W912EK24R0033 Solicitation Drawings.pdf

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APPROVAL RECOMMENDED BY:

DATE

DATE

DATE

DATE

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GEOTECHNICAL BRANCHCHIEF,

DESIGN BRANCHCHIEF,

TECHNICAL SERVICES BRANCHCHIEF,

ENGINEERING & CONSTRUCTION DIVISIONCHIEF,

HYDROLOGY & HYDRAULICS BRANCHCHIEF, OF ALL DRAWINGS IN THIS SET.

SIGNATURES INDICATE OFFICIAL RECOMMENDATION

EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.

DOCUMENTS WITHIN THE SCOPE OF THEIR

INDIVIDUALS APPEAR ON THESE PROJECT

SIGNATURES AND REGISTRATION DESIGNATIONS OF

DISTRICT CORPS OF ENGINEERS. THE INITIALS OR

THIS PROJECT WAS DESIGNED BY THE ROCK ISLAND

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ISSUE DATE:

CONTRACT/TASK ORDER NO:

SOLICITATION/MATOC/SATOC NO:

FRP TAINTER VALVES

ILLINOIS CITY, IL

LOCK AND DAM 16

MISSISSIPPI RIVER BASIN

ROCK ISLAND DISTRICT

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W912EK24R0033

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DETAILS - TOP AND BOTTOM SEALS-504

DETAILS - SIDE SEALS-503

DETAILSS-502

DETAILS - YOKES-501

SECTION - TOP SEAL, BOTTOM SEAL, SIDE SEALS-301

ELEVATION - TAINTER VALVES-201

PLAN - TAINTER VALVES-101

LOADING DIAGRAMS-003

CONTROL DIMENSIONSS-002

GENERAL NOTES - STRUCTURALS-001

LEGEND AND GENERAL NOTESG-002

COVER SHEET AND INDEXG-001

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A1

SCALE: 1" = 80'-0"

GENERAL PLAN - LOCK 16

RIVER WALL

LAND WALL

INTERMEDIATE WALL

STATION

CENTRAL CONTROL

MAINTENANCE BUILDINGS

SECURITY GATE

ACCESS ROAD

102ND AVE. W.

TAINTER VALVE

TAINTER VALVE

TAINTER VALVE

TAINTER VALVE

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AUXILIARY LOCK

MAIN LOCK

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CULVERT VALVE GENERAL NOTES

DRAWINGS WITH THE CORRESPONDING RFI NUMBER.

THE GOVERNMENT THROUGH A REQUEST FOR INFORMATION (RFI), AND IF APPROVED, CLOUDED ON THE SHOP

11. ANY VARIATION TO THE CONTRACT DRAWINGS DESIRED BY THE CONTRACTOR SHALL BE REQUESTED FOR APPROVAL BY

WHEN THE VALVE IS INSTALLED.

ASSEMBLY, INCLUDING ALL APPURTENANCES, BOLTS, AND PAINT. LOCATE THE PLATE IN A LOCATION EASILY VISIBLE

10. EACH VALVE SHALL HAVE ITS OWN IDENTIFICATION NUMBER PLATE SHOWING THE FINAL WEIGHT OF THE VALVE

ALL HOLES AND CUT SURFACES SHALL HAVE A SURFACE ROUGHNESS NOT HIGHER THAN 125 MICRO INCHES.9.

8. DIMENSIONS ARE GENERALLY TO SCALE BUT SHOULD NOT BE SCALED TO OBTAIN FINAL DIMENSIONS.

MACHINED AND FAYING SURFACES AS NOTED IN SPECIFICATIONS. CLEAN AND INSPECT ALL WELDS PRIOR TO PAINTING.

CORROSION RESISTANT SURFACES, IN ACCORDANCE WITH THE SPECIFICATIONS, UNLESS NOTED OTHERWISE. PROTECT

7. PAINT ALL EXPOSED STRUCTURAL STEEL OF THE VALVES AND APPURTENANCES, EXCEPT MACHINED SURFACES AND

DRAWINGS FOR GOVERNMENT APPROVAL IN ACCORDANCE WITH THE SPECIFICATIONS.

THESE CONTRACT DRAWINGS SHALL NOT BE USED AS DETAILED FABRICATION SHOP DRAWINGS. SUBMIT SHOP 6.

MAINTAIN RECORDS OF THE QUALITY CONTROL IN ACCORDANCE WITH THE SPECIFICATIONS.

ESTABLISH AND MAINTAIN A QUALITY CONTROL SYSTEM TO ASSURE COMPLIANCE WITH THE CONTRACT REQUIREMENTS. 5.

DISTORTIONS DUE TO WELDING.

SPECIFIED DIMENSIONS ARE FINAL DIMENSIONS, AND ALLOWANCE MUST BE MADE FOR MACHINING, SHRINKAGE, AND 4.

EXCEPT WHERE STRICTER TOLERANCES ARE SPECIFIED BY THE CONTRACT DOCUMENTS.

WITH THE LATEST EDITION OF THE AMERICAN WELDING SOCIETY'S STRUCTURAL WELDING CODE (AWS D1.1 2020), THE DIMENSIONAL TOLERANCES OF ALL WELDED FABRICATED STRUCTURAL STEEL MEMBERS SHALL BE IN ACCORDANCE 3.

ADJUSTMENTS MADE DURING INSTALLATION).

ALL VALVES SHALL BE IDENTICAL (WITHIN TOLERANCES) AND SHALL BE INTERCHANGEABLE AS-FABRICATED (PRIOR TO 2.

ARE FOR A SINGLE VALVE.

BODY, AND ALL APPURTENANT ITEMS REQUIRED FOR INSTALLATION. "UNIT QTY" SHOWN IN THE CONTRACT DRAWINGS

BID SCHEDULE IN ACCORDANCE WITH THE SPECIFICATIONS. A CULVERT VALVE ASSEMBLY IS COMPRISED OF ONE VALVE

FABRICATE, ASSEMBLE, PAINT, AND DELIVER CULVERT VALVE ASSEMBLIES AS SHOWN ON THE CONTRACT DRAWINGS AND 1.

CULVERT VALVE WELDING NOTES

APPROVAL IN ACCORDANCE WITH THE SPECIFICATIONS.

TYPE OF WELDS REQUIRED. DETAILED WELDING INFORMATION SHALL BE SUBMITTED BY THE CONTRACTOR FOR

9. WELDING SYMBOLS SHOWN ARE THOSE ADOPTED BY THE AMERICAN WELDING SOCIETY AND INDICATE ONLY SIZE AND

(LOCKED-UP) STRESSES AND DISTORTION, AND SHALL BE SUBJECT TO THE APPROVAL OF THE CONTRACTING OFFICER.

WELDING SEQUENCE AND TECHNIQUE OF WELDING SHALL BE CAREFULLY CONTROLLED TO MINIMIZE RESIDUAL 8.

FABRICATION.

7. FABRICATOR IS RESPONSIBLE FOR THE DEVELOPMENT AND QUALIFICATION OF ALL WELDING PROCEDURES USED FOR

SMOOTH.

USE BACKING BARS. BACKING BARS SHALL BE SUBSEQUENTLY REMOVED WITH BASE METAL GROUND FLUSH AND

BEFORE WELDING FROM THE SECOND SIDE. COMPLETE JOINT PENETRATION WELDS WELDED FROM ONE SIDE SHALL

6. COMPLETE JOINT PENETRATION GROOVE WELDS WELDED FROM TWO SIDES SHALL BE BACKGOUGED TO SOUND METAL

SIZES OF REINFORCING FILLETS NEED NOT EXCEED 3/8".

LEAST 25% OF THE THICKNESS THROUGH THE JOINT BEING REINFORCED OR AT LEAST 1/4", WHICHEVER IS GREATER. LEG

5. REINFORCE ALL GROOVE WELDS IN T-JOINTS AND CORNER JOINTS WITH FILLET WELDS WITH LEG SIZES EQUAL TO AT

NOTED OTHERWISE.

4. WRAP FILLET WELD REINFORCEMENT FOR GROOVE WELDS IN T-JOINTS AROUND CORNERS LIKE A SEAL WELD, UNLESS

3. GRIND FLUSH AND SMOOTH ALL GROOVE WELDS IN BUTT JOINTS, UNLESS NOTED OTHERWISE.

DETAIL THIS PAGE.

HAVE A FUSION DEPTH OF AT LEAST 5/16" AND SHALL BE GROUND FLUSH AND SMOOTH. REFER TO TYPICAL SEAL WELD

REINFORCING FILLET WELDS AND SHALL MATCH THEM IN SIZE. GROOVE WELDS FUNCTIONING AS SEAL WELDS SHALL

JOINT. FILLET WELDS FUNCTIONING AS SEAL WELDS SHALL BE CONTINUOUS WITH ADJACENT STRUCTURAL OR

MADE). SEAL WELDS SHALL BE SUBJECT TO THE SAME STANDARD OF QUALITY AS THE OTHER WELDS WITHIN THE SAME

WATERTIGHT FILLET WELDS OR SHORT GROOVE WELDS (AT FLUSH JOINT ENDS WHERE FILLET WELDS CANNOT BE

2. ALL WELDED JOINTS THAT ARE NOT MADE WITH COMPLETE JOINT PENETRATION WELDS SHALL BE SEALED WITH

1. USE MATCHING 70-KSI FILLER METAL FOR ALL WELDED CONNECTIONS UNLESS OTHERWISE NOTED.

CULVERT VALVE FASTENER NOTES

6. FOR DELIVERY, INSTALL BOLTS FOR ATTACHMENT OF SIDE SEAL, TOP SEAL, AND TRUNNION HUB SNUG-TIGHT ONLY.

5. PAINT ALL BOLTS AFTER ASSEMBLY EXCEPT STAINLESS STEEL BOLTS AND FASTENERS CONNECTING RUBBER SEALS.

SHALL BE SHOP PRIMED BUT NOT PAINTED PRIOR TO FINAL ASSEMBLY.

4. ALL STEEL-TO-STEEL FAYING SURFACES OF SIDE SEAL AND TOP SEAL ASSEMBLIES (EXCEPT FOR GALVANIZED ITEMS)

PROVIDED THAT IT DOES NOT INTERFERE WITH ASSEMBLY.

3. PRIME AND PAINT ALL BOLT HOLES UNLESS OTHERWISE NOTED. A MODERATE AMOUNT OF OVERSPRAY IS ACCEPTABLE

OTHERWISE NOTED. REMOVE ALL LUBRICANT PRIOR TO PAINTING. INSTALL ALL OTHER CONNECTIONS SNUG TIGHT.

2. PRETENSION ALL STEEL TO STEEL CONNECTIONS WITH ASTM F3125 BOLTS PER THE SPECIFICATIONS UNLESS

PROVIDE GALVANIZED FASTENER ASSEMBLIES FOR ALL CONNECTIONS OF STEEL TO FRP OR FRP TO FRP. 1.

DESIGN INFORMATION

2. THE ESTIMATED WEIGHT OF A SINGLE COMPLETED VALVE IS 25,000 POUNDS.

WILL LIKELY REQUIRE AT LEAST ONE REPLACEMENT DURING VALVE SERVICE LIFE.

APPROXIMATELY 4,000 OR FEWER LOCK FILLING AND EMPTYING CYCLES PER YEAR. VALVE MECHANICAL COMPONENTS

1. EXPECTED SERVICE LIFE OF VALVE STRUCTURAL COMPONENTS IS 100 YEARS GIVEN ROUTINE MAINTENANCE AND

TESTING

1. PERFORM ALL TESTS IN THE FABRICATION FACILITY PRIOR TO DELIVERY.

TYPICAL SEAL WELD DETAIL

SCALE: NTS

A15

OF ALL WELDED PLATES

WRAP WELD AROUND END

JOINT IS FLUSH

GROOVE WELD IF

USE SHORT

COMPOSITE NOTES

CONNECTIONS BY THREADED INSERT IN THE SHOP DRAWINGS FOR APPROVAL.

PROVIDE, WHERE REASONABLY ABLE, THORUGH-BOLTED CONNECTIONS FOR STEEL COMPONENTS. CLOUD 9.

REQUESTED AND APPROVED BY THE COR. STEEL BACKER PLATES ARE NOT NECESSARILY SHOWN IN THE DRAWINGS.

PROVIDE A STEEL BACKER PLATE 3/8" THICK FOR ALL THROUGH-BOLTED CONNECTIONS UNLESS SPECIFICALLY 8.

ALL BOLTED CONNECTIONS THAT INCLUDE AN FRP SECTION ARE TO BE SNUG-TIGHT ONLY. 7.

SECTION 06 90 00. ALL PERMANENT BOLTS SHALL RECEIVE AN APPROVED THREAD-LOCKER MATERIAL.

FOR ALL PERMANENT STRUCTURAL CONNECTIONS, ADHESIVELY BOND AND BOLT AS REQUIRED IN SPECIFICATION 6.

FOR ANY CONTINUOUSLY MOLDED PART, PROVIDE A MINIMUM 6" RADIUS BETWEEN MEMBERS.5.

SUBMERSIBLE PUMP TO BE LOWERED THROUGH.

SIZE CROSS BRACING SUCH THAT THE SMALLEST DIMENSION THROUGH IS 3'-6" TO ALLOW ACCESS FOR A SMALL 4.

COLOR OF THE RESIN AND EXTERIOR POLYMER COATING MUST BE PIGMENTED GREY.3.

AND SMOOTH EDGE WITH NO CORE MATERIAL EXPOSED. WRAP MUST EXTEND A MINIMUM OF 6 INCHES ON BOTH FACES.

ALL EDGES MUST BE WRAPPED WITH AT LEAST 200 OZ/YD² OF FACE LAMINATE MATERIAL TO CREATE A CONTINUOUS 2.

STRUCTURES MUST BE WATERTIGHT SUCH THAT WATER CANNOT PENETRATE THE STRUCTURES EXTERIOR SURFACES.1.

CENTER LINEC

CENTER OF GRAVITYCG

FIBER REINFORCED POLYMERFRP

ABBREVIATIONS

LEGEND

FIBERGLASS REINFORCED POLYMER (FRP)

RUBBER

NEW STEEL

EXISTING STEEL

EXISTING CONCRETE

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SHOWN IN THE APPROVED SHOP DRAWINGS.

MAY BE REQUIRED DEPENDENT ON THE DESIGN PROCESS AND WILL BE

BASED ON APPROVED SHOP DRAWINGS. ADDITIONAL CONTROL DIMENSIONS

TAINTER VALVE DEPICTED IN THESE PLANS. ACTUAL DIMENSIONS MAY VARY

THE DESIGN VALUE DIMENSIONS PROVIDED REPRESENT THE CONCEPTUAL 6.

OPPOSITE SIDE.

DIMENSIONS MARKED WITH AN ASTERISK ARE TO BE MEASURED ON THE 5.

AS DESCRIBED AND SHOWN ON THE CONTROL DIMENSION SHEETS.

METHODS OF MEASUREMENT WHERE FEASIBLE TO VERIFY THE TOLERANCES

THE CONTRACTOR MAY UTILIZE POSITION, PROFILE, OR ALTERNATIVE 4.

CONCENTRICITY BETWEEN BOTH TRUNNION BARREL BORES ON EACH VALVE.

COAXIALLY BY POSITION, PARALLELISM, AND TO ACHIEVE AN AXIS

CONTROL THE ALIGNMENT OF THE TRUNNION YOKE BORES TO MAINTAIN 3.

PROVIDED IN THE PRESENCE OF THE CONTRACTING OFFICER.

MEASURE AND RECORD ALL CONTROL DIMENSIONS SHOWN IN THE TABLE 2.

TAINTER VALVE TO ENSURE FIT AND FUNCTION.

ESTABLISH AND MAINTAIN FABRICATION DIMENSIONAL CONTROL OF THE 1.

DIMENSION NOTES

+/- 1/8"16'-10 5/16"CL TRUNNION TO CL OF BOTTOM SEAL14

+/- 1/4"11'-3"INSIDE FACES OF LIFTING EYES13

+/- 1/4"20'- 9 11/16"CL TRUNNION TO BOTTOM CORNER OF SKIN PLATE12

+/- 1/4"20'- 9 1/16"CL TRUNNION TO TOP CORNER OF SKIN PLATE11

+/- 1/4"20'- 9 11/16"CL TRUNNION TO BOTTOM CORNER OF SKIN PLATE10

+/- 1/4"20'- 9 1/16"CL TRUNNION TO TOP CORNER OF SKIN PLATE9

+/- 3/8"12'-0 1/2"OUT TO OUT OF TRUNNION ARMS8

+/- 1/8"12'-0 1/2"OUT TO OUT OF TRUNNION ARMS7

+ 1/8" - 3/8"17'-0"CL TRUNNION TO OUTSIDE OF SKIN PLATE6

+ 1/8" / - 3/8"17'-0"CL TRUNNION TO OUTSIDE OF SKIN PLATE5

+/- 1/8"9'-6"WIRE ROPE WEAR PLATES AND PAD EYES4

+1/4/- 1/2"12'-6"OUTSIDE FACES OF SKIN PLATE3

+1/4/- 1/2"12'-6"OUTSIDE FACES OF SKIN PLATE2

+/- 1/8"10'-8"INSIDE FACES OF TRUNNION YOKE1

DEVIATIONMEASURED VALUETOLERANCEDESIGN VALUEDESCRIPTIONDIMENSION

TAINTER GATE CONTROL DIMENSIONS

A1

ELEVATION - UPSTREAM

SCALE: 3/8"=1'-0"

A9

ELEVATION - PROFILE

SCALE: 3/8"=1'-0"

H1

PLAN

SCALE: 3/8"=1'-0" 4'0 2' 8'

4'0 2' 8' 4'0 2' 8'

NOTE: SEAL ANGLE AND SEAL NOT SHOWN FOR CLARITY.

NOTE: SEAL ANGLE AND SEAL NOT SHOWN FOR CLARITY.

LC BOTTOM SEAL

BORE HOLES

C TRUNNION YOKEL

NOTE: SEAL ANGLE AND SEAL NOT SHOWN FOR CLARITY.

9'-6"

CL CL

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®of Engineers

US Army Corps

U .S

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IA

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S-003

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LOADING DIAGRAM

SCALE: 1/4"=1'-0' 0 4' 8'2'

EL 522.0

FLOOR OF CULVERT

LOAD COMBINATION 1: STRENGTH LIMIT STATE, VALVE CLOSED

EL 534.5

TOP OF CULVERT

EL 554.0

TOP OF WALL

EL 522.0

FLOOR OF CULVERT

LOAD COMBINATION 2: STRENGTH LIMIT STATE, VALVE OPEN

EL 534.5

TOP OF CULVERT

EL 554.0

TOP OF WALL

EL 522.0

FLOOR OF CULVERT

LOAD COMBINATION 3: STRENGTH LIMIT STATE, VALVE OPEN

EL 534.5

TOP OF CULVERT

EL 554.0

TOP OF WALL

EL 522.0

FLOOR OF CULVERT

LOAD COMBINATION 6: FATIGUE LIMIT STATE

EL 534.5

TOP OF CULVERT

EL 554.0

TOP OF WALL

EL 522.0

FLOOR OF CULVERT

LOAD COMBINATION 4: STRENGTH LIMIT STATE, VALVE JAMMED

EL 534.5

TOP OF CULVERT

EL 554.0

TOP OF WALL

EL 536.5

9'-11 15/16"

'-8 /8

R O F

CG

9'-11 15/16 "

D

'-8 /8

R O F

CG

9'-11 15/16 "

'-8 /8

R O F

CG

9'-11 15/16 "

'-8 /8

R O F

CG

LC TRUNNION

Fs

EL 536.5

LC TRUNNION

FtFt

Ft

D

G

G

D

G

D

MOMENTKIP*FTxxx13.413.4xFtTRUNNION FRICTION

RADIAL DISTRIBUTEDLBFxxxx1090.41090.4xFsSIDE SEAL FRICTION

FRICTION

RADIAL DISTRIBUTEDKIPxxx44.5 / 19.114.9 / 0.07.9 / 7.9xQrWIRE ROPE REACTION

POINTKIPxxx52.9 / 22.717.7 / 0.08.9 / 8.9xQtWIRE ROPE LIFTING

MACHINERY LOAD

OPERATING

MOMENTKIP*FT158.2158.2316.4x158.2158.2158.2HdHYDRODYNAMIC LOAD

HEAD DIFFERENTAILFT16.09.018.09.016.016.016.0HsHYDROSTATIC LOAD

HYDRAULIC

POINTKIPxxx0.60.60.6xGGRAVITY LOAD

POINTKIP25.0xx25.025.025.025.0DDEAD LOAD

WEIGHT

LOAD TYPELOAD UNITS76b6a4321SYMBOLTITLEDESCRIPTION

LOAD COMBINATIONS AND LOADS

EL 536.5

LC TRUNNION

EL 536.5

LC TRUNNION

31.

21°

/8

10'-9 7/16 "

31.

21°

Hs

31.

21°

Hs

17'- 1 1 /8"

R

31.

21°

31.

21°

17'- 1 1 /8"

R

/8

10'-9 7/16 "

/8

10'-9 7/16 "

HdHdHd

Hd

QtQt

Qt

Hs

'-4

"Qr

Hs

'-4

"Qr

Hs

'-4

"Qr

LOCATION TO PRODUCE THE MAXIMUM SHEAR AND MOMENT EFFECTS.

(D AND G) WHEN CLOSING ON AN OBSTRUCTION. ASSUME OBSTRUCTION

DESIGN THE BOTTOM SEAL FRP SECTION TO WITHSTAND ALL SELF-WEIGHT 4.

CALCULATED WEIGHT AND CENTER OF GRAVITY.

EFFECTS AND 1.2 WITHOUT HYDRODYNAMIC EFFECTS. USE ACTUAL

OWN SELF-WEIGHT WITH A SAFETY FACTOR OF 1.1 WITH HYDRODYNAMIC

LOAD CASE 7 IF FOR BUOYANCY TO ENSURE VALVE WILL CLOSE DUE TO IT'S 3.

OF LOAD.

SLASH. SEE LOAD TABLE COLUMN "LOAD TYPE" FOR SPECIFIC APPLICATION

MACHINERY LOADS ARE FOR EACH WIRE ROPE, SEPARATED BY A FORWARD

RESULTANT LOADS FOR THE TOTAL STRUCTURE ARE SHOWN. OPERATING 2.

EARTHQUAKE WHICH IS NOT REQUIRED.

HYDRAULIC STEEL STRUCTURES (2022). LOAD COMBINATION 5 IS FOR

LOAD COMBINATIONS SHOWN ARE ADOPTED FROM EM1110-2-2107 DESIGN OF 1.

GENERAL SHEET NOTES

FLOW

FLOW FLOW FLOW

FLOW

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US Army Corps

U .S

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C S

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S c h u m a c h e r, C h ri s to p h e r

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PLAN - TAINTER VALVE

SCALE: 1/2"=1'-0" 0 2' 4'1' A11

ISOMETRIC - TAINTER VALVE

SCALE: 1/2"=1'-0" 0 2' 4'1'

PLATE

WEAR

ROPE

C WIREL

PLATE

WEAR

ROPE

C WIREL

WIRE ROPE WEAR PLATES

WIRE ROPE PAD EYES

PRIMARY LIFTING PAD EYES

CROSS BRACING

TRUNNION YOKE

BOTTOM SEAL ASSEMBLY

C TRUNNION ARML

SIDE SEAL ASSEMBLY

MAINTENANCE.

MAXIMIZE THROUGH-ACCESS OF TAINTER VALVE FOR INSPECTION AND 2.

INSTALLATION.

MAINTAIN SUFFICIENT ACCESS TO THE TRUNNION PINS FOR REMOVAL AND 1.

GENERAL SHEET NOTES

C TRUNNION YOKEL

C TRUNNION ARML

C TRUNNION YOKEL

16'-3 15/16 "

TRUNNION

LC

LIFTING

LC

TOP SEAL ASSEMBLY

TRUNNION ARMS

PIN ASSEMBLY

D

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L A

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US Army Corps

U .S

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ELEVATION - TAINTER VALVE SIDE

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

FLOW

0 2' 4'1' A11

ELEVATION - TAINTER VALVE FRONT

SCALE: 1/2"=1'-0" 0 2' 4'1'

17'-0" TO

O

UTSIDE O

F VALVE

R

8'-7 5/16 "

C BOTTOM SEALL

9'-6"

C WIRE ROPE WEAR PLATEL

C WIRE ROPE PAD EYEL

11'-6"

C LIFTING EYEL

C TRUNNION YOKEL

C WIRE ROPE WEAR PLATEL

C WIRE ROPE PAD EYEL

S-502-A1 TYP OF 2

S-502-A6

S-502-A12 TYP OF 2

TYP OF 2

11'-4 1/2 "

WHERE FLOW SEPARATION WILL OCCUR.

BOTTOM LIP GEOMETRY TO BE TOUGH, SHARP CORNERS AT LOCATIONS 2.

SATISFACTORY PERFORMANCE.

OPERATION. SELECT OR DESIGN APPROPRIATE MATERIAL FOR

BOTTOM EDGES OF VALVE EXPERIENCE HIGH ABRASION DURING NORMAL 1.

GENERAL SHEET NOTES

C LIFTING EYEL

C TRUNNION YOKEL

C TRUNNIONL

C TRUNNIONL

S-301

A1

S-301

A11

S-301

H11

S-301

H1

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SECTION - SIDE SEAL

SCALE: 3"=1'-0"

A11

SECTION - BOTTOM SEAL

SCALE: 3"=1'-0"

6"0 3" 1'

6"0 3" 1' 6"0 3" 1'

TOP SEAL CLAMPING BAR

TOP SEAL BEAM

S-503-X1

SEAL CLAMPING BAR

S-503-A13

SIDE SEAL

S-503-A1

SIDE SEAL ANGLE

BAR

ANGLE CLAMPING

S-504-K1

BOTTOM SEAL

Ø3/4" BOLTS TYP

AT 6" ALONG LENGTH

Ø3/4" BOLTS SPACED

SPACED AT 6" ALONG LENGTH

Ø3/4" COUNTERSUNK BOLTS

FOR FUTURE REPLACEMENT

BOLT CONNECTION WITH ACCESS

Ø3/4" BOLTS TYP PROVIDE THRU-

SILL BEAM ASSEMBLY

EXISTING EMBEDDED

LEDGE ANGLE ASSEMBLY

TOP SEAL BEAM AND

EXISTING EMBEDDED

H1

SECTION - TOP SEAL

SCALE: 3"=1'-0"

SIDE SEAL

EXISTING EMBEDDED

TOP SEAL

S-504-F1

S-504-A1

CLAMPING BAR

TOP SEAL

S-504-X1

S-504-A12

S-504-F12

ALONG LENGTH

BOLTS SPACED AT 6"

Ø3/4" COUNTERSUNK

S-504-X2

H11

SECTION - TRUNNION

SCALE: 1 1/2"=1'-0" 1' 2'0 6"

/4 P

R E

S E

T

/4

1'-11 7/8 "

3'-9 7/8 "

1/4 " PRESET

BEARING

TRUNNION

EXISTING

CLEARANCES

TO MAINTAIN EXISTING

AND TRUNNION YOKE

DESIGN TAINTER GATE

S-501-A1

S-501-D13

S-503-X2

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

J1

ISOMETRIC

1 1/2"=1'-0"SCALE: 1' 2'0 6"

1' 2'0 6"

J6

SECTION

SCALE: 3"=1'-0"

Ø .5

/2

/2

10"

5" 5"

1/

11 5/8 "

W

IT

H B

U

SH

IN

G

FN

FI

T

TYP

GRADE BD FITTED BOLTS

HOLES FOR ASTM A354

F N

F

IT

W

IT

H B

U S

H

IN

G

AFTER ASSEMBLY OF HALVES

COMPLETE FINAL BORE

S-501-A7

SCALE: 3"=1'-0"

A7

6 3/4 "R

5 1/4 "5 1/4 "1 3/8 "

/4

/2

1'-1 1/4 "

6"0 3" 1'

13/16 "

1 3/8

13/ 16 "

S-501-A11

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

A11

S-501-D7

D7

S-501-D13

D13

6"0 3" 1'

Ø 7.500 "

RC7 FIT WITH BUSHING

S-501-A15

A15

RC7 FIT WITH PIN

TRUNNION YOKE

FN2 FIT WITH

5/

1'-0

1' -0

7 5 /8 "

1' 2'0 6" 1' 2'0 6"

/4

/2 " 9"

1' 2'0 6"1' 2'0 6"

7.500"

9.500"

SECTION - GREASE GROOVE

J13

1' 2'0 6"

4 SP @ 90°

DEVELOPED

CIRCUMFERENCE

FULL INNER

/4

/4

J17

SCALE: 1"=1"

DETAIL - GREASE GROOVE

0 1" 2"1/2"

3/8 "

/1

/8 T

Y P

R

1/16 "

/4

1/8 "

4140 HTTRUNNION PIN2S-501-D12

ASTM B271 ALLOY UNS NO. C954001/8" THRUST WASHER4S-501-A15

ASTM B271 ALLOY UNS NO. C954001/16" THRUST WASHER8S-501-A11

ASTM B271 ALLOY UNS NO. C95400TRUNNION BUSHING2S-501-D7

ASTM A36KEY2S-501-A7

ASTM A668 CLASS G FORGINGTRUNNION YOKE4S-501-A1

MATERIALDESCRIPTIONQTYMARK NO

BILL OF MATERIALS

PROVIDE PIPE PLUG FOR GREASE PORT IN EACH PIN.3.

YOKE DESIGN.

WASHER THICKNESS AND QUANTITY MAY BE ALTERED BASED ON TRUNNION

PROVIDE PIN, TRUNNION BUSHING, KEY, AND THRUST WASHERS AS SHOWN.2.

MATERIALS MAY BE USED SUBJECT TO GOVERNMENT APPROVAL.

YOKE. MAINTAIN THE DIMENSIONS AND FITS SHOWN. ALTERNATIVE

AND HAS NOT BEEN DESIGNED. DESIGN A SHEAR CONNECTION TRUNNION

THE TRUNNION YOKE SHOWN IS DETAILED PER THE ORIGINAL CONNECTION 1.

GENERAL SHEET NOTES

DRILL AND TAP

Ø 3/4"x10 UNC 1 1/4" DEEP

YOKE

C TRUNNIONL

MAXIMUM

/4

/4

R

CHAMFER

1/4" x 45°

S-501

J6

S-501

J13

S-501

J17

D

N D

C

IN

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N D N

A V

A G

A T

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N C

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T E

R L

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

A

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U .S

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A1 S-502-A1

SCALE: 3" = 1'-0"

A6 S-502-A6

SCALE: 3" = 1'-0"

ASTM A240WIRE ROPE WEAR PLATE2S-502-A12

ASTM A709 GR50 T2PRIMARY LIFTING PAD EYES2S-502-A8

ASTM A709 GR50 T2LOWER LIFTING PAD EYES2S-502-A1

MATERIALDESCRIPTIONQTYMARK NO

BILL OF MATERIALS

A12 S-502-A12

SCALE: 1"=1'-0" 0 1' 2'6"

EDGES

SHARP

REMOVE

6"0 3" 1' 6"0 3" 1'

1"

4 1/2 "

1'-0"

WITH GATE VALVE

BEARING SURFACE

ACHIEVE 100%

MILL SURFACE TO

/2

2.0

0.0

1 1/2 "

/4

/4

/4

/2

2" PLATE

F3125 GRADE A325 BOLT

Ø1 1/16" HOLE FOR 1" ASTM

1/2" PLATE

/8

/2

11 1/2 "

1'-2"

5 3/4 "

/2

R

3"

/4

/2

1 1/4 "

2"

F3125 GRADE A325 BOLT

Ø13/16" HOLE FOR 3/4" ASTM

1 1/2" PLATE

/4

7"

1'-0"

4 1/2 "

7 1/2 "

10 1/2 "

'-0

R

A17

S-502-A17 PL DEVELOPED

SCALE: 1"=1'-0" 0 1' 2'6"

L12

SECTION

SCALE: 6"=1'-0" 3"0 6"1-1/2"

5" MIN

2 1/2 " MIN

17'-0"

R

1 1/4 "

/1

10"

/2

R

2"

R

+0 .01

/1 "T

Y P T

Y P

/16

TYP

ROPE WEAR PLATE.

PROVIDE STAINLESS STEEL BOLTS AND NUTS FOR ATTACHING THE WIRE 3.

CONNECTION.

PRIMARY AND LOWER LIFTING PAD EYES REQUIRE A THROUGH-BOLT 2.

CONNECTION DESIGN.

SPACING, SIZE, AND QUANTITY ARE TO BE DETERMINED BY THE FRP

WEAR PLATE ARE SUFFICIENT IN STEEL DESIGN. BASE PLATE SIZES, BOLT

THE LOWER LIFTING PAD EYES, PRIMARY LIFTING PAD EYES, AND WIRE ROPE 1.

GENERAL SHEET NOTES

1 1/4 " 9 /1

R

/4

AS DETERMINED BY FRP DESIGN

+ 1"/-3" SPACING PERMITTED,

STAGGERED SPACING

/2

1 1/4 " 1 1/4 "

/1

(3/8)

(3/8)

(3/8)

(3/8)

S-502

A17

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ASTM A36ANGLE CLAMPING BAR2S-503-X2

ASTM A36SEAL CLAMPING BAR2S-503-X1

NEOPRENE RUBBERRUBBER SEAL, OPP HAND1S-503-A13-2

NEOPRENE RUBBERRUBBER SEAL1S-503-A13-1

ASTM A36SEAL ANGLE, OPP HAND1S-503-A1-2

ASTM A36SEAL ANGLE1S-503-A1-1

MATERIALDESCRIPTIONQTYMARK NO

BILL OF MATERIALS

S-503-A1 - SIDE SEAL ANGLE

SCALE: 1"=1'-0"

A1

S-503-A13 - RUBBER SEAL

A13

SECTION

SCALE: 3"=1'-0" 6"0 3" 1'M1

SECTION

SCALE: 3"=1'-0" 6"0 3" 1'M5

0 1' 2'6"0 1' 2'6"

'-8 /8

'-7 /1

7" 3 /4

/8

R

L8x8x3/4"

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C TRUNNIONL C TRUNNIONL

S

P A

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S

P A

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'-0

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SLOT Ø 13/16" x 1 7/8"

Ø 13/16" TYP

1"

1 7/8

13/16 "

13/16 "

2 1/4 "

1 9/16 "

17'-2 7/8

R

17'-0

CONTACT WITH SEAL.

4. BREAK ALL SHARP EDGES AND REMOVE ALL BURRS ON ALL STEEL TO BE IN

PROVIDE SHIM PACKS AS FINGER SHIMS WITH A MAXIMUM LENGTH OF 4'-0".3.

HOLE LOCATION OF SEAL ANGLE (S-503-A1).

ALL CLAMPING BARS ARE TO BE CONTINUOUS AND MATCH LENGTH AND BOLT 2.

DETAILS MAY BE ADJUSTED BASED ON FRP DESIGN GENERAL SHEET NOTES.1.

GENERAL SHEET NOTES

SLOT Ø 13/16" x 1 7/8"

V A

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4 5/8 "

135°

1/16" CLADDING

S-503-A9 - ANGLE DEVELOPED

A9

0 1' 2'6"

2 3/4 "

4 3/4 "

/4

S

P A

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VALVE IS SKEWED BY 2"

HOLES CONNECTING TO

CENTER LINE OF SLOTTED

R 1/2"

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6 1/16"

6 3/8 "

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S-504-A1

SCALE: 3"=1'-0"

A1 S-504-A12

A12

6"0 3" 1'6"0 3" 1'

S-504-F1

SCALE: 3"=1'-0"

F1 S-504-F12

F12 6"0 3" 1'6"0 3" 1'

S-504-K1

K1 6"0 3" 1'

ASTM A36TOP SEAL CLAMPING BAR1S-504-X2

ASTM A36TOP SEAL CLAMPING BAR1S-504-X1

ASTM A27BOTTOM SEAL1S-504-K1

NEOPRENE RUBBERTOP SEAL CORNER PIECE, OPP HAND1S-504-F12-2

NEOPRENE RUBBERTOP SEAL CORNER PIECE1S-504-F12-1

NEOPRENE RUBBERTOP SEAL 1S-504-F1

ASTM A992TOP SEAL CORNER BEAM, OPP HAND1S-504-A12-2

ASTM A992TOP SEAL CORNER BEAM1S-504-A12-1

ASTM A992TOP SEAL BEAM 1S-504-A1

MATERIALDESCRIPTIONQTYMARK NO

BILL OF MATERIALS

12'-4 1/2"

1 1/2 "

1"

1/8 "

R

9'-4"

9'-1"

1'-6"

1'-4 1/2 "

/2

3/4 "

/8

R

/2

3/4 "

/8

R

WT 8x33.5 WT 8x33.5

22 SPACES @ 0'-6" = 11'-0"

3"3"

5/8 " 5/8 " /2

R

5 5/8 " 5 5/8 "

3/

R 3/ 8"

R

2 1 /4 "

2 1 /4 "

5/8 "

5/8 "

2 SPACES @ 0'-6" = 1'-0"

17 SPACES @ 0'-6" = 8'-6" 5"5"

2 1/4 "3 3/4 "

3/ 8 "

R

1/ 8 "

R

3/8 "

R

2 1/2 "

DETAILS MAY BE ADJUSTED BASED UPON FRP DESIGN1.

GENERAL SHEET NOTES

17 SPACES @ 0'-6" = 8'-6"

2 SPACES @ 0'-6" = 1'-0"

3 1/2 " 6"2 1/4 "

2 1/4 "

/16 " T

YP

13/16

" TYP

/1 T

Y P

/16

TYP

17 SPACES @ 0'-6" = 8'-6"

/8

3/ T

Y P

/8

1'-0"

/8

/1 " T

Y P

/8

/8

/8

/1

/1

TOP ANGLE AS NECESSARY

PROVIDE CUT OUT OF

/2

R

5 1/4 " 5 1/4 "

/1 T

Y P

/2

/2 " 9

3/ 8 "

R

6"

3 1/2 "

3 1/2 "3 1/2 "

2 1/4 " 2 1/4 "

1"