Ft._Peck_Draft_Tube_Bulkhead_Drawings_16-R-0033.pdf
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- Ft. Peck Draft Tube Bulkheads Federal contract opportunity
- Solicitation number
- W9128F-16-R-0033
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Omaha District of Engineers
US Army Corps
PROJECT VICINITY MAP
PROJECT
LOCATION
PROJECT LOCATION MAP
FORT PECK DAM
SOLICITATION NUMBER:
DATE:
DRAFT TUBE BULKHEAD
PROJECT PHOTO
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BORDER VERSION UPDATE [09-2012]
G-001SHEET NAME:G2hdcrlk Robert KainBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 6/13/2016 1:20:42 PM
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TITLE TITLE
INDEX TO DRAWINGS
CONTRACT DRAWINGS
GENERAL
STRUTURAL
FOR INFORMATION ONLY
IDENTIFICATION
SHEET
DRAWING FILE NUMBER DRAWING FILE NUMBER
G-002
G-001
FPP-1.003-0-0/2
FPP-1.003-0-0/1
MECHANICAL
NEW LIFTING BEAMM-001 -
INDEX OF DRAWINGS
PROJECT LOCATION AND VICINITY MAP
S-901
S-504
S-503
S-502
S-501
S-101
S-011
S-010
S-002
S-001
DAM AND POWERHOUSE PHOTOS
DETAILS AND SECTIONS SHEET 4
DETAILS AND SECTIONS SHEET 3
DETAILS AND SECTIONS SHEET 2
DETAILS AND SECTIONS SHEET 1
PLAN AND ELEVATION
TOLERANCES
ASSEMBLY AND ALIGNMENT
ISOMETRIC VIEW
STRUCTURAL NOTES
6165.11-2
5577.5-C-241.4
5577.5-B-104
5577.5-B-103
MFP-OPN84E275
MFP-OPN84E270
MFP-OPN84E233
MFP-OPN84E227
MFP-OPN84E226
MFP-OPN84E203
MFP-OPN84E202
MFP-OPN84E201
MFP-OPN31E10.3.3
635-19.1
635-46
635-52
635-51
635-50
5577.5-E-127S
5577.5-E-126S
5577.5-E-125S
GENERAL PLAN OUTLET WORKS
PENSTOCK DECK SHEET 2
GENERAL PLAN EXISTING FOUNDATIONS
GENERAL PLAN POWERHOUSE AND SWITCHYARD AREA
POWER PLANT 2 TRANSVERSE SECTION GENERATOR BAY
POWER PLANT 2 GENERAL SECTION
POWER PLANT 2 EXTERIOR ELEVATION NORTH WALL
POWER PLANT 2 EXTERIOR ELEVATION DOWNSTREAM SOUTH PORTION
POWER PLANT 2 EXTERIOR ELEVATION DOWNSTREAM NORTH PORTION
POWER PLANT 2 NORTH AND EAST ELEVATIONS
POWER PLANT 2 SOUTH AND WEST ELEVATIONS
POWER PLANT 2 GENERAL PLAN
PARTIAL LOCATION PLAN SHEET 2
15 TON DRAFT TUBE GANTRY CRANE CALCULATIONS
15 TON DRAFT TUBE CRANE
LIFTING BEAM DETAILS 2
LIFTING BEAM DETAILS
LIFTING BEAM ASSEMBLY
DRAFT TUBE GATE GUIDES AND DOGGING DEVICES
DRAFT TUBE GATES - SHEET 2
DRAFT TUBE GATES - SHEET 1
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BORDER VERSION UPDATE [09-2012]
G-002SHEET NAME:G2hdcrlk Robert KainBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 6/13/2016 1:21:14 PM
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NOT TO SCALE
X.XXXX +/- 0.00005
X.XXX +/- 0.0005
X.XX +/- 0.005
X.X +/- 0.02
X +/- 0.1
DIMENSION TOLERANCE
4.3 TOLERANCES FOR DECIMAL DIMENSIONS ARE AS FOLLOWS:
"8
4.1.3 NON-MILLED ENDS AND MEMBER LENGTH OVER 30': +/-
"16
4.1.2 NON-MILLED ENDS AND MEMBER LEGNTH OF 30' OR LESS: +/-
"32
4.1.1 BOTH ENDS MILLED: +/-
4.1 TOLERANCES FOR FRACTIONAL DIMENSIONS:
4.0 TOLERANCES UNLESS OTHERWISE NOTED.
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S-001
2.3 ETL 1110 - 2 - 584 (30 APRIL 2014)
2.2 AWS D1.5 - 2010
2.1 AISC 360 - 10
DESIGN STANDARDS2.0
HYDROSTATIC DESIGN
EL 2046 (MAX POOL)
EL 2016.60 (TOP SEAL)
(BOTTOM OF SLOT)
EL 2003.35
OF END GUIDES
OUT TO OUT
CONTROL HEIGHT
TOLERANCE
PARALLEL
TOLERANCE
PLUMB
TOLERANCE
SKEW
END GUIDE
OF>SHOE TO
OUT OF BEARING
GENERAL STRUCTURAL NOTES
BULKHEAD
DRAFT TUBE BULKHEAD CONTROL DIMENSIONS
FLOW PRESSURE
/2
/2
EL 2036 NORMAL TW
DIMENSIONS FOR INSTRUCTIONS TO CONTRACTOR.
1. SEE SECTION 05 59 13.01 26 PARAGRAPH 3.4 CONTROL
TO SKIN PLATE OUT
LIFTING LUG CENTER
LIFTING LUG PINS
>TO >
BEARING SHOE
STOP BAR TO
OUT TO OUT
CRITICAL MEMBERS. SEE S-101.
3.2 THE BOTTOM WEB AND FLANGE ARE FRACTURE
FRACTURE CRITICAL MEMBERS.
CRITICAL MEMBERS THAT SHALL BE TREATED AS
3.1 LIFTING LUGS AND DOGGING SEATS ARE FAILURE
3.0 FRACTURE CRITICAL MEMBERS (FCM)
OF END WEBS
TO
1.17 ALL WELDS ON FRACTURE CRITICAL MEMBERS SHALL BE ASSUMED TO BE IN TENSION FOR PURPOSES OF NONDESTRUCTUIVE TESTING.
1.16 SPLICES SHALL NOT BE ALLOWED, UNLESS NOTED OTHERWISE, WITHOUT GOVERNMENT APPROVAL.
1.15 MATCH DRILL HOLES AT ASSEMBLY FOR RUBBER SEALS.
1.14 WELDED JOINTS SHALL BE PREHEATED FOR THE THICKER PART JOINED. SEE SECTION 05 59 13 FOR PREHEAT REQUIREMENTS.
1.13 ALL BOLT HOLES SHALL BE STANDARD SIZE UNLESS NOTED OTHERWISE.
1.12 ALL SEAL WELDS SHALL BE MINIMUM FILLETS PER AWS D1.5 UNLESS NOTED OTHERWISE.
1.11 ALL QUANTITIES INDICATED ON STRUCTURAL SHEETS ARE FOR 1 BULKHEAD. SEE SPECIFICATIONS FOR REQUIRED NUMBER OF BULKHEADS.
1.10 THE ESTIMATED DRY WEIGHT OF EACH BULKHEAD SECTION, NOT INCLUDING PAINT AND WELDS: 8 TONS.
PER AWS D1.5.
1.9 ALL WELDS SHALL BE WRAPPED USING THE REQUIRED FILLET WELDS SIZE SHOWN ON THE DRAWINGS, OR THE REQUIRED REINFORCING FILLET WELD SIZE
INCH FINISH UNLESS OTHERWISE NOTEDμ1.8 ALL WELD ACCESS HOLES ARE 2" RADIUS AND GROUND SMOOTH TO A MAXIMUM 1000
AND COATING APPLICATION SHALL BE CERTIFIED ACCORDING TO EITHER SSPC - QP1 FOR FIELD PAINTING OR QP3 FOR SHOP PAINTING.
SHALL BE USED FOR ALL GATE COMPONENTS, EXCEPT AS NOTED IN THE SPECIFICATIONS. ALL PAINTING CONTRACTORS ENGAGED IN SURFACE PREPARATION
1.7 PAINTING FOR THE DRAFT TUBE BULKHEADS SHALL CONFORM TO ALL REQUIREMENTS STATED IN SPECIFICATION 09 97 02.13 26. SYSTEM 5-E-Z
AND SHALL BE PROVIDED FOR GOVERNMENT APPROVAL.
FORM IDENTIFYING WHICH SHOP DRAWINGS SHEET THE WELD IS LOCATED ON. THIS LIST SHALL BE ADDED TO THE FIRST PAGE OF THE SHOP DRAWINGS SHOP DRAWINGS AND CLOUDED FOR APPROVAL. ALL MISSING WELDS ADDED BY THE CONTRACTOR TO THE SHOP DRAWINGS SHALL BE PROVIDED IN LIST
1.6 ALL WELDS NOT SHOWN ON THE CONTRACT DRAWINGS SHOULD BE ASSUMED TO BE FRACTURE CRITICAL CJP WELDS, AND SHALL BE IDENTIFIED ON THE
FLAME CUTTING OR MACHINING.
1.5 ALL SHARP EDGES SHALL BE BROKEN TO A 1/16" RADII, UNLESS NOTED OTHERWISE. A SHARP EDGE IS DEFINED AS ANY EDGE THAT IS THE RESULT OF SHEARING, THE PLANS WILL NOT BE PERMITTED EXCEPT BY WRITTEN PERMISSION FROM THE CONTRACTING OFFICER AND ENGINEER OF RECORD.
1.4 ALL STRUCTURAL WELDING SHALL CONFORM TO ALL REQUIREMENTS AS STATED IN 05 59 13.00 26 FOR CONNECTIONS. WELDING THAT IS NOT SHOWN ON
FOR REQUIREMENTS, SEE SPECIFICATION 05 59 13.00 26.
1.3 UNLESS OTHERWISE NOTED, ALL STRUCTURAL STEEL USED IN FABRICATION OF THE DRAFT TUBE BULKHEADS SHALL BE ASTM A709 F2 GRD 50.
DRAWINGS SHOWING CLOUDED VARIANCES FOR GOVERNMENT APPROVAL.
CONTROL DIMENSIONS OF EXISTING GATES AND BULKHEADS PRIOR TO BEGINNING FABRICATION AND SHALL DOCUMENT ALL VARIANCES IN SHOP
1.2 ALL DIMENSIONS, DISTANCES AND ANGLES SHOWN ARE PER THE ORIGINAL CONTRACT DRAWINGS. THE CONTRACTOR SHALL FIELD VERIFY ALL
MAJOR BRIDGE INTERMEDIATE, OR MAJOR BRIDGE ADVANCED WITH FRACTURE CRITICAL ENDORSEMENT FOR THE LIFE OF THE CONTRACT.
PLANT, CATEGORY (CBR or IBR) WITH FRACTURE CRITICAL ENDORSEMENT AT THE TIME OF BID. THE SHOP FABRICATOR SHALL BE CERTIFIED IN MAJOR,
1.1 SHOP FABRICATOR SHALL BE A QUALIFIED FABRICATOR WHO PARTICIPATES IN THE AISC CERTIFICATION PROGRAM AND IS DESIGNATED AN AISC CERTIFIED
STRUCTURAL STEEL1.0
END GUIDE OUT
PIN TO
OF LIFTING LUG >
FILLER BAR OUTER EDGE
EDGE TO SIDE SEAL
SIDE SEAL FILLER BAR OUTER
FILLER BAR OUTER EDGE
EDGE TO BOTTOM SEAL
TOP SEAL FILLER BAR OUTER
W F -1
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BORDER VERSION UPDATE [09-2012]
S-001SHEET NAME:G2hdcrlk Robert KainBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 6/13/2016 1:21:25 PM
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NOTES:
LIFTING LUG
END GUIDE
BEARING SHOE
DOGGING SEAT
SKIN PLATE
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S-002
1. FOR CLARITY, SEAL RETAINER BOLTS ARE NOT SHOWN.
INTERMEDIATE WEB
DIAPHRAGM
BOTTOM WEB
UPPER STIFFENER
BOTTOM WEB
TOP WEB
TOP BULB SEAL
SIDE BULB SEAL
SEAL
BOTTOM WEDGE
VERTICAL BAR
FLANGE
SIDE FLANGE
NOT TO SCALE
ISOMETRIC - DRAFT TUBE BULKHEAD
RETAINER BAR
SIDE SEAL
RETAINER BAR
BOTTOM SEAL
RETAINER BAR
TOP SEAL
SIDE WEB
/2
/2
FL
OW
PRES
SURE
F -1
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BORDER VERSION UPDATE [09-2012]
S-002SHEET NAME:G2hdcrlk Robert KainBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 6/13/2016 1:21:37 PM
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NOTES:
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EL 2016.60
TOP SEAL
SILL EL 2003.35
EL 2046.0
MAX TAILWATER
LIFTING LUG, TYP
FLOW
SKIN PLATE
BOTTOM OF
PRESSURE
COMPRESSION
1/4" SEAL
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S-010
SCALE: 3/4" = 1'-0"
DRAFT TUBE SLOT
SECTION THROUGH
SCALE: 3/4" = 1'-0"
ELEVATION
CLARITY.
3. SOME FEATURES AND/OR COMPONENTS ARE OMITTED FOR
SPLICE SHALL NOT BE LOCATED BETWEEN LIFTING LUGS.
CRITICAL COMPLETE PENETRATION WELDS, GROUND FLUSH.
ONLY. ALL TENSION FLANGE SPLICES SHALL BE FRACTURE
APPROVAL AND WILL BE PERMITTED IN THE VERTICAL DIRECTION
2. TENSION FLANGE SPLICE LOCATIONS SHALL BE SUBMITTED FOR
BEFORE PAINTING.
MACHINED PER SECTION 09 97 02.13 26; REMOVE RUBBER SEALS
1. PAINT ALL STRUCTURAL STEEL SURFACES INCLUDING THOSE
TOP OF LUG
SEAL
BOTTOM OF
PLATE
TOP OF SKIN
C O
N T
R O
L H
E
IG
H T
BEARING SHOE
19'-4 1/4 "
/8
/8
/1
23 1/8 "
8"
DIMENSION
CONTROL
/8
9'-10"5'-4"
CONTROL DIMENSION
SCALE: 3/4" = 1'-0"
LOOKING UPSTREAM
NEW DRAFT TUBE BULKHEAD
/2
/2
A
M U
E H
L E
C K P .E
1/8
FLANGE
BOTTOM OF
4'-11"
PLATE
TOP OF SKIN
CONTROL DIMENSION
BAR
STOP
SHOE
BEARING
1/16
FILLER BAR OUTSIDE EDGE TO FILLER BAR OUTSIDE EDGE
CONTROL DIMENSION
SEAT
DOGGING
BUMPER
SPRING
GUIDE
END
PLATE
SKIN
/1
T O
P S
E A
L F
IL
L E
R B
A R O
U T S
ID
E E
D G
E T
O B
O T
T O
M S
E A
L F
IL
L E
R B
A R O
U T S
ID
E E
D G
E
C O
N T
R O
L D
IM
E N
S
IO
N
OUTSIDE TO OUTSIDE OF END GUIDES
CONTROL DIMENSION
TO LIFTING LUG PIN
CONTROL DIMENSION
W F -1
-R -0
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
E
54321
D
C
B
A
/1
/2 n w d \n w p \E
T D
S \C
A D
D -W o rk s p a c e s \N
W P \W o rk
S p a c e \p ro je c ts \L o c a l R e s o u rc e
D E
S
IG
N F
IL
E
BORDER VERSION UPDATE [09-2012]
S-010SHEET NAME:G2hdcrlk Robert KainBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 6/13/2016 1:21:49 PM
D R
A W
N B
Y
C H
E C
K E
D B
C
O N
T R
A C
T O
R I
D
F P
P -1 .0
-0 -0 /2
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
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
R S
O M
A H
A
N E
B R
A S
K A
O M
A H
A D
IS
T R
IC
E V
E N R
M
IL
E S P .E
A N
S I
D F P
P .0
S -0
X X
X .d g n
G
H D
C E
V H
G
H D
C S
L E
R A
N C
E
S-011
A F
T T
U B
E B
U L
K H
E A
D
P O
W E
R H
O U
S E
M
IS
S O
U R I
R
IV
R T P
E C
K D
A M
NOTES:
BULKHEAD TOLERANCES
"16
TOP AND BOTTOM EDGES MUST BE
OF PARALLEL
OUT8
MAX 1/8" OUT OF SQUARE
1/8"
SEAL
BULKHEAD
NEAR END OF
BULKHEAD
FAR END OF
LINE
STRAIGHT
BEARING SHOES
FACE OF UPSTREAM
FLOW PRESSURE
FLOW PRESSURE
NOT TO SCALE
EDGES AND END GUIDES
NOT TO SCALE
U/S SIDE OF BULKHEAD
CONTACT FACES ON
PARALLEL OF BEARING
MAX ALLOWABLE OUT OF
NOT TO SCALE
CONTACT SURFACES
BEARING SHOE
ALLOWABLE ERROR IN
HANGING IN THE VERTICAL POSITION.
1. TOLERANCES SHALL BE MEASURED WITH THE BULKHEADS
/2
/2
A
M U
E H
L E
C K P .E
F -1
-R -0
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
E
54321
D
C
B
A
/1
/2 n w d \n w p \E
T D
S \C
A D
D -W o rk s p a c e s \N
W P \W o rk
S p a c e \p ro je c ts \L o c a l R e s o u rc e
D E
S
IG
N F
IL
E
BORDER VERSION UPDATE [09-2012]
S-011SHEET NAME:G2hdcrlk Robert KainBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 6/13/2016 1:22:01 PM
D R
A W
N B
Y
C H
E C
K E
D B
P .0
S -1
X X
X .d g n
FLOW
PRESSURE
SEAL
5/8" SKIN PLATE
9'-10"
FACE OF BEARING SHOE
13'-2 1/8 "
SCALE: 3/4" = 1'-0"
ELEVATION
SPRING
BUMPER
RETAINER
SPRING
RETAINER
SPRING
LIFTING LUG, TYP
PLATE
5/8" SKIN
5/8" SKIN PLATE
SCALE: 3/4" = 1'-0"
SECTION
SCALE: 3/4" = 1'-0"
SECTION
3/8" WEB
2" R, TYP
A E C
O N
T R
A C
T O
R I
D
F P
P -1 .0
-0 -0 /2
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
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
R S
O M
A H
A
N E
B R
A S
K A
O M
A H
A D
IS
T R
IC
T
OMAHA DISTRICT
S T
E V
E N R
M
IL
E S P .E
A N
S I
D
G
H D
C E
V H
G
H D
C S
E D
P L
A N A
N D E
L E
V A
T
IO
N
D R
A F
T T
U B
E B
U L
K H
E A
D
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
S-101
BOTTOM SEAL
TOP BULB SEAL
NOTES:
2'-4" 8"
20'-6" SKIN PLATE
CONTROL DIMENSION
1 1/2 "
9"
9"
SCALE: 3/4" = 1'-0"
PLAN - NEW BULKHEAD
COMPRESSION
SEAL
1/4"
1/4
1/4
18"
18"
2'-5 1/2 "
2'-11 3/4 "
2'-1 1/2 "
2'-2 5/8 "
TYP
3/8" DIAPHRAGM,
FLANGE, TYP
7" X 5/8" END
3'-8 3/4 "
3'-2 1/2 "
2'-10 1/2 "
2'-7 3/8 "
21 7/8 "
PLATE
5/8" SKIN
2'-6" 2'-5" 2'-7" 2'-5 1/8 "
SYMMETRICAL ABOUT
1/4
1/4
1/4
1/4
SHEET S-502
DETAIL "H" ON
SEE DIAPHRAGM
ON SHEET S-502
SEE DETAIL "J"
AT LIFTING LUG,
3/8" PL DIAPHRAGM
CONTROL DIMENSION
/2
/2
A
M U
E H
L E
C K P .E
TYP
3" X 3/8" TIE PL,
4 PLACES
FLANGE, TYP
9" X 5/8" TENSION
3/8" TOP WEB
WEB
1/2" BOTTOM
3/8" END WEB
SPLICES, TYP
HOT VULCANIZED
SEE NOTE 5
FCM,
SCALE: 3/4" = 1'-0"
BOTTOM VIEW - NEW BULKHEAD
SEE NOTES 2 AND 4
CAP SCREWS,
1/2" DIA. SS 304
TENSION FLANGE
4 13/16" X 5/8"
SEE NOTE 6
2'-6"
STIFFENER
4" X 1/2" TOP WEB
2'-5 1/8 "
1/8
HOLES ON TOP AND BOTTOM WEBS
3" DIA DRAIN HOLE, TYP, EXCEPT NO
SEAT, FCM
DOGGING
LIFTING LUG, TYP, FCM
WEB
3/8" END
3 PLACES
3/8" INNER WEB, TYP
SEE NOTE 6
1/8
SPRING
FACE OF BUMPER
OF END GUIDE
1/2 "
DIMENDION
CONTROL
17 1/8"
SEE NOTE 7
CJP, UT,
CONNECTIONS.
7. TYPICAL FOR ALL TENSION FLANGE TO END FLANGE
SAME .
6. END GUIDES, LIFTING LUGS AND DOGGING SEAT SHARE THE
5. BOTTOM WEB AND FLANGE IS FRACTURE CRITICAL.
WASHER.
4. INSTALL APPROVED UV-STABILIZED ISOLATING SLEEVE AND
3. SOME FEATURES AND COMPONENTS ARE OMITTED FOR CLARITY.
40-45 FT-LBS AND HAVE A MAXIMUM SPACING OF 4" ON CENTER.
2. 1/2" DIA. S.S. 304 CAP SCREWS SHALL BE TORQUED TO
BEFORE PAINTING.
MACHINED PER SECTION 09 97 02.13 26; REMOVE RUBBER SEALS
1. PAINT ALL STRUCTURAL STEEL SURFACES INCLUDING THOSE
W F -1
-R -0
S-502
G
TYP
TYP
TYP
S-502
C
S-502
M
S-503
E
S-504
F
S-501
C
S-501
A
S-501
B
S-501
D
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
E
54321
D
C
B
A
/1
/2 n w d \n w p \E
T D
S \C
A D
D -W o rk s p a c e s \N
W P \W o rk
S p a c e \p ro je c ts \L o c a l R e s o u rc e
D E
S
IG
N F
IL
E
BORDER VERSION UPDATE [09-2012]
S-101SHEET NAME:G2hdcrlk Robert KainBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 6/13/2016 1:22:13 PM
D R
A W
N B
Y
C H
E C
K E
D B
1'-3 5/8 "
11"
3/4 "
1 1/2 "
4"
8"
1 1/4 "5 1/2 "1 1/4 "
3 1/4 "
3" 12"
4"
5"
8"
3/8 "R
3 1/2 "
4 7/8 "
9 3/8 "
21 3/8 "
12"
4"R
6"
8"
6" 1"
TYP, TWO PLACES
1/8" X 45° CHAMFER,
2 PLACES
STEEL COTTER PIN, TYP,
HOLE FOR 1/2" DIA. STAINLESS
1 1/2 "
2 7/8 "
GRADE 4140, ANNEALED
MATERIAL: ASTM A322
SCALE: 3" = 1'-0"
DETAIL - LIFTING LUG PIN
2 7/8 "
10"
2"
PLATE
SKIN
PLATE
SKIN
1"R
1/2 "
4 1/2 "
3/8 " 1/4 "R
1/4 "R
24"
1 1/4 "
1 1/2 "
1 1/4 "
1/2 "
NOTES:
3/8" WEB
WEB
1/2" BOTTOM
>ABOUT
SYMMETRICAL
3" X 1 1/2" X 3"
STOP BAR
SKIN PLATE
1 1/2 "
9"
3"
1/2 "
4 1/2 "
8"
1 1/2 "
DRAIN HOLE
15/16" DIA.
3/4 PL
PLATE
SKIN
1/4
WEB
3/8" TOP
PLATE
SKIN
1/4 9"
1/2 "R
1/2 "R
8"
PLATE
SKIN
PLATE
3/8" SIDE
3/8" WEB
PLATE
SKIN
1/4
S-101
D
SCALE: 3" = 1'-0"
DETAIL - END GUIDE
DIAPHRAGM
3/8"
DIAPHRAGM
3/8"
1/4
1/4
3/4" PL
1/4
2 3/8 "
WEB
3/8" TOP
S-101
B
SCALE: 3" = 1'-0"
DETAIL - LIFTING LUG
A E C
O N
T R
A C
T O
R I
D
F P
P -1 .0
-0 -0 /2
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
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
R S
O M
A H
A
N E
B R
A S
K A
O M
A H
A D
IS
T R
IC
E V
E N R
M
IL
E S P .E
A N
S I
D F P
P .0
S -5
X X
X .d g n
G
H D
C E
V H
G
H D
C S
E
S-501
A F
T T
U B
E B
U L
K H
E A
D
P O
W E
R H
O U
S E
M
IS
S O
U R I
R
IV
R T P
E C
K D
A M
.005"
.000"
PIN DETAIL
SEE LIFTING LUG
NOT SHOWN
LUG PIN
1/4
S-101
A
SCALE: 3" = 1'-0"
DETAIL - BUMPER SPRING
PLATE
SKIN
PLATE
3/8" SIDE
1/2 "
ON SHEET S-502
SEE DETAIL "K"
LUG STIFFENER,
3/8" WEB LIFTING
D E
T A
IL
S A
N D S
E C
T
IO
N S
S H
E E
1/4
CENTERED ON OF WEB
UPPER END GUIDE
3 11/16 "
6"R
1/2 "R
/2
/2
A
M U
E H
L E
C K P .E
3/8" END WEB
WEB
3/8" END
FCM
1/4
ALLOY 5160, MIN HARDNESS 55 HRC
MATERIAL IS ASTM A322
FCM
1/4
1/4
.000"
.002"
1"R
SEE NOTES 2 AND 3
HEAD CAP SCREW,
COUNTERSUNK
HEX SOCKET FLAT
3/4" DIA. SS 304
3. APPLY POLYURETHANE SEALANT PER 05 59 13.01 26.
AND WASHERS.
2. INSTALL APPROVED UV-STABILIZED ISOLATING SLEEVES
1. FOR CLARITY, NOT ALL COMPONENTS ARE SHOWN.
3/8" END WEB
1/2 "
TYP
CJP, UT,
S-101
C
SCALE: 3" = 1'-0"
TOP WEB CONNECTION
DETAIL - DOGGING SEAT AND
W F -1
-R -0
TYPTYP
WELD
SEAL
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
E
54321
D
C
B
A
/1
/2 n w d \n w p \E
T D
S \C
A D
D -W o rk s p a c e s \N
W P \W o rk
S p a c e \p ro je c ts \L o c a l R e s o u rc e
D E
S
IG
N F
IL
E
BORDER VERSION UPDATE [09-2012]
S-501SHEET NAME:G2hdcrlk Robert KainBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 6/13/2016 1:22:27 PM
D R
A W
N B
Y
C H
E C
K E
D B
1/2" PL
1/4
1/4
1/4
1/4
1/4
1/4
TYP 1/4
3/8" TIE PL
1/2" PL
1/4 X 45° CHAMFER
1/4
ASSEMBLY
LIFTING LUG
COPE FOR
3/8" PL 3/8" PL
3/8" WEB
5/8" SKIN PLATE
P .0
S -5
X X
X .d g n
21 7/8 "
3'-8 3/8 "
4"
4"
6" 6"
6"
6"
2"R
2"R
3'-8 3/8 "
2"R
6"
6"
21 7/8 "
4 1/4 " 5 1/4 "
3/8 "R
21 7/8 "
2'-4 5/16 "
3"
9"
DIAPHRAGM
3/8"
DIAPHRAGM
3/8"
PLATE
SKIN
3/8" PL
1/2" WEB
SCALE: 3" = 1'-0"
DETAIL - BOTTOM WELDS
3/8" DIAPHRAGM
TYP
S-101
C
SCALE: 1 1/2" = 1'-0"
SECTION - TYPICAL INTERIOR WEB
S-101
H
SCALE: 1 1/2" = 1'-0"
DIAPHRAGMS
DETAIL - TYPICAL
S-101
J
SCALE: 1 1/2" = 1'-0"
DIAPHRAGM
DETAIL - LIFTING LUG
TYP
A E C
O N
T R
A C
T O
R I
D
F P
P -1 .0
-0 -0 /2
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
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
R S
O M
A H
A
N E
B R
A S
K A
O M
A H
A D
IS
T R
IC
T
OMAHA DISTRICT
S T
E V
E N R
M
IL
E S P .E
A N
S I
D
G
H D
C E
V H
G
H D
C S
E D
S-502
D R
A F
T T
U B
E B
U L
K H
E A
D
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
3/8" WEB
21 7/8 " 21 7/8 "
20 3/8 "
4"
6"
4"
10 1/4 "
1"
1"
2"R
7" 3 7/8 " 1"R1"R
1/2" PL
3/8" PL
1/2" PL
S-101
K
SCALE: 1 1/2" = 1'-0"
DETAIL - STIFFENERS
(S-101)
TOP WEB STIFFENER
(S-501)
LIFTING LUG STIFFENER
FOR CLARITY
BARS OMITTED
RETAINER
SEALS AND
FOR CLARITY
BARS OMITTED
RETAINER
SEALS AND
T A
IL
S A
N D S
E C
T
IO
N S
S H
E E
T
TYP
TYP TYP
3/16
3/16
12"
3 7/8 " 1/2 "
1/2 "
(S-504)
BOTTOM WEB LOWER STIFFENER
(S-504)
BOTTOM WEB UPPER STIFFENER
1 1/2 "R
2"
TYP
UT
CJP
HOLE
DRAIN
3/8" PL
1 3/4 "
8"
2" 1/2 "R
TYP
S-101
M
SCALE: 3" = 1'-0"
DETAIL - BEARING SHOE
A
M U
E H
L E
C K P .E
/2
/2
FLANGE
5/8" TENSION
FLANGE
5/8" END
WEB
3/8" END
S-101
G
DETAIL
SECTION
3/8" TIE PL
FLANGE
5/8" TENSION
3/8" TIE PL
1/2" BOTTOM WEB
TENSION FLANGE
4 13/16" x 5/8"
3"
2"R
1/2 "
4"
PJP
F -1
-R -0
TYP
TYP
UT
CJP
O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
E
54321
D
C
B
A
/1
/2 n w d \n w p \E
T D
S \C
A D
D -W o rk s p a c e s \N
W P \W o rk
S p a c e \p ro je c ts \L o c a l R e s o u rc e
D E
S
IG
N F
IL
E
BORDER VERSION UPDATE [09-2012]
S-502SHEET NAME:G2hdcrlk Robert KainBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 6/13/2016 1:22:41 PM
D R
A W
N B
Y
C H
E C
K E
D B
P .0
S -5
X X
X .d g n
NOTES:
A E C
O N
T R
A C
T O
R I
D
F P
P -1 .0
-0 -0 /2
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
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
R S
O M
A H
A
N E
B R
A S
K A
O M
A H
A D
IS
T R
IC
T
OMAHA DISTRICT
S T
E V
E N R
M
IL
E S P .E
A N
S I
D
G
H D
C E
V H
G
H D
C S
E D
D R
A F
T T
U B
E B
U L
K H
E A
D
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
S-503
SEAL
TOP BULB
SEAL
SIDE BULB
RETAINER BAR
TOP SEAL
2'-5 1/8 "
3/8" TOP WEB
FILLER BAR
TOP SEAL
FLANGE
5/8" X 7" END
PLATE
SKIN
1/4 "
SEGMENT
BULB SEAL CORNER
FULLY MOLDED COMPRESSION
SEAL
SHOE
BEARING
1/4
TYP
STIFFENER
1/2" TOP WEB
HOLE
DRAIN
3/8" TOP WEB
BEARING SHOE
FILLER BAR
1/2" X 2" TOP SEAL FILLER BAR
1/2" X 2" TOP SEAL
BULB SEAL
1 3/4" DIA. TOP
RETAINER BAR
3/8" X 2" TOP SEAL
RETAINING BAR
3/8" X 2" SIDE SEAL
BULB SEAL
1 3/4" DIA. SIDE
FILLER BAR
1/2" X 2" SIDE SEAL
WEB
3/8" TOP
BAR
RETAINER
TOP SEAL
3/8" X 2"
SEE NOTE 1
SEE DETAIL
BULB SEAL
1 3/4" DIA. TOP
4"
1/4 "
1/4 "
15/16 "
3 13/16 "
1/4
TYP
1/4
TYP
FLANGE
5/8" X 7" END
1"R
1 3/4 "
5/16 "R
NOT TO SCALE
TOP CORNER SEAL
ISOMETRIC
BULB SEAL
1 3/4" DIA. TOP
SHOE
BEARING
SEAL
SIDE BULB
FLANGE
5/8" X 7" END
RETAINER BAR
3/8" X 2" TOP SEAL
FILLER BAR
1/2" X 2" TOP SEAL
FILLER BAR
1/2" X 2" SIDE SEAL
RETAINER BAR
3/8" X 2" SIDE SEAL
S H
E E
T A
IL
S A
N D S
E C
T
IO
N S
0"
1/16"
2"
SEE NOTE 3
NOTE 3
SEE
A
M U
E H
L E
C K P .E
/2
/2
TENSION FLANGE
5/8" X 9" TOP
SECTION - TOP SEAL CORNER
SECTION - TOP SEAL
TENSION FLANGE
5/8" X 9" TOP
S-101
E
SCALE: 3" = 1'-0"
VIEW - TOP CORNER SEAL CONNECTION
FLANGE
TOP TENSION
5/8" X 9"
(SEE SPECIFICATIONS)
MATERIAL: NATURAL RUBBER
SCALE: 1" = 1"
TOP AND SIDE BULB SEAL
WEB
3/8" END
FLANGE
TENSION
5/8" X 9" TOP
SEE NOTE 4
APPROX. 4" CENTERS, TYP
AND WASHER ON
CAP SCREW W/ NUT
1/2" DIA. SS 304
1/4
FILLER BAR
TOP SEAL
FILLER BAR
SIDE SEAL
SEALS REMOVED FOR CLARITY
SCALE: 6" = 1'-0"
DETAIL - TOP CORNER WELDMENT
4 5/16 "
1/4
TYP
1/4
AND WASHERS.
4. INSTALL APPROVED UV-STABILIZED ISOLATING SLEEVES
AND WEBS.
BETWEEN CENTER OF BOLT AND CENTER OF STIFFENERS
3. SEAL RETAINER BAR BOLTS TO HAVE A MINIMUM 2" CLEARANCE
2. FOR CLARITY, NOT ALL COMPONENTS ARE SHOWN.
A 1/8" CHAMFER ON ALL EDGES FACING THE SEAL.
1. ALL SEAL RETAINING BARS AND FILLER BARS TO HAVE
PJP
W F -1
-R -0
2"
4"
9/16 "
O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
E
54321
D
C
B
A
/1
/2 n w d \n w p \E
T D
S \C
A D
D -W o rk s p a c e s \N
W P \W o rk
S p a c e \p ro je c ts \L o c a l R e s o u rc e
D E
S
IG
N F
IL
E
BORDER VERSION UPDATE [09-2012]
S-503SHEET NAME:G2hdcrlk Robert KainBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 6/13/2016 1:22:55 PM
D R
A W
N B
Y
C H
E C
K E
D B
Y
SCALE 0.06 : 1
P .0
S -5
X X
X .d g n
NOTES:
WEB
1/2" BOTTOM
WEB
1/2" BOTTOM
OF BOTTOM SILL
MATCH SLOPE
BEVEL TO
RETAINER BAR
3/8" BOTTOM SEAL
COMPRESSION
SEAL
FILLER BAR
1/2" SIDE SEAL
RETAINING BAR
1/2" SIDE SEAL
C
SCALE: 6" = 1'-0"
SECTION
SECTION
FLANGE
TENSION
4 1316" X 5/8"
BULB SEAL
1 3/4" DIA. SIDE
BAR
SEAL FILLER
1/2" BOTTOM
SEAL CAP BAR
1/2" BOTTOM
SEE NOTE 1
3 5/8 "
SEAL, SEE DETAIL
9/16" BOTTOM WEDGE
2 1/8 "
1 7/16 "
1/2 "
3 7/8 "
1 1/16 "
3"
12"
1/2 "
1/4 "
1/4
1/4
1/4
1/4
TYP
TYP
1/16 "
A E C
O N
T R
A C
T O
R I
D
F P
P -1 .0
-0 -0 /2
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
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
R S
O M
A H
A
N E
B R
A S
K A
O M
A H
A D
IS
T R
IC
T
OMAHA DISTRICT
S T
E V
E N R
M
IL
E S P .E
A N
S I
D
G
H D
C E
V H
G
H D
C S
E D
D R
A F
T T
U B
E B
U L
K H
E A
D
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
S-504
1"
1 1/2 "R
4"
10 1/4 "
CHAMFER
5/16"
NOT TO SCALE
ISOMETRIC
BOTTOM CORNER SEAL
BEARING SHOE
FLANGE
5/8" X 7" END
1 3/4" DIA. SIDE BULB SEAL
1/4
1/4
PLATE
SKIN
WEDGE SEAL
BOTTOM RUBBER
WEB
1/2" BOTTOM
4 X 20 3/8"
1/2" PL
RETAINER BAR
BOTTOM SEAL
3 1/2" X 1/2" PL
STIFFENER
BOTTOM FLANGE
3/8" PL
1/2 "
1 3/8 "2'-5 1/8 "
1/4
1/4
1/4
9/16 "
BEARING SHOE
2"
8"
1 3/4 "
TYP
TYP
MOUNT BAR
BOTTOM SEAL
WEDGE SEAL
BOTTOM
FLANGE
5/8" X 7" END
1 3/4" DIA. SIDE BULB SEAL
BULB SEAL
1 3/4" DIA. SIDE
RETAINER BAR
3/8" BOTTOM SEAL
FLANGE
5/8" X 7" END
FLANGE
5/8" X 4 3/4" BOTTOM
0"
1/16"
RETAINER BAR
3/8" BOTTOM SEAL
SEAL CAP BAR
1/2" BOTTOM
FILLER BAR
1/2" BOTTOM SEAL
RETAINING BAR
1/2" SIDE SEAL
FILLER BAR
1/2" SIDE SEAL
1 3/8 "
H E
E T
D E
T A
IL
S A
N D S
E C
T
IO
N S
SHEET S-502
SEE DETAIL "K" ON
LOWER STIFFENER,
3/8" PL BOTTOM WEB
"K" ON SHEET S-502
STIFFENER, SEE DETAIL
BOTTOM WEB UPPER
1/2" PL X 4 X 20 3/8"
2"
1 1/2 "
SEE NOTE 3
NOTE 3
SEE
VIEW
/2
/2
A
M U
E H
L E
C K P .E
3/8" END WEB
3/8" END WEB
3/8" END WEB
FLANGE
5/8" END
UT
CJP
TYP, SEE NOTE 4
APPROX. 4" CENTERS,
AND WASHER ON
CAP SCREW W/ NUT
1/2" DIA. SS 304
S-101
F
SCALE: 3" = 1'-0"
CORNER SEAL CONNECTION
VIEW - BOTTOM
(SEE SPECIFICATIONS)
MATERIAL: NATURAL RUBBER
1" = 1"
DETAIL - WEDGE SEAL
FLANGE
TENSION
4 13/16" x 5/8"
WEB
1/2" BOTTOM
1/4
1/4
1/4
FILLER BAR
SIDE SEAL
SHOE
BEARING
FILLER BAR
BOTTOM SEAL
CAP BAR
BOTTOM SEAL
SEE NOTE 5
SHOWN FOR CLARITY
PARTIAL HIDDEN LINES
A
SEALS REMOVED FOR CLARITY
SCALE: 6" = 1'-0"
DETAIL - BOTTOM CORNER WELDMENT
1/4
1/4
W F -1
-R -0
SEE NOTE 6
WEDGE SEAL
BOTTOM
AT A MINIMUM 12" FROM THE J-BULB/WEDGE INTERSECTION.
6. CORNERS SHALL BE FULLY MOLDED WITH HOT VULCANIZED SPLICES
5. DRILL A 5/8" DIA HOLE TO A 1/2" DEPTH AT CENTER OF BULB.
4. INSTALL APPROVED UV-STABILIZED ISOLATING SLEEVES AND WASHERS.
CENTER OF BOLT AND CENTER OF STIFFENERS AND WEBS.
3. SEAL RETAINER BAR BOLTS TO HAVE A MINIMUM 2" CLEARANCE BETWEEN
2. FOR CLARITY, NOT ALL COMPONENTS ARE SHOWN.
ALL EDGES FACING THE SEAL.
1. ALL SEAL RETAINING BARS AND FILLER BARS TO HAVE A 1/8" CHAMFER ON
1/2 "R
2"
C
9/16 "
O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
E
54321
D
C
B
A
/1
/2 n w d \n w p \E
T D
S \C
A D
D -W o rk s p a c e s \N
W P \W o rk
S p a c e \p ro je c ts \L o c a l R e s o u rc e
D E
S
IG
N F
IL
E
BORDER VERSION UPDATE [09-2012]
S-504SHEET NAME:G2hdcrlk Robert KainBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 6/13/2016 1:23:08 PM
D R
A W
N B
Y
C H
E C
K E
D B
P .0
S -9
X X
X .d g n
A E C
O N
T R
A C
T O
R I
D
F P
P -1 .0
-0 -0 /2
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
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
R S
O M
A H
A
N E
B R
A S
K A
O M
A H
A D
IS
T R
IC
T
OMAHA DISTRICT
S T
E V
E N R
M
IL
E S P .E
A N
S I
D
G
H D
C E
V H
G
H D
C S
E D
D R
A F
T T
U B
E B
U L
K H
E A
D
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
S-901
/2
/2
F -1
-R -0
R U
C T
U R
A L N
O T
E S
B S
T O
L T
VIEWS OF THE DRAFT TUBE DECK.
2. SEE REFERENCE DRAWINGS FOR PLAN AND ELEVATION
SECTION 05 59 13.01 26.
DETAILED DELIVERY/SHIPPING PLAN PER SPECIFICATIONS
OF SITE ACCESS TO THE TAILRACE DECK. KTR TO PROVIDE
1. THESE IMAGES ARE INTENDED TO SHOW THE LIMITATIONS
FORT PECK DAM AND POWERHOUSES LOOKING UPSTREAM
SPILLWAY SIDE OF POWERHOUSES SPILLWAY AND TAILRACE OUTFLOW
AERIAL VIEW
SPILLWAY AND TAILRACE OUTFLOWPOWERHOUSE 2 - DRAFT TUBE DECK
NO. 2
POWERHOUSE
NO. 2
POWERHOUSE
DRAFT TUBE BULKHEADS
FINAL DELIVERY LOCATION OF
OUTFLOW
POWERHOUSE NO. 2
DRAFT TUBE DECK
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
E
54321
D
C
B
A
/1
/2 n w d \n w p \E
T D
S \C
A D
D -W o rk s p a c e s \N
W P \W o rk
S p a c e \p ro je c ts \L o c a l R e s o u rc e
D E
S
IG
N F
IL
E
BORDER VERSION UPDATE [09-2012]
S-001SHEET NAME:G2hdcrlk Robert KainBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 6/13/2016 1:23:20 PM
D R
A W
N B
Y
C H
E C
K E
D B
P .0
M -0
X X
X .d g n
AND TOP OF BULKLHEAD
HOOK AT LOWEST POINT
MINIMUM CLEARENCE BETWEEN
A E C
O N
T R
A C
T O
R I
D
F P
P -1 .0
-0 -0 /2
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
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
R S
O M
A H
A
N E
B R
A S
K A
O M
A H
A D
IS
T R
IC
T
OMAHA DISTRICT
S T
E V
E N R
M
IL
E S P .E
A N
S I
D
G
H D
C E
V H
C
C A
M P
B E
L L
D R
A F
T T
U B
E B
U L
K H
E A
D
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
M-001
G
H D
C D
R C
SEE NOTE 2
LARGER CHANNELS
SEE NOTE 2
LONGER BEAM LEGS
SEE NOTE 2
HOOKS ON NEW LIFTING BEAM
SEE NOTE 3
N E
W L
IF
T
IN
G B
E A
M
NOT TO SCALE
NEW LIFTING BEAM
SECTIONS 05 50 10.10 26 AND 41 01 20.72 26.
5. SEE SPECIFICATIONS, INCLUDING BUT NOT LIMITED TO
4. SEE FIO DRAWINGS 635-46, 635-50, 635-51, 635-52, and 635-19.1.
FIELD-VERIFY EXISTING LIFTING BEAM AND SLOT DIMENSIONS.
TUBE BULKHEAD SLOTS. SEE REFERENCE DRAWINGS AND
LOCATED TO ENSURE PROPER OPERATION IN THE DRAFT
3. ROLLERS ON NEW LIFTING BEAM MUST BE SPACED AND
ONLY, THE CHANNELS PICTURED HERE ARE 18x51.9.
MAKE UP THE BODY OF THE BEAM. FOR INFORMATION
HEAVIER COUNTERWEIGHT, AND LARGER CHANNELS TO
SUCH AS A POTENTIAL NEED FOR LONGER STANDS, A
WHICH WILL DIFFER FROM EXISTING ARE NOTED HERE,
CONVENIENCE, A FEW ASPECTS OF THE NEW LIFTING BEAM
FIELD-VERIFY EXISTING LIFTING BEAM DIMENSIONS. FOR
INCLUDING SHEAVES. SEE REFERENCE DRAWINGS.
2. DESIGN ENTIRE NEW LIFTING BEAM WITH HOOKS AND
SEE NOTE 2
FOR ROPE ATTACHMENT
WITH INTEGRAL EYE
COUNTERWEIGHT
HEAVIER
/2
/2
F -1
-R -0
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
E
54321
D
C
B
A
/1
/2 n w d \n w p \E
T D
S \C
A D
D -W o rk s p a c e s \N
W P \W o rk
S p a c e \p ro je c ts \L o c a l R e s o u rc e
D E
S
IG
N F
IL
E
BORDER VERSION UPDATE [09-2012]
M-001SHEET NAME:G2hdcrlk Robert KainBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 6/13/2016 1:23:45 PM
D R
A W
N B
Y
C H
E C
K E
D B
| FPP1.003_G-001XXX |
| FPP1.003_G-002XXX |
| FPP1.003_S-001XXX |
| FPP1.003_S-002XXX |
| FPP1.003_S-010XXX |
| FPP1.003_S-011XXX |
| FPP1.003_S-101XXX |
| FPP1.003_S-501XXX |
| FPP1.003_S-502XXX |
| FPP1.003_S-503XXX |
| FPP1.003_S-504XXX |
| FPP1.003_S-901XXX |
| FPP1.003_M-001XXX |
| FT. Peck Draft Tube Bulkhead - Reference Drawings.pdf |
| 5577.5-E-125S |
| 5577.5-E-126S |
| 5577.5-E-127S |
| 635-50 |
| 635-51 |
| 610-52_c |
| 635-46_c |
| 635-19.1 |
| MFP-OPN31E103_003 |
| MFP-OPN84E201_000 |
| MFP-OPN84E202_000_ |
| MFP-OPN84E203_000_ |
| MFP-OPN84E226_000 |
| MFP-OPN84E227_000 |
| MFP-OPN84E233_000 |
| MFP-OPN84E270_000 |
| MFP-OPN84E275_000 |
| 5577.1-B-103 |
| 5577.1-B-104 |
| 5577.5-C-241.4 |
| 6165.11-2 |
File details come from the government source that posted it. Updated .