3 of 4 Fort Peck PH1 DT Stoplogs Solicitation Plan Set.pdf
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- Solicitation number
- W9128F23R0002
About this file
This document provides details of a federal contract solicitation for Powerhouse 1 Draft Tube Stoplog Replacement at Fort Peck Dam in Montana. The U.S. Army Corps of Engineers, Omaha District is soliciting bids to replace the draft tube stoplogs and lifting beam at Fort Peck Dam's Powerhouse 1. A site visit is scheduled for May 9, 2023 and bids must be submitted by May 23, 2023. The estimated construction cost is between $500,000 and $1,000,000. The work includes removing the existing stoplogs and lifting beam, installing new stoplogs and a new lifting beam, and replacing dogging devices in each stoplog slot. The selected contractor must commence work upon contract award and complete the project within 450 calendar days of receiving a notice to proceed. The primary NAICS code for this opportunity is 237990 for other heavy and civil engineering construction. The solicitation is restricted to small businesses only and is available on SAM.gov using the provided solicitation number.
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SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE: FEBRUARY 2023
POWERHOUSE 1
MISSOURI RIVER
FORT PECK DAM
W9128F23R0002
OMAHA DISTRICT
of Engineers
US Army Corps
C1
PHOTOGRAPH
SCALE: NTS
C7
PROJECT LOCATION
SCALE: NTS
NORTH
G13
VICINTY MAP
SCALE: NTS
NORTH
REPLACEMENT
DRAFT TUBE STOPLOG AND LIFTING BEAM
JAMES D. CALNON, P.E.
CHIEF, MECHANICAL/STRUCTURAL BRANCH
JORDAN S. FINK, P.E.
DIRECTOR, HYDROELECTRIC DESIGN CENTER
DATEDATE
SUBMITTED BY: APPROVED BY:
DOCUMENTS WITHIN THE SCOPE OF THEIR EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.
THE INITIALS OR SIGNATURES AND REGISTRATION DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE PROJECT
THIS PROJECT WAS DESIGNED BY THE HYDROELECTRIC DESIGN CENTER OF THE U.S. ARMY CORPS OF ENGINEERS.
PROJECT: FORT PECK DRAFT TUBE STOPLOG AND LIFTING BEAM REPLACEMENT
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INDEX TO DRAWINGS
GENERAL
FILE NAME
NO
SHEET
TITLE DRAWING NUMBER TITLE
RESOURCE
REQ'D
AS-BUILT
INDEX TO RESOURCE DRAWINGS
STRUCTURAL
MECHANICAL
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THE NEAREST NORTHERN-MOST STOPLOG SLOT IN TAILRACE DECK.
CONTRACTOR TO DELIVER DRAFT TUBE STOPLOGS AND LIFTING BEAM TO 1.
GENERAL NOTES
PLANT 1
DRAFT TUBE SLOT
MOBILE CRANE LOCATION
A1
PLAN
SCALE: NTS
NORTH
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EL 2022.0 (TOP OF SLOT)
EL 2010.25 (BOTTOM OF SLOT)
FLOW
UNUSUAL AND EXTREME EL 2046.0
USUAL EL 2036.0
CONTROL DIMENSIONS CHART
DRAFT TUBE STOPLOG
17' -0 1/2"
14' -0 1/2"
DIMENSIONS FOR INSTRUCTIONS TO CONTRACTOR
SEE SECTION 05 59 13.01 26 PART 3.4 CONTROL
END CHANNELS
BACK TO BACK,
NOT USED-
8"
TO ROLLER CL
D/S FACE OF CHANNEL
LIFTING LUG CL
BOTTOM OF WEB PL TO
LIFTING LUGS
CL TO CL
2 5' -2 1/2"
AND TOP CHANNELS
BACK TO BACK, BOT
0' -2 1/2"
Q
TYPICALTYP
SYMMETRICALSYMM
STIFFENERSTIF
NOT TO SCALENTS
VERTICALVERT
UPSTREAMU/S
PLACESPLCS
PLATESPLS
PLATEPL
ON CENTEROC
HORIZONATALHORIZ
FRACTURE CRITICAL MEMBERFCM
FLANGEFLG
ELEVATIONEL
DOWNSTREAMD/S
DIMENSIONDIM
DIAPHRAGMDIA
COUPLINGCPLG
CONTROLCTRL
CENTERLINECL
CENTER OF GRAVITYCG
CENTER TO CENTERCC
X.XXXX +/- 0.00005
X.XXX +/- 0.0005
X.XX +/- 0.005
X.X +/- 0.02
X +/- 0.1
DIMENSION TOLERANCE
5.3 TOLERANCES FOR DECIMAL DIMENSIONS ARE AS FOLLOWS:
5.1.3 NON-MILLED ENDS AND MEMBER LENGTH OVER 30': +/- 1/8"
5.1.2 NON-MILLED ENDS AND MEMBER LEGNTH OF 30' OR LESS: +/- 1/16"
5.1.1 BOTH ENDS MILLED: +/- 1/32"
5.1 TOLERANCES FOR FRACTIONAL DIMENSIONS:
5.0 TOLERANCES UNLESS OTHERWISE NOTED.
AND NONDESTRUCTIVE TESTING.
CONSIDERED FRACTURE CRITICAL MEMBERS FOR THE PURPOSES OF FABRICATION
4.1 ALL STRUCTURAL MEMBERS, EXCEPT FOR SEALS AND GUIDE ROLLERS, ARE
4.0 FRACTURE CRITICAL MEMBERS (FCM)
THIS CONTRACT.
SPECIFICATIONS FOR REQUIRED NUMBER OF STOLOGS TO BE FABRICATED UNDER
3.1 ALL QUANTITIES INDICATED ON STRUCTURAL SHEETS ARE FOR 1 STOPLOG. SEE
3.0 QUANTITY
2.3 ETL 1110 - 2 - 584 (30 APRIL 2014)
2.2 AWS D1.5 - 2020
2.1 AISC 325 - STEEL CONSTRUCTION MANUAL 15TH EDITION
2.0 DESIGN STANDARDS
1.17 ALL CJP BUTT JOINTS ARE TO BE GROUND FLUSH.
NOT BE TO SCALE IN CERTAIN VIEWS WITHIN THIS PACKAGE.
1.16 SOME COMPONENTS AND FEATURES MAY BE OMITTED FOR CLARITY AND/OR MAY
PURPOSES OF NONDESTRUCTUIVE TESTING.
1.15 ASSUME ALL WELDS ON FRACTURE CRITICAL MEMBERS ARE IN TENSION FOR
CONSIDERED FRACTURE CRITICAL.
GOVERNMENT. ANY WELD SPLICE APPROVED BY THE GOVERNMENT ARE TO BE
1.14 SPLICES IN STEEL MEMBERS ARE NOT ALLOWED, UNLESS APPROVED BY THE
HOLES IN RUBBER SEALS.
1.13 MATCH DRILL HOLES AT ASSEMBLY FOR RUBBER SEALS. DO NOT USE OVERSIZED
05 59 13.01 26.
1.12 PREHEAT WELDED JOINTS FOR THE THICKER PART JOINED. SEE SECTION
1.11 ALL BOLT HOLES ARE TO BE STANDARD SIZE, UNLESS NOTED OTHERWISE.
COATING AND WELDS: TOP STOPLOG - 5,671 LBS; BOTTOM STOPLOG = 6,080 LBS.
1.10 THE ESTIMATED DRY WEIGHT OF EACH STOPLOG SECTION, NOT INCLUDING
MATCH ADJACENT WELD SIZES AT LOCATIONS THAT ARE TO BE WRAPPED.
DRAWINGS, OR THE REQUIRED REINFORCING FILLET WELD SIZE PER AWS D1.5.
1.9 WRAP ALL WELDS USING THE REQUIRED FILLET WELDS SIZE SHOWN ON THE
WELD JOINT, UNLESS OTHERWISE NOTED.
FINISH, UNLESS OTHERWISE NOTED. EXTEND SLOTTED ACCESS HOLES 2" PASSED
1.8 ALL WELD ACCESS HOLES ARE 2" RADIUS AND GROUND TO A MAXIMUM 1,000 μINCH
09 97 02.13 26.
ENGAGED IN SURFACE PREPARATION AND COATING APPLICATION ACCORDING TO
EXCEPT AS NOTED IN THE SPECIFICATIONS. CERTIFY ALL COATING APPLICATORS
SPECIFICATION 09 97 02.13 26. USE SYSTEM 5-E-Z FOR ALL STOPLOG COMPONENTS,
1.7 CONFORM COATING FOR STOPLOGS TO ALL REQUIREMENTS STATED IN
OTHERWISE.
OR MACHINING. BREAK ALL DRAIN HOLE EDGES TO A 1/8" RADII UNLESS NOTED
EDGE IS DEFINED AS ANY EDGE THAT IS THE RESULT OF SHEARING, FLAME CUTTING
1.6 BREAK ALL SHARP EDGES TO A 1/16" RADII, UNLESS NOTED OTHERWISE. A SHARP
APPROVAL.
PAGE OF THE SHOP DRAWINGS AND PROVIDE THE LIST FOR GOVERNMENT
SHOP DRAWING SHEET THE WELD IS LOCATED ON. ADD THIS LIST TO THE FIRST
THE CONTRACTOR TO THE SHOP DRAWINGS IN LIST FORM IDENTIFYING WHICH
DRAWINGS AND CLOUDED FOR APPROVAL. PROVIDE ALL MISSING WELDS ADDED BY
FRACTURE CRITICAL CJP WELDS, AND ARE TO BE IDENTIFIED ON THE SHOP
1.5 ANY WELDS NOT SHOWN ON THE CONTRACT DRAWINGS ARE TO BE ASSUMED TO BE
05 59 13.01 26 FOR CONNECTIONS.
1.4 CONFORM ALL STRUCTURAL WELDING TO ALL REQUIREMENTS AS STATED IN
STOPLOGS SHALL BE ASTM A709 F2 GRD 50.
1.3 UNLESS OTHERWISE NOTED, ALL STRUCTURAL STEEL USED IN FABRICATION OF THE
VARIANCES FOR GOVERNMENT APPROVAL.
SHALL DOCUMENT ALL VARIANCES IN SHOP DRAWINGS SHOWING CLOUDED
DIMENSIONS OF EXISTING BULKHEADS PRIOR TO BEGINNING FABRICATION AND
CONTRACT DRAWINGS. THE CONTRACTOR SHALL FIELD VERIFY ALL CONTROL
1.2 ALL DIMENSIONS, DISTANCES AND ANGLES SHOWN ARE PER THE ORIGINAL
FOR THE LIFE OF THE CONTRACT.
CRITICAL ENDORSEMENT (F) AT TIME OF BID. THE FABRICATOR SHALL BE CERTIFIED
BID. IN ADDITION, THE FABRICATOR IS REQUIRED TO BE CERTIFIED WITH FRACTURE
- INTERMEDIATE (IBR), OR CERTIFIED HYDRAULIC FABRICATOR (HYD) AT THE TIME OF
CERTIFIED BRIDGE FABRICATOR - ADVANCED (ABR), CERTIFIED BRIDGE FABRICATOR
WITH ONE OF THE FOLLOWING CERTIFICATIONS; MAJOR BRIDGE FABRICATOR (CBR),
1.1 FABRICATOR TO BE CERTIFIED UNDER AISC QUALITY CERTIFICATION PROGRAM
1.0 STRUCTURAL STEEL
GENERAL NOTES
ABBREVIATIONS
H3
STOPLOG TOLERANCES
SCALE: NTS
A1
DRAFT TUBE STOPLOG
SCALE: NTS
± 1/8" MAX± 1/8" MAX
±1/16" MAX ±
/8
M
A X
/8
M A
X
± 1/8" MAX
J3
PROFILE VIEWS
SCALE: NTS J7
ELEVATION:
SCALE: NTS
M7
PLAN:
SCALE: NTS
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LIFTING LUG
TOP PLATE, BOTTOM STOPLOG ONLY
HORIZONTAL GIRDERS
VERTICAL STIFFENERS
BOTTOM CHANNEL
END CHANNELS
SIDE SEALS
EACH STOPLOG
GUIDE ROLLERS, 4 PLACES
TOP CHANNEL
LIFTING LUGS
TOP SEAL
HORIZONTAL GIRDERS
VERTICAL STIFFENERS
BOTTOM CHANNEL
END CHANNELS
EACH STOPLOG
GUIDE ROLLERS, 4 PLACES
SIDE SEALS
END PL
(SKIN PLATE ROLL DIRECTION)
PRIMARY DIRECTION OF STRESS
TOP STOPLOG
BOTTOM STOPLOG
TOP STOPLOG
BOTTOM STOPLOG
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A1
ISOMETRIC VIEW: BOTTOM STOPLOG
SCALE: NTS A12
ISOMETRIC VIEW - TOP STOPLOG
SCALE: NTS
FL
OW
FL
OW
H3
UPSTREAM VIEW
ISOMETRIC: DRAFT TUBE STOPLOG ASSEMBLY
SCALE: NTS
H11
DOWNSTREAM VIEW
ISOMETRIC: DRAFT TUBE STOPLOG ASSEMBLY
SCALE: NTS
FL
OW
FL
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N C
E N
T E
R
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
A
W
IN
G N
U M
B E
R
F
IL
E N
A M
E
J O
R D
A N
S F
IN
K
P
L
A N
A N
D E
L E
V A
T
IO
N S
S-101
J R
A E
T Z
A M
U E
H L
E C
K P
S
-1
.d g nF P
-5 -0
/2
S
K
IM
P
A4
STOPLOG, LEFT, BOTTOM STOPLOG, RIGHT)
PARTIAL ELEVATION DOWNSTREAM (TOP
SCALE: 1" = 1'-0"
H4
PLAN VIEW:
SCALE: 1" = 1'-0"
A18
SIDE VIEW:
SCALE: 1" = 1'-0"
A1
SIDE VIEW:
SCALE: 1" = 1'-0"
TOP STOPLOG BOTTOM STOPLOG
TOP STOPLOG BOTTOM STOPLOG
ACCEPTABLE AND WELD ACCESS HOLES ARE OMITTED IN THESE PARTS.
AND MUST BE COMPLETELY SEALED. INTERSECTING WELDS ARE
TOP AND BOTTOM WEBS ARE PART OF THE STOPLOG SEALING SURFACES 3.
SOME FEATURES AND COMPONENTS HAVE BEEN HIDDEN FOR CLARITY.2.
SEE STRUCTURAL NOTES ON SHEET S-001.1.
GENERAL NOTES
F L
O W
TOP STOPLOG BOTTOM STOPLOG
C O
N T
R O
L D
IM
7'- 1/4 "
SYMM ABOUT CL
14'- 1/2 " (CONTROL DIM 3)
TOP PLATE FLUSH TO OUTSIDE EDGE OF SIDE SEAL
9'- 1/4 "
/2
C E
N T
E R
T O
C E
N T
E R
O F
R O
L L
E R
S
/2
C
O N
T R
O L
D
IM
TOP CHANNEL
W18X46
BOTTOM CHANNEL
W18X46
END CHANNELS
6"6"
ABOUT CL
SYMMETRICAL
5'-6 1/4 "3'-0"
8'-6 1/4 "
5'-6 1/4 " (REF) 3'-0"
8'-6 1/4 "
17'- 1/2 " (CONTROL DIM 1)
/2
C E
N T
E R
T O
C E
N T
E R
O F
R O
L L
E R
S
/2
C
O N
T R
O L
D
IM
SKIN PLATE
3/8" THICK
NORTH
3'-0" 3'-0"
STIFFENERS
VERTICAL
DRAIN HOLE CL, 4 PLACES
S
P A
C E
S
BOTTOM BEARING PLATE, 5 PLACES
34 SPACES @ 6" = 17'-0"
7'- 1/4 "
S-502
F12
S-301
A3
S-301
J3
S-502
A2
S-502
A13
S-301
A9
S-301
A15
S-502
K14
S-301
J9
S-502
F2
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
S
A F
T T
U B
E S
T O
P L
O G
A N
D L
IF
T
IN
G
B E
A M
R E
P L
A C
E M
E N
T
P O
W E
R H
O U
S E
M
IS
S O
U R
I R
IV
E
R
F O
R T
P E
C K
D A
M
W F
R
F E
B R
U A
R Y
A H
A
N E
B R
A S
K A
C
A P
IT
O
L A
V E
O M
A H
A D
IS
T
R
IC
T
P O
R T
L A
N D
O
R E
G O
N
H Y
D R
O E
L E
C T
R
IC
D E
S
IG
N C
E N
T E
R
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
A
W
IN
G N
U M
B E
R
F
IL
E N
A M
E
J O
R D
A N
S F
IN
K
P
E
C T
IO
N
V
IE
W S
S-301
J R
A E
T Z
A M
U E
H L
E C
K P
S
-3
.d g nF P
-5 -0
/3
S
K
IM
P
TIGHT FIT. TOP OF RUBBER TO BE FLUSH WITH TOP PLATE.
VULCANIZE RUBBER PLATE TO TOP OF SIDE SEALS. TRIM RUBBER PLATE FOR 2.
DETAILS APPLY TO BOTH TOP AND BOTTOM STOPLOGS, EXCEPT AS NOTED.1.
GENERAL NOTES
2"
1/2" X 4" FLANGE PL
CJP GRND REINF FLUSH, TYP
CJP GRIND REINF FLUSH, TYP
A15
SECTION:
SCALE: 1 1/2" = 1'-0"S-101
B10
2" T
Y P
R
1/4
1/4
A9
SECTION:
SCALE: 1 1/2" = 1'-0"S-101
B8
/4
/4
/2
/2
1/4
1/4
1/4
/2
1/4
A3
SECTION
SCALE: 3" = 1'-0"S-101
E4
1/4
1/4
1/4
1/4
G
CJP, TYP
1/2 " TYP SKIN PLATE
SKIN PLATE
2" R
J3
SECTION:
SCALE: 3" = 1'-0"S-101
F16
SIDE SEAL ASSEMBLY
1 1/2 "
R
2 3/4 "
/2
SKIN PLATE
(C
N T
R O
L D
IM
HOLE CL
TYP
3/8" THK WEB PL,
4"
2"
R
J9
DETAIL:
SCALE: 6" = 1'-0"S-101
J17
9"
NOTE: BOTTOM STOPLOG ONLY
NOTE: TOP STOPLOG SHOWN; BOTTOM STOPLOG SIMILAR NOTE: BOTTOM STOPLOG SHOWN; TOP STOPLOG SIMILAR
SEE NOTE 2.
NOTE: TOP CHANNEL SHOWN. BOTTOM CHANNEL SIMILAR.
S-503
H2
S-503
H9
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
S
A F
T T
U B
E S
T O
P L
O G
A N
D L
IF
T
IN
G
B E
A M
R E
P L
A C
E M
E N
T
P O
W E
R H
O U
S E
M
IS
S O
U R
I R
IV
E
R
F O
R T
P E
C K
D A
M
W F
R
F E
B R
U A
R Y
A H
A
N E
B R
A S
K A
C
A P
IT
O
L A
V E
O M
A H
A D
IS
T
R
IC
T
P O
R T
L A
N D
O
R E
G O
N
H Y
D R
O E
L E
C T
R
IC
D E
S
IG
N C
E N
T E
R
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
A
W
IN
G N
U M
B E
R
F
IL
E N
A M
E
J O
R D
A N
S F
IN
K
P
G G
IN
G
D E
V
IC
E R
E P
L A
C E
M E
N T
S-302
J R
A E
T Z
A M
U E
H L
E C
K P
S
-3
.d g nF P
-5 -0
/4
S
K
IM
P
PAINT AFTER WELDING.
PAINT DOGGING DEVICE IN ACCORDANCE WITH 09 97 02.13 26. TOUCH UP 3.
ACCORDANCE WITH AWS D1.5 AND 05 59 13.01 26.
FIELD WELD USING SMAW AND LOW HYDROGEN FILLER METALS IN 2.
A709 GR 50 STEEL.
SUBMITTING SHOP DRAWINGS. MAKE NEW DOGGING DEVICE USING ASTM
CONTRACTOR TO FIELD VERIFY DOGGING DEVICE CONSTRUCTION PRIOR TO
DEVICE ON EACH SIDE OF EACH SLOT, EACH UNIT (12 PLACES TOTAL).
REPLACE EXISTING DOGGING DEVICES IN KIND. THERE IS ONE DOGGING 1.
GENERAL NOTES
A P
P R
O X
IM
A T
E L Y '-0
", F
IE
L D V
E R
IF
Y
EL 2050
B7
ELEVATION: TYPICAL GATE SLOT
1"=1" FULL SIZESCALE:
B2
SECTION
1"=1" FULL SIZESCALE:
WITH 3/4" PIN ON ONE END
1"X4"X2'-10" FLAT BAR
BOTH SIDES1"
TAILRACE DECK
TO BE REPLACED
EXISTING DOGGING DEVICE
1'-8"
1"
MISCELLANEOUS STEEL SHEET NO.1FP17-70-65
RESOURCE DRAWINGS
SEE RESOURCE DRAWING
EMBEDDED STEEL ANGLES,
S-302
B2
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
S
A F
T T
U B
E S
T O
P L
O G
A N
D L
IF
T
IN
G
B E
A M
R E
P L
A C
E M
E N
T
P O
W E
R H
O U
S E
M
IS
S O
U R
I R
IV
E
R
F O
R T
P E
C K
D A
M
W F
R
F E
B R
U A
R Y
A H
A
N E
B R
A S
K A
C
A P
IT
O
L A
V E
O M
A H
A D
IS
T
R
IC
T
P O
R T
L A
N D
O
R E
G O
N
H Y
D R
O E
L E
C T
R
IC
D E
S
IG
N C
E N
T E
R
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
A
W
IN
G N
U M
B E
R
F
IL
E N
A M
E
J O
R D
A N
S F
IN
K
P
T A
IL
S
S
H E
E T
S-501
J R
A E
T Z
A M
U E
H L
E C
K P
S
-5
.d g nF P
-5 -0
/5
S
K
IM
P
RECOMMENDATIONS. SHOW FINAL DIMENSIONS ON SHOP DRAWINGS.
DIMENSIONS IN ACCORDANCE WITH BUSHING MANUFACTURER
WHERE NOMINAL DIMENSIONS ARE SHOWN, COORDINATE ACTUAL 1.
GENERAL NOTES
6.00"
.375"2.625".375"
.0
.0
1.063"
2.0 0"
R
5.625".375"
GUIDE ROLLER
EAR PLATE
BASE PLATE
KEEPER BAR
H1
ELEVATION: GUIDE ROLLER ASSEMBLY
1"=1" FULL SIZESCALE:
H9
SIDE: GUIDE ROLLER ASSEMBLY
1"=1" FULL SIZESCALE:
FOR 3/8" COUNTERSUNK SCREWS
IN EAR PLATE 3/8-16 UNC X 1/4"
(2) DRILL AND TAP HOLES
1/4"
2.50"
A12
SIDE: ROLLER
1"=1" FULL SIZESCALE:
A16
ELEVATION: ROLLER
1"=1" FULL SIZESCALE:
A9
DETAIL: BUSHING
1"=1" FULL SIZESCALE:
A1
DETAIL: KEEPER BAR
SCALE: 2:1
F2
DETAIL: PIN
1"=1" FULL SIZESCALE:
3.00"
.0
.2
.50" .50"
.0
TYP
.250"
TYP
.302"
T Y
P
.3
.7 " N
O M
IN
A L
R
.5 N
O M
IN
A L
R
.5
QTY: 1 PER ASSY; 4 PER STOPLOG
MAT'L: 316 SS
QTY: 2 PER ASSY; 8 PER STOPLOG
MAT'L: ASTM A36
QTY: 1 PER ASSY; 4 PER STOPLOG
MAT'L: COMPOSITE
QTY: 1 PER ASSY; 4 PER STOPLOG
MAT'L: 316 SS
1.50" N O
M
IN
A L
.0
N O
M
IN
A L
.25" CHAMFER
4.500"
1/16" CHAMFER, TYP
1.063" .000"
.063"
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
S
A F
T T
U B
E S
T O
P L
O G
A N
D L
IF
T
IN
G
B E
A M
R E
P L
A C
E M
E N
T
P O
W E
R H
O U
S E
M
IS
S O
U R
I R
IV
E
R
F O
R T
P E
C K
D A
M
W F
R
F E
B R
U A
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A H
A
N E
B R
A S
K A
C
A P
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O
L A
V E
O M
A H
A D
IS
T
R
IC
T
P O
R T
L A
N D
O
R E
G O
N
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D R
O E
L E
C T
R
IC
D E
S
IG
N C
E N
T E
R
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
A
W
IN
G N
U M
B E
R
F
IL
E N
A M
E
J O
R D
A N
S F
IN
K
P
T A
IL
S
S
H E
E T
S-502
J R
A E
T Z
A M
U E
H L
E C
K P
S
-5
.d g nF P
-5 -0
/6
S
K
IM
P
STIFFENER PLATES.
FAR-SIDE WELD OMITTED IN THE INTERIOR PORTION OF THE OUTER 3.
FOR THE TOP STOPLOGS AS SHOWN.
BOTTOM BEARING PLATES ARE SLOPED FOR BOTTOM STOPLOGS AND FLAT 2.
DETAILS APPLY TO BOTH TOP AND BOTTOM STOPLOGS, EXCEPT AS NOTED.1.
GENERAL NOTES
A13
SECTION : BOTTOM BEARING PLATE
SCALE: 3" = 1'-0"S-101
B5 A2
SECTION: BOTTOM BEARING PLATE
SCALE: 3" = 1'-0"S-101
B15
BOTTOM CHANNEL
SKIN PLATE
F2
SECTION: LIFTING LUG
SCALE: 3" = 1'-0"S-101
F15
F12
SECTION: TOP PLATE STIFFENERS
SCALE: 3" = 1'-0"S-101
F13
SKIN PLATE
TOP CHANNEL
1/4
1/4
1/4 1/4
1/4
1/4
1/4
1/4
1/4
1/4
1/2" BOTTOM BEARING PLATE
1/2" BOTTOM BEARING PLATE
NOTCH AROUND LIFTING LUGS
1/2" CONTINUOUS TOP PLATE
K3
SECTION: LIFTING LUG WELDMENT
SCALE: 3" = 1'-0"S-502
F2 c .063"
CHAMFER
3/4" X 3/4"
CHAMFER
3/4" X 3/4"
3" X 1'-4 1/2" X 1/2" PLATE
1/4
1/4
1/4
1/4
K14
SECTION: OUTER STIFFENER PLATES
SCALE: 3" = 1'-0"S-101
F16
3"6"3"
1/4
1/2 "
R
/1
1/4
/1
/2
3"6"3"
/1
/2
1/2 "
R
/1
5/16 " 5/16 "
/8
/2
/2
(C O
N T
R O
L D
IM
/2
6" 1/2 "
4" 1/2 "
7" 3"
5"x4-1/4"x1/2" PLATE AT BOTTOM STOPLOG ONLY
1/4
1/4
1/4
1/4
1/4
WATERTIGHT
WATERTIGHT
WATERTIGHT
1/4
WATERTIGHT
1/2" PLATE. CHAMFER CORNERS AT K-ZONE
1/4
SKIN PLATE
WATERTIGHT
NOTE: BOTTOM STOPLOG ONLY
NOTE: BOTTOM STOPLOG ONLYNOTE: BOTTOM STOPLOG SHOWN; TOP STOPLOG SIMILAR
NOTE: BOTTOM STOPLOG ONLY NOTE: TOP STOPLOG ONLY
TYP
1/4
1/4
1/4
SEE NOTE 3
1/4
S-503
A1
S-502
K3
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
S
A F
T T
U B
E S
T O
P L
O G
A N
D L
IF
T
IN
G
B E
A M
R E
P L
A C
E M
E N
T
P O
W E
R H
O U
S E
M
IS
S O
U R
I R
IV
E
R
F O
R T
P E
C K
D A
M
W F
R
F E
B R
U A
R Y
A H
A
N E
B R
A S
K A
C
A P
IT
O
L A
V E
O M
A H
A D
IS
T
R
IC
T
P O
R T
L A
N D
O
R E
G O
N
H Y
D R
O E
L E
C T
R
IC
D E
S
IG
N C
E N
T E
R
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
A
W
IN
G N
U M
B E
R
F
IL
E N
A M
E
J O
R D
A N
S F
IN
K
P
T A
IL
S
S
H E
E T
S-503
J R
A E
T Z
A M
U E
H L
E C
K P
S
-5
.d g nF P
-5 -0
/7
S
K
IM
P
REQUIREMENTS.
SEE SPECIFICATIONS 05 56 09.00 26 FOR ADDITIONAL SEAL
BOLTS AND HARDWARE FOR SEALS ARE STAINLESS STEEL.4.
CLAMP BARS AS SHOWN.
PROVIDE 1/8" CHAMFER AT CORNERS OF MOUNTING AND 3.
TOP SEAL DETAIL APPLIES TO TOP STOPLOGS ONLY.2.
DETAILS APPLY TO BOTH TOP AND BOTTOM STOPLOGS, EXCEPT AS NOTED.1.
GENERAL NOTES
A16
DETAIL: WEDGE (BOTTOM) SEAL
SCALE: 1" = 1"
A1
DETAIL: BOTTOM SEAL
SCALE: 1" = 1"S-502
C3 A9
DETAIL: J-BULB SEAL
SCALE: 1" = 1"
1 3/4 "
1"
BOTTOM SEAL MOUNTING BAR
3/8" THK CLAMP BAR
BAR, CHAMFER AS NEEDED
CONTINUOUS BACKING
/1
9/16 "
FLUSH WITH WEB
CUT FLANGES
W18 X 55
H16
DETAIL: PERIMETER CHANNEL
SCALE: 1" = 1'-0"
H2
DETAIL: SIDE SEAL
SCALE: 1" = 1"S-301
B2
SIDE SEAL MOUNTING BAR
3/8" THK CLAMP BAR
H9
DETAIL: TOP SEAL
SCALE: 1" = 1"S-301
A9
BOTTOM SEAL
1/4
1/4
1/4
1"
1/4
1/4
1/4
1/4
3/8" THK CLAMP BAR
4.00"
TOP SEAL MOUNTING BAR
2"
2 3/4 " 3 /1
NOTE: TOP STOPLOG ONLY
1"
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R
4 1/8 "
/4
/1
R
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1/4
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US Army Corps
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6 1/2 "6 1/2 "
3 1/2 " 3 1/2 "
2 1/2 "
1 1/2 "1 1/2 "
2 3/4 "
3 3/4 "
3 1/2 " 1 7/8 "
7'-0 1/4" 7'-0 1/4"
8'-6"8'-6"
2 3/4 "
21 1/2" 21 1/2"
17'-0" CLEAR OPENING
/2
2LS 4X3X3/81/2" PL
SYMMETRICAL ABOUT CL
5 3/8 "
COTTER PIN
STAINLESS STEEL
1/4" RAD, TYP
1/16" UNS S31600 STAINLESS STEEL WASHERS
STEEL.
SHALL BE UNS S31600 STAINLESS
PLATE FOR KEY. KEY MATERIAL
PROVIDE KEYED PIN AND SLOT IN
125 Ra ON ROLLER BEARING SURFACES
1 3/8 " 1 3/8 "
2 3/4 "
2 1/2 "
2"
LUBRICATING BUSHING
1/8" COMPOSITE SELF
CL
CL
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BEAM.
4. SEE REFERENCE DRAWING NO. FP17-70-268 FOR DETAILS OF EXISTING LIFTING
3. OVERALL DIMENSIONS AND CONTROL DIMENSIONS SHALL MATCH EXISTING.
SECTION 41 22 13.75 26.
2. CONTRACTOR TO PROVIDE FULLY DETAILED DESIGN PER SPECIFICATION
CONTRACTOR.
LINKAGE AND COUNTER WEIGHT DESIGN IS THE RESPOSIBILITY OF THE
ILLUSTRATE THE REQUIREMENT FOR TANDEM OPERATION OF THE HOOKS.
1. DETAILS PROVIDED HEREIN ARE CONCEPTUAL ONLY AND SERVE TO
GENERAL NOTES
A1
TYPICAL DETAIL OF ROLLERS
SCALE: 1" = 1"
F10
PLAN
SCALE: 1"-1'-0"
B8
END VIEW
SCALE: 1"=1'-0"
B11
ELEVATION
SCALE: 1"=1'-0"
RESOURCE DRAWINGS
STOP LOG HOISTFP17-70-268
| FP84_G-001 |
| FP84_G-002 |
| FP84_G-101 |
| FP84_S-001 |
| FP84_S-002 |
| FP84_S-101 |
| FP84_S-301 |
| FP84_S-302 |
| FP84_S-501 |
| FP84_S-502 |
| FP84_S-503 |
| FP84_M-101 |
| 2023-01-18T16:16:28-0800 | |
| FINK.JORDAN.S.1391890664 |
| 2023-01-18T16:56:16-0800 | |
| CALNON.JAMES.D.1231641170 |
File details come from the government source that posted it. Updated .