oologah21Bulkhead_PLANS_2AUG_FINAL.pdf

FLANGE AND PIPE.

4" VALVE WITH

SKIN PL

" 8

INSTALLATION.

BULKHEAD VALVE

SEE NOTE #4 IN

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B/ SKIN PL

T/ SKIN PL

S-001

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FABRICATION NOTES

GENERAL NOTESOOLOGAH LAKE BULKHEAD DESIGN DATA

(NGVD29).

4. ALL ELEVATIONS IN THIS SET ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM OF 1929

ELEVATION 580.5 FT, RESPECTIVELY.

HEAD OF 93.5 FT. THE BOTTOM AND TOP ELEVATION OF THE BULKHEAD IS ELEVATION 572.5 FT AND

3. THE BULKHEAD IS DESIGNED FOR A MAXIMUM ELEVATION OF 666.0 FT RESULTING IN A MAXIMUM

HYDRAULIC STEEL STRUCTURES".

2. THE BULKHEAD IS DESIGNED FOLLOWING THE REQUIREMENTS OF ETL-1110-2-584, "DESIGN OF

BOLTS IS 3,400 LBS.

1. THE ESTIMATED DRY WEIGHT OF THE BULKHEAD, INCLUDING, RUBBER SEALS, PAINT, WELDS AND

LENGTH, AND SWAGE SLEEVE LOOP WITH HEAVY DUTY THIMBLE.

" Ø 6x19 GALVANIZED WIRE ROPE 9'-6" IN 4

" Ø PIN, 8

" Ø OPEN SPELTER SOCKET WITH 14

S-201:

3. PROVIDE TWO OF THE FOLLOWING FOR LIFTING CABLE CONNECTION AS SHOWN IN DETAIL ON

MUST BE UTILIZED DURING ANY LIFTING OPERATIONS.

2. BULKHEAD MUST NEVER BE LIFTED UTILIZING ONLY ONE LIFTING LUG. BOTH LIFTING LUGS

THE HORIZONTAL WHEN BEING LIFTING FROM THE HORIZONTAL OR VERTICAL POSITION.

1. SLINGS USED TO PICK UP BULKHEAD MUST HAVE CABLES SLOPING NOT LESS THAN 45° WITH

FLUOROCARBON FILM NO. 4508 AND MUST HAVE A TENSILE STRENGTH OF 2,000 PSI (ASTM D 412).

DUROMETER HARDNESS (SHORE TYPE A) OF 60 TO 70 (ASTM D 2240). THE FILM MUST BE

21. THE RUBBER SEALS MUST HAVE A TENSILE STRENGTH OF 3,000 PSI (ASTM D 412) AND A

".32

ANY POINT FROM TRUE PLANE MUST NOT EXCEED

" PER FOOT AND THE MAXIMUM DEVIATION AT 64

DEVIATE FROM A TRUE PLANE BY MORE THAN

20. THE SURFACES OF ALL SEAL BACK UP BARS AFTER WELDING TO THE BULKHEAD MUST NOT

ALL DIMENSIONS, INCLUDING LENGTH OF FASTENERS BEFORE START OF FABRICATION.

19. CORRECT FIT OF PARTS IS THE FABRICATOR'S RESPONSIBILITY. THE FABRICATOR MUST VERIFY

AS THE BULKHEAD. PAINTING OF BOLT HOLES MUST BE APPLIED BY BRUSH.

18. ENSURE THAT THE INSIDE OF ALL BOLT HOLES ARE PAINTED USING THE SAME COATING SYSTEM

WELDS AND WT BEAM WEBS.

17. AVOID PLACING BOLT HOLES (CENTER OF HOLE) WITHIN ONE INCH OF VERTICAL DIAPHRAGM

SNUG TIGHT.

AND SEAL BOLT SPACING SHALL NOT EXCEED 5 INCHES ON CENTER, AND SHALL BE INSTALLED

LOCKING WASHER, AND HEX NUTS CONFORMING TO ASTM F594 (ALLOY GROUP 1, CONDITION AF)

" Ø, WITH COUNTERSUNK HEADS, STANDARD STAINLESS STEEL WASHERS, 2

16. SEAL BOLTS MUST BE

SYSTEM AS THE BULKHEAD.

CONDITION AF. ALL STAINLESS STEEL FASTNERS AND PLATES MUST BE PAINTED USING THE SAME

ASTM A240, TYPE 304L. SEAL BOLTS MUST CONFORM TO ASTM F593, ALLOY GROUP 1,

15. ALL SEAL BOLTS AND SEAL PLATES MUST BE STAINLESS STEEL. SEAL PLATES MUST CONFORM TO

SMOOTH AND SHALL BE 100% UT TESTED.

OF RECORD. ALL SPLICES MUST BE COMPLETE JOINT PENETRATION GROOVE WELDS GROUND

14. SPLICES ARE NOT PERMITTED IN PLATES UNLESS SUBMITTED AND APPROVED BY THE ENGINEER

WELDS, FASTNERS, AND SIMILAR SURFACE IRRGULARITIES.

MUST CONSIST OF A PRELIMINARY STRIPE COAT APPLIED BY BRUSH ON EDGES, CORNERS,

AND COVERAGE RATE MUST BE CONSISTENT WITH MANUFACTURER'S INSTRUCTIONS. EACH COAT

13. BULKHEAD MUST BE PAINTED USING A VINYL-ZINC RICH PAINT SYSTEM (5-E-Z). FILM THICKNESS

SURFACE PROFILE IN ACCORDANCE WITH ASTM D4417, METHOD C.

12. BULKHEAD SURFACE PREPARATION MUST BE WHITE METAL BLASTED (SSPC-SP5). MEASURE

RUBBER SEALS.

BE PAINTED. ALLOW FOR A MINIMUM DRYING PERIOD OF 6 DAYS PRIOR TO INSTALLATION OF

11. AFTER ALL WELDING AS BEEN COMPLETED, AND ALL WELDS INSPECTED, THE BULKHEAD MUST

TO THE CENTER OF GRAVITY OF THE BULKHEAD TO ENSURE THAT THE BULKHEAD HANGS LEVEL.

GRAVITY PRIOR TO LOCATING THE LIFTING LUGS. ADJUST THE LOCATION OF THE LIFTING LUGS

10. THE BULKHEAD FABRICATOR MUST HANG THE BULKHEAD AND DETERMINE THE CENTER OF

" RADIUS PRIOR TO COATING.8

9. ALL CORNERS AND EDGES OF PLATES IN CONTACT WITH RUBBER SEALS MUST BE ROUNDED

COOLING TIMES IN AWS D1.5 SECTION 12.16.4.

PROVIDE REPORT TO GOVERNMENT IN ACCORDANCE WITH AWS D1.5. NOTE INSPECTION

LEVEL II OR LEVEL III NDT TECHNICIAN WITH CERTIFIED WELDING INSPECTOR (CWI). CWI MUST

PENETRATION WELDS MUST BE 100% ULTRASONIC TESTED. TESTING MUST BE PERFORMED BY

8. ALL FILLET WELDS MUST BE 100% MAGNETIC PARTICLE TESTED. ALL COMPLETE JOINT

7. ALL WELDS MUST BE CONTINUOUS AND WATERTIGHT TO SEAL THE STRUCTURE.

PERMISSION FROM THE ENGINEER OF RECORD. ALL FAYING SURFACES MUST BE SEAL WELDED.

6. WELDING THAT IS NOT SHOWN ON THE PLANS WILL NOT BE PERMITTED EXCEPT BY WRITTEN

5. ALL WELDING MUST CONFORM TO AWS D1.5 8TH EDITION (2020).

4. ALL WELDS TO FRACTURE CRITICAL MEMBERS ARE CONSIDERED FRACTURE CRITICAL.

DIAPHRAGMS, SEAL FILLER PLATES, BEARING SEAL PLATES, AND MECHANICAL VALVE.

OTHERWISE. THE FOLLOWING MEMBERS ARE NOT CONSIDERED FRACTURE CRITICAL: VERTICAL

3. ALL MEMBERS MUST BE CONSIDERED FRACTURE CRITICAL MEMBERS UNLESS NOTED

CRITICAL MEMBERS AND ASTM A572 T2 GRADE 50 FOR ALL OTHER MEMBERS.

2. ALL STRUCTURAL STEEL, MUST CONFORM TO ASTM A709 F2 GRADE 50 STEEL FOR FRACTURE

1. FABRICATE AND DELIEVER ONE (1) BULKHEAD AS SHOWN.

A9

ELEVATION VIEW

OOLOGAH BULKHEAD - LOADING

SCALE: N.T.S.

S K

IN

P

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S

ID

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D9

OOLOGAH BULKHEAD DOWNSTREAM

ISOMETERIC VIEW -

SCALE: N.T.S.

D7

4 INCH VALVE

BULKHEAD ELEVATION-

SCALE: N.T.S.

BULKHEAD VALVE INSTALLATION

SKIN PLATE ONCE VALVE HAS BEEN SELECTED.

4. FABRICATOR MUST PROVIDE, FOR GOVERNMENT APPROVAL, CONNECTION DETAIL FOR VALVE TO

3. VALVE MUST FIT A SCHEDULE 40, 4 INCH PIPE. PIPE MUST MEET SPECIFICATION ASTM A53.

PIPE BALL VAVLE AND MEET SPECIFICATION ASTM A105.

2. INSTALL VALVE WITH A SLIP-ON FLANGE. FLANGE MUST BE SUITABLE FOR SCHEDULE 40, 4 INCH

TOWARDS TOP OF GATE FOR THE OPEN POSITION.

INSTALLED LEVER MUST BE HORIZONTAL FOR THE CLOSED POSITION AND ROTATE VERTICAL

316 STAINLESS STEEL. VALVE AND COMPONENTS DO NOT REQUIRE PAINT COATING. WHEN

VALVE MUST HAVE A MANUAL, LOCKABLE LEVER. SELECT LEVER WITH HOLE IN THE END. USE

1. 4 INCH BALL VALVE MUST BE FLANGED STYLE AND MEET SPECIFICATION ASTM B16.10, CLASS 150.

ABBREVIATIONS

WELDING PROCEDURE SPECIFICATIONSWPS

VERTICALVERT.

ULTRASONIC TESTINGUT

TYPICALTYP.

TOPT/

SIMILARSIM.

RADIUSR

QUALITY ASSURANCEQA

PLATEPL

ON CENTERO.C.

MAGNETIC PARTICLE TESTINGMT

MAXIMUMMAX

FRACTURE CRITICAL MEMBERFCM

FRACTURE CONTROL PLANFCP

FEETFT

ENGINEER OF RECORDEOR

DIAPHRAGMDIAP.

COMPLETE JOINT PENETRATIONCJP

CERTIFIED WELDING INSPECTORCWI

CENTER OF GRAVITYCOG

CENTER LINECL

BOTTOMB/

BEARINGBEAR SURCHARGE POOL

TOP OF

ELEV. 666.0'

SUBMITTAL REQUIREMENTS

DIMENSIONS AND SUBMIT DOCUMENT. VERIFY CONTROL DIMENSIONS PRIOR TO WITNESS POINTS.

AFTER FABRICATION OF STRUCTURE BUT, PRIOR TO PAINTING RECORD AND SUBMIT THE ACTUAL

CONTROL DIMENSIONS:

CAMPAIGN, IL 61822

2902 NEWMARK DRIVE

ATTN: PAINT LABORATORY

US ARMY CERL

BEFORE PAINTING COMMENCES.

ADDRESS FOR GOVERNMENT TESTING. ALLOW FOR GOVERNMENT TESTING OF SAMPLES TO OCCUR

SUBMIT PRODUCT SAMPLES OF EACH BATCH OF THINNER, SOLVENT, AND PAINT TO THE FOLLOWING

PAINT SAMPLING:

CERTIFICATE.

PROVIDE A CERTIFIED SSPC QP 1 PAINTING CONTRACTOR. SUBMIT A COPY OF THE SSPC QP 1

QUALIFIED PAINTING CONTRACTOR:

AN ACCURACY OF +/- 3% OR BETTER AS CERTIFIED BY THE MANUFACTURER.

ALL COATING THICKNESS MEASUREMENTS ON FERROUS METAL SUBSTRATES. GAGES MUST HAVE

GAGES. MAGNETIC FLUX THICKNESS GAGES AS DESCRIBED IN ASTM D7091 MUST BE USED TO MAKE

SUBMIT DOCUMENTATION OF MANUFACTURER'S CERTIFICATION FOR ALL COATING THICKNESS

PAINT COATING THICKNESS GAGE QUALIFICATIONS:

MEASURED FILM THICKNESS AND SPREADING RATE.

PREPARATION AND APPLICATION, ELAPSED TIME FOR RECOAT, NUMBER OF COATS APPLIED, AND

RELATIVE HUMIDITY, TYPE OF PAINT WITH BATCH NUMBER, ELAPSED TIME BETWEEN SURFACE

INCLUDE MODE OF APPLICATION, AMBIENT TEMPERATURE, SUBSTRATE TEMPERATURE, DEW POINT, PERFORMED, SURFACE PROFILE MEASUREMENTS, AND APPLICATION OPERATIONS PERFORMED TO

SUBMIT A REPORT OF INSPECTIONS PERFORMED, SURFACE PREPARATION OPERATIONS

PAINT INSPECTION REPORTS:

SUBMIT PRODUCT DATA SHEET OR OTHER WRITTEN INSTRUCTIONS FOR EACH TYPE OF PAINT USED.

PAINT MANUFACTURER'S PRODUCT DATA SHEET:

COMPLETE. SUBMIT A RECORD OF WITNESS POINTS.

THE HANG TEST. FINAL QA INSPECTION SHALL OCCUR AFTER PAINTING AND STRUCTURE IS

COMPLETED AND PRIOR TO BLASTING. INTERMEDIATE TWO QA INSPECTION SHALL OCCUR DURING

WELDING. INTERMEDIATE ONE QA INSPECTION SHALL OCCUR AFTER ALL WELDING HAS BEEN

OCCUR AFTER ALL STRUCTURAL COMPONENTS ARE FABRICATED AND FITTED BUT, PRIOR TO

INTERMEDIATE ONE, INTERMEDIATE TWO, AND FINAL QA INSPECTION. INITIAL QA INSPECTION MUST

AT MINIMUM ALLOW EOR TO INSPECT STRUCTURE AT FOUR WITNESS POINTS FOR INITIAL,

WITNESS POINTS:

INSPECTORS AND NDT PERSONNEL.

LEVEL II OR III. SUBMIT COPIES OF CERTIFICATES SHOWING QUALIFICATIONS FOR WELDING

PERSONNEL PERFORMING NDT MUST BE QUALIFIED IN ACCORDANCE WITH ANSI/ASNT CP-189 NDT

PROVIDE AN AWS CWI AS THE PRIMARY POINT OF CONTACT FOR QUALITY CONTROL OF WELDING.

INSPECTOR QUALIFICATIONS:

REQUIREMENTS.

PROCEDURES, QUALIFICATIONS, AND CERTIFICATES SHOWING COMPLIANCE WITH FCP

SUBMIT A FCP FOR WELDING ON ALL FCM IN ACCORDANCE WITH AWS D1.5. SUBMIT WELDING

FRACTURE CONTROL PLAN:

IDENTIFY EACH WPS AND REFERENCE IT ON THE SHOP DRAWINGS.

EACH WELD, INCLUDING PREQUALIFIED WELDS BEFORE FABRICATION IS COMMENCED. INDIVIDUALLY

DOCUMENTATION ON FORMS SIMILAR OR EQUIVALENT TO THE SAMPLE FORMS IN AWS D1.5 FOR

SUBMIT A WPS, WITH SUPPORTING PROCEDURE QUALIFICATION RECORDS AND SUPPORTING TEST

WELDING PROCEDURE SPECIFICATIONS (WPS):

WHETHER THE WELD IS ACCEPTABLE.

DATE OF INSPECTION, NDT PERFORMED, DEFECTS FOUND AND CORRECTIVE ACTION TAKEN, AND

TYPE OF WELD, WELD POSITION, APPLICABLE WPS REFERENCE, WELD OPERATOR, CWI NAME AND

PROJECT. INCLUDE IN THE LOG THE MEMBER TO BE WELDED, MEMBER TYPE (FCM AND NON-FCM), SUBMIT A LOG CAPABLE OF INDIVIDUALLY IDENTIFYING AND TRACKING EVERY WELD ON THE

WELD TRACKING LOG:

SUBMIT ERECTION DRAWINGS SHOWING COMPLETE INFORMATION.

ERECTION DRAWINGS:

OR A QUALIFIED PERSON.

ASME B30.9-2018. PROOF LOAD TESTING SHALL BE PREFORMED BY THE PRODUCT MANUFACTURER

SUBMIT PROOF LOAD TEST REPORTS FOR THE WIRE ROPE AND SOCKET IN ACCORDANCE WITH

PROOF LOAD TESTING:

DEVELOPED BY THE FABRICATOR ON THE SHOP DRAWINGS.

WELD. CLOUD ANY ITEMS INADVERTENTLY OMITTED ON PROVIDED DRAWINGS AND ALL DETAILS

AS WELL AS ALL TEMPORARY WELDS. IDENTIFY WELD PROCEDURES AND NDE REQUIRED FOR EACH

AND CLASS OF MATERIAL. IDENTIFY ALL FCM, INCLUDING ATTACHMENTS THAT MEET FCM DEFINITION

INCLUDE CATALOG CUTS, TEMPLATES, FABRICATION, AND ASSEMBLY DETAILS, AND TYPE, GRADE, PRIOR TO PERFORMING ANY HSS FABRICATION SUBMIT COMPLETE, DETAILED SHOP DRAWINGS.

SHOP DRAWINGS:

ALL SUBMITTALS MUST BE SUBMITTED TO THE EOR FOR APPROVAL.

"2

SOCKET

OPEN SPELTER 4

HOLE FOR�" 2

"4

(FCM)

" PL4

"41 2R

WEB PLATE

EDGE BEAM

W8 WEB

"21 1R

8'-0" OUTSIDE EDGES OF SKIN PLATE

CL DIAPHRAGM

CL BULKHEAD

4'-0"

DETAIL THIS SHEET

LIFTING LUG, SEE

" SKIN PLATE (FCM)8

DIAPHRAGM

" x 6" VERTICAL8

WT8x28.5, TYP. (FCM)

(FCM)

FLANGE PLATE

" EDGE BEAM2

LOCKING WASHER AND THEN NUT.

PLAIN WASHER FOLLOWED BY

BOLTS SHALL BE INSTALLED WITH

SPACED AT 5" O.C. MAX, TYP.

COUNTERSUNK SEAL BOLTS �" 2

" BEARING SEAL PLATE2

1" x 18

" BEARING SEAL PLATE2

1" x 18

1'-3"

ADDITIONAL DETAILS

SEE S-001 FOR

BULKHEAD VALVE,

" x 0'-7"4 3" x 4

3PL

EDGE BEARING

EDGE OF J-BULB SEAL

", TYP.16

8'-0" OUTSIDE EDGES OF SKIN PLATE

"2

14WEB PL, TYP.

" EDGE BEAM 8

J-BULB SEAL

WT8x28.5

" LENGTH OF HORIZONTAL WT BEAM8

17'-10

PL, TYP.

BEAM FLANGE

" x 5" EDGE 2

8PLATE SEAL

" BEARING 2

1 x 1"8

" x 3" x 7'-2" FILLER PLATE2

DIAPHRAGM

" VERTICAL8

"4

3" x 4

3PL

EDGE BEAR

"4

8'-0" OUTSIDE EDGES OF SKIN PLATE

", TYP.16

"16 13'-11"16

13'-11

BEAMS 2,3,&4.

DRAIN HOLE AT �2"

AT BEAMS 2,3,&4

ACCESS HOLE

" RADIUS2

" " SKIN PLATE8

WT8x28.5

"2 11'-6 "2

11'-7 "16 19 "16

19 "2 11'-7 "2

11'-6

DIAPHRAGM

" VERTICAL8

"4

"2 1±3

"16

SEE NOTE ON S-001

BULKHEAD COG,

O

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S

ID

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D G

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O F

J -B

U L

B S

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L

(FCM)

WEB PL

BEAM

" EDGE 8

SKIN PL

" 8

TYP.

WT8x28.5, SEAL PL

" BEAR8

PLATE

" FILLER 2

SEAL PL

" BEAR8

DIAPHRAGM

" x 6" VERT8

6"

HOLE

ACCESS

" R 2

TYP.

WT8x28.5, SKIN PL

"8

2" DRAIN HOLE

"2

10"

3"

"16 91"16

FLANGE PL

EDGE BEAM

SKIN PLATE

WT8x28.5

"4

WEB PL

BEAM

EDGE

SPLICED CORNER

HOT VULCANIZED

90° J-BULB

STRAIGHT PIECE

J-BULB

6"

5"

SEAL BOLT, TYP.

" LONG4

3 x 2�" 2

"2

"16

7 3

LIFTING LUG

GALVANIZED

PIN MUST BE HOT DIPPED

SOCKET, COTTER PIN AND

PIN�" 8

3SOCKET WITH 1

OPEN SPELTER �" 4

WIRE ROPE

6X19 GALVANIZED

x 120'-0" LONG�"4

HEAVY DUTY THIMBLE

SWAGE SLEEVE LOOP WITH

"2

1" R

" PLATE8

"4

EDGE WEB PL

FLANGE

GIRDER

"2

5"

FLANGE PL

EDGE

BEAM 1

CL

BEAM 2

CL

BEAM 3

CL

BEAM 4

CL

BEAM 5

CL

T/ SKIN PL

B/ SKIN PL

B/ EDGE BEAR PL

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FLANGE

EDGE BEAM

FILLER PL TO

CJP, TYP.

1 TYP.

1 TYP.

TO WT FLANGE, TYP.

FLANGE PLATE

EDGE BEAM

PL

T/ SKIN

PL

B/ SKIN

1 TYP.

PL

B/ SKIN

PL

T/ SKIN

TYP.

SKIN PL,

WT TO

1 TYP.

TYP.

PLATE

B/ SKIN

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BULKHEAD PLAN VIEWB1

SCALE: 1 1/2" = 1'-0"S-201

C1

OOLOGAH BULKHEAD DOWNSTREAM ELEVATION

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

TYP. SECTION - BEAMS, 2,3,&4A1

SCALE: 1 1/2" = 1'-0"S-201

LIFTING LUG DETAIL

SCALE: 6" = 1'-0"

SECTIONC7

SCALE: 1 1/2" = 1'-0"S-201

SECTIONC8

SCALE: 1 1/2" = 1'-0"S-201

CORNER J-BULB DETAILD9

SCALE: 3" = 1'-0"S-201

F9

J-BULB AND SEAL PL DETAILC9

SCALE: 3" = 1'-0"S-201

A7

LIFTING CABLE DETAIL

SCALE: 3" = 1'-0"

VERTICAL DIAPHRAGM PL

TOP & BOTTOM

A9

SCALE: 3" = 1'-0"S-201

CLARITY.

NOT SHOWN FOR

NOTE: VERT. DIAP. PL

SIM. DETAIL TOP SEAL & PL

FACTOR OF 5.

ON S-001. ALL RIGGING COMPONENTS MUST HAVE A DESIGN

SOCKET MUST BE PROOF TESTED, SEE SUBMITTAL REQUIREMENTS

NOTE: ALL MATERIALS PROVIDED MUST BE NEW. WIRE ROPE AND

NOT SHOWN FOR CLARITY.

NOTE: EDGE BEARING PLATE

EDGE BEARING PL DETAILB9

SCALE: 3" = 1'-0"S-201

S-201

A1

S-201

B1 S-201

C7

S-201

C8

S-201

D9

S-201

C9

S-201

A9

S-201

B9