE SHOES (CONTROL DIMENSION)

CL END PL

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5/8"

OF END PL

INSIDE FACE

/4

PL 1/2"

END

5'-9 9/16 " TYP INSIDE END PL TO INSIDE DIAPHRAGM PL

COATED BOLT, DOUBLE NUT, AND WASHER.

HOLE FOR 1" Ø ASTM F3125 GRADE A325 FLUOROPOLYMER

/2

/2

/2

2'-6 1/8 "

(2

(2 /2

OF SKIN PL

U/S FACE

/4 O

U T S

ID

E T

O O

U T S

ID

E O

F S

K

IN

P

L

C O

N T

R O

L H

E

IG

H T

5/16" TYP

6" X 4" X

BRACKET

ANODE

ANGLE

NOTE 2

TYP, SEE

CENTERED

10" Ø

CL OF TOP WEB PL

IN LEAF C

CL OF BOTTOM WEB PL

IN LEAF A

TRACK

U/S

/4 O

U T S

ID

E T

O O

U T S

ID

E O

F T

R A

C K

CLARITY

FOR

OMITTED

CHAIN

ROLLER

1/4

1/4

TYP

FLOW

FLOW

F L

O W

1/4

1/4

TYP

1/4

TYP

TYP

GRIND FLUSH

CJP

A

D D

E D D

R A

IN

T

O C

L A

R

IF

Y

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

C H

E C

K E

D B

Y

SYMM

ABOUT

CL

HALF SECTIONHALF ELEVATION

C

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

SECTION ELEVATION - END VIEW

B

PLAN - LEAF B

ELEVATION - LEAF B

®of Engineers

US Army Corps

D R

A W

IN

G N

O

F

IL

E N

A M

E

A N

S I

D L E

A F B

P L

A N S

E C

T

IO

N A

N D E

L E

V A

T

IO

N S

IN

T

A K

E G

A T

E

S-112

P O

R T

L A

N D

O R

E G

O N

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

T U

L S

A

O K

L A

H O

M A

T U

L S

A D

IS

T R

W B

U L

K H

E A

D S A

N D G

A T

E S

P O

W E

R H

O U

S E

A R

K A

N S

A S R

IV

E R

R O

B E

R T S

K E

R R L

O C

K A

N D D

A M

W

B V

R

E V

E N R

M

IL

E S P .E

/0

/1

R K

P .0

S -1

V

X .d g n

R K

P -1 .0

-5 -0 /1

A T

IE

R N

E Y

A

M U

E H

L E

C K P .E

B S

T O

L T P .E

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

D R

O E

L E

C T

R

IC

D

E S

IG

N C

E N

T E

R

SIDES OF PLATE.

2. PROVIDE ALL DRAIN HOLES WITH A MINIMUM OF 1/8" R ON BOTH

1. SEE SHEET S-011 FOR GENERAL NOTES.

NOTES:

D

S-112

C

S-112

B

S-112

C

S-412

A

S-112

D

S-411

A

S-412

B

S-412

E

S-411

D

S-412

E

S-412

/0

/2

5'-6" 5'-6"

2'-4 1/8 "2'-11"

DIAPHRAGM PL 3/8"

2'-11"

CL END PL

21'-9" OUTSIDE TO OUTSIDE OF SKIN PL

21'-8 1/4 " OUTSIDE TO OUTSIDE OF SIDE SEAL BAR (CONTROL DIMENSION)

23'-10" OUTSIDE TO OUTSIDE OF GUIDE SHOES (CONTROL DIMENSION)

/1

SEE NOTE 3

4 PLCS IN ALL WEB PL,

Ø 6" DRAIN HOLE TYP

4 1/4 "

TYP 12 PLCS

5/8" X 8"

TIE PL

TYP 6 PLCS

WEB PL 1/2"

14 PLCS

PL 3/8" TYP

DIAPHRAGM

TYP 14 PLCS

PL 2-1/4" X 1/2"

TRACK

D/S

TYP 6 PLCS

5/8" X 10-1/2"

FLG PL

(FAR SIDE)

SKIN PL

5/8"

FCM, SEE NOTE 2

22'-8 1/2 " +/- 1/16" OUTSIDE TO OUTSIDE OF END PL (CONTROL DIMENSION)

/1

PL 1/2"

END

5'-9 9/16 "

DIAPHRAGM PL

INSIDE FACE OF

OF END PL

INSIDE FACE

COATED BOLT, DOUBLE NUT, AND WASHER.

HOLE FOR 1" Ø ASTM F3125 GRADE A325 FLUOROPOLYMER

/2

/2

/2

2'-6 1/8 "

(2

/4

OF SKIN PL

U/S FACE

/4 O

U T S

ID

E T

O O

U T S

ID

E O

F S

K

IN

P

L

C O

N T

R O

L H

E

IG

H T

CL OF BOTTOM WEB PL

IN LEAF B

NOTE 3

TYP, SEE

CENTERED

10" Ø

4" X 5/16" TYP

BRACKET 6" X

ANGLE ANODE

/1

O

U T S

ID

E T

O O

U T S

ID

E O

F T

R A

C K

TRACK

U/S

GUIDE SHOE

CLARITY

FOR

OMITTED

CHAIN

ROLLER

1/4

1/4

TYP

FLOW FLOWFLOW

F L

O W

3/8

3/8

3/8

3/8

1/4

TYP

TYP

GRIND FLUSH

CJP

A

D D

E D D

R A

IN

T

O C

L A

R

IF

Y

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

C H

E C

K E

D B

Y

SYMM

ABOUT

CL

HALF SECTIONHALF ELEVATION

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

SECTION ELEVATION - END VIEW

N

B

ELEVATION - LEAF C

PLAN - LEAF C

US Army Corps

D R

A W

IN

G N

O

F

IL

E N

A M

E

A N

S I

D L E

A F C

P L

A N S

E C

T

IO

N A

N D E

L E

V A

T

IO

N S

IN

T

A K

E G

A T

E

S-113

P O

R T

L A

N D

O R

E G

O N

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

T U

L S

A

O K

L A

H O

M A

T U

L S

A D

IS

T R

W B

U L

K H

E A

D S A

N D G

A T

E S

P O

W E

R H

O U

S E

A R

K A

N S

A S R

IV

E R

R O

B E

R T S

K E

R R L

O C

K A

N D D

A M

W

B V

R

E V

E N R

M

IL

E S P .E

/0

/1

R K

P .0

S -1

V

X .d g n

R K

P -1 .0

-5 -0 /2

A T

IE

R N

E Y

A

M U

E H

L E

C K P .E

B S

T O

L T P .E

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

D R

O E

L E

C T

R

IC

D

E S

IG

N C

E N

T E

R

SIDES OF PLATE.

3. PROVIDE ALL DRAIN HOLES WITH A MINIMUM OF 1/8" R ON BOTH

(FCM)

2. BOTTOM WEB AND FLANGE ARE FRACTURE CRITICAL MEMBERS

1. SEE SHEET S-011 FOR GENERAL NOTES.

NOTES:

D

S-113

C

S-113

B

S-113

C

S-412

D

S-411

A

S-113

S-511

F

S-412

G

S-412

E

S-411

H

S-412

K

S-412

J

S-412

/0

/2

5/8" SKIN PL

1/2" WEB PL

3" R TYP

5/8" X 10-1/2"

FLG PL

PL

3/8" DIAPHRAGM

OF GUIDE SHOE

INSIDE FACE

/4

C O

N T

R O

L D

IM

E N

S

IO

N

/1

-1 /1

(C

O N

T R

O L D

IM

E N

S

IO

N

U/S TRACK FACE

OF SKIN PL

U/S FACE

2'-6 1/8 "

5/8" SKIN PL

1/2" STIFFENER PL

1/2" WEB PL

6"

9-3/4" X 1-1/4" PL TYP

1/2" STIFFENER PL

1/2" DIAPHRAGM PL

OF FLG PL

D/S FACEOF SKIN PL

U/S FACE

TIE PL 5/8" X 8"

1/2 "

LIFTING LUG - FMC

ASTM A709 - FCM

4" Ø PIN

1'- 13/16 "7 9/16 "

FLG PL 5/8" X 10-1/2"

OUTSIDE FACE OF WEB PL

8 3/16 " (CONTROL DIMESION)

U/S FACE OF SKIN PL

1/8" X 45° CHAMFER TYP

U/S FACE OF LIFTING LUG

1" TYP

2" R

4 11/16 " 4 3/16 "

1/2" WEB PL

5/8" SKIN PL

SEE S-515

SPLICE BAR

DIAPHRAGM

PL

3/8" DIAPHRAGM

3" R TYP

5/8" X 10-1/2"

FLG PL

/1

3/8" DIAPHRAGM PL

/1

4 EQUAL SPACES

1/2" END PL

SKIN PL 5/8"

/8

/2

1/2" WEB PL

SEE S-514

TRACK

U/S ROLLER

PL

9" X 7/8"

U/S END FLG

9" X 7/8"

D/S END FLG

/2

SEE S-514

D/S ROLLER TRACK

SEE S-514

TRACK GUIDE BAR

D/S ROLLER

/4

/2

A & C ONLY

FOR LEAF

GUIDE SHOE

SEE S-512

ROLLER CHAIN

SEE S-512

TRACK TOP

3" R TYP

9" X 7/8" PL

U/S END FLG

1/2" END PL

SEE S-514

TRACK,

D/S ROLLER

SEE S-514

TRACK,

U/S ROLLER

SEE NOTE 2

SHIM PL,

9" X 7/8" PL

D/S END FLG

SEE S-514

GUIDE BAR

TRACK

D/S ROLLER

SEE S-511

BRACKET, FCM

DOGGING

SEE NOTE 5

9" X 1", MOUNTING PL

TOP TRACK

SEE S-512

ROLLER CHAIN

3-1/2" X 3/4" PL

3-1/2" X 3/4" PL

5 3/16 "

/4

1/2" END WEB

9" X 7/8" PL

U/S END FLG

9" X 7/8" PL

D/S END FLG

TRACK,

U/S ROLLER

GUIDE SHOE

TRACK

D/S ROLLER

GUIDE BAR

TRACK

D/S ROLLER

1/2" END PL

SEE S-514

TRACK,

U/S ROLLER

9" X 7/8" PL

D/S END FLG

9" X 7/8" PL

U/S END FLG

GUIDE BAR

TRACK

D/S ROLLER

D/S ROLLER TRACK

MOUNTING PL 9" X 1"

BOTTOM TRACK

1 1/4 "

9 3/4 "

3 5/8 "

/8

4-7/8" R

OF WEB

TOP FACE

FOR LUG

AND WEB

DIAPHRAGM

SLOT

4" Ø SEE NOTE 3

CL

1/2" X 4-1/2" PL

STIFFENER

2" R

1/2" WEB PL

LIFTING LUG

TYP

5/16

5/16

TYP

1/4

1/4

1/4"

1/4"

TYP

1/4

1/4

TYP

1/4"

1/4"

TYP

1/4"

1/4"

TYP

5/16

5/16 5/16

5/16

3/8

5/16

1/4

1/4

3/8

3/8

1/4

1/4

STIFFENER PL

FLG PL TO

CJP

END PL

ALL

TYP

5/16

5/16

SIDES

BOTH

CJP

FLOW

FLOW

FLOW

FLOW

FLOW

FLOW

FLOW

F L

O W

SEE NOTE 4

BOTH SIDES

TYP

TYP

LUG TO WEB

LUG TO DIA

CJP

GRIND FLUSH

BOTH SIDES

CJP

GRIND FLUSH

BOTH SIDES

CJP

SEE NOTE 6

BOTH SIDES

TYP

DIAPHRAGMS

ALL

TYP

DIAPHRAGMS

ALL

TYP

C

O R

R E

C T

E D S

H E

E T R

E F

E R

E N

C E

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

C H

E C

K E

D B

Y

CL

LIFTING LUG

CL OF

END PL

CL OF PL

CL OF PL

F

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

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

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

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

G

SECTION - TYP WEB

ENLARGED ELEVATION - TOP OF TRACK

S-111

E1

S-111

A1 S-111

G9

D10

S-113

S-112

S-111

B1

S-111

E3

S-111

C3

S-111

B3

J

SECTION - LIFTING LUG - FCM

S-113

S-112

S-111

SECTION - TOP OF LEAF A

SECTION - BOTTOM OF LEAF A

PLAN - JAMB OF LEAF A

ELEVATION - LEAF A GUIDE SHOE

K

SCALE: 1-1/2" = 1'- 0"S-111

E8

SECTION - TYP STIFFENER PL

US Army Corps

D R

A W

IN

G N

O

F

IL

E N

A M

E

A N

S I

D L E

A F A

E N

L A

R G

E D P

L A

N S S

E C

T

IO

N S E

L E

V A

T

IO

N S

IN

T

A K

E G

A T

E

S-411

P O

R T

L A

N D

O R

E G

O N

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

T U

L S

A

O K

L A

H O

M A

T U

L S

A D

IS

T R

W B

U L

K H

E A

D S A

N D G

A T

E S

P O

W E

R H

O U

S E

A R

K A

N S

A S R

IV

E R

R O

B E

R T S

K E

R R L

O C

K A

N D D

A M

W

B V

R

E V

E N R

M

IL

E S P .E

/0

/1

R K

P .0

S -4

V

X .d g n

A T

IE

R N

E Y

A

M U

E H

L E

C K P .E

B S

T O

L T P .E

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

D R

O E

L E

C T

R

IC

D

E S

IG

N C

E N

T E

R R

K P -1 .0

-5 -0 /2

SECTION - END PLATE

ELEVATION - BOTTOM OF LEAF A TRACK

6. WELDS ON WEBS OF FCM ARE TO BE CJP.

ROLLER TRACK BOTTOM.

5. MATCH HOLE PATTERS FOR FOR ROLLER TRACK TOP AND

4. WELD PIN WITH PIN HELD FIRMLY AGAINST TOP OF LUG.

TOLERANCE IS 4.000" +0.002" / - 0.000".

3. PIN TOLERANCE IS 4.000" +0.000" / -0.005". LUG HOLE

CONNECTED (4" MAX SHIM), SEE S-515.

2. SHIM PLATE TO BE INSERTED AFTER ROLLER CHAIN IS

1. SEE SHEET S-011 FOR GENERAL NOTES.

NOTES:

S-511

J

S-411

S-511

S-511

/0

/2

1/2" END PL

GUIDE BAR SEE S-514

D/S ROLLER TRACK

D/S ROLLER TRACK

U/S ROLLER TRACK

TRACK MOUNTING PL 9" X 1"

BOTTOM ROLLER

U/S END FLG 9" X 7/8" PL D/S END FLG 9" X 7/8" PL

3" R TYP

9" X 7/8" PL

U/S END FLG

1/2" END PL

PL 9" X 1"

TRACK MOUNTING

TOP ROLLER

SEE S-514

U/S ROLLER TRACK,

GUIDE BAR, SEE S-514

D/S ROLLER TRACK

D/S END FLG 9" X 7/8" PL

TRACK, SEE S-514

D/S ROLLER

4 11/16 " 4 3/16 "

SEE S-515

SPLICE BAR

DIAPHRAGM

1/2" WEB PL

5/8" SKIN PL

3" R TYP

/1

/1

4 EQUAL SPACES

3/8" DIAPHRAGM PL

3/8" DIAPHRAGM PL

FLG PL 5/8" X 10-1/2"

TIE PL

1/2" WEB PL

5/8" SKIN PL

SEE S-515

SPLICE BAR

DIAPHRAGM

4 11/16 " 4 3/16 "

3" R TYP

PL

3/8" DIAPHRAGM

5/8" X 10-1/2"

FLG PL

PL

3/8" DIAPHRAGM

/1

/1

4 EQUAL SPACES

6 1/2 "

/8

/8

1 1/4 " 1 1/4 "

MOUNTING PL 9" X 1"

TOP ROLLER TRACK

D/S ROLLER TRACK, SEE S-514

GUIDE BAR, SEE S-514

D/S ROLLER TRACK

SEE S-514

U/S ROLLER TRACK,

E

Q U

A L S

P A

C E

S

3" X 2" X 5/16" ANGLE

SEE NOTE 4.

1/2" Ø DOWEL

HOLE FOR

4 11/16 " 4 3/16 "

1/2" WEB PL

5/8" SKIN PL

3" R TYP

/1

/1

SEE S-515

DIAPHRAGM SPLICE BAR,

3/8" DIAPHRAGM PL

FLG PL 5/8" X 10-1/2"

3/8" DIAPHRAGM PL

4 EQUAL SPACES

1/2" WEB PL

5/8" SKIN PL

3" R TYP

5/8" X 10-1/2"

FLG PL

3/8" DIAPHRAGM PL

PL

DIAPHRAGM

3/8"

3" R TYP

9" X 7/8" PL

U/S END FLG

1/2" END PL

MOUNTING PL 9" X 1"

TOP ROLLER TRACK

SEE S-514

U/S ROLLER TRACK,

SEE S-514

GUIDE BAR 2-1/2"X 1/2",

D/S ROLLER TRACK

SEE S-514

D/S ROLLER TRACK,

D/S END FLG 9" X 7/8" PL

3-1/2" X 3/4" PL

SEE S-512

ROLLER CHAIN

3-1/2" X 3/4" PL

/4

1/2" END PL

GUIDE SHOE

GUIDE BAR, SEE S-514

D/S ROLLER TRACK

D/S END FLG 9" X 7/8" PL

D/S ROLLER TRACK

U/S ROLLER TRACK

U/S END FLG 9" X 7/8" PL

9" X 7/8" PL

U/S END FLG

1/2" END PL

3" R TYPTRACK

U/S ROLLER

GUIDE BAR, SEE S-514

D/S ROLLER TRACK

D/S ROLLER TRACK

D/S END FLG 9" X 7/8" PL

SHIM PL, SEE NOTE 2

BOTTOM, SEE S-512

ROLLER TRACK

SEE NOTE 3

MOUNTING PL 9" X 1",

BOTTOM ROLLER TRACK

TYP

1/4"

1/4"

1/4"

1/4"

TYP

BOTH SIDES

CJP

END PL

ALL

TYP

GRIND FLUSH

BOTH SIDES

CJP

GRIND FLUSH

BOTH SIDES

CJP

GRIND FLUSH

BOTH SIDES

CJP

GRIND FLUSH

BOTH SIDES

CJP

TYP

GRIND FLUSH

CJP

TYP

GRIND FLUSH

CJP

TYP

GRIND FLUSH

CJP

TYP

GRIND FLUSH

CJP

C O

R R

E C

T E

D S

H E

E T R

E F

E R

E N

C E

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

C H

E C

K E

D B

Y

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

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

F

G

J

K

S-112

E1

S-112

A1

G9

S-112

E3

S-112

B3

S-113

D1

S-113

B1

S-113

E3

S-113

C3

S-113

B3

S-113

S-112

SECTION - TOP OF LEAF B

SECTION - BOTTOM OF LEAF B

ELEVATION - TOP OF LEAF B TRACK

SECTION - TOP OF LEAF C

SECTION - BOTTOM OF LEAF C

ELEVATION - TOP OF LEAF C TRACK

ELEVATION - LEAF C GUIDE SHOE

ELEVATION - BOTTOM OF LEAF C TRACK

PLAN - TYP MOUNTING PL BETWEEN LEAFS

®of Engineers

US Army Corps

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ELEVATION - BOTTOM OF LEAF B TRACK

COATED BOLT, NUT, & WASHER.

4. HOLE FOR Ø1" ASTM F3125 GRADE A325 FLUOROPOLYMER

ROLLER TRACK BOTTOM.

3. MATCH HOLE PATTERS FOR FOR ROLLER TRACK TOP AND

CONNECTED (4" MAX SHIM), SEE S-515.

2. SHIM PLATE TO BE INSERTED AFTER ROLLER CHAIN IS

1. SEE SHEET S-011 FOR GENERAL NOTES.

NOTES:

S-511

/0

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/8

/2

F R

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5/8" SKIN PL, FCM

3/8" X 2" SEAL BAR

SEE S-502

J-BULB SEAL

END PL

5/8" X 2" CLAMP BAR

SEE NOTES 3 AND 4.

BOLT, MAX 4" OC.

316 COUNTERSUNK

5"

/4

SHOE

GUIDE

SEE S-503

SEAL BAR,

CLAMP BAR

2" X 5/8"

J-BULB SEAL, SEE S-502

2" X 5/8" PL

PL, FCM

5/8" SKIN

END PL

WEB PL

5 5/16 "

SEE NOTES 3 AND 4.

COUNTERSUNK BOLT, MAX 4" OC.

/2

C O

M P

/4

SEE S-503

BACKING BAR,

1" x 1 1/8"

CLAMP BAR

2 1/4" x 5/8"

SEE S-502

WEDGE SEAL

END PL

5/8" SKIN PL FCM

/2

SEE NOTES 3 AND 4.

BOLT, MAX 4" OC.

316 COUNTERSUNK

5 1/8 "

/2

1"

CLAMP BAR

SPLICE PL, TYP

END PL

FCM

SKIN PL,

SPLICE PL

8" X 1/2" D/S

/2

END PL

SEE NOTE 2

FOR CLARITY

SEAL OMITTED

SEE NOTES 3 & 5.

A325, TYP.

F3125 GRADE

SEE NOTES 3 AND 4.

COUNTERSUNK BOLT, MAX 4" OC.

1' 0"

2 3/4 "

3/4 "

/4

BAR 2 X 5/8" TYP

TYP

4" R

4" R TYP

/2 "1 3/4 "

1 3/8 "

1/2 "

FCM

SKIN PL,

BAR

SPLICE

D/S

FCM

SKIN PL,

SPLICE BAR

U/S

1/16" NEOPRENE WASHER

SEE NOTES 3 & 5.

A325, TYP.

F3125 GRADE

8" X 1/16" NEOPRENE GASKET

1/4

TYP

CJP

5/16"

5/16"

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1/4"

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1/4"

S-401

G3

S-401

S-401

A6

DETAIL - GUIDE SHOE

DETAIL - JAMB SILL - TYPICAL

SCALE: 3" = 1'-0"

SCALE: 6" = 1'-0"

SCALE: 6" = 1'-0"

SCALE: 6" = 1'-0"

SCALE: 3" = 1'-0"

A

SECTION - SKIN PLATE SPLICE

S-002

C8

SCALE: 3" = 1'-0"

DETAIL - TYPICAL LEAF SPLICE CONNECTION

LEAF A

US Army Corps

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S-104

S-103

S-102

S-101

DETAIL - BOTTOM SEAL - LEAF D

B10

DETAIL - TOP SEAL -LEAF A

5. PROVIDE DOUBLE NUT ASSEMBLY ON ALL GRADE A325 BOLTS.

CONFORMING TO ASME B18.21.1.

4. PROVIDE 316 STAINLESS STEEL LOCK WASHER

PER SECTION 05 59 13.01 26.

3. COAT BOLT ASSEMBLY WITH FLUOROPOLYMER COATING

AND LOWER LEAFS.

2. J-BULB SEALS TO BE CONTINUOUS THROUGH UPPER

1. SEE STRUCTURAL GENERAL NOTES ON SHEET S-001.

NOTES:

D3

A

S-501

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SYMM. ABOUT CL

2'-6"2'-6"2'-11"

R 2", TYP

SYMM. ABOUT CL

2'-6"2'-6"2'-11"

R 2", TYP

SYMM. ABOUT CL

2'-6"2'-6"2'-11"

R 2", TYP

SYMM. ABOUT CL

3/4 "1

/1

1 1/8 "

/4

3/8 "

1 1/4 "

3/4 "1

/1

1 1/8 "

/4

3/8 "

1 1/4 "

3/4 "1

/1

1 1/8 "

/4

3/8 "

1 1/4 "

3/4 "1

/1

1 1/8 "

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3/8 "

1 1/4 "

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BOTTOM WEB PL 7/8"

5/16"

5/16"

TYP

5/16

5/16

TYP

WRAP FILLET

5/16

5/16"

5/16"

TYP

LEAF SPRING RETAINER

LEAF SPRING

3/8" STIFFENER PL

CL GUIDE SHOE

1/2" STIFFENER

COUPLING LUG

D/S FACE OF SKIN PL

U/S FACE OF END WEB

NOTES:

5/16

TYP

SEE S-521

SIDE SEAL

7" X 3/4"

TIE PL

END PL 26 7/8" X 3/4"

TYP

GUIDE SHOE

SKIN PL 7/8" TOP WEB PL

DOGGING LUG

PL 6 1/2" X 3/4"

TOP WEB PL 7/8"

FLG PL 10 7/8" X 1"

5/16

5/16

TYP

DIAPHRAGM PL 3/8"

SKIN PL

WEB PL 23 3/4" X 3/8"

FLG PL 1 1/8"

WEB PL 23 3/4" X 3/8"

5/16

5/16

TYP

3 7/8"

CL COUPLING HOLE

END PL 3/4"

WEB PL ONLY

INTERMEDIATE

DRAIN HOLE, TYP

PL 6 1/2" x 3/4"

TOP SEAL BAR 3/8"

2'-11 1/2 "

10'-10 1/2 "

" 7 /8 T

Y P

/2

3/8 ", TYP

WEB PL ONLY

R 2", TYP INTERMEDIATE

CORNER SEAL

MOLDED J-BULB

5/16

5/16

SEE NOTE 3

5/16

5/16

SEE NOTE 3

3/8" STIFFENER PL

FLG PL 14 1/2" X 1"

TIE PL 7" X 3/4"

END PL 26 7/8" X 3/4"

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SCALE: 1" = 1'-0"S-121

SCALE: 3" = 1'-0"

G6

S-522

E10 SECTION - INTERMEDIATE WEB

DETAIL - INTERMEDIATE WEB SECTION

SCALE: 3" = 1'-0"

G9

S-121

SCALE: 3" = 1'-0"S-121

F-4 DETAIL - TOP CORNER (COUPLING LUGS NOT SHOWN)

®of Engineers

US Army Corps

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PARTIAL PLAN - TOP SEAL BAR CORNER

SCALE: 3" = 1'-0"

B4

S-121

DETAIL - BOTTOM CORNER

BOTH SIDES OF PLATE.

4. PROVIDE ALL DRAIN HOLES WITH A MINIMUM OF 1/8" R ON

WEB PLS ARE FULLY SEAL WELDED.

BOTTOM WEB PLS ARE ALLOWED. ENSURE TOP AND BOTTOM

3. INTERSECTING WELDS AT THE CORNERS OF THE TOP AND

2. SOME FEATURES & HIDDEN LINES REMOVED FOR CLARITY.

1. SEE GENERAL STRUCTURAL NOTES ON SHEET S-021.

S-522

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