W912EK19R0002_Drawings.pdf

PDF 5 MB Posted Oct 31, 2018

Attached to: Poe Lock Stoplog Fabrication
Solicitation number: W912EK19R0002
Issued by: Department of the Army Corps of Engineers Engineering District Rock Island

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W912EK19R0002 Drawings

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File	Type	Posted
A22_-_Amendment_Drawings.pdf	PDF	Nov 20, 2018
W912EK19R0002_Amendment_0002.pdf	PDF	Nov 20, 2018
W912EK19R00002_Amendment_0001.pdf	PDF	Nov 1, 2018
W912EK19R0002_Amendment_0001_Drawings.pdf	PDF	Nov 1, 2018
W912EK19R0002_Past_Performance_Appendix_D_-_Enclosures_1_&_2.pdf	PDF	Oct 31, 2018
W912EK19R0002.pdf	PDF	Oct 31, 2018

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SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

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V E of Engineers

US Army Corps

WILLIAM D. MERTE P.E., CHIEF COST & GENERAL ENGINEERING BRANCH

PHILLIP C. ROSS P.E., CHIEF ENGINERRING & CONSTRUCTION OFFICE

MARIE STRUM P.E., CHIEF ENGINEERING & TECHNICAL SERVICES

REQUIRED BY ER 1110-1-8152

PROJECTS DOCUMENTS WITHIN THE SCOPE OF THEIR EMPLOYMENT AS

REGISTRATION DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE

ARMY CORPS OF ENGINEERS. THE INITIALS OR SIGNATURES AND

THE PROJECT WAS DESIGNED BY THE DETROIT DISTRICT OF THE U.S.

NICHOLAS J. ZAGER P.E., CHIEF GEOTECHNICAL & STRUCTURES BRANCH

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SAULT STE. MARIE, MI

CHIPPEWA COUNTY

WHITEFISH ISLAND

EDISON

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MICHIGAN

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PORTAGE AVENUE EMELINE ST

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ILLINOIS

MICHIGAN

WISCONSIN

MINNESOTA

LOCATION MAP

AREA OFFICE

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POE LOCK STOPLOG FABRICATION

30OCT2018

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W912EK19R0002

CERTIFIED FINAL - READY TO ADVERTISE

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CORPS OF ENGINEERS

DETROIT DISTRICT

Increase Profit...Submit VECP'S

Value Engineering

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NICHOLAS J. ZAGER /S/

WILLIAM D. MERTE /S/

PHILLIP C. ROSS /S/

PHILLIP C. ROSS ACTING FOR MARIE STRUM /S/

FREDERICK R. JOERS /S/

FREDERICK R. JOERS P.E., DIRECTOR INDC

GRID SPACE DETAIL IS LOCATED

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DETAIL CALL OUT

NOTES SPECIFIC TO THIS TITLE

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114'-0"

STOPLOG #1 BEARS ON CONCRETE SILL OF LOCK CHAMBER

ELEVATION 37.83' ABOVE CONCRETE SILL

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114'-0"

STOPLOG #1 BEARS ON CONCRETE SILL OF LOCK CHAMBER

ELEVATION 37.83' ABOVE CONCRETE SILL

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PLATES

END OF ALL WELDED

WRAP WELD AROUND

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DIMENSIONAL TOLERANCESGENERAL STOPLOG NOTES STOPLOG WELDING NOTES

FRACTURE CRITICAL MEMBERS

TESTING REQUIREMENTS

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A GOVERNMENT REPRESENTATIVE MUST BE PRESENT DURING THE MEASURING OF CONTROL DIMENSIONS.7.

".16 1THE SURFACES OF THE SKIN PLATE TO NOT VARY FROM A TRUE VERTICAL PLANE BY MORE THAN 6.

WITH THE SPECIFICATIONS.

ALL OTHER DIMENSIONS PROVIDED ON SHEET S-002 TO NOT VARY BY MORE THAN THE REQUIREMENTS IN ACCORDANCE 5.

DRAWINGS.

" FROM THAT CALCULATED WITH DIMENSIONS SHOWN IN THE 8

1THE END FRAMES (13-14) TO NOT VARY BY MORE THAN

TO ASSURE SQUARENESS, COMMON DIAGONAL DISTANCE MEASURED BETWEEN THE HORIZONTAL GIRDERS BETWEEN 4.

INTENDED PURPOSE.

MEASURE ALL FINAL DIMENSIONS WITH THE STOPLOG FULLY SUPPORTED ON BEARING SEALS AS IF INSTALLED FOR 3.

SHRINKAGE, AND DISTORTIONS DUE TO WELDING.

DIMENSIONS SHOWN OR CALLED ARE FINAL DIMENSIONS AND ALLOWANCES MUST BE MADE FOR MACHINING, 2.

(AWS D1.5) LATEST EDITION. MACHINING MAY BE REQUIRED TO MEET DIMENSIONAL REQUIREMENTS.

WITH THE REQUIREMENTS OF THE SPECIFICATIONS AND THE AMERICAN WELDING SOCIETY, BRIDGE WELDING CODE

THE DIMENSIONAL TOLERANCES OF ALL WELDED FABRICATED STRUCTURAL STEEL MEMBERS TO BE IN ACCORDANCE 1.

THE FOLLOWING ARE IN ADDITION TO AWS D1.5 REQUIREMENTS:3.

BE DONE AS EARLY AS POSSIBLE IN THE PROJECT TO ASSURE THE QUALITY OF THE PROCEDURE AND PROCESS.

TEST ALL WELDS ON FRACTURE CRITICAL MEMBERS IN ACCORDANCE WITH AWS D1.5 SUBSECTION 12.1. THE TESTING TO 2.

TO THE JOB SITE.

APPROVED BY THE GOVERNMENT. PERFORM ALL TESTS IN THE FABRICATION FACILITY PRIOR TO PAINTING AND DELIVERY

A DOCUMENTATION PROCEDURE FOR ALL NONDESTRUCTIVE TESTING TO BE PROPOSED BY THE CONTRACTOR AND 1.

PLANS AND SPECIFICATIONS.

UNLESS OTHERWISE EXCLUDED BY NOTATION. NOTE THAT THE TERMS "STOPLOG" AND "BULKHEAD" ARE USED INTERCHANGEABLY THROUGHOUT

ALL REFERENCES TO "STOPLOG" IN THE PLANS AND SPECIFICATIONS REFERS TO ALL (8) EIGHT STOPLOGS, INCLUDING THE FILLING STOPLOG 26.

ARE IDENTICAL EXCEPT WHERE SPECIFIED.

PLANS DEPICT (8) EIGHT TOTAL STOPLOGS INCLUDING (7) SEVEN STOPLOGS AND (1) ONE FILLING STOPLOG. ALL SECTIONS, DETAILS AND PARTS 25.

STOPLOG SHOWN IN PLANS IS SYMMETRICAL ABOUT THE SPECIFIED CENTERLINE. HALF-STOPLOG IS SHOWN FOR CLARITY OF DETAILS. 24.

DRAWINGS IN ACCORDANCE WITH SPECIFICATION 05 59 13 AND SUBMIT TO GOVERNMENT FOR APPROVAL.

THESE CONTRACT DRAWINGS ARE NOT INTENDED TO BE, AND NOT TO BE USED AS, DETAILED FABRICATION SHOP DRAWINGS. SUBMIT SHOP 23.

SHOWN ON SHEET S-501. ESTIMATED STOPLOG WEIGHT: 97,000 POUNDS. ESTIMATED FILLING STOPLOG WEIGHT: 99,200 POUNDS.

22. SUBMIT THE FINAL WEIGHT OF THE GATE ASSEMBLY INCLUDING ALL BOLTS, SEALS, SLIDES, VALVES AND PAINT, WHICH IS TO BE DISPLAYED AS

EACH STOPLOG TO HAVE ITS OWN IDENTIFICATION NUMBER PLATE AS SHOWN ON SHEET S-501.21.

A BEVELED SLOPE OF 2.5H:1V OR GREATER IN ACCORDANCE WITH AWS D1.5.

UNLESS OTHERWISE SHOWN, FOR ANY TRANSITIONS BETWEEN DIFFERING PLATE THICKNESSES OR WIDTH, THE LARGER OF THE PLATES TO HAVE 20.

ALL DRAIN HOLES TO BE SIX (6) INCHES IN DIAMETER AND GROUND SMOOTH UNLESS OTHERWISE NOTED.19.

ALL HOLES AND CUT SURFACES TO HAVE A SURFACE ROUGHNESS NOT HIGHER THAN 125 MICRO INCHES.18.

ALL WASHERS TO BE ASTM F436 GALVANIZED PLATE HARDENED WASHERS FOR ALL BOLTED CONNECTIONS, UNLESS OTHERWISE SHOWN.17.

ALL BOLTS TO HAVE SUFFICIENT LENGTH TO FULLY ENGAGE THE NUT.16.

REMOVE ALL LUBRICANT REMAINING ON EXPOSED NUT SURFACES.

ALL NUTS FOR BOLTS TO HAVE LUBRICANT AT LEAST ON THE THREADS AND ONE BEARING FACE. AFTER TENSIONING AND PRIOR TO PAINTING, 15.

SURFACE FINISHES TO CONFORM TO THE MOST CURRENT ANSI STANDARD B46.1 - CODE FOR "SURFACE TEXTURE."14.

ALL WELDS PRIOR TO PAINTING.

PAINT ALL EXPOSED STRUCTURAL STEEL OF THE STOPLOG AND APPURTANCES IN ACCORDANCE WITH THE SPECIFICATIONS. CLEAN AND INSPECT 13.

THE ITEM OF WORK BEING FURNISHED.

WORKMANSHIP TO BE OF THE HIGHEST GRADE IN ACCORDANCE WITH THE BEST MODERN PRACTICES TO CONFORM TO THE SPECIFICATIONS FOR 12.

SEE SPECIFICATIONS FOR PAINT PRIMER FOR GALVANIZED STEEL.

COAT ALL FAYING SURFACES WITH ZINC-RICH PRIMER, VZ-108d, PRIOR TO ASSEMBLY UNLESS IDENTIFIED AS SLIP-CRITICAL. PAINT ALL BOLTS. 11.

UHMW-PE SLIDES.

PLAIN (UNCOATED) BOLTS ARE TYPICAL FOR USE THROUGHOUT THE STRUCTURE. USE GALVANIZED BOLTS FOR BOLTS ATTACHING SEALS AND 10.

EXCESSIVE DEFORMATION OF SEAL OR SLIDERS.

ALL BOLTS FOR BLOCK SEALS AND UHMW-PE SLIDERS ARE TO BE ASTM A3125 GRADE A325. TORQUE BOLTS TO A MINIMUM OF 50 FT-LBS WITHOUT 9.

ALL COUNTER-SUNK BOLTS TO BE ASTM A449 HEX DRIVE FLAT SOCKET SCREWS.8.

TURN.6

1MARKING AND ROTATING THE NUT

THREE WEEKS AFTER INITIAL BOLT TENSIONING FOR FINAL ASSEMBLY, PRETENSION ALL BOLTED STRUCTURAL CONNECTIONS BY MATCH 7.

CONNECTIONS WITH THREADS EXCLUDED FROM THE SHEAR PLANES. PREP AND PRIME ALL DRILLED HOLES FOR BOLTED CONNECTIONS.

UNLESS OTHERWISE NOTED, ALL BOLTS TO BE ASTM F3125 GRADE A325 AND ALL STRUCTURAL CONNECTIONS TO BE FULLY PRETENSIONED 6.

PLAN SET TO BE HELD TO THE FRACTURE CRITICAL MEMBER CRITERIA AS DEFINED IN AWS D1.5M/D1.5.

IN ACCORDANCE TO THE SPECIFICATIONS, ALL PARTS DIRECTLY WELDED TO MEMBERS IDENTIFIED AS "FRACTURE CRITICAL MEMBERS" IN THIS 5.

APPLYING REQUIREMENTS IN SECTION 10.2. SAMPLE AND TEST ACCORDING TO ASTM A673, USE (P) FREQUENCY OF TESTING.

THE MEMBERS IDENTIFIED UNDER "FRACTURE CRITICAL MEMBERS" ON THIS SHEET. USE IMPACT TESTING TEMPERATURE ZONE 3 WHEN

OF ASTM A709 SECTION 10.2 (FRACTURE CRITICAL, F, MATERIAL; TOUGHNESS TESTING AND MARKING) FOUND IN THIS SPECIFICATION APPLIES TO

ALL STRUCTURAL STEEL, UNLESS NOTED OTHERWISE, TO BE ASTM A709 "HIGH STRENGTH LOW ALLOY" GRADE HPS 70WF. THE REQUIREMENTS 4.

A REQUEST FOR INFORMATION (RFI), AND IF APPROVED, CLOUDED ON SHOP DRAWINGS WITH THE CORRESPONDING RFI NUMBER.

ANY VARIATION TO THE CONTRACT DRAWINGS DESIRED BY THE CONTRACTOR IS TO BE REQUESTED FOR APPROVAL BY GOVERNMENT THROUGH 3.

GOVERNMENT SO THAT ALL ISSUES CAN BE RESOLVED TO MINIMIZE DELAYS IN ORDERING MATERIALS OR STARTING FABRICATION.

IMMEDIATELY BRING ALL DEFICIENCIES, INACCURACIES, OMISSIONS, AND INTERFERENCE RELATED TO FABRICATION TO THE ATTENTION OF THE 2.

SPECIFICATIONS AND THESE NOTES, THE SPECIFICATIONS TAKE PRECEDENCE.

GIRDERS. QUANTITIES REFLECT THE TOTAL NUMBER OF PARTS FOR EACH STOPLOG AS NOTED. IN CASE OF CONFLICT BETWEEN THE

ACCORDANCE WITH SPECIFICATIONS. THE STOPLOG ASSEMBLY IS COMPRISED OF A SKIN PLATE CONNECTED TO TWO HORIZONTAL PLATE

FABRICATE, ASSEMBLE, PAINT, AND DELIVER COMPLETE STOPLOG ASSEMBLIES AS SHOWN ON CONTRACT DRAWINGS AND BID SCHEDULE IN 1.

ALL FRACTURE CRITICAL MEMBERS ARE LABELED AS FCM IN DETAILS4.

LIFTING LUG3.

GIRDER-DRY SIDE (TENSION) FLANGE2.

GIRDER-WEB1.

ULTRASONIC TESTING TO BE PERFORMED ON 100% OF ALL CJP WELDS.D.

MAGNETIC PARTICLE TESTING TO BE PERFORMED ON 100% OF ALL FILLET WELDS.C.

-100% OF TENSION FLANGE BUTT WELDS

PERFORM RADIOGRAPHIC TESTING ON:B.

100% OF ALL WELDS TO BE VISUALLY INSPECTED.A.

15. E90XX ELECTRODES FOR ALL A709 PLATE ATTACHMENTS.

DETAIL BELOW.

ALL FILLET WELDS TO BE FULLY WRAPPED AROUND THE ENDS OF THE PLATE UNLESS NOTED AT STIFFENER PLATE LOCATIONS. SEE TYPICAL 14.

ALL CJP WELDS ON NON-FCM TO MEET AWS D1.5 TABLE 6.4, REQUIREMENTS FOR ACCEPTANCE CRITERIA.13.

MEET AWS D1.5 TABLE 6.3, REQUIREMENTS FOR ACCEPTANCE CRITERIA.

ALL CJP WELDS TO FRACTURE CRITICAL MEMBERS SHALL BE CONSIDERED FRACTURE CRITICAL. ALL WELDS ON FRACTURE CRITICAL MEMBERS TO 12.

FROM COMPLETE JOINT PENETRATION WELDS AND BE ADDRESSED THROUGH WELDING AND FABRICATION TECHNIQUES.

PROCEDURES IN A MANNER TO ACHIEVE THESE TOLERANCES. EXTRA ATTENTION TO BE GIVEN TO DISTORTIONS WHICH ARISE DUE TO HEAT INPUT

FABRICATOR IS RESPONSIBLE FOR ACHIEVING ALL TOLERANCES PRESENTED IN THE SPECIFICATIONS AND SHOWN ON PLANS. PERFORM WELD 11.

" RADIUS TO BE APPROVED BY THE CONTRACTING OFFICER. WRAP ALL WELDS WITH ADJACENT FILLET UNLESS NOTED.2

1HOLES GREATER THAN 1

USE WELD ACCESS HOLES TO PREVENT THE INTERSECTION OF WELDS. SIZE AS SHOWN TO PERMIT WRAPPING OF ALL WELDS. WELD ACCESS 10.

PERMITTED IN AWS D1.5.

". FILLET WELDS TO ALSO NOT BE MADE LARGER THAN THE MAXIMUM SIZE 4

1WELDING CODE D1.5. NO FILLET WELDS TO BE SMALLER THAN

WELD SIZE IS NOT SHOWN, THE SIZE IS TO BE THE MINIMUM REQUIRED IN ACCORDANCE WITH THE AMERICAN WELDING SOCIETY, STRUCTURAL

EXCEPT AS SHOWN OR NOTED, PLATE AND STRUCTURAL SHAPE CONNECTIONS TO BE CONTINUOS FILLET WELDS ON BOTH SIDES. WHERE FILLET 9.

GOVERNMENT APPROVAL.

CLEARLY SHOW ALL SPLICES MADE THAT ARE NOT SHOWN ON THE CONTRACT DRAWINGS AND CLOUDED ON THE SHOP DRAWINGS FOR 8.

GRIND WELDS FLUSH ON ALL BUTT WELDED JOINTS. PERFORM GRINDING PARALLEL TO THE DIRECTION OF STRESS FLOW.7.

AMERICAN WELDING SOCIETY, STRUCTURAL WELDING CODE (AWS. D1.5) LATEST EDITION.

UNLESS OTHERWISE NOTED, ALL WELDS TO BE COMPLETE JOINT PENETRATION WELDS (CJP) IN ACCORDANCE WITH THE PROVISIONS OF THE 6.

LENGTH OF WELD CALLED FOR ON THE DRAWINGS TO BE EFFECTIVE LENGTH. PERFORM ALL WELDING IN THE SHOP. 5.

CAREFULLY CONTROL WELDING SEQUENCE AND TECHNIQUE OF WELDING TO MINIMIZE RESIDUAL (LOCKED-UP) STRESSES AND DISTORTION.4.

FEATURES OF THE TECHNIQUES.

CONTRACTOR'S SPECIFICATIONS ACCOMPANYING WORKING DRAWINGS ARE TO BE SPECIFIC WITH REGARD TO THE FILLER METAL AND OTHER 3.

SUBMIT DETAILED WELDING INFORMATION FOR APPROVAL IN ACCORDANCE WITH SPECIFICATIONS.

WELDING SYMBOLS SHOWN ARE ADOPTED BY THE AMERICAN WELDING SOCIETY A2.4 AND INDICATE ONLY SIZE AND TYPE OF WELDS REQUIRED. 2.

D1.5 AND TO THE PROVISIONS OF THE SPECIFICATIONS.

WORKMANSHIP AND TECHNIQUE, WHERE APPLICABLE, IS TO CONFORM TO THE AMERICAN WELDING SOCIETY STRUCTURAL WELDING CODE AWS

ALL WELDING IS TO BE ELECTRIC ARC WELDING, USING A METHOD WHICH EXCLUDES THE ATMOSPHERE FROM THE MOLTEN METAL. 1.

2'-0" 3'-6" 3'-6"

7'-0"

3'-6" 3'-6"

7'-0"

3'-6" 3'-6"

7'-0" 8'-6"

4'-3" 4'-3" 4'-3" 4'-3" 4'-3"

12'-9"

4'-3" 4'-3" 4'-3"

12'-9"

10"

57'-10"

2'-5 1/2 "

3'-3 1/2 "

57'-10"

10"

20'-6" 2'-2 1/2 " 31'-10"

8'-6 1/2 "

2'-1 1/2 " 2'-1 1/2 "

4'-3"4'-3"4'-3"4'-3"4'-3"4'-3"

12'-9" 12'-9"

57'-10"

4'-3"4'-3"

8'-6"

3'-6"3'-6"

7'-0"

3'-6"3'-6"

7'-0"7'-0"

3'-6"3'-6"2'-0"10"

10" 2'-5 1/2 "

3'-3 1/2 "

20'-6"

57'-10"

8'-6 1/2 "

2'-2 1/2 " 31'-10"

6'-4 1/2 " 12'-9"

S O

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N N

D E

N E

D B

D E

S C

M A

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S U

B M

T E

D B

D A

T E

C O

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R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

M V

N D

L A

N D N

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S-100

D E

T R

M I

A N A

V E

D E

T R

O L

O C

K C

O M

P L E

S A

U L T S

T E

M A

M I

C H

P E

W A C

O U

N T

P O

E L

O C

K S

T O

P L

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A B

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O C

M E

L B

CERTIFIED FINAL - READY TO ADVERTISE

S L -P

O E S

L O

G S -1

.d g n

E D

G E O

F F

L A

N G

C L R

E A

C T

N B

L O

C K

P H

R A

G M

P H

R A

G M

P H

R A

G M

P H

R A

G M

P H

R A

G M

P H

R A

G M

P H

R A

G M

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

P L

A N V

C O

N T

R O

L D

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S-100-A1 - PLAN VIEW

E D

G E O

F F

L A

N G

S T

A R

T O

F B

E N

T R

A N

S T

A R

T O

F B

E N

C L S

T O

P L

O G

P H

R A

G M

P H

R A

G M

P H

R A

G M

P H

R A

G M

P H

R A

G M

C L R

E A

C T

N B

L O

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S T

A R

T O

F B

E N

E D

G E O

F F

L A

N G

S T

A R

T O

F B

E N

T R

A N

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

G P

S-100-E1 - PLAN VIEW - FILLING STOPLOG

R O

S S C

F E

W A

D Y

S Z H

C A

L A

P P I

N Z

A G

E R

C L S

T O

P L

O G

P H

R A

S-505-E1

S-506-E1

S-510-E1

S-509-A1

S-502-A6

S-510-C1

S-510-F8

S-503-A6

S-510-F8

S-510-C1S-503-A6

S-502-A6

S-509-A1

S-510-E1

S-506-E1

S-505-E1

M-501-D1

S-510-F5

S-512-F1

S-510-A1

S-510-F5

S-512-F1

S-511-D4 S-511-A7

S-512-F1

S-512-D4

S-512-D1

S-512-F3

S-512-F1

S-512-D1

S-512-D4

S-511-A7 S-511-D4

S-511-F4

M-501-D1

S-512-F3

S-511-D4

S-511-B4

S-510-B8

S O

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N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

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R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

M V

N D

L A

N D N

A V

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O J E

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S-101

D E

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M I

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K C

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P L E

S A

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T E

M A

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P O

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P L

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A B

A T

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M E

L B

CERTIFIED FINAL - READY TO ADVERTISE

S L -P

O E S

L O

G S -1

.d g n

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

P L

A N V

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

S-101-E1 - PLAN VIEW - FILLING STOPLOG

S-101-A1 - PLAN VIEW

WET SIDE

DRY SIDE

WET SIDE

CL STOP LOG

ASSEMBLY

END GUIDE

ASSEMBLY

VERTICAL SEAL

DETAIL

LADDER

ASSEMBLY

DRY SIDE FLANGE

DETAIL

LADDER

ASSEMBLY

END GUIDE

ASSEMBLY

VERTICAL SEAL

VALVE ASSEMBLY

TYP

VALVE ASSEMBLY

ASSEMBLY

WET SIDE FLANGE

ASSEMBLY

DRY SIDE FLANGE

ASSEMBLY

WET SIDE FLANGE

R O

S S C

F E

W A

D Y

S Z H

C A

L A

P P I

N Z

A G

E R

TYP

S-102

S-303

S-201

S-304

S-301

S-303

S-102

S-304

S-202

S-303

S-305

S-304

S-305

S-303

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

M V

N D

L A

N D N

A V

A G

A T

N D

E S

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R L

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O J E

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U M

B E

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A M

A N

S I

S-002

D E

T R

M I

A N A

V E

D E

T R

O L

O C

K C

O M

P L E

S A

U L T S

T E

M A

M I

C H

P E

W A C

O U

N T

P O

E L

O C

K S

T O

P L

O G F

A B

A T

O C

M E

L B

CERTIFIED FINAL - READY TO ADVERTISE

S L -P

O E S

L O

G S -0

.d g n

C O

N T

R O

L D

E N

N S

R O

S S C

F E

W A

D Y

S Z H

C A

L A

P P I

N Z

A G

E R

F A

B R

A T

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

ELEVATION VIEW - FABRICATION CONTROL DIMENSIONS

PLAN VIEW - FABRICATION CONTROL DIMENSIONS

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

ELEVATION VIEW - FABRICATION DIMENSIONS

BEARING BLOCK PLATES NOT SHOWN FOR CLARITY.

HORIZONTAL SEAL, HORIZONTAL SEAL PLATE, BEARING BLOCKS AND 3.

THE TABLE ON THIS SHEET FOR EACH STOPLOG.

SUBMIT MEASURED CONTROL DIMENSIONS IN TABULAR FORM, SIMILAR TO 2.

TOLERANCES REQUIRED ON SHEET S-001.

EACH STOPLOG SHALL MEET ALL CONTROL DIMENSIONS AND OUT-OF-PLANE 1.

GENERAL SHEET NOTESSTOPLOG DESIGNATION NUMBER

TYPICAL STOPLOG CONTROL DIMENSIONS

DIMENSION DESIGN VALUE MEASURED VALUE DEVIATION (INCHES)

4' - 6 5/8"

3' - 7 3/4"

4' - 3 3/4"

6' - 4 5/16"

115' - 8"

5 6

8' - 6"

32' - 4"

83' - 4"

9 1

1 1

14 13

115' - 8 15/16"

3/4 "

/2 " 1 1/2 "

10"

S-506-E1

S-501-E1

S-501-A5

S-506-A3

S-510-C1

S-501-A7

1/2 "

S-510-B8

S-510-F8

S-512-D4

S-511-E1

S-501-D5

S-512-F8

S-506-A3

S-505-E1

S-506-E1 S-501-A7 S-504-D1

S-504-A1

S-501-A5

S-501-E1

S-511-E1

6" 6"

S-510-A1

7 1/2 "

3/4 "S-510-F8

S-511-E1

S-504-A1

S-502-F1

S-510- B8

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

M V

N D

L A

N D N

A V

A G

A T

N D

E S

N C

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O J E

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B E

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A M

A N

S I

S-102

D E

T R

M I

A N A

V E

D E

T R

O L

O C

K C

O M

P L E

S A

U L T S

T E

M A

M I

C H

P E

W A C

O U

N T

P O

E L

O C

K S

T O

P L

O G F

A B

A T

O C

M E

L B

CERTIFIED FINAL - READY TO ADVERTISE

S L -P

O E S

L O

G S -1

.d g n

E N

P L

A N

OUTSIDE EDGE OF FLANGE

SCALE: 1 1/2" = 1' 1' 2'0 6"S-101

A1 S-102-A6 - PLAN - END

NAME PLATE

ASSEMBLY

VERTICAL SEAL

ASSEMBLY

END GUIDE

R O

S S C

F E

W A

D Y

S Z H

C A

L A

P P I

N Z

A G

E R

ELEVATION - END

SCALE: 1 1/2" = 1' 1' 2'0 6"S-102

ASSEMBLY

END GUIDE

CL WEB &

ASSEMBLY

END GUIDE

CL WEB &

NAME PLATE

CL STOPLOG &

ASSEMBLY

VERTICAL SEAL

ASSEMBLY

END GUIDE END PLATE

NAME PLATE

TYP

BOTTOM WEB

TOP WEB

1/4

TYP

1/4

1/4S-501-A1 TYP

S-505-A5 TO

TOP WEB

1/4

FCW

1/4

TYP

SCALE: 3" = 1' 6"0 3" 1'S-102

A6 SECTION

S-102

S-506-A3

S-510-C1

S-503-A1

S-509-A1

S-503-A6

S-505-E1

S-506-E1

S-501-A5

S-510-C1 S-510-E1

S-512-D4

S-509-A1

S-502-A6

S-512-F1 S-512-F1 S-512-D1 S-512-F3 S-512-F1 S-512-F1 S-512-F1 S-512-F1S-511-A7

S-506-A3

S-501-A5

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

M V

N D

L A

N D N

A V

A G

A T

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E S

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T E

R L

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O J E

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A M

A N

S I

S-201

D E

T R

M I

A N A

V E

D E

T R

O L

O C

K C

O M

P L E

S A

U L T S

T E

M A

M I

C H

P E

W A C

O U

N T

P O

E L

O C

K S

T O

P L

O G F

A B

A T

O C

M E

L B

CERTIFIED FINAL - READY TO ADVERTISE

S L -P

O E S

L O

G S -2

.d g n

SCALE: 3/8" = 1' 4'0 2' 8'S-101

S T

O P

L O

E L E

V A

SCALE: 3/8" = 1'S-101

4'0 2' 8'

S-201-E1 - ELEVATION - STOPLOG WET SIDE

S-201-A1 - ELEVATION - STOPLOG DRY SIDE

ASSEMBLY

VERTICAL SEAL

ASSEMBLY

END GUIDE

CL STOP LOG

ASSEMBLY

VERTICAL SEAL

ASSEMBLY

END GUIDE

TYP

FCM

R O

S S C

F E

W A

D Y

S Z H

C A

L A

P P I

N Z

A G

E R

NOTE: NO TENSION FLANGE SPLICES TO BE MADE IN MIDDLE 40 LINEAL FEET

FLANGE

COMPRESSION

CJP - TYP

40'-0" NO TENSION FLANGE SPLICE

SYMMETRICAL ABOUT CL

FLANGE

COMPRESSION

CJP - TYP

LOCATION MAY VARY

CJP - FCW - TYP - EXACT

S-506-A3

S-510-C1

S-503-C1

S-509-A1

S-503-A6

S-506-E1

S-505-E1

S-501-A5

S-510-C1 S-510-E1 S-509-A1

S-502-A6

M-501-E6

M-501-A6

S-512-D4 S-512-F1 S-512-F1 S-512-D1 S-512-F3 S-512-F1 S-512-F1

M-501-E6

M-501-A6

S-511-A7

S-506-A3

S-501-A5

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

M V

N D

L A

N D N

A V

A G

A T

N D

E S

N C

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T E

R L

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O J E

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B E

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A M

A N

S I

S-202

D E

T R

M I

A N A

V E

D E

T R

O L

O C

K C

O M

P L E

S A

U L T S

T E

M A

M I

C H

P E

W A C

O U

N T

P O

E L

O C

K S

T O

P L

O G F

A B

A T

O C

M E

L B

CERTIFIED FINAL - READY TO ADVERTISE

S L -P

O E S

L O

G S -2

.d g n

SCALE: 3/8" = 1' 4'0 2' 8'S-101

E L E

V A

SCALE: 3/8" = 1'S-101

4'0 2' 8'

G S

T O

P L

O G

ELEVATION - FILLING STOPLOG DRY SIDE

ELEVATION - FILLING STOPLOG WET SIDE

ASSEMBLY

VERTICAL SEAL

ASSEMBLY

END GUIDE

CL STOP LOG

ASSEMBLY

END GUIDE

ASSEMBLY

VERTICAL SEAL

CL STOP LOGTYP

FCM

R O

S S C

F E

W A

D Y

S Z H

C A

L A

P P I

N Z

A G

E R

CL GIRDER

FLANGE

COMPRESSION

CJP - TYP

FLANGE

COMPRESSION

CJP - TYP

SYMMETRICAL ABOUT CL

LOCATION MAY VARY

CJP - FCW - TYP - EXACT

NOTE: NO TENSION FLANGE SPLICES TO BE MADE IN MIDDLE 40 LINEAL FEET

40'-0" NO TENSION FLANGE SPLICE

S-510-C1

S-507-D1

S-506-E1

S-505-E1

S-504-D1

S-504-A1

S-501-E7

S-501-D5

S-511-F4 S-511-A1

S-511-A1

M-501-E6

S-504-D1

S-504-A1

S-508-C8

S-501-E7

S-501-D5 S-511-F4

S-511-A1

S-510-C1

S-507-D1 S-511-A1

S-508-C8

S-511-A7

M-501-E6

S-511-D4S-511-D4

S-511-D4

S-511-B4

S-511-D4

S-511-D4 S-511-D4 S-511-B4

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

M V

N D

L A

N D N

A V

A G

A T

N D

E S

N C

E N

T E

R L

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O J E

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B E

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A M

A N

S I

S-301

D E

T R

M I

A N A

V E

D E

T R

O L

O C

K C

O M

P L E

S A

U L T S

T E

M A

M I

C H

P E

W A C

O U

N T

P O

E L

O C

K S

T O

P L

O G F

A B

A T

O C

M E

L B

CERTIFIED FINAL - READY TO ADVERTISE

S L -P

O E S

L O

G S -3

.d g n

SCALE: 3/8" = 1' 4'0 2' 8'S-101

L E

N G

T H

S E

C T

SCALE: 3/8" = 1'S-101

4'0 2' 8'

S-301-E1 - SECTION - FILLING STOPLOG LENGTHWISE

S-301-A1 - SECTION LENGTHWISE

ASSEMBLY

VERTICAL SEAL

ASSEMBLY

END GUIDE

CL STOP LOG

ASSEMBLY

END GUIDE

ASSEMBLY

VERTICAL SEAL

CL STOP LOG

DIAPHRAGM ASSEMBLY

TOP WEB

BOTTOM WEB

TOP WEB

BOTTOM WEB

SPACES BETWEEN DIAPHRAGM

INTERCOSTAL SPACED 3 EQUAL

SPACES BETWEEN DIAPHRAGM

INTERCOSTAL SPACED 3 EQUAL

SPACES BETWEEN DIAPHRAGM

INTERCOSTAL SPACED 3 EQUAL

SPACES BETWEEN DIAPHRAGM

INTERCOSTAL SPACED 4 EQUAL

SPACES BETWEEN DIAPHRAGM

INTERCOSTAL SPACED 5 EQUAL

SPACES BETWEEN DIAPHRAGM

INTERCOSTAL SPACED 5 EQUAL

DIAPHRAGM ASSEMBLY

SPACES BETWEEN DIAPHRAGM

INTERCOSTAL SPACED 3 EQUAL

SPACES BETWEEN DIAPHRAGM

INTERCOSTAL SPACED 3 EQUAL

SPACES BETWEEN DIAPHRAGM

INTERCOSTAL SPACED 3 EQUAL

SPACES BETWEEN DIAPHRAGM

INTERCOSTAL SPACED 4 EQUAL

SPACES BETWEEN DIAPHRAGM

INTERCOSTAL SPACED 5 EQUAL

SPACES BETWEEN DIAPHRAGM

INTERCOSTAL SPACED 5 EQUAL

TYP

R O

S S C

F E

W A

D Y

S Z H

C A

L A

P P I

N Z

A G

E R

TYP

TYPTYP

TYP

SYMMETRICAL ABOUT CL

S-501-A5S-506-A3

S-503-A1

S-506-A3

S-503-A6

S-510-A1

S-505-E1

S-501-A7

S-501-D5

S-505-E1

S-506-E1

S-501-A5

S-501-E1

S-501-E7

S-503-A6

S-510-A1

S-510-C1

S-511-E1

S-511-E1S-510-A1

S-510-C1

S-510-F8

S-510-B8

S-510-F8

S-510-B8

S-503-A6

S-502-A6

S-504-A1

S-504-D1

S-512-D4

S-512-F8

S-503-A1

S-510-C1

S-510-A1

S-503-A6

S-503-A1

S-503-A6

S-510-A1

S-510-C1

S-511-A1

S-504-A1

S-511-A1

S-504-D1

S-510-F8

S-510-F5

S-510-F8

S-510-F5

S-502-A6

S-512-D7

S-512-F1

S-502-A6

S-510-C1

S-510-A1

S-503-A6

S-511-A1

S-504-A1

S-503-A1

S-503-A6

S-510-A1

S-510-C1

S-511-A1

S-504-D1

S-511-D4

S-502-A6

S-512-D4

S-508-F6

S-508-F8 S-508F8

S-502-A6

S-511-E1

S-510-C1

S-510-A1

CAULK TO SEAL WHERE IS NOT WRAPED WELD - TYP

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

M V

N D

L A

N D N

A V

A G

A T

N D

E S

N C

E N

T E

R L

R D

DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg1:32:11 PM 10/30/2018

O J E

C T N

U M

B E

E N

A M

A N

S I

S-303

D E

T R

M I

A N A

V E

D E

T R

O L

O C

K C

O M

P L E

S A

U L T S

T E

M A

M I

C H

P E

W A C

O U

N T

P O

E L

O C

K S

T O

P L

O G F

A B

A T

O C

M E

L B

CERTIFIED FINAL - READY TO ADVERTISE

S L -P

O E S

L O

G S -3

.d g n

S E

C T

N S

SCALE: 1" = 1' 0 1' 2'6"S-101

SCALE: 1" = 1' 0 1' 2'6" A5

SCALE: NTS

P H

R A

G M S

F E

N E

S-303-E1 - END SECTION 01 S-303-E5 - TRANSITIONAL DIAPHRAGM SECTION

S-303-A1 - SHORT DIAPHRAGM SECTION S-303-A5 - TRANSITIONAL STIFFENER SECTION

TYP

S-101

A1 S-303-A9 - LEVELING EYE

TYP

CJP,

R O

S S C

F E

W A

D Y

S Z H

C A

L A

P P I

N Z

A G

E R

1/4

FLANGE

TYP TENSION

CJP,

FLANGE

TYP TENSION

CJP,

FLANGE

TYP TENSION

CJP,

1/4

FLANGE

TYP, COMP

1/4

FLANGE

TYP, COMP

TYP

1/4

TYP

1/4

TYP

1/4

FLANGE

TYP, COMP

1/4

TYP TYP

1/4

WET SIDE

DRY SIDE

WET SIDE

DRY SIDE

1/4

- TYP

DO NOT WRAP

1/4

PLATE

TYP FOR SKIN

SKIN PLATE

TYP

FCM

TYP

1/4

TYP

1/4

1/4TYP

FCM

S-503-A6

S-510-A1

S-510-C1

S-511-A1

S-503-A1

S-510-C1

S-510-A1

S-503-A6

S-511-A1 S-511-A1

S-504-D1

S-510-F8

S-510-F5

S-502-A6

S-507-A1

S-512-F3

S-502-A6

S-510-F8

S-510-F5

S-511-A1

S-504-A1

S-509-A1

S-507-A9

S-508-C8

S-503-A6

S-510-A1

S-510-C1

S-511-A1

S-503-A1

S-503-A6

S-510-C1

S-510-A1 S-511-A1 S-511-A1

S-504-D1

S-510-F8

S-510-F5

S-502-A6

S-512-A7

S-512-F1

S-502-A6

S-510-F8

S-510-F5

S-511-A1

S-504-A1

S-503-A6

S-510-A1

S-510-C1

S-511-A1

S-503-C1

S-503-A6

S-510-C1

S-510-A1 S-511-A1

S-504-A1

S-504-D1

S-502-A6

M-501-A6M-501-D1M-501-E6

M-501-A3

S-503-A6

S-510-A1

S-510-C1

S-511-A1

S-503-A1

S-503-A6

S-510-C1

S-510-A1 S-511-A1

S-502-A6

S-504-D1

S-504-A1

S-511-F4

S-507-D1

ADJUSTABLE 14" DIA PIPE SADDLE SUPPORTS.

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

M V

N D

L A

N D N

A V

A G

A T

N D

E S

N C

E N

T E

R L

R D

DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg1:32:15 PM 10/30/2018

O J E

C T N

U M

B E

E N

A M

A N

S I

S-304

D E

T R

M I

A N A

V E

D E

T R

O L

O C

K C

O M

P L E

S A

U L T S

T E

M A

M I

C H

P E

W A C

O U

N T

P O

E L

O C

K S

T O

P L

O G F

A B

A T

O C

M E

L B

CERTIFIED FINAL - READY TO ADVERTISE

S L -P

O E S

L O

G S -3

.d g n

S E

C T

N S

SCALE: 1" = 1' 0 1' 2'6"S-101

P H

R A

G M S

F E

N E

SCALE: 1" = 1'S-101

0 1' 2'6"

S-304-E1 - LIFTING LUG DIAPHRAGM SECTION S-304-E6 - VALVE SECTION

S-304-A1 - FULL WIDTH DIAPHRAGM SECTION S-304-A6 - FULL WIDTH STIFFENER SECTION

TYP

TYP TYP

TYP

TYP TYP

TYP

R O

S S C

F E

W A

D Y

S Z H

C A

L A

P P I

N Z

A G

E R

FLANGE

TYP TENSION

CJP,

FLANGE

TYP TENSION

CJP,

FLANGE

TYP TENSION

CJP,

FLANGE

TYP TENSION

CJP,

WET SIDE

DRY SIDE

WET SIDE

SKIN PLATE SKIN PLATE

FCM

TYP

1/4

SKIN PLATE

TYP FOR

1/4

FLANGE

TYP COMP

TYP - SEE S-303-A1 FOR WELDS

ASSEMBLY

DIAPHRAGM

NOTE: DIAPHRAGM STIFFENERS NOT SHOW FOR CLARITY

1/4

FCW, TYP

S-503-A6

S-510-A1

S-510-C1

S-511-A1

S-503-A1

S-503-A6

S-510-C1

S-510-A1 S-511-A1

S-502-A6

S-504-D1

S-504-A1

S-511-B4

S-511-A7

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

M V

N D

L A

N D N

A V

A G

A T

N D

E S

N C

E N

T E

R L

R D

DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg1:32:20 PM 10/30/2018

O J E

C T N

U M

B E

E N

A M

A N

S I

S-305

D E

T R

M I

A N A

V E

D E

T R

O L

O C

K C

O M

P L E

S A

U L T S

T E

M A

M I

C H

P E

W A C

O U

N T

P O

E L

O C

K S

T O

P L

O G F

A B

A T

O C

M E

L B

CERTIFIED FINAL - READY TO ADVERTISE

S L -P

O E S

L O

G S -3

.d g n

S E

C T

N S

SCALE: 1" = 1' 0 1' 2'6"S-101

P H

R A

G M S

F E

N E

TYP

R O

S S C

F E

W A

D Y

S Z H

C A

L A

P P I

N Z

A G

E R

FLANGE

TYP TENSION

CJP,

S-305-A6 - INTERCOSTAL & STIFFENER SECTION

1/4

TYP

1/4

TYP TYP

1/4

WET SIDE

DRY SIDE

SKIN PLATE

NOTE: SEE S-303-A1 FOR WELDS NOT SHOWN

/2 T

Y P

1 1/2 " TYP 1 1/4 " TYP

1'-3 3/16 "

T Y

R 1"

1/2" PLATE

EXISTING 10X30 CHANNEL

EXISTING CORNER PROTECTION

EXISTING 7X14.75 CHANNEL

EXISTING 10X30 CHANNEL

11 7/8 "

1'-2 5/8 "

3'-0"

5'-3"

EXISTING CORNER PROTECTION

EXISTING 14WF11

EXISTING 1'-4" X 1/2" PLATE

EXISTING 6 5/8" X 5/8" PLATE

8 11/16 "

BOTH ENDS

MILL TO BEAR,

R 1 1/2" TYP

3/8" PLATE

3"3"

3/4 "

1'-0"

R 2"

FOR 3/4" DIA BOLTS

DRILL AND TAP

R 1 1/2" TYP

3/4 " 4'-6 5/8 "

R 1 1/2" TYP

11 5/8 "

1/2 " TYP

4'-3"

4'-7 3/8 "

2 1/2 "

2'-8 1/8 "

1 7/8 "

1/2" PLATE

3/8" PLATE

R 6" TYP

MILL TO BEAR

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

M V

N D

L A

N D N

A V

A G

A T

N D

E S

N C

E N

T E

R L

R D

DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg1:32:23 PM 10/30/2018

O J E

C T N

U M

B E

E N

A M

A N

S I

S-501

D E

T R

M I

A N A

V E

D E

T R

O L

O C

K C

O M

P L E

S A

U L T S

T E

M A

M I

C H

P E

W A C

O U

N T

P O

E L

O C

K S

T O

P L

O G F

A B

A T

O C

M E

L B

CERTIFIED FINAL - READY TO ADVERTISE

D E

T A

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

TOTAL QTY: 8

UNIT QTY: 1

ASTM A36

4. FABRICATE ONE PER STOPLOG. IDENTIFICATION NUMBERS TO BE "1" THROUGH "8" WITH THE VALVE STOPLOG NUMBER "6".

3. LETTERS TO BE CENTERED ON PLATE.

2. WEIGHT TO BE FINAL. AS -FABRICATED WEIGHT OF THE STOPLOG INCLUDING BOLTS, PAINT, SEALS, SLIDES AND VALVES

1. MILL LETTERS 1/4" DEEP

NOTE:

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

TOTAL QTY: 32

UNIT QTY: 4

ASTM A709 GR HPS 70WF

1' 2'0 6"

6"0 3" 1'

TOTAL QTY: 32

UNIT QTY: 4

ASTM A709 GR HPS 70WF

E N

D S

E A

S L -P

O E S

L O

G S -5

.d g n

SCALE: 3" = 1'

A7 0 1' 2'6"SCALE: 1" = 1'

TOTAL QTY: 16

UNIT QTY: 2

ASTM A709 GR HPS 70WF

E7 0 1' 2'6"SCALE: 1" = 1'

TOTAL QTY: 16

UNIT QTY: 2

ASTM A709 GR HPS 70WF

S-501-E1 - NAME PLATE

S-501-A1 - END SEAL DETAIL

S-501-D5 - END GUIDE STIFFENER

S-501-A5 - REACTION BLOCK S-501-A7 - END PLATE

R O

S S C

F E

W A

D Y

S Z H

C A

L A

P P I

N Z

A G

S-501-E7 - END DIAPHRAGM

R 6'-0"

3/4" PLATE

13/16" DIA HOLE, TYP

11'-10"

3'-3 1/2 "

8'-6 7/16 "

3'-6 15/16 "

1'-9"

2'-5 3/16 "

11'-11 1/2 "

14'-2"

BEVEL MIN 2.5:1

31'-10"

1'-1"

15/16 "

S-502-F1

S-502-F4

S-502-D1

S-502-E1

12'-9"12'-1 17/32 "

7"7"

1 1/4" PLATE

MIN 2'-2 1/2 "

FOR LADDER MOUNT

13/16" DIA HOLES, TYP

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

M V

N D

L A

N D N

A V

A G

A T

N D

E S

N C

E N

T E

R L

R D

DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg1:32:28 PM 10/30/2018

O J E

C T N

U M

B E

E N

A M

A N

S I

S-502

D E

T R

M I

A N A

V E

D E

T R

O L

O C

K C

O M

P L E

S A

U L T S

T E

M A

M I

C H

P E

W A C

O U

N T

P O

E L

O C

K S

T O

P L

O G F

A B

A T

O C

M E

L B

CERTIFIED FINAL - READY TO ADVERTISE

D E

T A

C L H

O L E

C L H

O L E

SCALE: 1 1/2" = 1' 1' 2'0 6"S-502

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

D E

R F

L A

N G

E D

R Y S

S L -P

O E S

L O

G S -5

.d g

SCALE: 1/2" = 1' 0 2' 4'1' F4

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

TOTAL QTY: 32

UNIT QTY: 4

ASTM A709 GR HPS 70WF

TOTAL QTY: 32

UNIT QTY: 4

ASTM A709 GR HPS 70WF

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

TOTAL QTY: 14

UNIT QTY: 2

ASTM A709 GR HPS 70WF

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

FCM

SCALE: 1" = 1" 0 1" 2"1/2"S-502

S-502-A6 - DRY SIDE FLANGE ASSEMBLY

S-502-D7 - TRANSITION LOCATION

S-502-F1 - DRY SIDE FLANGE - 3/4" S-502-F4 - DRY SIDE FLANGE - 1 1/4" S-502-F7 - HOLE SPACING REACTOR BLOCK

TYP

FILLING

TOTAL QTY: 1 AS SHOWN, 1 OPP HAND

UNIT QTY: 1 AS SHOWN, 1 OPP HAND

ASTM A709 GR HPS 70WF

R O

S S C

F E

W A

D Y

S Z H

C A

L A

P P I

N Z

A G

E R

S-502-E1 - DRY SIDE FLANGE - 1 1/4"

S-502-D1 - DRY SIDE FLANGE - FILLING STOPLOG - 1 1/4"

NOTE: 1. DO NOT COLD BEND

ON FABRICATION

LENGTH VARIES

CL FLANGE

ABOUT CENTERLINE OF FLANGE

2. ALL HOLES TO BE SYMMETRICAL

NOTE: 1. DO NOT COLD BEND

S-502

11/16" DIA HOLE, TYP

115' - 7"

3/8" PLATE

11'-10"

1'-1"

3/4" PLATE

1 1/8" PLATE

15/16 "

BEVEL MIN 2.5:1

92'-0"

3/8" PLATE

S-503-F1 S-503-F6

38' - 8" 12'-9"

6'-4 1/2 "

57' - 9 1/2"

ON M-501 - TYP

DIA STANDARD PIPE SHOWN

14" DIA HOLE TO ACCEPT 14"

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

M V

N D

L A

N D N

A V

A G

A T

N D

E S

N C

E N

T E

R L

R D

DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg1:32:32 PM 10/30/2018

O J E

C T N

U M

B E

E N

A M

A N

S I

S-503

D E

T R

M I

A N A

V E

D E

T R

O L

O C

K C

O M

P L E

S A

U L T S

T E

M A

M I

C H

P E

W A C

O U

N T

P O

E L

O C

K S

T O

P L

O G F

A B

A T

O C

M E

L B

CERTIFIED FINAL - READY TO ADVERTISE

D E

T A

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

TOTAL QTY: 16

UNIT QTY: 2

TOTAL QTY: 7

UNIT QTY: 1

ASTM A709 GR HPS 70WF

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

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

TOTAL QTY: 16

UNIT QTY: 2

ASTM A709 GR HPS 70WF

S K

L A

T E B

R A

C E P

L A

T E

D E

R F

L A

N G

E W

E T S

S L -P

O E S

L O

G S -5

.d g n

S-503-A6 - WET SIDE FLANGE ASSEMBLY

S-503-F1 - WET SIDE FLANGE - 3/4" S-503-F6 - WET SIDE FLANGE - 1 1/8"

S-503-A1 - SKIN PLATE - TYP

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

S-503-C1 - SKIN PLATE FILLING TOTAL QTY: 1

UNIT QTY: 1

ASTM A709 GR HPS 70WF

R O

S S C

F E

W A

D Y

S Z H

C A

L A

P P I

N Z

A G

1'-6 1/2 "

2'-0"

R 3" TYP

R 1 1/2" TYP

57'-9"

31'-3" 2'-0"

3'-2 1/2 "

20'-6"

R 6'-0" TYP

34'- 1/2 "

R 6'-0" TYP

20'-6"

R 6'-0" TYP

3'-2 1/2 "

R 1 1/2" TYP

31'-5 3/4 "

57'-9"

1'-5"1'-5"2'-10"1'-5"2'-10"1'-5"2'-10"1'-5"2'-10"1'-5"2'-10"5'-8"2'-10"1'-5"3'-2"3'-6"3'-6"3'-6"3'-6"3'-6"4'-6"

1'-5" 1'-5"2'-10"

1'-5"2'-10"1'-5"

1'-5"1'-5"2'-10"1'-5"2'-10"1'-5"2'-10"1'-5"2'-10"1'-5"2'-10"5'-8"2'-10"1'-5"3'-2"3'-6"3'-6"3'-6"3'-6"3'-6"4'-6"

3" DIA DRAIN HOLE

6" DIA DRAIN HOLE - TYP UNLESS NOTED

3" DIA DRAIN HOLE

WET SIDE EDGE OF WEB

9/16" PLATE

1 5/16" DIA (TYP)

ADJUSTED BASED ON VALVE GEOMETRY

3" DIA OPERATOR ACCESS HOLE. LOCATION TO BE

BE ADJUSTED BASED ON VALVE GEOMETRY

3" DIA OPERATOR ACCESS HOLE. LOCATION TO

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

M V

N D

L A

N D N

A V

A G

A T

N D

E S

N C

E N

T E

R L

DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg1:32:36 PM 10/30/2018

O J E

C T N

U M

B E

E N

A M

A N

S I

S-504

D E

T R

M I

A N A

V E

D E

T R

O L

O C

K C

O M

P L E

S A

U L T S

T E

M A

M I

C H

P E

W A C

O U

N T

P O

E L

O C

K S

T O

P L

O G F

A B

A T

O C

M E

L B

CERTIFIED FINAL - READY TO ADVERTISE

S L -P

O E S

L O

G S -5

.d g n

D E

T A

T O

P W

E B B

O T

T O

M W

E B

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

SCALE: 1" = 1' 0 1' 2'6"S-504

D1 S-504-D8 - HOLE SPACING

S-504-A8 - HOLE SPACING

TOTAL QTY: 8

UNIT QTY: 1

ASTM A709 GR HPS 70WF

TOTAL QTY: 8

UNIT QTY: 1

ASTM A709 GR HPS 70WF

R O

S S C

F E

W A

D Y

S Z H

C A

L A

P P I

N Z

A G

E R

S-504-D1 - BOTTOM WEB - 9/16"

S-504-A1 - TOP WEB - 9/16"

NOTE: HOLE PATTERN TO MATCH S-507-A9

S-504

T Y

1 1/2 "

9/16" DIA HOLE, TYP

5/8" PLATE

T Y

P /8

1 1/2 "

1/2" PLATE

TYP

COUNTERSUNK BOLTS,

COUNTERSUNK FOR 1/2"

9/16" DIA HOLE,

T Y

1/2" PLATE

9/16" DIA HOLE, TYP

T Y

1 1/2 "

1/2" DIA HOLE, TYP

8 1/2 "

R 5/8"

1/16" CLADDING

T Y

S-505-A7

S-505-A1

S-505-A5

S-505-A3

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

M V

N D

L A

N D N

A V

A G

A T

N D

E S

N C

E N

T E

R L

DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg1:32:40 PM 10/30/2018

O J E

C T N

U M

B E

E N

A M

A N

S I

S-505

D E

T R

M I

A N A

V E

D E

T R

O L

O C

K C

O M

P L E

S A

U L T S

T E

M A

M I

C H

P E

W A C

O U

N T

P O

E L

O C

K S

T O

P L

O G F

A B

A T

O C

M E

L B

CERTIFIED FINAL - READY TO ADVERTISE

S L -P

O E S

L O

G S -5

.d g n

D E

T A

V E

R T

A L S

E A

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

TOTAL QTY: 16

UNIT QTY: 2

TOTAL QTY: 12

UNIT QTY: 2

NATURAL RUBBER/POLYISOPRENE

S-505-E1 - VERTICAL SEAL ASSEMBLY

S-505-A7 - VERTICAL SEALS-505-A5 - SEAL BARS-505-A3 - CLAMP BARS-505-A1 - SPACER BAR

R O

S S C

F E

W A

D Y

S Z H

C A

L A

P P I

N Z

A G

1/2" PLATE

8 3/4 "

2 1/2 " 2 1/2 "

11/16" HOLE, TYP

1 1/4" HOLE, TYP

7 3/8 "

" 1/2" PLATE

R 1 1/2" TYP

3" 3"

1/2" PLATE

11/16" HOLE, TYP

S-506-A5

S-506-A1

S-506-A7

S-506-A3

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

M V

N D

L A

N D N

A V

A G

A T

N D

E S

N C

E N

T E

R L

DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg1:32:44 PM 10/30/2018

O J E

C T N

U M

B E

E N

A M

A N

S I

S-506

D E

T R

M I

A N A

V E

D E

T R

O L

O C

K C

O M

P L E

S A

U L T S

T E

M A

M I

C H

P E

W A C

O U

N T

P O

E L

O C

K S

T O

P L

O G F

A B

A T

O C

M E

L B

CERTIFIED FINAL - READY TO ADVERTISE

S L -P

O E S

L O

G S -5

.d g n

D E

T A

TOTAL QTY: 64

UNIT QTY: 8

SCALE: 3" = 1' 6"0 3" 1' A5

TOTAL QTY: 32

UNIT QTY: 4

D G

TOTAL QTY: 64

UNIT QTY: 8

UHMW-PE

TOTAL QTY: 32

UNIT QTY: 4

ASTM A709 GR HPS 70WF

S-506-E1 - END GUIDE ASSEMBLY

S-506-A1 - STIFFENER S-506-A3 - UHMW BLOCK S-506-A5 - COPED STIFFENER S-506-A7 - END GUIDE PLATE

W A

D Y

S Z H

C A

L A

P P I

N Z

A G

E R

R O

S S C

F E

3 3/8 " 5 3/8 " 6 1/2 " 5 3/8 " 3 3/8 "

2'-0"

1 5/16" DIA HOLE, TYP

1 1/4" PLATE

S-507-A1

S-507-A5

S-507-A9

S-507-A7

2 1/2 " 2'-4 7/8 " 2'-3" 3'-6 7/8 " 1 7/8 "

2'-2 1/8 " 1'-8" 4'-4 5/8 "

3" 1'-9"

R 1 1/2" TYP

R 6" TYP

2'-3 3/8 "

1/2" PLATE

25°

R 1 1/2" TYP

11 3/4 "

3 1/8 "

25°

3'- 3/8 " 1'-0"

8'-2 3/4 "

8'-7 1/8 "

30°

V A

1/2" PLATE

3/8" PLATE

C L E

A R

R 7 1/2" TYP

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

M V

N D

L A

N D N

A V

A G

A T

N D

E S

N C

E N

T E

R L

R D

DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg1:32:48 PM 10/30/2018

O J E

C T N

U M

B E

E N

A M

A N

S I

S-507

D E

T R

M I

A N A

V E

D E

T R

O L

O C

K C

O M

P L E

S A

U L T S

T E

M A

M I

C H

P E

W A C

O U

N T

P O

E L

O C

K S

T O

P L

O G F

A B

A T

O C

M E

L B

CERTIFIED FINAL - READY TO ADVERTISE

S L -P

O E S

L O

G S -5

.d g n

D E

T A

G L

U G D

P H

R A

SCALE: 1 1/2" = 1' 1' 2'0 6" A7

SCALE: 1 1/2" = 1' 1' 2'0 6" A9

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

TOTAL QTY: 16

UNIT QTY: 2

ASTM A709 GR HPS 70WF

S-507-D1 - DIAPHRAGM ASSEMBLY

S-507-A5 - BENT STIFENER S-507-A7 - STIFFENER S-507-A9 - LIFTING LUG PLATE

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

S-507-A1 - DIAPHRAGM

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

S-507-D6 - DIAPHRAGM ASSEMBLY ELEVATION

TOTAL QTY: 32

UNIT QTY: 4

ASTM A709 GR HPS 70WF

TOTAL QTY: 32

UNIT QTY: 4

ASTM A709 GR HPS 70WF

TOTAL QTY: 16

UNIT QTY: 2

ASTM A709 GR HPS 70WF

R O

S S C

F E

W A

D Y

S Z H

C A

L A

P P I

N Z

A G

E R

SCALE: NTS

1/4

TYP

1/4

TYP

1/4

TYP

NOTE: BEVELED EDGES ARE OPPOSITE ON OPPOSITE SIDE.

4 1/2 "

2 1/4 "

4 1/2 "

1 1/2 "

R 1 1/2"

1 5/16" DIA HOLE 1 5/16" DIA HOLE

R 1 1/2"

10 1/2 "

3 3/4 "3"

R 3 1/2"

R 1 1/2"

1/2" PLATE

1 1/2 "

3 1/2 "

R 1 1/2"

1/2" PLATE

2'-8"

1'-1"

6" 1'-8" 6"

R 3 1/2" TYP

7 1/2 " 7 13/32 "

S-509-A1

S-507-A9

S-508-C8

5/8" PLATE

R 9 1/2" TYP

1" PLATE 1" PLATE

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

M V

N D

L A

N D N

A V

A G

A T

N D

E S

N C

E N

T E

R L

R D

DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg1:32:52 PM 10/30/2018

O J E

C T N

U M

B E

E N

A M

A N

S I

S-508

D E

T R

M I

A N A

V E

D E

T R

O L

O C

K C

O M

P L E

S A

U L T S

T E

M A

M I

C H

P E

W A C

O U

N T

P O

E L

O C

K S

T O

P L

O G F

A B

A T

O C

M E

L B

CERTIFIED FINAL - READY TO ADVERTISE

D E

T A

SCALE: 3" = 1' 6"0 3" 1' F8

UNIT QTY: 2

ASTM A709 GR HPS 70WF

TOTAL QTY: 32

UNIT QTY: 4

ASTM A709 GR HPS 70WF

S L -P

O E S

L O

G S -5

.d g

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

UNIT QTY: 2

ASTM A709 GR HPS 70WF

G P

A R

T S

S-508-F1 - LIFTING LUG WASHER S-508-F3 - LIFTING LUG WASHER S-508-F6 - LEVELING EYE S-508-F8 - LEVELING EYE STIFFENER

S-508-C8 - LIFTING LUG HOLE STIFFENER

LIFTING LUG SECTION STACKED

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

R O

S S C

F E

W A

D Y

S Z H

C A

L A

P P I

N Z

A G

E R

TOTAL QTY: 128

UNIT QTY: 16

ASTM A 709 GR HPS 70WS

TOTAL QTY: 128

UNIT QTY: 16

ASTM A709 GR HPS 70WS

1'- 3/4 "

10 3/8 "

1 3/16 "

R 1/2"

R 1 3/4"

R 1 3/16"

R 1/2"

2 5/8 "

10 13/16 "

1 3/16 "

10 13/16 "

1'-10 3/4 "

2 3/4 " 5 3/8 " 6 1/2 " 5 3/8 " 2 3/4 "

R 1 1/2"

SPOT FACE, TYP

1 1/16" X 2 1/2" SLOTTED HOLE, TYP

R 1/2"

R 1 3/16"2

8 3/4 " 11 3/8 "

9 5/8 "

FCM

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

M V

N D

L A

N D N

A V

A G

A T

N D

E S

N C

E N

T E

R L

R D

DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg1:32:56 PM 10/30/2018

O J E

C T N

U M

B E

E N

A M

A N

S I

S-509

D E

T R

M I

A N A

V E

D E

T R

O L

O C

K C

O M

P L E

S A

U L T S

T E

M A

M I

C H

P E

W A C

O U

N T

P O

E L

O C

K S

T O

P L

O G F

A B

A T

O C

M E

L B

CERTIFIED FINAL - READY TO ADVERTISE

D E

T A

G L

U G

SCALE: NTS

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

NOTE:

ALL RADII ARE 1" UNLESS LABELED OTHERWISE1.

GENERAL SHEET NOTES

S L -P

O E S

L O

G S -5

.d g n

S-509-A8 - LIFTING LUG - SECTIONTOTAL QTY: 16

UNIT QTY: 2

ASTM A148 GR 80-50

R O

S S C

F E

W A

D Y

S Z H

C A

L A

P P I

N Z

A G

E R

S-509

S-509-E5 - LIFTING LUG - ISOMETRIC - FCM

S-509-A1 - LIFTING LUG PLAN - ELEVATION - FRONT VIEWS - FCM

S-509

1 7/8 "

2'-6"

R 15/16" TYP

TYP

5/8" DIA HOLE,

1'-6"

4" 1'-6"

11/16" DIA HOLE, TYP

1/2" PLATE

1'-6"4"

8" 1'-6"

2'-6"

8 1/2 "

R 3" TYP

1/2 "

1/2" PLATE

1 9/16" DIA HOLE, TYP

1'-4"

1 1/2 "

1/2 "

11/16" DIA HOLE, TYP

1 1/2" DIA ROD A36 STEEL, TYP

HOLE, TYP

5/8" DIA

R 15/16"

1 1/8 " TYP

1 1/2 " TYP

/8 T

Y P

SEAL

RUBBER

PLATE

SEAL

1" TYP

1/2 "

2" 11" 1'-1" 4"

1'-0" 1'-0"

3'-1 11/16 "

2'-6"

1/2" PLATE

11/16" DIA HOLE, TYP

2" 11" 1'-1" 4"

1'-0"

3'-1 11/16 "

2'-6"

R 15/16"

HOLE, TYP

5/8" DIA

1 7/8 "

4" 4"4"1'-2"4"

2'-6"

1/2" PLATE

11/16" DIA HOLE, TYP

/8 " 1 /8

1'-0"

116'-6"

1'-0"

116' - 6"

SIMILAR TO S-50-A8

RUBBER SPLICE

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

M V

N D

L A

N D N

A V

A G

A T

N D

E S

N C

E N

T E

R L

R D

DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg1:32:59 PM 10/30/2018

O J E

C T N

U M

B E

E N

A M

A N

S I

S-510

D E

T R

M I

A N A

V E

D E

T R

O L

O C

K C

O M

P L E

S A

U L T S

T E

M A

M I

C H

P E

W A C

O U

N T

P O

E L

O C

K S

T O

P L

O G F

A B

A T

O C

M E

L B

CERTIFIED FINAL - READY TO ADVERTISE

D E

T A

TYP

T Y

TOTAL QTY: 208

UNIT QTY: 26

NATURAL RUBBER/POLYISOPRENE

L -P

O E S

L O

G S -5

.d g n

B E

A R

G B

L O

C K

S L

A D

D E

TOTAL QTY: 176

UNIT QTY: 22

ASTM A709 GR HPS 70WF

T Y

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

1/4

S-510-E1 - LADDER DETAIL

S-510-F5 - BEARING BAR PLATE S-510-F8 - BEARING BLOCK

R O

S S C

F E

W A

D Y

S Z H

C A

L A

P P I

N Z

A G

E R

ACCEPTABLE

PROCEDURE IS

QUALIFIED WELD

USE OF PRE

TOTAL QTY: 16

UNIT QTY: 2

ASTM A709 GR HPS 70WF (UNLESS NOTED)

S-510-A8 - SEAL SPLICE - TYP

T Y

TOTAL QTY: 32

UNIT QTY: 4

ASTM A709 GR HPS 70WF

S-510-B8 - BEARING BAR PLATE

TYP

TOTAL QTY: 8

UNIT QTY: 1

ASTM A709 GR HPS 70WF

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

S-510-A1 - SEAL BAR

3. MAXIMUM END DISTANCE FOR HOLES TO BE 3" UNLESS NOTED.

2. TOTAL LENGTH SHOWN FOR QUANTITITES ONLY. EXACT LENGTH AND PIECE DETAILS DETERMINED BY SPLICE LOCATIONS

NOTE: 1. MATCH HOLE PATTERN TO RUBBER SEAL

2. MAXIMUM END DISTANCE FOR HOLES TO BE 3" UNLESS NOTED.

NOTE: 1. TOTAL LENGTH SHOWN FOR QUANTITITES ONLY. EXACT LENGTH AND PIECE DETAILS DETERMINED BY SPLICE LOCATIONS

TOTAL QTY: 8

UNIT QTY: 1

NATURAL RUBBER/POLYISOPRENE

RUBBER SEAL

BOTH RUBBER PIECES FOR WATERTIGHT JONIT

2. RUBBER KEY MUST HAVE CONTACT BETWEEN

NOTE: 1. SPLICE LOCATIONS AS REQ'D ON WET SIDE ONLY

INTERFACE

RUBBER SEAL

WITH PLATE AT

CJP - GRIND FLUSH

R 1" TYP

3/8" PLATE

R 1 1/2"

5 1/4 "

R 1 1/2" TYP

8'-6"

R 1 1/2" TYP

VARIES

4 1/16 "

VARIES

3/8" PLATE

WT 4X9

3/8" PLATER 1 1/2" TYP

8'-1 15/16 "

R 1" TYP

2 3/8"

5 5/8 "

R 1" TYP

3/8" PLATE

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

M V

N D

L A

N D N

A V

A G

A T

N D

E S

N C

E N

T E

R L

R D

DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg1:33:03 PM 10/30/2018

O J E

C T N

U M

B E

E N

A M

A N

S I

S-511

D E

T R

M I

A N A

V E

D E

T R

O L

O C

K C

O M

P L E

S A

U L T S

T E

M A

M I

C H

P E

W A C

O U

N T

P O

E L

O C

K S

T O

P L

O G F

A B

A T

O C

M E

L B

CERTIFIED FINAL - READY TO ADVERTISE

D E

T A

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

TOTAL QTY: 640

UNIT QTY: 80

ASTM A709 GR HPS 70WF

S L -P

O E S

L O

G S -5

.d g

A L S

F E

N E

R S

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

TOTAL QTY: 272

UNIT QTY: 34

TOTAL QTY: 96

UNIT QTY: 12

ASTM A709 GR HPS 70WF

O F F

L A

N G

E E

F F

L A

N G

E E

T Y

S-511-D4 - TRANSITIONAL STIFFENER

S-511-A7 - INTERCOSTAL

S-511-F4 - FULL LENGTH STIFFENER TOTAL QTY: 144

UNIT QTY: 18

ASTM A709 GR HPS 70WF

W A

D Y

S Z H

C A

L A

P P I

N Z

A G

E R

R O

S S C

F E

UNIT QTY: 2

ASTM A709 GR HPS 70WF

T Y

S-511-B4 - STIFFENER AT INTERCOSTAL

S-511-A1 - FLANGE STIFFENER

TOTAL QTY: 128

UNIT QTY: 16

S-511-E1 - FLANGE STIFFENER

6'-11 1/8 "

4'-7 3/8 "

4'-3"2 1/2 " 1 7/8 "

R 1 1/2" TYP

2 1/2 " 1 7/8 "

7'-3 1/2 "

1 7/8 "8'-2 3/4 "2 1/2 "

8'-7 1/8 "

2'-6"

1'-6"

R 6" TYP

4'-6"

3'-6" R 6" TYP

R 6" TYP R 6" TYP

4'-5 3/4 "

3'-5 3/4 "

2'-0"

R 6' TYP

4'-4"

3'-3 1/2 " R 6' TYP

1/2"…

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