OOL22SL_PLANS_RTA.pdf

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2 3 4 5 6 7 8 9 10

FY 2022

CONTRACT: XXXXXX-XX-X-XXXX

SOLICITATION: W912BV-22-Q-0082

of Engineers

US Army Corps

Tulsa District

REPLACE STOPLOGS

OOLOGAH DAM AND RESERVOIR

TULSA COUNTY, OKLAHOMA

ARKANSAS RIVER WATERSHED

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READY TO ADVERTISE

PROJECT SITE

OOLOGAH LAKE AND

PROJECT OFFICE

USACE OOLOGAH

LOCATION

STOPLOG DELIVERY

OOLOGAH LAKE

TO REMAIN

STOPLOGS

EXISTING

ROAD ACCESS TO STORAGE LOCATION

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SCOPE OF THEIR EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.

DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE

DRAWINGS IN THE SET AS INDEXED. THE INITIALS OR SIGNATURES AND REGISTRATION

SIGNATURES AFFIXED INDICATE OFFICIAL RECOMMENDATIONS AND APPROVAL OF ALL

THIS PROJECT WAS DESIGNED BY THE TULSA DISTRICT ARMY CORPS OF ENGINEERS.

HERE

SEAL

AFFIX

CHIEF, ENGINEERING BRANCH

SHAWN PAINTER, P.E.

REVIEWED BY:

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2 3 4 5 6 7 8 9 10

CHIEF, ENGINEERING & CONSTRUCTION DIVISION

KATHRYN A. WHITE, P.E.

APPROVED BY:

B1

SCALE: N.T.S.

PROJECT VICINITY MAP

C6

SCALE: N.T.S.

STOPLOG DELIVERY LOCATION

G-002

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LAWTON

ARDMORE

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HUGO

OKLAHOMA

ENID

CITY

ARKANSAS

TULSA

MUSKOGEE

HENRYETTA

EDMOND

CITY

ELK

CITY

OKLAHOMA

N

LIFTING BEAM CONTORL DIMENSIONSS-602

STOPLOG CONTROL DIMENSIONSS-601

LIFTING BEAM DETAILSS-502

STOPLOG DETAILSS-501

LIFTING BEAM PLAN, ELEVATION, AND SECTIONSS-302

STOPLOG PLAN, ELEVATION, AND SECTIONSS-301

GENERAL NOTES, ABBREVIATIONS, AND ISOMETRIC VIEWS-001

AND INDEX OF DRAWINGS

PROJECT VICINITY MAP, LIFTING BEAM AND STOPLOG DELIVERY LOCATION, G-002

COVER SHEETG-001

INDEX OF DRAWINGS

DRAWING NO. TITLE

95°41'6.81"W

36°25'53.60"N

DELIVERY LOCATION/ STORAGE COMPOUND:

APPROXIMATE COORDINATES FOR

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S-001

WIRE ROPES AND SOCKETS - PROOF LOAD TEST

STOPLOGS - HANG AND STACK TEST

REQUIREMENTS. TESTING REQUIRED: LIFTING BEAM - HANG AND PROOF LOAD TEST

2. PERFORM ALL TESTING ON STOPLOGS AND LIFTING BEAM IN ACCORDANCE WITH SPECIFICATION

DIMENSIONS AND TOLERANCES SHOWN.

1. FIELD MEASUREMENTS OF THE EXISTING STOP LOG SLOTS SHALL BE TAKEN TO VERIFY OVERALL

FASTENERS, SEALS, AND PAINT COATING. SEE DETAIL ON S-501.

DESIGNATION NUMBER, RATED HEAD, AND FINAL WEIGHT TO INCLUDE WEIGHT OF UNIT, WELDS,

20. STOPLOG UNITS MUST HAVE AN HSS IDENTIFICATION PLATE INDICATING THE FOLLOWING: UNIT

STRENGTH OF 2,000 PSI (ASTM A412).

(ASTM D 2240). THE FILM MUST BE FLUOROCARBON FILM NO. 4508 AND MUST HAVE A TENSILE

STRENGTH OF 3,000 PSI (ASTM D 412) AND A DUROMETER HARDNESS (SHORE TYPE A) OF 60 TO 70

19. ALL RUBBER SEALS MUST BE OF THE MOLD TYPE ONLY. THE RUBBER SEALS MUST HAVE A TENSILE

".32

FROM TRUE PLANE SHALL NOT EXCEED

" PER FOOT AND THE MAXIMUM DEVIATION AT ANY POINT 64

FROM A TRUE PLANE BY MORE THAN

18. THE SURFACES OF ALL SEAL BEARING BARS AFTER WELDING TO THE GATE MUST NOT DEVIATE

DRAWINGS MUST CLEARLY IDENTIFY ANY MODIFIED DIMENSIONS.

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

17. CORRECT FIT OF PARTS IS THE CONTRACTOR'S RESPONSIBILITY. THE CONTRACTOR MUST VERIFY

FURTHER INFORMATION.

ABR OR HYD WITH FRACTURE CRITICAL ENDORSEMENT. REFERENCE SPECIFICATIONS FOR

CERTIFICATION PROGRAM AND IS DESIGNATED AN AISC CERTIFIED PLANT, CATEGORY CBR, IBR,

16. SHOP FABRICATOR MUST BE A QUALIFIED FABRICATOR WHO PARTICIPATES IN THE AISC

MUST BE APPLIED BY BRUSH APPLICATION.

ALL BOLT HOLES ARE PAINTED IN THE SAME MANNER AS THE STOPLOGS. PAINTING OF BOLT HOLES

14. AVOID PLACING BOLT HOLE WITHIN ONE (1) INCH OF WT BEAM WEB. ENSURE THAT THE INSIDE OF

POLYTETRAFLUOROETHYLENE. INSTALL BOLTS USING A THREADLOCKING FLUID.

RESPECTIVELY, TYPE 304, CONDITION AF. STAINLESS STEEL HARDWARE MUST BE COATED WITH

ASTM A240, TYPE 304L. SEAL BOLTS AND NUTS MUST CONFORM TO ASTM F879 AND F594

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

GROUND SMOOTH AND MUST BE 100% RT AND UT TESTED AS PER THE SPECIFICATIONS.

CONTRACTING OFFICER. ALL SPLICES MUST BE COMPLETE JOINT PENETRATION GROOVE WELDS

12. SPLICES ARE NOT PERMITTED IN PLATES UNLESS SUBMITTED TO AND APPROVED BY THE

SURFACE PROFILE IN ACCORDANCE WITH ASTM DD4417, METHOD C.

11. STOPLOG SURFACE PREPARATION MUST BE WHITE METAL BLASTED (SSPC-SP5). MEASURE

RUBBER SEALS.

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

APPLIED BY BRUSH ON EDGES, CORNERS, WELDS, FASTENERS, AND SIMILAR SURFACE

ACCORDANCE WITH SPECIFICATION. COAT MUST CONSIST OF A PRELIMINARY STRIPE COAT

10. AFTER ALL WELDING HAS BEEN COMPLETED AND INSPECTED, THE STOPLOGS MUST BE PAINTED IN

LOCATION OF LIFTING LUGS AS SPECIFIED IN CONTRACT SPECIFICATION SECTION 01 78 00.

MUST BE SUBMITTED FOR APPROVAL. PROVIDE FINAL APPROVED SHOP DRAWINGS WITH FINAL

CENTER OF GRAVITY OF THE GATE TO ENSURE THAT THE GATE HANGS LEVEL. THIS DEVIATION

PRIOR TO LOCATING THE LIFTING HOOKS. ADJUST THE LOCATION OF THE LIFTING HOOKS TO THE

9. THE GATE FABRICATOR MUST HANG THE STOPLOGS AND DETERMINE THE CENTER OF GRAVITY

" RADIUS PRIOR TO COATING.8

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

ON BOTH SIDES REGARDLESS OF WHETHER OR NOT NOTED IN WELD SYMBOL TAILS.

SECTION 05 59 20. ALL COMPLETE JOINT PENETRATION (CJP) BUTT WELDS MUST BE GROUND FLUSH

7. NONDESTRUCTIVE TESTING OF WELDS MUST BE IN ACCORDANCE WITH THE SPECIFICATION

SURFACES MUST BE SEAL WELD.

HOLES MUST BE WRAPPED WITH THE ADJACENT FILLET WELD OF EQUAL SIZE. ALL FAYING

6. ALL WELDS MUST BE CONTINUOUS AND WATERTIGHT TO SEAL THE STRUCTURE. ALL WELD ACCESS

DRAWINGS AND MUST BE PROVIDED FOR GOVERNMENT APPROVAL.

SHEET THE WELD IS LOCATED. THE LIST SHALL BE ADDED TO THE FIRST PAGE OF THE SHOP

TO THE SHOP DRAWINGS MUST BE PROVIDED IN LIST FORM IDENTIFYING WHICH SHOP DRAWING

PERMISSION FROM THE CONTRACTING OFFICER. ALL MISSING WELDS ADDED BY THE CONTRACTOR

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

WELDING MUST CONFORM TO AWS D1.5 8TH EDITION AND SPECIFICATION SECTION 05 59 20.

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

AND BEARING PLATES.

THE FOLLOWING MEMBERS ARE NOT CONSIDERED FRACTURE CRITICAL: VERTICAL DIAPHRAGMS,

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

STRUCTURAL MEMBERS UNLESS NOTED OTHERWISE.

2. ALL STRUCTURAL STEEL MUST CONFORM TO ASTM A709-21 F2 GRADE 50 STEEL FOR ALL

1. FABRICATE AND DELIVER THREE (3) STOPLOGS UNITS AS SHOWN.

STOPLOG FABRICATION NOTES

STOPLOG DESIGN DATA GENERAL NOTES

1929 (NGVD29).

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

STOPLOGS IS AT ELEVATION 564.125 FT; THE TOP OF THE STOPLOGS IS AT ELEVATION 585.125 FT.

3. THE STOPLOGS ARE DESIGNED FOR A MAXIMUM HEAD OF 114.125 FEET. THE BOTTOM OF THE

HYDRAULIC STEEL STRUCTURES".

2. THE STOPLOGS ARE DESIGNED FOLLOWING THE REQUIREMENTS OF ETL-1110-2-584, "DESIGN OF

AND BOLTS IS 7,131 LBS.

1. THE ESTIMATED DRY WEIGHT OF EACH STOPLOG UNIT, INCLUDING RUBBER SEALS, PAINT, WELDS

A7

ISOMETRIC VIEW OF (1) STOPLOG UNIT

SCALE: N.T.S.

VIEW LOOKING UPSTREAM

ABBREVIATIONS

ULTRASONIC TESTINGUT

TYPICALTYP.

TOPT/

SIMILARSIM.

RADIUSR

PLATEPL

ON CENTERO.C.

NOT TO SCALEN.T.S.

MAGNETIC PARTICLE TESTINGMT

MAXIMUMMAX

FRACTURE CRITICAL MEMBERFCM

FEETFT

DIAMETERDIA.

COMPLETE JOINT PENETRATIONCJP

CENTER OF GRAVITYCOG

CENTERLINECL

BOTTOMB/

LIFTING BEAM DESIGN DATA

3. THE LIFTING BEAM IS DESIGNED TO CARRY ONE STOPLOG AT A TIME.

MECHANICAL DESIGN.

HYDRAULIC STEEL STRUCTURES" AND EM 1110-2-4205, "HYDROELECTRIC POWER PLANTS

2. THE STOPLOGS ARE DESIGNED FOLLOWING THE REQUIREMENTS OF ETL-1110-2-584, "DESIGN OF

PINS IS 2,101 LBS.

1. THE ESTIMATED DRY WEIGHT OF THE LIFTING BEAM, INCLUDING WHEELS, PAINT, WELDS AND

LIFTING BEAM FABRICATION NOTES

15. WIRE ROPES MUST BE PERMANENTLY MARKED IN ACCORDANCE WITH ASME B30.9.

14. LIFTING BEAM MUST BE PERMANENTLY MARKED IN ACCORDANCE WITH ASME B30.20.

13. BENT PLATE MUST NOT BE COLD BENT PER AWS D1.5. A HEATED BENT PLATE MUST BE PROVIDED.

DRAWINGS MUST CLEARLY IDENTIFY ANY MODIFIED DIMENSIONS.

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

12. CORRECT FIT OF PARTS IS THE CONTRACTOR'S RESPONSIBILITY. THE CONTRACTOR MUST VERIFY

FURTHER INFORMATION.

ABR OR HYD WITH FRACTURE CRITICAL ENDORSEMENT. REFERENCE SPECIFICATIONS FOR

CERTIFICATION PROGRAM AND IS DESIGNATED AN AISC CERTIFIED PLANT, CATEGORY CBR, IBR,

11. SHOP FABRICATOR MUST BE A QUALIFIED FABRICATOR WHO PARTICIPATES IN THE AISC

PAINTED. ENSURE THE INSIDE OF ALL PIN HOLES ARE BRUSH PAINTED.

10. AFTER ALL WELDING HAS BEEN COMPLETED AND ALL WELDS INSPECTED, THE LIFTING BEAM MUST BE

OF SPLICES AND JOINT DETAILS MUST BE SUBMITTED TO THE CONTRACTING OFFICER FOR APPROVAL.

GROUND SMOOTH AND MUST BE 100% RT AND UT TESTED AS PER THE SPECIFICATIONS. LOCATIONS

CONTRACTING OFFICER. ALL SPLICES MUST BE COMPLETE JOINT PENETRATION GROOVE WELDS

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

ON BOTH SIDES REGARDLESS OF WHETHER OR NOT NOTED IN WELD SYMBOL TAILS.

SECTION 05 59 20. ALL COMPLETE JOINT PENETRATION (CJP) BUTT WELDS MUST BE GROUND FLUSH

8. NONDESTRUCTIVE TESTING OF WELDS MUST BE IN ACCORDANCE WITH THE SPECIFICATION

SURFACES MUST BE SEAL WELD.

HOLES MUST BE WRAPPED WITH THE ADJACENT FILLET WELD OF EQUAL SIZE. ALL FAYING

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

THE FIRST PAGE OF THE SHOP DRAWINGS AND MUST BE PROVIDED FOR GOVERNMENT APPROVAL.

IDENTIFYING WHICH SHOP DRAWING SHEET THE WELD IS LOCATED. THE LIST SHALL BE ADDED TO

ADDED BY THE CONTRACTOR TO THE SHOP DRAWINGS MUST BE PROVIDED IN LIST FORM

PERMISSION FROM THE CONTRACTING OFFICER AND ENGINEER OF RECORD. ALL MISSING WELDS

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 LATEST EDITION AND SPECIFICATION SECTION 05 59 20.

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

THE FOLLOWING MEMBERS ARE NOT CONSIDERED FRACTURE CRITICAL: WHEELS.

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

FOR ALL STRUCTURAL MEMBERS UNLESS NOTED OTHERWISE.

2. ALL STRUCTURAL STEEL, EXCEPT WHEELS, MUST CONFORM TO ASTM A709-21 F2 GRADE 50 STEEL

1. FABRICATE AND DELIVER ONE (1) AS SHOWN.

"2

2'-4 "2

3'-11 "2

3'-11 "2

2'-4

12'-8" TO OUTSIDE EDGES OF SKIN PLATE

6'-4" 6'-4"

SEAL PLATE

TOP OF

EDGE OF SKIN PLATE

CL DIAPHRAGM 1 CL DIAPHRAGM 2 CL DIAPHRAGM 3

"4

1'-2 "4

3'-1

BEAMS 1 THRU 4

HOLES, TYP. FOR

CL 2" DRAIN SEE DEATIL ON SHEET S-501.

LIFTING HOOK (TYP)

BOTTOM OF SKIN PLATE

SYM. ABOUT CL

" x 5" TYP.2

PL

WT 16.5x59 " SKIN PLATE4

AT 4" O.C. MAX, TYP.

SEAL BOLTS, SPACED

" DIA. COUNTERSUNK 8

"4 x 1"8

PL

SEAL PLATE

"8 x 2"2

PL

BEARING SEAL PLATE

BEARING SEAL

1" THICK

SEAL

J-BULB SIDE

PLATE

" SKIN 4

NOTE ON SHEET S-001.

OF GRAVITY, SEE

STOPLOG CENTER

SHEET S-501

SEE DETAIL ON

1" LIFTING HOOK,

" x 5"8

PL

TOP SEAL PLATE

HOLE, TYP.

" R WELD ACCESS 2

WT 16.5x59

"4

1'-3

" DIAPHRAGM PLATE2

11'-5"

"8 x 2"2

PL

BEARING SEAL PL

BEARING SEAL

1" THICK

"8

"16

±6

" END PLATE2

"2

1'-1 5"

" x 5"8

PL

TOP SEAL PLATE

"8

" x 48

PL

SEAL PLATE

TOP END

PLATE

" SKIN 4

SEAL

J-BULB SIDE

1'-5"

WT 16.5x59

" x 5"2

PL

FRONT END PL

PLATE

SEAL CLAMP

BAR

SEAL BACKER

" x 5"2

PL

FRONT END PLATE

"8

" x 48

PL

TOP END SEAL PLATE

"8

5"

" x 5"8

PL

TOP SEAL PLATE

LIFTING HOOK

WT 16.5x59AT LIFTING HOOKS

" STIFFENER PLATE2

" STIFFENER PLATE2

"2

2'-4 "2

3'-11 "2

3'-11

PLATE

1/2 " END "

5"

"COPE, TYP.

BEAM

" x 5"2

PL

FRONT END PLATE

WT 16.5x59

"8

" x 1'-102

PL

DIAPHRAGM PLATE

TYP. EACH BEAM

2" DIA. DRAIN HOLES,

ACCESS HOLE

" R WELD 2

BEARING SEAL

1" THICK

"8 x 2"2

PL

BEARING SEAL PLATE" SKIN PLATE4

"16

"2

2'-4

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BEAM 1

CL

BEAM 2

CL

BEAM 3

CL

BEAM 4

CL

MT, TYP.

FLOW

MT, TYP.

STIFFENER OCCURS ONLY ONCE, AT CL OF BULKHEAD.

* NOTE ELEMENT IS SHOWN FOR CLARITY. BOTTOM

FLOW

TYP.

PJP; MT

MT, TYP.

TYP.

CJP; UT

MT, TYP.

MT, TYP.

MT, TYP.

MT, TYP.

S-301

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IO

N

SCALE: 1" = 1'-0"

HALF UPSTREAM ELEVATION

D1

SCALE: 1" = 1'-0"

HALF DOWNSTREAM ELEVATION

D4

SCALE: 1" = 1'-0"

SECTION

SCALE: 1" = 1'-0"

SECTION

SCALE: 1" = 1'-0"

SECTION

SCALE: 1" = 1'-0"

SECTION

S-301

D7 D9

S-301

S-301

C1

S-301

A1

READY TO ADVERTISE

S-301

D7

S-301

D9S-301

C1

S-301

A1

S-501

B1

S-501

F1

" TO OUTSIDE EDGES OF WHEELS4

12'-11

6'-2 1/2 " 6'-2 1/2 "

MC 18x42.7

/4

WELDED RING

" THICK 4

EXTRA THICK THIMBLE

TYPE 304 WIRE ROPE

6X19 STAINLESS STEEL

" DIA. x 10' LONG4

10 1/2 " 10 1/2 "

"4

" x 5" x 0'-102

PL

/4

STOP ARM4

L 3x3x

" x 6" x 1'-6"2

PL

15°

1" ROCKER ARM

SEE DETAIL THIS SHEET

" OPERATING HANDLE,2

4'-0" 4'-0"

WHEEL, TYP.

8" DIA. GUIDE

" x 6" x 1'-6"2

PL

STOP PLATE

" x 6" x 1'-6"2

PL

" LIFTING LINK PLATE8

MC 18x42.7

B E

A M

D E

P T

H

" WHEEL PLATE2

" LINK ARM PLATE8

4'-1 7/8

4'-1 7/8

2'-2 1/2 "

OPEN SOCKET

STAINLESS STEEL

"2

1 4 1/8 " 4'-0"

/4

/4

AT 2" O.C.

" DIA. HOLES16

5 -

6"

1"

"2

R " x 3" x 4'-0"2

PL

AS REQUIRED

STEEL COUNTERWEIGHT

" DIA. COUNTERWEIGHT BOLT2

SNAP, SEE NOTE #4 ON S-502.

RING FOR NYLON ROPE AND

PROVIDE HOLE FOR RING AND

3"

TYP.

MT;

SHEET ID

T U

L S

A O

K L

A H

O M

A

E s t

S T

R E

E T

T U

L S

A D

IS

T

R

IC

T

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

D R

A W

N B

Y

C H

E C

K E

D B

Y

S U

B M

IT

T

E D

B Y

S I Z

E

A N

S I

D

IS

S

U E

D A

T E

S O

L

IC

IT

A

T

IO

N N

O

C O

N T

R A

C T

N O

C A

T E

G O

R Y

C O

D E of Engineers ® US Army Corps

A

D E

S

IG

N E

D B

Y

F

IL

E N

A M

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

F Y

T U

L S

A C

O U

N T

Y

O K

R E

P L

A C

E S

T O

P L

O G

S

O O

L O

G A

H D

A M

A N

D R

E S

E R

V O

IR

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

PIVOT PIN

" DIA. 2

CL OF 2

PIVOT PIN

" DIA. 2

CL OF 2

TYP.

CJP, UT

MT; TYP.

MT; TYP.

TYP.

CJP, UT

S-302

M H

A R

V E

Y E

.I

M H

A R

V E

Y E

.I

A S

T U

A R

T P

.E

P S

H O

O P

M A

N P

.E

F Y

W B

V -2

-Q

-0

X X

X X

X X

-X X

-X -X

X X

X

O O

L S

L -S

H E

E T

S .D

G N

E L

E V

A T

IO

N

A

N D

S E

C T

IO

N

S

L

IF

T

IN

G B

E A

M P

L A

N

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

LIFTING BEAM PLAN

F1

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

LIFTING BEAM ELEVATION

B1

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

OPERATING HANDLE DETAIL

D8

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

ELEVATION

COUNTERWEIGHT

OPERATING HANDLE

C9

RIGGING COMPONENTS MUS HAVE A DESIGN FACTOR OF FIVE.

BE PROOF TESTED. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. ALL

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

READY TO ADVERTISE

S-502

E8

S-502

D1

S-502

A1

S-502

C4

S-502

A4

"2

R

"4

"4

SUNK BOLTS

" DIA. COUNTER-8

SIDE SEAL

EDGE OF J-BULB

SEAL

1" BEARING

PLATE AND J-BULB

GAP BETWEEN END "4

PLATE

SKIN

SIDE SEAL PL

PLATE AND J-BULB

BEARING SEAL

GAP BETWEEN "16

1"

BAR

SIDE BEARING

J-BULB

PLATE

BEARING SEAL

1"

"21

R

"8

1"16

"2

3 "4

PLATE

END

BACKER BAR

" SEAL 4

" x 4

SEAL PLATE

" 2

" x 8

2 PLATE

CLAMP

"8

" x 4

SKIN PLATE

BAR

" BEARING 4

"16

"4

9 "16

1"

M

IN

" R, TYP.2

AT LIFTING HOOK

STIFFENER PLATE

" FRONT 2

AT LIFTING HOOK

" BACK STIFFENER PLATE2

"16

2 "16

2 1"

1"

R

"4

R

"2 11R"

"2

2" R

8"

1"

"16

"4

6 "16

"16

±6

"16

1'-3

5" R, TYP.2

" STIFFENER PLATE2

" STIFFENER PLATE2

"16

1'-3

" R, TYP.2

6"

1" TALL x 1/4" DEEP

MILLED CHARACTERS

" WITH2

x6"x1'-1"8

PL

HSS IDENTIFICATION

SEAL PLATE

TOP END

PLATE

" SKIN 4

" END PLATE2

1 " FRONT PLATE2

"4

[001, 002, 003]

STOPLOG.

NUMBER FOR EACH

UNIQUE, SEQUENTIAL

FABRICATOR

AS DETERMINED BY

ACTUAL FINAL WEIGHT

ALL CORNERS

" RADIUS 8

SHEET ID

T U

L S

A O

K L

A H

O M

A

E s t

S T

R E

E T

T U

L S

A D

IS

T

R

IC

T

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

D R

A W

N B

Y

C H

E C

K E

D B

Y

S U

B M

IT

T

E D

B Y

S I Z

E

A N

S I

D

IS

S

U E

D A

T E

S O

L

IC

IT

A

T

IO

N N

O

C O

N T

R A

C T

N O

C A

T E

G O

R Y

C O

D E of Engineers ® US Army Corps

A

D E

S

IG

N E

D B

Y

F

IL

E N

A M

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

F Y

T U

L S

A C

O U

N T

Y

O K

R E

P L

A C

E S

T O

P L

O G

S

O O

L O

G A

H D

A M

A N

D R

E S

E R

V O

IR

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

1TYP.

MT,

HOOK LOCATION

BASED ON LIFTING

DIMENSION MAY VARY

LOCATION

LIFTING HOOK

VARY BASED ON

DIMENSION MAY

1TYP.

MT,

1 TYP.

MT,

1 TYP.

MT,

1 TYP.

MT,

OOL-OW-SL-001

RATING: 114' HEAD

WT: 7125 LBS

1 MT, TYP.

S-501

M H

A R

V E

Y E

.I

M H

A R

V E

Y E

.I

A S

T U

A R

T P

.E

P S

H O

O P

M A

N P

.E

F Y

W B

V -2

-Q

-0

X X

X X

X X

-X X

-X -X

X X

X

O R

S -S

H E

E T

S .D

G N

S T

O P

L O

G D

E T

A

IL

S

C8

J-BULB SIDE SEAL DETAIL, TYP.

SCALE: 6" = 1'-0"

SUBMIT PRODUCT DATA FOR APPROVAL.

VARY BASED ON MANUFACTURER.

J-BULB SEAL DIMENSIONS MAY

F8

BEARING SEAL DETAIL, TYP.

SCALE: 6" = 1'-0"

B1

SEAL CORNER DETAIL

SCALE: 3" = 1'-0"

F1

J-BULB CORNER DETAIL

SCALE: 6" = 1'-0"

D4

LIFTING HOOK DETAILS

SCALE: 3" = 1'-0"

NOTE: NOT ALL ELEMENTS SHOWN FOR CLARITY.

A4 TOP STIFFENER DETAIL x1

SCALE: 3" = 1'-0"

NOTE: NOT ALL ELEMENTS SHOWN FOR CLARITY.

STIFFENER LOCATED AWAY FROM LIFTING HOOK A6

BOTTOM STIFFENER DETAIL x1

SCALE: 3" = 1'-0"

NOTE: NOT ALL ELEMENTS SHOWN FOR CLARITY.

STIFFENER LOCATED AWAY FROM LIFTING HOOK

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

HSS IDENTIFICATION PLATE

A8

ADD PLATE TO BOTH ENDS OF STOPLOG UNITS. TOTAL (6) PLATES.

"8

1'-6

"4

R-3B-3

"16

3 "2

2 "16

CRS PIN, TYP.

" DIA. 2

"4

LINK PL, TYP.

" LIFTING 8

R-1

", TYP.32

B-1 "4

"8

WASHER

FLAT

"2

CRS PIN, TYP.

" DIA. 2

ASTM A572 GR 50

" DIA. LINK PIN 2

MC 18x42.7

"2

COUNTERWEIGHT

HANDLE &

OPERATING

1"

"4

B-3

CRS PIN, TYP.

" DIA. 2

R-2 B-2

CRS PIN, TYP.

" DIA. 2

4"

"32

"2

"4

WASHER

FLAT

LINK PL, TYP.

" LIFTING 8

"16

3 1"

"16

"4

"4

"8

1'-6

"2

"4

4 CRS PIN, TYP.

" DIA. 2

MC 18x42.7

B-3

" x 4" LINK ARM PLATE8

4'-1 7/8

ROCKER ARM

PL 1" x 6" x 1'-6"

HANDLE

" OPERATING 2

3" R

ARM PLATE

" x 4" LINK 8

/4

2" R

3"R

2" R

7"

/2

STOP PLATE

" x 6" x 1'-6"2

PL

2"

" WHEEL PLATE2

WHEEL, TYP.

8" DIA. GUIDE

MC 18x42.7

4" R

SPELTER SOCKET

3" DIA. OPEN

/2

PLATE

" BENT 2

"8

11"

1'-1"

/4

WHEEL, TYP.

8" DIA. GUIDE

MC 18x42.7

/4

PLATE

" BENT 2

" x 6" x 1'-6"2

PL

PLATE

" WHEEL 2

/4

1"

3"

"2

2"

BUSHING

BRONZE

GRAPHITE

FLAT WASHER

"16

"16

"2

"16

"16

"8

SHEET ID

T U

L S

A O

K L

A H

O M

A

E s t

S T

R E

E T

T U

L S

A D

IS

T

R

IC

T

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

D R

A W

N B

Y

C H

E C

K E

D B

Y

S U

B M

IT

T

E D

B Y

S I Z

E

A N

S I

D

IS

S

U E

D A

T E

S O

L

IC

IT

A

T

IO

N N

O

C O

N T

R A

C T

N O

C A

T E

G O

R Y

C O

D E of Engineers ® US Army Corps

A

D E

S

IG

N E

D B

Y

F

IL

E N

A M

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

F Y

T U

L S

A C

O U

N T

Y

O K

R E

P L

A C

E S

T O

P L

O G

S

O O

L O

G A

H D

A M

A N

D R

E S

E R

V O

IR

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

1 TYP.

MT,

TYP.

MT,

TYP.

MT,

5TYP.

MT,

5 TYP.

MT,

S-502

M H

A R

V E

Y E

.I

M H

A R

V E

Y E

.I

A S

T U

A R

T P

.E

P S

H O

O P

M A

N P

.E

F Y

W B

V -2

-Q

-0

X X

X X

X X

-X X

-X -X

X X

X

O R

S -S

H E

E T

S .D

G N

L

IF

T

IN

G B

E A

M D

E T

A

IL

S

D1 SECTION - AT LIFTING LINK PL

SCALE: 3" = 1'-0"

LINK OPERATING MECHANISM DETAIL

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

NOTE: NOT ALL ELEMENTS SHOWN FOR CLARITY.

S-502

A1 SECTION - AT ROCKER ARM

SCALE: 3" = 1'-0"S-502

SECTION

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

E8

S-502

SECTION

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

C4

S-502

SECTION

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

A4

S-502

PIVOT POINT SHAFT - R-1

PIVOT POINT BUSHING - B-1

ROCKER SHAFT - R-2

ROCKER BUSHING - B-2

LINK ARM SHAFT - R-3

LINK ARM BUSHING - B-3

5. PROVIDE KEEPER PLATES FOR ALL STAINLESS STEEL PINS AND WHEEL PINS.

SNAP ATTACHED.

4. CONTRACTOR TO PROVIDE 150 FEET OF 1/2" NYLON ROPE WITH BRONZE SWIVEL SPRING

3. ALL PIVOT PINS ARE ASTM A693 TYPE 17-4 PH, GRADE 630, CONDITION 1100 STAINLESS STEEL.

2. ALL FITS MUST BE IN ACCORDANCE WITH ANSI B4. 1-1967, REAFFIRMED 2009.

CLASS RC 4 FIT WITH BUSHINGS.

1. ALL BUSHINGS ARE OF THE BRONZE TYPE AND HAVE A CLASS LT 6 FIT. SHAFT AND PINS HAVE A

NOTES:

E4

SHAFT AND BUSHING DETAILS

SCALE: 3" = 1'-0"

B6

H I J K

L M

N O

P

E

C - OUT TO OUT SKIN PLATE

D - CL TO CL OF SEAL PLATE

SHEET ID

T U

L S

A O

K L

A H

O M

A

E s t

S T

R E

E T

T U

L S

A D

IS

T

R

IC

T

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

D R

A W

N B

Y

C H

E C

K E

D B

Y

S U

B M

IT

T

E D

B Y

S I Z

E

A N

S I

D

IS

S

U E

D A

T E

S O

L

IC

IT

A

T

IO

N N

O

C O

N T

R A

C T

N O

C A

T E

G O

R Y

C O

D E of Engineers ® US Army Corps

A

D E

S

IG

N E

D B

Y

F

IL

E N

A M

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

F Y

T U

L S

A C

O U

N T

Y

O K

R E

P L

A C

E S

T O

P L

O G

S

O O

L O

G A

H D

A M

A N

D R

E S

E R

V O

IR

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

A B

F G

S-601

M H

A R

V E

Y E

.I

M H

A R

V E

Y E

.I

A S

T U

A R

T P

.E

P S

H O

O P

M A

N P

.E

F Y

W B

V -2

-Q

-0

X X

X X

X X

-X X

-X -X

X X

X

O R

S -S

H E

E T

S .D

G N

S T

O P

L O

G C

O N

T R

O L

D

IM

E N

S

IO

N S

STOPLOG - UPSTREAM ELEVATION VIEW

SCALE: 1" = 1'-0"

C1

S-601

STOPLOG - PLAN VIEW

SCALE: 1" = 1'-0"

A1

S-601

STOPLOG - DOWNSTREAM ELEVATION VIEW

SCALE: 1" = 1'-0"

C6

S-601

K L

15°

H I

M

G

F

J

ON

B

C

D E

A

P

SHEET ID

T U

L S

A O

K L

A H

O M

A

E s t

S T

R E

E T

T U

L S

A D

IS

T

R

IC

T

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

D R

A W

N B

Y

C H

E C

K E

D B

Y

S U

B M

IT

T

E D

B Y

S I Z

E

A N

S I

D

IS

S

U E

D A

T E

S O

L

IC

IT

A

T

IO

N N

O

C O

N T

R A

C T

N O

C A

T E

G O

R Y

C O

D E of Engineers ® US Army Corps

A

D E

S

IG

N E

D B

Y

F

IL

E N

A M

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

F Y

T U

L S

A C

O U

N T

Y

O K

R E

P L

A C

E S

T O

P L

O G

S

O O

L O

G A

H D

A M

A N

D R

E S

E R

V O

IR

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

S-602

M H

A R

V E

Y E

.I

M H

A R

V E

Y E

.I

A S

T U

A R

T P

.E

P S

H O

O P

M A

N P

.E

F Y

W B

V -2

-Q

-0

X X

X X

X X

-X X

-X -X

X X

X

O R

S -S

H E

E T

S .D

G N

L

IF

T

IN

G B

E A

M C

O N

T R

O L

D

IM

E N

S

IO

N S

LIFTING BEAM - PLAN VIEW

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

2. RECORD CONTROL DIMENSIONS AFTER FABRICATION, PRIOR TO PAINTING.

1. TOLERANCES PER SPECIFICATION.

NOTES:

F1

S-602

LIFTING BEAM - ELEVATION VIEW

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

B1

S-602