TMP Contract Drawings.pdf
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|---|---|---|
| TMP Specs (Supply).pdf | ||
| TMP Reference Drawings.pdf | ||
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Tulsa District q of Engineers
US Army Corps
ISSUE DATE: XXXXXX-XX-X-XXXX
CONTRACT NO.: XXXXXX-XX-X-XXXX
SOLICITATION NO.: XXXXXX-XX-X-XXXX
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TURBINE MAINTENANCE PLATFORMS
TENKILLER, KEYSTONE, AND EUFAULA POWERHOUSES
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INDEX TO DRAWINGS
FILE NUMBER
NO.
SHEET
TITLE FILE NUMBER TITLE
REQ'D
AS-BUILT
INDEX TO REFERENCE DRAWINGS
STRUCTURAL
GENERAL
GENERAL
STRUCTURAL
GENERAL
STRUCTURAL
VOLUME 1
REFERENCE
REFERENCE
VOLUME 2
REFERENCE
VOLUME 3
TENKILLER FERRY TMP - VOLUME 1
KEYSTONE TMP - VOLUME 2
EUFAULA TMP - VOLUME 3
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SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
TURBINE MAINTENANCE PLATFORM
ILLINOIS RIVER, OKLAHOMA
TENKILLER FERRY DAM AND RESERVOIR
A N
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G-001
Tulsa District of Engineers
US Army Corps
A N
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JAMES D. CALNON, P.E.
CHIEF, MECHANICAL/STRUCTURAL BRANCH
STEVEN R. MILES, 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.
SCALE: NTS
VICINITY MAP
SCALE: NTS
AERIAL PHOTO
END BEAM CONNECTION
3/4 X 12 TURNBUCKLE
ALUMINUM DECK
8" X 2" X 1/8"
ALUMINUM DECK
ALUMINUM BEAM
8" X 4" X 3/16"
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NAME PLATE INFORMATION:
S
M
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SCALE: NTS
ISOMETRIC
NOTES:
8. LOAD RESTRICTIONS: NONE
7. NAME OF FABRICATOR: TBD
6. DATE OF FABRICATION: TBD
AND 2- 300# @ 18" FROM CENTER
5. CONCENTRATED LOAD DESIGN: 300# @ CENTER
4. TOTAL MAX DISTR LOAD, PSF: 25
3. TOTAL MAX LIVE LOAD, POUNDS: 2000
2. WEIGHT: TBD, SEE NOTE 4
1. TENKILLER FERRY DAM TURBINE MAINTENANCE PLATFORM
ABBREVIATIONS:
TYPICALTYP
SYMMETRICALSYMM
NOT TO SCALENTS
VERTICALVERT
UPSTREAMU/S
PLACESPLCS
PLATESPLS
PLATEPL
ON CENTEROC
HORIZONATALHORIZ
FRACTURE CRITICAL MEMBERFCM
FLANGEFLG
ELEVATIONEL
DOWNSTREAMD/S
DIMENSIONDIM
DIAPHRAGMDIA
CENTERLINECL
CENTER OF GRAVITYCG
CENTER TO CENTERCC
THE SHOP DRAWINGS.
DECKING. INDICATE THE NAMING OF ALL MEMBERS IN
TEST. PROVIDE STENCILED LABELS ON ALL PLYWOOD
FIRST PLATFORM ASSEMBLY AND PRIOR TO THE SHOP LOAD
AND DECK FLANGES AT EACH BEAM END AFTER THE
5. PROVIDE A LOW STRESS STAMP ON THE TOP OF ALL BEAM
THIS INFORMATION.
THE SHOP LOAD TEST AND UPDATE THE NAMEPLATE WITH
4. DETERMINE THE ACTUAL WEIGHT OF THE PLATFORM DURING
".16
1 IS ±
3. TOLERANCE OF COMPONENTS, UNLESS NOTED OTHERWISE,
2. ALUMINUM TO BE ALLOY 6061-T6, UNLESS NOTED OTHERWISE.
1. SEE SPECS FOR MATERIAL AND FABRICATION REQUIREMENTS.
SECTION
SCALE: 1/2" = 1'- 0"
A
SECTION
SCALE: 1/2" = 1'- 0"
C
SECTION
SCALE: 1/2" = 1'- 0"
B
3. INSTALLATION AND ACCESS AIDS SHOWN ON S-003
2. LINER LUGS INSTALLED BY GOVERNMENT PERSONNEL
1. SEE S-001 FOR GENERAL NOTES AND ABBREVIATIONS
NOTES:
A
S-401
B
S-401
A
S-002
C
S-002
B
S-002
3'-3 3/8 "
4'-7"
LINER LUG A
CENTERLINE
LINER LUG B
CENTERLINE
LINER LUG EYE
CENTERLINE OF
LINER LUG EYE
CENTERLINE OF
EL 485.25'
EL 480.30'
EL 483.75'
EL 489.96'
EL 488.04'
EL 485.31'
EL 485.31'
1'-5 1/8 "
3'-6 5/8 "
BEAM B
BEAM A
10'-5 9/16 " AT ELEVATION 485.31'
LINER DIAMETER
1'-0"
/4
CENTERLINE DRAFT TUBE LINER
LINER
(NOTE 3)
SCAFFOLDING
TOP OF PAINTER
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SCALE: 1/2" = 1'- 0"
PLAN
S
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E S P .E
CONCRETE STEP
DRAFT TUBE DOOR
DECK OPENING FOR TMP ACCESS
24" X 36" MANDOOR OPENING
MANDOOR
/4
/4
/1
B
DETAIL - DOOR MOUNTED STAGE SUPPORT
SCALE: NTS
C
ELEVATION
SCALE: 1/2" = 1'- 0"
EST WT = 31 LBS
MATERIAL = A-36 STEEL
SCALE: 1-1/2" = 1'- 0"
THE DOCK FLOATS IN AND OUT OF THE WATER.
NECESSARY RIGGING EQUIPMENT CAPABLE OF PULLING
EXISTING DOOR THREADS, AND PULLEY WITH ALL
5. PROVIDE A SWIVEL HOIST RING, COMPATIBLE WITH THE
REQUIRES EOR PRIOR APPROVAL.
SCAFFOLDING PROVIDED. ANY DIMENSIONAL CHANGE
REQUIRE ADJUSTMENT DEPENDING ON THE PREFABRICATED
4. THE PIN SIZE, HOLE LOCATION, AND SUPPORT SPACING MAY
ACCESS PER SPECIFICATION.
3. PROVIDE PREFABRICATED REMOVABLE STEP FOR TMP
DRAWINGS.
2. DETAIL THE LOCATION OF ALL HARDWARE ON THE SHOP
ABLE TO FIT THROUGH THE EXISTING MANDOOR.
TUBE ONLY BY GOVERNMENT STAFF. ALL FEATURES MUST BE
INSTALLATION AIDS WILL BE INSTALLED IN THE DRAFT
THE LOAD TEST AND ONSITE TMP FLOOR ASSEMBLY. THE
DECKING. DEMONSTRATE FLOAT ASSEMBLY DURING BOTH
PLATFORM ACCESS AFTER INSTALLATION OF THE BEAMS AND
ACCESS TO THE MOUNTS FOR TMP INSTALLATION AND
1. PROVIDE A TMP FLOATING INSTALLATION AID WHICH ALLOWS
NOTES:
A
S-002
B
S-003
DOOR MOUNTED STAGE SUPPORT
MANDOOR FRAME
RATED TO ANSI A10.8
20" x 8' PREFABRICATED ALUMINUM STAGE
DOCK FLOATS, SEE S-901
EL 485.25'
EL 480.30'
EL 483.75'
EL 489.96'
EL 488.04'
EL 481.87'
CALCULATED DRAFT
LINER
CENTERLINE
TYPICAL TAILRACE WATER ELEVATION
SEE NOTE 3
.5
FLOAT HEIGHT
TREATED LUMBER FRAMING
3/4" PLYWOOD AND 2x6 PRESSURE
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STAGE RETAINING ROD
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E S P .E
Ø 1/2 "
/4
/2
1/4 "
1"
/1
/1
T Y
P
/2
HOLE FOR PUSH BUTTON PIN
SEE NOTE 4
NOTE 4
SEE
MAX
7 1/2"
7 5/8"
UNLESS INDICATED OTHERWISE
ALL PLATE 1/4" GALVANIZED A36
ROD WITH 2 NUTS
1"x6" A307 GR A THREADED
1/4
1/4
TYP
3/16
1/4
TYP
CJP
TYP
TYP
CJP
PLAN - BEAM A
E
ELEVATION
B
PLAN - BEAM B
F
ELEVATION
SCALE: 1-1/2" = 1'- 0"
SCALE: 1-1/2" = 1'- 0"
EST WT = 63 LBS (FULLY ASSEMBLED)
SCALE: 1-1/2" = 1'- 0"
EST WT = 45 LBS (FULLY ASSEMBLED)
SCALE: 1-1/2" = 1'- 0"
FLUSH WITH BENT END PLATE TOP SURFACE.
BOTH ASSEMBLIES ARE MADE. TOP OF BEAM TO BE
4. MATCH DRILL TUBE END CONNECTION AND BEAM AFTER
3. END CONNECTIONS NOT SHOWN, SEE S-402.
PLATFORM WITH ALL END CONNECTIONS INSTALLED.
BEAM TO STEEL END CONNECTION. DELIVER THE
2. PROVIDE 1/2" BOLTS, WASHERS, AND NUTS FOR EACH
8" x 4" x 3/16"
1. ALL BEAMS SHOWN ARE ALUMINUM ALLOY 6061-T6 RT
NOTES:
E
S-401
F
S-401
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SHEET ID
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VOLUME 1
®of Engineers
US Army Corps ®of Engineers
US Army Corps
D R
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4"
/4
2'-1 3/4 " 8 1/8 "
8 1/8 "4'-2 1/8 "
6'-2 1/2 " 8 1/8 "
5 5/8 "
5 5/8 "
4X Ø 9/16"
18X Ø 5/16"
2"
2"
6'-3 3/4 "
/2
8'-11"
4X Ø 9/16"
10 1/8 "
8 1/8 "8 1/8 "8 1/8 "2'-2 3/8 "
5'-7"
12X Ø 5/16"
/4
" 8
2"
2"
SCALE: 6" = 1'- 0"
ELEVATION - FRONT
ELEVATION - SIDE
C
SCALE: 6" = 1'- 0"
ELEVATION - BACK
SCALE: 6" = 1'- 0"
PLAN
SCALE: 6" = 1'- 0"
PLAN - BOTTOM
EST WT = 5 LBS
SCALE: NTS
END CONNECTION - ISOMETRIC
A
S-402
C
S-402
B
S-402
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
C H
E C
K E
D B
Y
VOLUME 1
®of Engineers
US Army Corps ®of Engineers
US Army Corps
D R
A W
IN
G N
O
F
IL
E N
A M
E
A N
S I
D
P O
R T
L A
N D
O R
E G
O N
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
T U
L S
A D
IS
T R
R B
IN
E M
A
IN
T E
N A
N C
E P
L A
T F
O R
M
P O
W E
R H
O U
/1
T
IE
R N
E Y
B S
T O
L T P .E
B J
A H
A N
G
IR
I, P .E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
D R
O E
L E
C T
R
IC
D
E S
IG
N C
E N
T E
R
S-402
T U
L S
A
O K
L A
H O
M A
IL
L
IN
O
IS
R
IV
E R
T K
P -1 .0
S .d g n
A N
D E
L E
V A
T
IO
N S
P L
A N
S S
E C
T
IO
N S
T U
B E E
N D C
O N
N E
C T
O R
S
T E
N K
IL
L E
R F
E R
R Y D
A M
S
M
IL
E S P
2" 7/8 "
7/16 "
1/8
/4
SEAT
U BOLT
LOCK NUT
SLEEVE
U BOLT
SEAT
1/8
2"
1/8
STIFFENER
SEAT
SEAT
LOCK NUT
U BOLT
SLEEVE
SIDE
SLEEVE
TYP
TYP
1/8
5/8 "
3/8 "
1 3/4 "
/8
SEAT
LOCK NUT
SLEEVE
9/16 "
1 1/8 "
1/8
/4
SIDE SLEEVE
SLEEVE
1/8
TYP 4 PLCS
SLEEVEU BOLT
BENT PLATE
BENT PLATE
SEAT
LOCK NUT
1/8" BENT PLATE
STIFFENER
BENT PLATE
ABOUT CENTERLINE
SYMMETRICAL
1/8" BENT PLATE
STIFFENER
BENT PLATE
STIFFENER
BENT PLATE
BENT PLATE
ABOUT CENTERLINE
SYMMETRICAL
ABOUT CL
SYMM
TYP 2 PLCS
GALVANIZING (HDG) AND FABRICATION TO ACCOUNT FOR HDG.
2. DIMENSION MUST BE MEASURED AFTER HOT-DIP
1. SEE S-501 FOR ALL END CONNECTION PART DETAILS.
NOTES:
TYP
3 SIDES,
1/8
TYP
/1
/3
(N
O T
E
/1
3 9/16" +0 / -1/32
DECK FASTENER WELD - DETAIL
SCALE: 6" = 1'-0"
SCALE: 6" = 1'-0"
A
FASTENING SYSTEM
TYPICAL DECKING
F
S-504
D
S-504
E
S-504
C
S-503
A
S-403
B
S-503
S-403
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
C H
E C
K E
D B
Y
VOLUME 1
TYP
FASTENER
DECKING
HIDDEN LINES NOT SHOWN
DECKING STIFFENER
®of Engineers
US Army Corps ®of Engineers
US Army Corps
D R
A W
IN
G N
O
F
IL
E N
A M
R
T L
A N
D
O R
E G
O N
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
T U
L S
A
O K
L A
H O
M A
T U
L S
A D
IS
T R
R B
IN
E M
A
IN
T E
N A
N C
E P
L A
T F
O R
M
P O
W E
R H
O U
S E
IL
L
IN
O
IS
R
IV
E R
T E
N K
IL
L E
R F
E R
R Y D
M
IL
E S P
P
Y L E
B S
T O
L T P .E
B J
A H
A N
G
IR
I, P .E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
D R
O E
L E
C T
R
IC
D
E S
IG
N C
E N
T E
R
T K
P -1 .0
S .d g n
S-403
SCALE: 1" = 1'- 0"
PLAN - DECKING LAYOUT
2'-6"
/2
T H
R E
A D
E D R
O D D
E T
A
IL
D E
C K
IN
G P
L A
N A
N D
A N
S I
D
/1
2. PROVIDE DECK FASTENING AT ALL LOCATIONS SHOWN.
1. SEE S-503 AND S-504 FOR DECKING DETAILS.
NOTES:
DECKING
ALUMINUM
8" X 4" X 3/16"
ALUMINUM TUBE
SEE PART ON S-502
STEEL ANGLE
GR BC GALVANIZED
1/4" Ø ASTM A354
DECKING
ALUMINUM
SEE PART ON S-502
ROUND BLANK
ALUMINUM
1/8
1/8
SEE PART ON S-502
1/8" ALUMINUM PLATE
1 REQ'D PER END CONNECTION
BENT PLATE - PART
2 REQ'D 1 AS SHOWN 1 OPPOSITE HAND
SCALE: 12" = 1'- 0"
SEAT - PART
4 REQ'D 2 AS SHOWN 2 OPPOSITE HAND
SCALE: 12" = 1'- 0"
SEAT STIFFENER - PART
2 REQ'D PER END CONNECTION
SCALE: 6" = 1'- 0"
SIDE SLEEVE - PART
2 REQ'D PER END CONNECTION
SCALE: 6" = 1'- 0"
BENT PLATE STIFFENER - PART
2 REQ'D PER END CONNECTION
SCALE: 6" = 1'- 0"
SLEEVE - PART
MATERIAL: ASTM A354 GRADE BC
1 REQ'D PER END CONNECTION
SCALE: 6" = 1'- 0"
U BOLT - PART
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
C H
E C
K E
D B
Y
VOLUME 1
®of Engineers
US Army Corps ®of Engineers
US Army Corps
D R
A W
IN
G N
O
F
IL
E N
A M
E
A N
S I
D
P O
R T
L A
N D
O R
E G
O N
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
T U
L S
A D
IS
T R
R B
IN
E M
A
IN
T E
N A
N C
E P
L A
T F
O R
M
P O
W E
R H
O U
M
IL
E S P .E
/1
S
T O
L T P .E
B J
A H
A N
G
IR
I, P .E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
D R
O E
L E
C T
R
IC
D
E S
IG
N C
E N
T E
R
S-501
T U
L S
A
O K
L A
H O
M A
IL
L
IN
O
IS
R
IV
E R
T K
P -1 .0
S .d g n
E N
D C
O N
N E
C T
IO
R T S
T E
N K
IL
L E
R F
E R
R Y D
A M
G P
Y L
FLUSH WITH BENT END PLATE TOP SURFACE.
BOTH ASSEMBLIES ARE MADE. TOP OF BEAM TO BE
4. MATCH DRILL TUBE END CONNECTION AND BEAM AFTER
ASTM A123 OR ASTM A153.
3. HOT-DIP GALVANIZE ALL STEEL IN ACCORDANCE WITH
OTHERWISE NOTED.
2. END CONNECTION PARTS TO BE ASTM A36 UNLESS
1. SEE S-001 FOR GENERAL NOTES.
NOTES:
1/4 "
/4
1/2 "
R 1- 15/16"
/8
HOLE
9/16" Ø
/8
/8
/8
/8
/8
3 7/8 "
4 7/8 "
4 7/8 "
3 1/8 "
/8
HOLE
5/8" Ø
2 3/8 "
/4
/2
1"
ACCESS HOLE
1/4" R WELD
2 7/8 "
/4
1 1/2 "
1 1/4 "
/1
FILLET
1/2" R
4 1/4 "
3"
1 5/16 "
1 1/8 "
HOLE
5/8" Ø
1 3/4 "
ABOUT CENTERLINE
SYMMETRICAL
R 1"
R 1/2"
R 1/2"
R 1/2"
LOCK NUT ASSEMBLY
WASHER, NUT, AND
AS REQUIRED FOR
THREAD LENGTH
3 9/16"
/8
/1
NOTE 4
SEE
HOLE
9/16" Ø
SCALE: 12" = 1'- 0"
ALUMINUM ROUND BLANK
FILLET
1-1/16" R
/4
MILLSCALE
2. PROVIDE THE MOUNTS UNCOATED AND FREE OF
1. SEE S-001 FOR GENERAL NOTES.
NOTES:
MATERIAL: ALLOY 6061-T6
SCALE: 12" = 1'- 0"
ALUMINUM ROUND BLANK
MATERIAL: ASTM A36
8 REQ'D AS SHOWN
SCALE: 12" = 1'- 0"
LINER LUG
HOT-DIP GALVANIZED
MATERIAL: ASTM A36
SCALE: 12" = 1'- 0"
STEEL ANGLE
MATERIAL: ALUM 6061 TYP
SCALE: 12" = 1'- 0"
ALUMINUM PLATE
A
S-502
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
C H
E C
K E
D B
Y
VOLUME 1
3/4 "
6 3/8 "
/2
/1
5 5/16 "
®of Engineers
US Army Corps ®of Engineers
US Army Corps
D R
A W
IN
G N
O
F
IL
E N
A M
E
A N
S I
D
P O
R T
L A
N D
O R
E G
O N
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
T U
L S
A D
IS
T R
R B
IN
E M
A
IN
T E
N A
N C
E P
L A
T F
O R
M
P O
W E
R H
O U
M
IL
E S P .E
/1
S
T O
L T P .E
B J
A H
A N
G
IR
I, P .E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
D R
O E
L E
C T
R
IC
D
E S
IG
N C
E N
T E
R
S-502
T U
L S
A
O K
L A
H O
M A
IL
L
IN
O
IS
R
IV
E R
T K
P -1 .0
S .d g n
T E
N K
IL
L E
R F
E R
R Y D
A M
G P
Y L E
D E
T A
IL
S
D E
C K
IN
G H
O L
D D
O W
N
L
IN
E R L
U G A
1/8" R
TYP
1/8" R
1/2" Ø HOLE
1 1/8" Ø BORE
1 5/8 "
1/2 "
/4
/2
1 1/8 " 1/4 "
/4
BY OTHERS
FIELD TRIMMED
/4
3/4 "
3/4 "
/4
/4
/4
/1
2"
/2
1/8 "
3/16 "
1 1/2 "
1/8
5/16" Ø TYP
BLANK
STEEL
3/8" Ø TAP
3/4" R
3/4 "
/4
/4
/2
1 1/2 "
5/16" Ø TYP
/8
7/8" 5/8"
C
HATCH DETAIL
B
DECKING DETAIL
EST WT = 32LBS (LONGEST SECTION)
SCALE: 1" = 1'- 0"
EST WT = 24 LBS
SCALE: 1" = 1'- 0"
3. ALL MEMBERS SHOWN ARE ALUMINUM ALLOY 6061-T6 RT.
2. PROVIDE CONTINUOUS WELD FOR LAST 6" OF DECKING.
1. SEE S-001 FOR GENERAL NOTES.
NOTES:
RAISE 2" ABOVE THE DECKING WHEN PULLED.
1/4" SQUARE U-BOLTS WITH 6" INSIDE WIDTH AND ABLE TO
4. INSTALL (2) HANDLES ON THE HATCH. HATCH HANDLES TO BE
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
C H
E C
K E
D B
Y
VOLUME 1
/2
/4
/2
/4
2'-9 1/4 "2'-7 5/8 "
4" TYP
'-3 /2
8X ALUMINUM TUBE
8" X 2" X 1/8"
24X Ø 1"
(5'-4 7/8 ")
1/8" GAP BETWEEN
EACH DECK SECTION
TYPICAL
/4
(2'-0")
SEE NOTE 41 1/2 " TYP
/2 T
Y P
®of Engineers
US Army Corps ®of Engineers
US Army Corps
D R
A W
IN
G N
O
F
IL
E N
A M
R
T L
A N
D
O R
E G
O N
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
T U
L S
A
O K
L A
H O
M A
T U
L S
A D
IS
T R
R B
IN
E M
A
IN
T E
N A
N C
E P
L A
T F
O R
M
P O
W E
R H
O U
S E
IL
L
IN
O
IS
R
IV
E R
T E
N K
IL
L E
R F
E R
R Y D
M
IL
E S P
P
Y L E
B S
T O
L T P .E
B J
A H
A N
G
IR
I, P .E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
D R
O E
L E
C T
R
IC
D
E S
IG
N C
E N
T E
R
T K
P -1 .0
S .d
C K D
E T
A
IL
S
S-503
SCALE: 1" = 1'- 0"
HATCH END VIEW DETAIL
2'-0"
/8
1/8 3-12
1/8 3-12
8" TYP
1/8 3-12
1/8 3-12
A N
S I
D
/1
DECK E DETAIL
D
DECK D DETAIL
F
DECK F DETAIL
EST WT = 80 LBS
SCALE: 1 1/2" = 1'- 0"
EST WT = 27 LBS
SCALE: 1" = 1'- 0"
EST WT = 27 LBS
SCALE: 1" = 1'- 0"
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
C H
E C
K E
D B
Y
VOLUME 1
CS 3 X 1.60
ALUMINUM CHANNEL TYP
/8
1'-8 3/4 "
2'-2 5/8 "
'-1 /4
R
'-5
1/4" ALUMINUM SHEET
/4
/4
5 1/2 "
/4
2'-2 1/2 "
/4 " 1'-8 5/8 "
/1
'-1 /4
R
5 3/8 "
2"
/8
2"
1/4" ALUMINUM SHEET
CS 3 X 1.60
ALUMINUM CHANNEL TYP
/8
1/4" X 1" BANDING
1/4" X 1" BANDING
CS 2 X 1.07
ALUMINUM CHANNEL TYP
CS 2 X 1.07
ALUMINUM CHANNEL TYP
1'-4 1/8 "
/4
T
Y P
1 1/2 "1'-4 1/8 "
1 1/2 "
" T
Y P
/1
/1
" 1 /4 T
Y P
T Y
P
/4
4 1/8 "
1'-7 5/8 "
2'-2 7/8 "
'-1 /4
R
1'-4 5/8 "
/1
T
Y P
CS 3 X 1.60
ALUMINUM CHANNEL TYP
/4 T
Y P
/1
T
Y P
1/4" X 1" BANDING
CS 2 X 1.07
ALUMINUM CHANNEL TYP
CS 2 X 1.07
CHANNEL TYP
ALUMINUM
/1
T
Y P
/2
/1
/1
R TYP
5' 1 3/4"
8 1/4 "
/2
90°
/1
4'-5 3/4 "
ABOUT CL
SYMM
PLATE
1/4" ALUMINUM
40°
/4
/4
1 1/2 "
" T
Y P
/1
2"
®of Engineers
US Army Corps ®of Engineers
US Army Corps
D R
A W
IN
G N
O
F
IL
E N
A M
R
T L
A N
D
O R
E G
O N
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
T U
L S
A
O K
L A
H O
M A
T U
L S
A D
IS
T R
R B
IN
E M
A
IN
T E
N A
N C
E P
L A
T F
O R
M
P O
W E
R H
O U
S E
IL
L
IN
O
IS
R
IV
E R
T E
N K
IL
L E
R F
E R
R Y D
M
IL
E S P
P
Y L E
B S
T O
L T P .E
B J
A H
A N
G
IR
I, P .E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
D R
O E
L E
C T
R
IC
D
E S
IG
N C
E N
T E
R
T K
P -1 .0
S .d g n
S-504
A N
S I
D
/1
/2
D E
T A
IL
S
F A
B R
IC
A T
E D D
E C
K
TYP
TYP
1/8
1/8
1/8
1/8
2-6
TYP
1/8
1/8
1/8 2-6
TO PLATE
FLANGES
CHANNEL
INTERIOR
TYP ALL
TO PLATE
FLANGES
CHANNEL
EXTERIOR
TYP ALL
3. DO NOT INTERSECT WELDS.
2. DETAIL INTERMITTENT WELDS ON DRAWING.
1. ALL MEMBERS ARE ALUMINUM ALLOY 6061 T6.
NOTES:
SCALE: 1" = 1'- 0"
DETAIL
B
SCALE: 1" = 1'- 0"
DETAIL
C
SCALE: 1" = 1'- 0"
DETAIL
A
S-505
A
S-505
B
S-505
B
S-505
C
S-505
C
S-505
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
D R
A W
N B
Y
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A T
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B
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F
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2 3 4 5 6 7 8 9 10
SHEET ID
C H
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K E
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VOLUME 1
8'-4 5/16 "
/4
3'-1 3/8 " TYP
/4 T
Y P
R
6'-6 5/16 "
7'-9 1/2 "
/4 T
Y P
7'-0 5/8 "
/4
5'- 3/ " T
YP
R
1'-9 3/8 "
2'-2 3/4 "3 /4
1'-6 7/16 "
0 1/2 "
0 1/2 "
0 1/2 "
5'-1 3/4 "
R
NOT SHOWN
HATCH PLYWOOD
T Y
P
/4
1 1/2 " TYP
/2 T
Y P
2'-0" TYP
®of Engineers
US Army Corps ®of Engineers
US Army Corps
D R
A W
IN
G N
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A N
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SCALE: 1" = 1'- 0"
PLAN - PLYWOOD LAYOUT
A N
S I
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/2
1" TYP
DETAIL - HATCH PLYWOOD
ALUMINUM DECKING DURING TESTING.
TESTING. UTILIZE OTHER PLYWOOD TO PROTECT THE
2. FABRICATED PLYWOOD MAY NOT BE USED DURING LOAD
SPECIFICATION.
1. PROVIDE 1/2" FLAME RETARDANT PLYWOOD PER
L
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B
C
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2 3 4 5 6 7 8 9 10
SHEET ID
C H
E C
K E
D B
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VOLUME 1
®of Engineers
US Army Corps ®of Engineers
US Army Corps
D R
A W
IN
G N
O
F
IL
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A M
R
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A N
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N C
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T F
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S .d g n
IN
S
T A
L L
A T
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N A
ID
S
S-901
HARDWARE SCHEDULE
ITEM NO. REQ'D
MARK
NOTES
A N
S I
D
/1
T-CONNECTOR (FEMALE)
T-CONNECTOR (MALE)
SEE NOTE 248" X 24" X 18" FLOAT ASSEMBLY
OUTSIDE CORNER
INSIDE CORNER
CARRIAGE BOLT
DOCK TIE DOWN (CLEAT)
TBD SEE NOTE 4
5"x5" BACK-UP PLATE
NOT SHOWN ON SCHEMATIC
NOT SHOWN ON SCHEMATIC
SEE NOTE 3.
SCALE: NTS
SCHEMATIC
INSTALLATION AIDS FOR FLOATS
DOCK EXAMPLE
OUTSIDE CORNER
INSIDE CORNER
BACK-UP PLATE
SEE NOTE 2
WOOD FRAMING,
CLEAT
AT EACH FLOAT TO FLOAT CONNECTION
PROVIDE 5 1/2" HOLES IN PLYWOOD
CONNECTONS CAN BE DETERMINED DURING ASSEMBLY.
5. MARK THE FLOATS SUCH THAT THE MATCH DRILLED
ATTACH WOOD FRAMING TO THE FLOATS.
ON SHOWN HARDWARE AND ANY HARDWARE USED TO
4. PROVIDE CARRIAGE BOLTS FOR EVERY BOLT LOCATION
SHOWN ON THE SCHEMATIC.
3. PROVIDE DOCK CLEATS AND LASHING IN THE LOCATIONS
FOR PLYWOOD TO WOOD FRAME CONNECTIONS.
USE 3" STAINLESS DECKING SCREWS SPACED 12" O.C.
RECOMMENDATION. UTILIZE 3/4" PLYWOOD DECKING.
WOOD FRAME TO EACH FLOAT PER THE MANUFACTURERS
PIECES. BOLT USING CARRIAGE BOLTS. CONNECT THE
USING (4) INSIDE AND (4) OUTSIDE CORNER HARDWARE
2. PROVIDE 2X6 PRESSURE TREATED WOOD FRAMING
RECOMMENDATION UNLESS REQUIRED OTHERWISE.
GALVANIZED PER FLOAT MANUFACTURER'S
AND ASSEMBLY. ALL HARDWARE IS TO BE STEEL AND
AND NECESSARY TO COMPLETE FLOAT CONSTRUCTION
1. PROVIDE ALL MATERIALS AND HARDWARE AS SHOWN
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
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D E
S C
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M A
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S
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D A
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O
D R
A W
N B
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IS
S
U E D
A T
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B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
C H
E C
K E
D B
Y
VOLUME 2
Tulsa District q of Engineers
US Army Corps
VICINITY MAP
ISSUE DATE: XXXXXX-XX-X-XXXX
CONTRACT NO.: XXXXXX-XX-X-XXXX
SOLICITATION NO.: XXXXXX-XX-X-XXXX
TURBINE MAINTENANCE PLATFORM
ARKANSAS RIVER, OKLAHOMA
KEYSTONE DAM
®of Engineers
US Army Corps
D R
A W
IN
G N
O
F
IL
E N
A M
E
A N
S
D L
O C
A T
IO
N M
A P
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C T V
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G-001
P O
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P S O
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IN
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A
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L A
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M A
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T R
R
B
IN
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A
IN
T E
N A
N C
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M
P O
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A S R
IV
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T O
N E D
M
IL
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/1
/2
K E
P -1 .0
G .d g n
A T
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A
M U
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L E
C K P .E
B J
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U .S
A R
M Y C
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P S O
F E
N G
IN
E E
D R
O E
L E
C T
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IC
D
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IG
N C
E N
T E
R
PROJECT LOCATIONSITE MAP
JAMES D. CALNON, P.E.
CHIEF, MECHANICAL/STRUCTURAL BRANCH
JORDAN S. FINK, P.E.
CHIEF, ELECTRICAL BRANCH
STEVEN R. MILES, P.E.
DIRECTOR, HYDROELECTRIC DESIGN CENTER
DATEDATE
DATE
SUBMITTED BY: APPROVED BY:
SUBMITTED 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.
K E
P -1 .0
-0 -0 /1
L
IC
IT
A T
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N N
O
D E
S
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N E
D B
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D E
S C
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D R
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U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
C H
E C
K E
D B
Y
VOLUME 2
®of Engineers
US Army Corps ®of Engineers
US Army Corps
D R
A W
IN
G N
O
F
IL
E N
A M
E
A N
S
R T
L A
N D
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A R
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P S O
F E
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IN
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R S
T U
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A D
IS
T R
R
B
IN
E M
A
IN
T E
N A
N C
E P
L A
T F
O R
M
P O
W E
R H
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S E
K E
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T O
N E D
M
IL
E S P .E
/1
/2
A T
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R N
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A
M U
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L E
C K P .E
B J
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A N
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U .S
A R
M Y C
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P S O
F E
N G
IN
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D R
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C T
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S-001
T U
L S
A
O K
L A
H O
M A
A R
K A
N S
A S R
IV
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K E
P -1 .0
S .d g n
NOTES:
NAME PLATE INFORMATION:
G E
N E
R A
L N
O T
E S
SCALE: 3/4" = 1'- 0"
ISOMETRIC
17'-2" Ø
ABBREVIATIONS:
8. LOAD RESTRICTIONS: NONE
7. NAME OF FABRICATOR: TBD
6. DATE OF FABRICATION: TBD
AND TWO- 300# @ 18" FROM CENTER
5. CONCENTRATED LOAD DESIGN: 300# @ CENTER
4. TOTAL MAX. DISTR LOAD, PSF: 25
3. TOTAL MAX. LIVE LOAD, POUNDS: 5,800
2. WEIGHT: TBD, SEE NOTE 5
1. KEYSTONE DAM TURBINE MAINTENANCE PLATFORM
SEE S-402
DECKING,
SEE S-503
LINER LUG,
SEE S-401
TUBE 8" X 4" X 3/16",
ALUMINIUM
EXISTING MANDOOR
SEE S-403
CONNECTION,
TYP END
EXISTING LINER
SEE S-404
CONNECTION,
BENT END
GRATING
THIS INFORMATION.
THE SHOP LOAD TEST AND UPDATE THE NAMEPLATE WITH
5. DETERMINE THE ACTUAL WEIGHT OF THE PLATFORM DURING
4. DECKING HOLD DOWNS NOT SHOWN FOR CLARITY.
IS +/-1/16".
3. TOLERANCE OF COMPONENTS, UNLESS NOTED OTHERWISE, .
2. ALUMINUM TO BE ALLOY 6061-T6, UNLESS NOTED OTHERWISE.
1. SEE SPECS FOR MATERIAL AND FABRICATION REQUIREMENTS.
TYPICALTYP
SYMMETRICALSYMM
NOT TO SCALENTS
PLACESPLCS
PLATEPL
ON CENTEROC
ELEVATIONEL
CENTERLINECL
CENTER TO CENTERCC
K E
P -1 .0
-5 -0 /1
PLAN
A
S-401
B
S-401
C
S-401
D
S-401
A
S-002
C
S-002
B
S-002
S-504
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
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S U
B M
IT
T E
D B
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D A
T E
C O
N T
R A
C T N
O
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
C H
E C
K E
D B
Y
VOLUME 2
LUG D
CL LINER
LUG EYE
CL OF LINER
LUG EYE
CL OF LINER
LUG EYE
CL OF LINER
CL OF LINER
SYMM ABOUT
LUG EYE
LINER
CL OF
(8'-7 7/16 ")
(7'-10 15/16 ")
(5'-11 3/4 ")
(34 .5°)
(5 .5
/1
1'-0"
3'-6"
6'-3"
LINER
CL LINER
17'-7 1/4 "
BEAM ABEAM B
AT ELEVATION 619.71
LINER DIAMETER
BEAM C
CL OF LINER
SYMM ABOUT
9"
RUNNER CONE
MAN DOOR
RUNNER CONE
TOP OF BEAM
EL 619.71
CL LUG HOLE
EL 619.61
EL 620.50
EL 624.58
EL 618.50
EL 624.58
®of Engineers
US Army Corps ®of Engineers
US Army Corps
D R
A W
IN
G N
O
F
IL
E N
A M
E
A N
S
S E
M B
L Y A
N D A
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A R
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A
IN
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K E
P -1 .0
-5 -0 /2
A T
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A
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S-002
T U
L S
A
O K
L A
H O
M A
A R
K A
N S
A S R
IV
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K E
P -1 .0
S .d g n
@ EL 619.61
LINER R 8'- 9 13/16"
3. DECKING HOLD DOWNS OMITTED FOR CLARITY.
2. LINER LUGS WILL BE INSTALLED BY GOVERNMENT PERSONNEL.
1. SEE S-001 FOR GENERAL NOTES.
NOTES:
BEAMS ESTIMATED ASSEMBLED WEIGHTS (LBS)
108 A
B 108
C
D
SCALE: 3" = 1'- 0"
F9
S-002
F9
G9
G8
F
BEAM A - PLAN
BEAM B - PLAN
BEAM C - PLAN
TYP TUBE SECTION
BEAM A - ELEVATION
BEAM B - ELEVATION
BEAM C - ELEVATION
BEAM D - PLAN
BEAM D - ELEVATION
SCALE: 3" = 1'- 0"
BEAM D - ENLARGED PLAN
S-401
F
S-401
G
S-401
H
S-401
H
S-401
H
S-401
I
S-401
G
S-401
H
S-401
S O
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A T
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N N
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D E
S
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N E
D B
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D E
S C
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N
A
M A
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S
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S U
B M
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T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
C H
E C
K E
D B
Y
VOLUME 2
®of Engineers
US Army Corps ®of Engineers
US Army Corps
D R
A W
IN
G N
O
F
IL
E N
A M
E
A N
S I
D
P O
R T
L A
N D
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U .S
A R
M Y C
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P S O
F E
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IN
E E
R S
T U
L S
A D
IS
T R
R
B
IN
E M
A
IN
T E
N A
N C
E P
L A
T F
O R
M
P O
W E
R H
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S E
K E
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T O
N E D
M
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/1
/2
K E
P -1 .0
-5 -0 /3
A T
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A
M U
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C K P .E
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C T
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S-401
T U
L S
A
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L A
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M A
A R
K A
N S
A S R
IV
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K E
P -1 .0
S .d g n
E L E
V A
T
IO
N S
P L
A N
S A
N D
A L
U M
IN
U M T
U B
E S A -D
ABOUT CL
SYMMETRICAL
5 3/8 "
2'-7 1/2 "8 1/4 "2'-9"1'-4 1/2 "
/4
5/16" Ø TYP9/16" Ø TYP
/1
/1
5 1/2 "2"
15'-3 1/4 "
11'-5"
ABOUT CL
SYMMETRICAL
4'-6 7/16 "
.1 2°
1'-5 1/1
6 "
2'-7 3/8
3 1/ 4 "
1 13 /16
16'-8 1/4 "
ABOUT CL
SYMMETRICAL
/4
8 1/4 " 9 1/8 "
5/16" Ø TYP9/16" Ø TYP
8 1/4 "1'-4 1/2 "8 1/4 "8 1/4 "8 1/4 "8 1/4 "8 1/4 "
/1
/1
8 1/4 "2"
ABOUT CL
SYMMETRICAL
/4
5/16" Ø TYP9/16" Ø TYP
/1
/1
2'-9" 1'-7"2" 1'-4 1/2 "
ABOUT CL
SYMMETRICAL
4"
9/16" Ø TYP
7 5/8 " 1'-4 1/2 " 2'-6 5/16 "
5/16" Ø TYP
3 3/16 "
/1
/1
/4
4"
3/16 "
/1
/2
1/8
TYP 4 PLCS
1/8
TYP 4 PLCS
8" X 4" X 3/16"
1. ALL BEAMS SHOWN ARE ALUMINUM ALLOY 6061-T6 RT
A
S-405
S-504
A
S-402
B
S-402
S O
L
IC
IT
A T
IO
N N
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D E
S
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D B
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D E
S C
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N
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M A
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D A
T E
C O
N T
R A
C T N
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D R
A W
N B
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S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
C H
E C
K E
D B
Y
VOLUME 2
CL LINER
EL 619.88 TMP WORKING EL
RUNNER CONE
EL 624.58
EL 620.50
EL 618.50
CL LINER
SYMM ABOUT
CL LINER
SYMM ABOUT
2 3 4
37 38 39 40
15 24
®of Engineers
US Army Corps ®of Engineers
US Army Corps
D R
A W
IN
G N
O
F
IL
E N
A M
E
A N
S I
D
D E
C K
IN
G E
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D P
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P O
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A
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S-402
T U
L S
A
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L A
H O
M A
A R
K A
N S
A S R
IV
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SCALE: 1/2" = 1'- 0"
ISOMETRIC
K E
P -1 .0
S .d g n
DECKING
MANDOOR
LINER
E L E
V A
T
IO
N
S E
C T
IO
N
A
TUBE 8" X 4" X 3/16"
ALUMINUM
8'- 7" R
WITH 3-INCH TALL BLACK LETTERING.
5. STENCIL DECKING NUMBERS ON EACH DECK SEGMENT
BANDING.
DECKING 1. USE 1/8" GROOVE WELD ALL AROUND FOR
4. USE 1/8" 6061-T6 PLATE TO BAND AROUND OUTER EDGE OF
BANDING.
AROUND LUGS. USE 1/8" GROOVE WELD ALL AROUND FOR
3. USE 1/8" 6061-T6 PLATE TO BAND ALL DECKING AT NOTCHES
8" X 2" X 1/8", UNLESS NOTED OTHERWISE.
2. ALL DECKING SHOWN ARE ALUMINUM ALLOY 6061-T6 RT
1. SEE S-001 FOR GENERAL NOTES.
NOTES:
DECKING
1 AND 40 40
ESTIMATED WEIGHTS (LBS)
BEARING BAR , 2' WIDE
GRATING WITH 2" X 1/8"
19-SG-4 ALUMINUM BAR
TYP. SEE S-504
DECKING HOLD DOWN
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
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D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
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P O
R T
L A
N D
O R
E G
O N
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
T U
L S
A D
IS
T R
R
B
IN
E M
A
IN
T E
N A
N C
E P
L A
T F
O R
M
P O
W E
R H
O U
S E
K E
Y S
T O
N E D
M
IL
E S P .E
/1
/2
K E
P -1 .0
-5 -0 /5
A T
IE
R N
E Y
A
M U
E H
L E
C K P .E
B J
A H
A N
G
IR
I, P .E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
D R
O E
L E
C T
R
IC
D
E S
IG
N C
E N
T E
R
S-403
T U
L S
A
O K
L A
H O
M A
A R
K A
N S
A S R
IV
K E
P -1 .0
S .d g n
A N
D E
L E
V A
T
IO
N S
E N
L A
R G
E D P
L A
N S S
E C
T
IO
N S
E N
D C
O N
N E
C T
SCALE: 6" = 1'- 0" SCALE: 6" = 1'- 0"
PLAN
BOTTOM PLANFRONT - ELEVATION
SIDE - ELEVATION
D
SCALE: 6" = 1'- 0"
BACK - ELEVATION
2"
7/16 "
1/8
/4
SEAT
STIFFENER
BENT PL
BENT PL
U BOLT
ABOUT CL
SYMM
LOCK NUT
1/8
TYP
TYP
1/8
7/8 "
BENT PL
SLEEVE
U BOLT
SEAT
1/8
2"
1/8
STIFFENER
SEAT
SEAT
LOCK NUT
U BOLT
STIFFENER
BENT PL
SLEEVE
TYP
TYP
1/8
1/8" BENT PL
5/8 "
3/8 "
TYP
1/8
1 3/4 "
/8
ABOUT CL
SYMM
SEAT
STIFFENER
BENT PL
LOCK NUT
SLEEVE
9/16 "
1 1/8 "
1/8" BENT PL
/1
/4
ABOUT CL
SYMM
SIDE SLEEVE
SLEEVE
1/8TYP
SIDES
SCALE: 6" = 1'- 0"
END CONNECTION - ISOMETRIC
2. SEE S-001 FOR GENERAL NOTES AND ABREVIATIONS
1. SEE S-501 FOR ALL END CONNECTION PART DETAILS.
NOTES:
SLEEVE
SIDE
1/8
TYP 4 PLCS
E
S-403
D
S-403
B
S-403
S-403
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
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D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
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S U
B M
IT
T E
D B
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D A
T E
C O
N T
R A
C T N
O
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
C H
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K E
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VOLUME 2
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P O
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L A
N D
O R
E G
O N
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
T U
L S
A D
IS
T R
R
B
IN
E M
A
IN
T E
N A
N C
E P
L A
T F
O R
M
P O
W E
R H
O U
S E
K E
Y S
T O
N E D
M
IL
E S P .E
/1
/2
K E
P -1 .0
-5 -0 /6
A T
IE
R N
E Y
A
M U
E H
L E
C K P .E
B J
A H
A N
G
IR
I, P .E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
D R
O E
L E
C T
R
IC
D
E S
IG
N C
E N
T E
R
S-404
T U
L S
A
O K
L A
H O
M A
A R
K A
N S
A S R
IV
K E
P -1 .0
S .d g n
A N
D E
L E
V A
T
IO
N S
E N
L A
R G
E D P
L A
N S S
E C
T
IO
N
BOTTOM PLAN
FRONT - ELEVATION
SIDE - ELEVATION
D
SCALE: 6" = 1'- 0"
SIDE - ELEVATION
B E
N T E
N D C
O N
N E
C T
IO
N
SEAT
LOCK NUT
1/8" TOP PL
1/8" STIFFENER PL
SLEEVE
/8
/4
1"
2"
7/8 "
/8
/8
/1
3/8 "
1/8
TYP
1/8" BOTTOM PL
3 3/4 "
1/8
TYP 4 PLCS
1/8
SEAT
U BOLT
ABOUT CL
SYMM
LOCK NUT 7/16 "
1/8" STIFFENER PL
1/8" TOP PL
1 3/4 " 7/8 "
/4
/4
SEAT STIFFENER
1/8
1/8PLCS
TYP 5
/8
/8
5/8" HOLE
15/16"
/1
/8
SLEEVE
1/8
TYP
SLEEVE
SIDE SLEEVE
1/8
TYP
1/8
STIFFENER
SEAT
1/8
SEAT
LOCK NUT
U BOLT
1/8" TOP PL
1/8" STIFFENER PL
2 1/2 "
1 1/8 "
STIFFENER
SEAT
PLCS
TYP 5
3/8 "
SLEEVE
SEAT
U BOLT
1/8" TOP PL
1/2" R 109.5°
5 5/8 "
5 7/8 "
7 1/4 "
1/8" STIFFENER PL
1/8" TOP PL
3/8 "
U BOLT
SEAT
SEAT STIFFENER
STIFFENER
SEAT
2. SEE S-001 FOR GENERAL NOTES AND ABREVIATIONS
1. SEE S-502 FOR ALL END CONNECTION PART DETAILS.
NOTES:
SCALE: 6" = 1'- 0"
BENT END CONNECTION - ISOMETRIC
B
S-404
C
S-404
E
S-404
S-404
A
PLAN
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
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E G
O N
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
T U
L S
A D
IS
T R
R B
IN
E M
A
IN
T E
N A
N C
E P
L A
T F
O R
M
P O
W E
R H
O U
S E
K E
Y S
T O
N E D
M
IL
E S P .E
/1
/2
K E
P -1 .0
-5 -0 /7
A T
IE
R N
E Y
A
M U
E H
L E
C K P .E
B J
A H
A N
G
IR
I, P .E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
D R
O E
L E
C T
R
IC
D
E S
IG
N C
E N
T E
R
S-405
T U
L S
A
O K
L A
H O
M A
A R
K A
N S
A S R
IV
E R
K E
P -1 .0
S .d
8'- 7" R
L
Y W
O O
D
L
A Y
O
A N A
N D D
E T
A
IL
S
1. SEE S-001 FOR GENERAL NOTES.
NOTES:
A
B
C D
E
F
G
G
F
E
CD
B
A
9'-2 3/8 "
/1
6"4'-4 3/16 "
/1
8'-7 5/8 "
4 5/8 "
/1
/2
6 5/16 " 7/16 "
/1
/2
1'-5 3/4 "
4'-7 3/4 "1"
3 15/16 "
/1
/1
/1
3'-10 3/4 "
4'-8 7/8 "
7'-5 1/8 "
/2 "1 /8
/8
1"
/1
8'- 7" R
8'- 7" R
8'- 7" R
8'- 7" R
7'-4 9/16 "
6'-1 9/16 "
/2
/1
5 1/2 "
3 15/16 " 5 9/16 "
6 1/8 "
4'-3 3/8 "1'- 3/16 "
4 5/8 " 5 3/8 "
/1
/2
8'- 7" R
8'- 7" R
SCALE: 1" = 1'- 0"
SHEET A - DETAIL
SCALE: 1" = 1'- 0"
SHEET B - DETAIL
SCALE: 1" = 1'- 0"
SHEET C - DETAIL
SCALE: 1" = 1'- 0"
SHEET D - DETAIL
SCALE: 1" = 1'- 0"
SHEET E - DETAIL
SCALE: 1" = 1'- 0"
SHEET F - DETAIL
SHEET G - DETAIL
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
C H
E C
K E
D B
Y
VOLUME 2
®of Engineers
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US Army Corps
D R
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IN
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O
F
IL
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E
A N
S I
D
P O
R T
L A
N D
O R
E G
O N
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
T U
L S
A D
IS
T R
R
B
IN
E M
A
IN
T E
N A
N C
E P
L A
T F
O R
M
P O
W E
R H
O U
S E
K E
Y S
T O
N E D
M
IL
E S P .E
/1
/2
K E
P -1 .0
-5 -0 /8
A T
IE
R N
E Y
A
M U
E H
L E
C K P .E
B J
A H
A N
G
IR
I, P .E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
D R
O E
L E
C T
R
IC
D
E S
IG
N C
E N
T E
R
S-501
T U
L S
A
O K
L A
H O
M A
A R
K A
N S
A S R
IV
E R
K E
P -1 .0
S .d g n
E N
D C
O N
N E
C T
R T S
ASTM A123 OR ASTM A153.
3. HOT-DIP GALVANIZE ALL STEEL IN ACCORDANCE WITH
OTHERWISE NOTED.
2. END CONNECTION PARTS TO BE ASTM A36 UNLESS
1. SEE S-001 FOR GENERAL NOTES.
NOTES:
4 7/8 "
4 7/8 "
/8
SYMM ABOUT CL
1/2" R
1/2" R
3 1/8 "
HOLE
5/8" Ø
2 3/8 "
/4
/2
1/2" R
1/2" R
/1
/4
/1
/8
/1
HOLE
5/8" Ø
15/16"
1/4 "
/4
ACCESS HOLE
1/4" R WELD
2 7/8 "
1/2 "
R 1- 15/16"
/1
LOCK NUT ASSEMBLY
WASHER, NUT, AND
AS REQUIRED FOR
THREAD LENGTH
/4
1 1/2 "
1 1/4 "
/1
/8
ABOUT CL
SYMM
HOLE
9/16" Ø
/1
1/2" R
1" R
4 1/4 "
/8
3"
/8
3 9/16 "
/8
1 5/16 "
/8
1 1/8 "
HOLE
9/16" Ø
1/4" R
1 3/4 "
/8
3 7/8 "
1 REQ'D PER END CONNETION
SCALE: 6" = 1'- 0"
BENT PLATE - PART
2 REQ'D 1 AS SHOWN 1 OPPOSITE HAND
SCALE: 12" = 1'- 0"
SEAT - PART
4 REQ'D 2 AS SHOWN 2 OPPOSITE HAND
SCALE: 12" = 1'- 0"
SEAT STIFFENER - PART
2 REQ'D PER END CONNETION
SCALE: 6" = 1'- 0"
SIDE SLEEVE - PART
2 REQ'D PER END CONNETION
SCALE: 6" = 1'- 0"
BENT PLATE STIFFENER - PART
2 REQ'D PER END CONNETION
SCALE: 6" = 1'- 0"
SLEEVE - PART
MATERIAL: ASTM A354 GRADE BC
1 REQ'D PER END CONNETION
U BOLT - PART
2 REQ'D 1 AS SHOWN 1 OPPOSITE HAND
SCALE: 12" = 1'- 0"
SEAT - PART
6 REQ'D 3 AS SHOWN 3 OPPOSITE HAND
SCALE: 12" = 1'- 0"
SEAT STIFFENER - PART
1 REQ'D PER BENT END CONNETION
SCALE: 6" = 1'- 0"
SIDE SLEEVE - PART
1 REQ'D PER BENT END CONNETION
SCALE: 6" = 1'- 0"
LONG SIDE SLEEVE - PART
2 REQ'D PER BENT END CONNETION
SCALE: 6" = 1'- 0"
STIFFENER PLATE - PART
1 REQ'D PER BENT END CONNETION
SCALE: 6" = 1'- 0"
TOP PLATE - PART
2 REQ'D PER BENT END CONNETION
SCALE: 6" = 1'- 0"
SLEEVE - PART
1 REQ'D PER BENT END CONNETION
SCALE: 12" = 1'- 0"
BOTTOM PLATE - PART
MATERIAL: ASTM A354 GRADE BC
1 REQ'D PER BENT END CONNETION
SCALE: 6" = 1'- 0"
U BOLT - PART
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
C H
E C
K E
D B
Y
VOLUME 2
®of Engineers
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D R
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E
A N
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D
P O
R T
L A
N D
O R
E G
O N
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
T U
L S
A D
IS
T R
R
B
IN
E M
A
IN
T E
N A
N C
E P
L A
T F
O R
M
P O
W E
R H
O U
S E
K E
Y S
T O
N E D
M
IL
E S P .E
/1
/2
K E
P -1 .0
-5 -0 /9
A T
IE
R N
E Y
A
M U
E H
L E
C K P .E
B J
A H
A N
G
IR
I, P .E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
D R
O E
L E
C T
R
IC
D
E S
IG
N C
E N
T E
R
S-502
T U
L S
A
O K
L A
H O
M A
A R
K A
N S
A S R
IV
E R
K E
P -1 .0
S .d
R T S
B E
N T E
N D C
O N
N E
C T
IO
N
ASTM A123 OR ASTM A153.
3. HOT-DIP GALVANIZE ALL STEEL IN ACCORDANCE WITH
OTHERWISE NOTED.
2. END CONNECTION PARTS TO BE ASTM A36 UNLESS
1. SEE S-001 FOR GENERAL NOTES.
NOTES:
HOLE
5/8" Ø
7 11/16 "
7"
/4
/2
8 13/16 "
/8
1/2" R
/1
/4
/1
/8
3"
/1
/8
HOLE
5/8" Ø
15/16"
/4
3 9/16 "
/4
/8
1/4 "
/4
ACCESS HOLE
1/4" R WELD
R 1- 15/16"
3 3/8 "
/1
LOCK NUT ASSEMBLY
WASHER, NUT, AND
AS REQUIRED FOR
THREAD LENGTH
1/2 "
1 5/16 "
/8
1 1/8 "
HOLE
9/16" Ø
1/4" R
1 3/4 "
/8
/4
6"
1 1/4 "
/2
/1
HOLE
9/16" Ø
/1
/8
1 1/2 "
/8
3 1/8 "
4 5/8 " 4 1/2 "
/8
1/8 "
/8
1/2" R
1" R
1/2" R
5 1/2 "
/8
1/8" PL
/4
/1
/8
/8 "4 1/4 "
/1
HOLE
5/8" Ø
15/16"
MATERIAL: ASTM A240 UNS S31600
18 REQ'D AS SHOWN
SCALE: 12" = 1'- 0"
LINER LUG
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
D R
A W
N B
Y
IS
S
U E D
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E
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C
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/2
6 3/8 "
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O R
P S O
F E
N G
IN
E E
R S
T U
L S
A D
IS
T R
R
B
IN
E M
A
IN
T E
N A
N C
E P
L A
T F
O R
M
P O
W E
R H
O U
S E
K E
Y S
T O
N E D
M
IL
E S P .E
/1
/2
K E
P -1 .0
-5 -0 /1
A T
IE
R N
E Y
A
M U
E H
L E
C K P .E
B J
A H
A N
G
IR
I, P .E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
D R
O E
L E
C T
R
IC
D
E S
IG
N C
E N
T E
R
S-503
T U
L S
A
O K
L A
H O
M A
A R
K A
N S
A S R
IV
E R
K E
P -1 .0
S .d
R T S
L
IN
E R L
U G
1. SEE S-001 FOR GENERAL NOTES
NOTES:
FILLET
1-1/16" R
/1
BY OTHERS
MATCH DRILLED
3/4" Ø FIELD
1/8" R TYP
S-402
B6
S-002
B2
ALUMINUM ROUND BLANK - DETAIL
SCALE: 1 1/2" = 1'- 0"
DECK 1 TYP - ENLARGED PLAN
DECK 1 TYP - DETAIL
DECKING HOLD DOWN - DETAIL
MATERIAL: ASTM A36 GALVANIZED
SCALE: 12" = 1'- 0"
STEEL ANGLE
MATERIAL: ALLOY 6061-T6
SCALE: 12" = 1'- 0"
ALUMINUM ROUND BLANK
MATERIAL: ALLOY 6061-T6
SCALE: 12" = 1'- 0"
ALUMINUM ROUND CAP
DECK 40 OPPOSITE HAND
DECK 40 OPPOSITE HAND
MATERIAL: ALLOY 6061-T6
SCALE: 12" = 1'- 0"
ALUMINUM PLATE
S-504
S-504
S O
L
IC
IT
A T
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N N
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D E
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IG
N E
D B
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D E
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S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
C H
E C
K E
D B
Y
VOLUME 2
®of Engineers
US Army Corps ®of Engineers
US Army Corps
D R
A W
IN
G N
O
F
IL
E N
A M
E
A N
S I
D
P O
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L A
N D
O R
E G
O N
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
T U
L S
A D
IS
T R
R
B
IN
E M
A
IN
T E
N A
N C
E P
L A
T F
O R
M
P O
W E
R H
O U
S E
K E
Y S
T O
N E D
M
IL
E S P .E
/1
/2
K E
P -1 .0
-5 -0 /1
A T
IE
R N
E Y
A
M U
E H
L E
C K P .E
B J
A H
A N
G
IR
I, P .E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
D R
O E
L E
C T
R
IC
D
E S
IG
N C
E N
T E
R
S-504
T U
L S
A
O K
L A
H O
M A
A R
K A
N S
A S R
IV
E R
K E
P -1 .0
S .d g n
H O
L D D
O W
N P
A R
T S
A N
D
D E
C K
IN
G D
E T
A
IL
S
FOR BANDING.
WHERE WEB HAS BEEN REMOVED. USE 1/8" GROOVE WELD
4. BAND 1/8" 6061-T6 PLATE AROUND PERIMETER OF DECKING
GRADE 5 FULLY THREADED STEEL CAP SCREW, ZINC PLATED.
TOP AND BOTTOM.
2. PROVIDE CONTINUOUS WELD FOR LAST 6" OF DECKING,
1. SEE S-001 FOR GENERAL NOTES.
NOTES:
DECKING
ALUMINUM
8" X 4" X 3/16"
ALUMINUM TUBE
3 3/16 "
DOWN ASSEMBLY
CL OF HOLD
1/8
1/8
STEEL ROUND BLANK
ROUND BLANK
ALUMINUM
STEEL ANGLE 1/8" ALUMINUM PL
GALVANIZED, TYP
GRADE BC
1/4" Ø ASTM A354
1'-3"
6" 5"
/8
1/8
1/8
SEE NOTE 2
3-24
3-24
4"
/4
3/4 "
3/4 "
/4
/4
/4
/1
1" 3/4 "
2"
/2
1/8 "
3/16 "
1 1/2 "
1/8
5/16" Ø TYP
L 2 1/2 X 2 X 3/16
BLANK
STEEL
3/4" R SEE NOTE 3
3/8" Ø TAP
3/4 "
/4
/4
/2
1 1/2 "
5/16" Ø TYP
/8
/4
1/2" Ø HOLE
1 5/8 "
/4
/2
1 1/8 "
1/2 "
1/4 "
1 1/8" Ø BORE
1 5/8 "
1/2 "
ABOUT CL
SYMM
5/8" Ø
/8
/4
1/8
/1
/4
/4
/2
/8
/1
ABOUT CL
SYMM
2 1/2 "5 1/2 "
/4
15/16 "
3 9/16 "
8'- 7" R
SEE NOTE 4
SCALE: 3/4" = 1'- 0"
RIGHT RAIL - SECTION LEFT RAIL - SECTION
RIGHT RAIL HOOK - DETAIL LEFT RAIL HOOK - DETAIL
SCALE: 6" = 1'- 0"
SPACER - DETAIL SPACER - DETAIL
TMP LADDER FRONT - ELEVATION
SCALE: 3/4" = 1'- 0"
TMP LADDER - PLAN
SCALE: NTS
TMP LADDER - ISOMETRIC
C
S-505
D
S-505
S-505
S-505
A
S-505
S-505
S-505
S O
L
IC
IT
A T
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N N
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D E
S
IG
N E
D B
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D E
S C
R
IP
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N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
C H
E C
K E
D B
Y
VOLUME 2
®of Engineers
US Army Corps ®of Engineers
US Army Corps
D R
A W
IN
G N
O
F
IL
E N
A M
E
A N
S I
D
P O
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L A
N D
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O N
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
T U
L S
A D
IS
T R
R B
IN
E M
A
IN
T E
N A
N C
E P
L A
T F
O R
M
P O
W E
R H
O U
S E
K E
Y S
T O
N E D
M
IL
E S P .E
/1
/2
K E
P -1 .0
-5 -0 /1
A T
IE
R N
E Y
A
M U
E H
L E
C K P .E
B J
A H
A N
G
IR
I, P .E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
D R
O E
L E
C T
R
IC
D
E S
IG
N C
E N
T E
R
S-505
T U
L S
A
O K
L A
H O
M A
A R
K A
N S
A S R
IV
E R
K E
P -1 .0
S .d g n
A N
D D
E T
A
IL
P L
A N E
L E
V A
T
IO
N S
E C
T
IO
N
T M
P L
A D
D
3. ESTIMATEED LADDER WEIGHT IS 60 LBS.
2. HOT-DIP GALVANIZE LADDER AFTER FABRICATION.
1. ALL MATERIAL ASTM A36 STEEL.
NOTES:
BAR TYP
5/8" SQUARE
SIDE RAIL
CLEAR
1'-6"
Ø ROD TYP
RUNG 5/8"
1/4
TYP
BAR TYP
5/8" SQUARE
SIDE RAIL
Ø ROD TYP
RUNG 5/8"
CLEAR
1'-6"
T Y
P
9'-2"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
6 9/16 "
/4
/4
1'- 0"
1'- 0"
1'- 0"
1'- 0"
1'- 0"
1'- 0"
1'- 0"
6 9 /16
8'- 7"
/4
/4
/2
1'-6 1/2 "
SQUARE BAR
5/8"
1 3/4" R
9"
1'- 8"
/2
5/8" SQUARE BAR
1" R
9"
SIDE RAIL
5/8" SQUARE
SQUARE BAR
SPACER 5/8"
1/4
1/4
SQUARE BAR
SPACER 5/8"
SIDE RAIL
5/8" SQUARE
L
IC
IT
A T
IO
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B M
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D B
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D A
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C O
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O
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IS
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B
C
D
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F
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2 3 4 5 6 7 8 9 10
SHEET ID
C H
E C
K E
D B
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VOLUME 3
JAMES D. CALNON, P.E.
CHIEF, MECHANICAL/STRUCTURAL BRANCH
STEVEN R. MILES, 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.
Tulsa District q of Engineers
US Army Corps
VICINITY MAPPROJECT LOCATION
ISSUE DATE: XXXXXX-XX-X-XXXX
CONTRACT NO.: XXXXXX-XX-X-XXXX
SOLICITATION NO.: XXXXXX-XX-X-XXXX
TURBINE MAINTENANCE PLATFORM
CANADIAN RIVER, OKLAHOMA
EUFAULA DAM
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
®of Engineers
US Army Corps
D R
A W
IN
G N
O
F
IL
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A M
E
A N
S
D L
O C
A T
IO
N M
A P
P R
O J E
C T V
IC
IN
IT
Y
G-001
P O
R T
L A
N D
O R
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O N
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
T U
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A
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L A
H O
M A
T U
L S
A D
IS
T R
R
B
IN
E M
A
IN
T E
N A
N C
E P
L A
T F
O R
M
P O
W E
R H
O U
S E
C A
N A
D
IA
N R
IV
/1
/2
E F P -1 .0
G .d
M U
E H
L E
C K P .E
B J
A H
A N
G
IR
I, P .E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
D R
O E
L E
C T
R
IC
D
E S
IG
N C
E N
T E
R
E U
F A
U L
A D
A M
P .H
A R
P O
L E
S
M
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E S P .E
LOCAL VICINITY MAP
L
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C O
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B
C
D
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F
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2 3 4 5 6 7 8 9 10
SHEET ID
C H
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K E
D B
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VOLUME 3
NOTES:
NAME PLATE INFORMATION:
®of Engineers
US Army Corps
D R
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IN
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A N
S I
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P .H
A R
P O
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E S
S-001
P O
R T
L A
N D
O R
E G
O N
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
W E
R H
O U
S E
C A
N A
D
IA
N R
IV
/1
/2
E F P -1 .0
S .d
M U
E H
L E
C K P .E
B J
A H
A N
G
IR
I, P .E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
D R
O E
L E
C T
R
IC
D
E S
IG
N C
E N
T E
R
E U
F A
U L
A D
A M
T U
R B
IN
E M
A
IN
T E
N A
N C
E P
L A
T F
O R
M
T U
L S
A D
IS
T R
IC
T
T U
L S
A
O K
L A
H O
M A
LINER LUG
CONNECTION
BEAM END
SCALE: NTS
ISOMETRIC
SCALE: NTS
ISOMETRIC
SEE S-406
STAIR ASSEMBLY
SEE S-404
ASSEMBLY
LOWER BRACKET
ABBREVIATIONS:
DECKING
S
M
IL
E S P .E
A N
D I S
O M
E T
R
IC
S
MANDOOR
EXISTING
LINER
EXISTING
MANDOOR
EXISTING
8. LOAD RESTRICTIONS: NONE
7. NAME OF FABRICATOR: TBD
6. DATE OF FABRICATION: TBD
AND 2- 300 LBS @ 18" FROM CENTER
5. CONCENTRATED LOAD DESIGN: 300 LBS @ CENTER
4. TOTAL MAX. DISTRIBUTED LOAD, PSF: 25
3. TOTAL MAX. LIVE LOAD, POUNDS: 5,100
2. WEIGHT: TBD, SEE NOTE 4
1. EUFAULA DAM TURBINE MAINTENANCE PLATFORM
TYPICALTYP
SYMMETRICALSYMM
NOT TO SCALENTS
PLACESPLCS
PLATEPL
ON CENTEROC
ELEVATIONEL
CENTERLINECL
CENTER TO CENTERCC
8" X 4" X 3/16"
ALUMINUM TUBE
GALVANIZED IN ACCORDANCE WITH ASTM A153.
6. ALL BOLTS AND HARDWARE PROVIDED ARE TO BE HOT-DIP
5. DECKING HOLD DOWNS NOT SHOWN FOR CLARITY.
THIS INFORMATION.
THE SHOP LOAD TEST AND UPDATE THE NAMEPLATE WITH
4. DETERMINE THE ACTUAL WEIGHT OF THE PLATFORM DURING
IS +/- 1/16".
3. TOLERANCE OF COMPONENTS, UNLESS NOTED OTHERWISE, .
2. ALUMINUM TO BE ALLOY 6061-T6, UNLESS NOTED OTHERWISE.
1. SEE SPECS FOR MATERIAL AND FABRICATION REQUIREMENTS.
WEIGHT (LBS)
ESTIMATED ASSEMBLED
STAIRS 80
WEIGHT (LBS)
ESTIMATED ASSEMBLED
BRACKET
LOWER
BEAM
A
B
C
A
SECTION - TRANSVERSE SECTION - LONGITUDINAL
2. LINER LUGS INSTALLED BY GOVERNMENT PERSONNEL
1. SEE S-001 FOR GENERAL NOTES AND ABREVIATIONS
NOTES:
BY OTHERS
FIELD TRIMMED
FILLET
1-1/16" R
/1
3/ 4 "
5 5/16 " 3/4 "
/2
6 3/8 "
MATERIAL: ASTM A36
10 REQ'D AS SHOWN
SCALE: 12" = 1'- 0"
LINER LUG 1/2 "
OTHERS
DRILLED BY
FIELD MATCH
A
S-002
C
S-002
B
S-002
A
S-401
B
S-401
C
S-401
D
S-401
E
S-401
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
D R
A W
N B
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IS
S
U E D
A T
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B
C
D
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F
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2 3 4 5 6 7 8 9 10
SHEET ID
C H
E C
K E
D B
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VOLUME 3
CL LINER
CL LINER
MANDOOR
CL OF
LUG EYE
CL OF LINER
LUG EYE
CL OF LINER
BEAM A
BEAM B
BEAM C
BEAM D
BEAM E
LUG
CL LINER
CL LINER LUG
CL LINER LUG
CL LINER LUG
CL LINER LUG
.3
(7'-4 5/16 ")
(5'-2 15/16 ")
(5'-2 1/4 ")
(7'-1 5/8 ")
(7'-8 1/4 ")
2'-7 3/16 "
6'- 3/16 "
3'-3 13/16 "
6'- 13/16 "
6 13/16 "
CL LINER
EL 470.84' EL 470.84'
LINER
CLARITY
NOT SHOWN FOR
DECKING & STAIRS
CLARITY
SHOWN FOR
DECKING NOT
EL 473.92'
EL 468.67'
EL 467.17'
DOOR OPENING 24" X 36"
15'-7" (INSIDE WIDTH OF LINER AT CENTERLINE - EL 470.84') 16'-4 9/16 " (INSIDE LENGTH OF LINER AT CENTERLINE - EL 470.84)
TOP OF LINER
BOTTOM OF
MANDOOR
CL LINER BEAM B
CL MANDOOR
EXISTING LINER
CL BEAM E
CL BEAM D
CL BEAM C
CL BEAM B
CL BEAM A
®of Engineers
US Army Corps ®of Engineers
US Army Corps
D R
A W
IN
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F
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A M
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A N
S
S E
M B
L Y A
N D A
L
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P O
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L A
N D
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U .S
A R
M Y C
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P S O
F E
N G
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W E
R H
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/1
H A
R P
O L E
A
M U
E H
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C K P .E
B J
A H
A N
G
IR
I, P .E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
D R
O E
L E
C T
R
IC
D
E S
IG
N C
E N
T E
R
S-002
C A
N A
D
IA
N R
IV
E R
E F P -1 .0
S .d g n
E U
F A
U L
A D
A M
T U
R B
IN
E M
A
IN
T E
N A
N C
E P
L A
T F
O
L S
A D
IS
T R
IC
T
T U
L S
A
O K
L A
H O
M A
S
M
IL
E S P .E
TYP
1/8" R
1/8" R
G4
ELEVATION
BEAM A - PLAN
D4
J
BEAM E - PLAN
E4
BEAM D - PLAN
ELEVATION
B
SCALE: 1" = 1'- 0"
F4
BEAM B - PLAN
F4
S-002
BEAM C - PLAN
G
3. END CONNECTIONS NOT SHOWN, SEE S-403.
ENDS OF BOLT (HEAD AND NUT).
BOLTS, WASHERS, AND NUTS. USE WASHER ON BOTH
8" x 4" x 3/16"
1. ALL BEAMS SHOWN ARE ALUMINUM ALLOY 6061-T6 RT
NOTES:
E
S-401
G
S-401
J
S-401
F
S-401
H
S-401
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
C H
E C
K E
D B
Y
VOLUME 3
®of Engineers
US Army Corps ®of Engineers
US Army Corps
D R
A W
IN
G N
O
F
IL
E N
A M
E
A N
S I
D
P O
R T
L A
N D
O R
E G
O N
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
W E
R H
O U
/1
M U
E H
L E
C K P .E
B J
A H
A N
G
IR
I, P .E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
D R
O E
L E
C T
R
IC
D
E S
IG
N C
E N
T E
R
S-401
C A
N A
D
IA
N R
IV
E R
E F P -1 .0
S .d g n
A N
D E
L E
V A
T
IO
L S
A D
IS
T R
IC
T
T U
R B
IN
E M
A
IN
T E
N A
N C
E P
L A
T F
O R
M
E U
F A
U L
A D
A M
T U
L S
A
O K
L A
H O
M A
P .H
A R
P O
L E
P L
A N
S
A L
U M
IN
U M T
U B
E S A -E
S
M
IL
E S P .E
2"
/8
/1
/4
2"
12'-10 7/16 "
11 1/2 "
10'-5 9/16 "
7'-10 5/16 " 6 1/4 "
5'-9 5/16 " 6 1/4 "
2'-2 1/2 " 1'-5 13/16 "
13'-6 13/16 "
/1
" T
Y P
SEE
NO
TE
Ø /1 " T
YP
2"
/8
/1
/4
2"
9'-8 7/16 "
9'- 5/8 "
6'-11 5/8 " 6 1/4 "
4'-10 5/8 " 6 1/4 "
2'-9 5/8 " 6 1/4 "
8 5/8 " 6 1/4 "
/1
" T
Y P
S E E N
O T E
Ø /1 T Y P
/1
/8
2"
2"
/4
" 8
9'-9 9/16 "
9 3/16 "
6 1/4 "
6 1/4 "
6 1/4 "
3'-4 7/16 "
4'-11 3/16 "
6 1/4 "
6'-5 15/16 "
8'- 11/16 " 1'- 1/2 "
2'-3 15/16 "
/1 T
Y P
S E E N
O T E
Ø /1 " T
Y P
2"
/1
/8
/4
2"
14'- 11/16 "
11 1/2 " 1'-5 1/2 "
1'-6 3/4 "1'-6 3/4 "1'-6 3/4 "
1'- 1/2 "5 1/4 "
10'-8 1/2 "
4'-11 3/4 "
2'-5 1/2 " 5 /1 " T
Y P
6 7/8 "
3'-1 1/8 "
" SEE NOTE 2
Ø 9/16 " TYPS
E E N
O T E
Ø /1 T
Y P
/4
" 8
2'-9 3/8 " 5 1/4 "
4'-9 3/8 "
7'-4 5/8 " 6 1/4 "
10'-6 1/8 "
13'-1" 4 1/4 "
14'-8 1/2 "
/1 T
Y P
3'-5"
6 7/8 "
2"
/1
/8
2"
SEE
N
O
TE
Ø /1 " T
YPS
E E N
O T E
Ø /1
" T
S-502
C
S-503
D
S-503
E
S-504
F
S-504
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
C H
E C
K E
D B
Y
VOLUME 3
15'-6 3/4 "
/4
SEE S-505
DECKING HOLD DOWN TYP
NOT SHOWN TYP
HIDDEN LINES
DECKING STIFFENER
FOR CLARITY, SEE S-502
STAIR HATCH NOT SHOWN
A C
B D
E F G H I J K L M N O P Q R S T U V
®of Engineers
US Army Corps ®of Engineers
US Army Corps
D R
A W
IN
G N
O
F
IL
E N
A M
E
A N
S I
D
P O
R T
L A
N D
O R
E G
O N
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
T U
L S
A D
IS
T R
R B
IN
E M
A
IN
T E
N A
N C
E P
L A
T F
O R
M
P O
W E
R H
O U
/1
M U
E H
L E
C K P .E
B J
A H
A N
G
IR
I, P .E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
D R
O E
L E
C T
R
IC
D
E S
IG
N C
E N
T E
R
S-402
T U
L S
A
O K
L A
H O
M A
C A
N A
D
IA
N R
IV
E R
E F P -1 .0
S .d g n
E U
F A
U L
A D
A M
P .H
A R
P O
L E
SCALE: 3/4" = 1'- 0"
PLAN - DECKING LAYOUT
D E
C K
IN
G P
L A
N
S
M
IL
E S P
WEIGHT (LBS)
ESTIMATED ASSEMBLED
DECK
L
A
B
U
V
WITH 3-INCH TALL BLACK LETTERING.
3. STENCIL DECKING LETTERS ON EACH DECK SEGMENT
6" X 2" X 1/8", UNLESS NOTED OTHERWISE.
2. ALL DECKING SHOWN ARE ALUMINUM ALLOY 6061-T6 RT
1. SEE S-001 FOR GENERAL NOTES.
BOTTOM PLAN
FRONT - ELEVATION
SIDE - ELEVATION
D
SCALE: 6" = 1'- 0"
BACK - ELEVATION
SCALE: 6" = 1'- 0"
END CONNECTION - ISOMETRIC
E
S-403
D
S-403
B
S-403
C
S-403
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
C H
E C
K E
D B
Y
VOLUME 3
®of Engineers
US Army Corps ®of Engineers
US Army Corps
D R
A W
IN
G N
O
F
IL
E N
A M
E
A N
S I
D
P O
R T
L A
N D
O R
E G
O N
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
T U
L S
A D
IS
T R
R B
IN
E M
A
IN
T E
N A
N C
E P
L A
T F
O R
M
P O
W E
R H
O U
/1
M U
E H
L E
C K P .E
B J
A H
A N
G
IR
I, P .E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
D R
O E
L E
C T
R
IC
D
E S
IG
N C
E N
T E
R
S-403
T U
L S
A
O K
L A
H O
M A
C A
N A
D
IA
N R
IV
E R
E F P -1 .0
S .d g n
A N
D E
L E
V A
T
IO
N S
P L
A N
S S
E C
T
IO
N S
T U
B E E
N D C
O N
N E
C T
O
F A
U L
A D
A M
P .H
A R
P O
L E
S
M
IL
E S P .E
SLEEVE
U BOLT
SEAT
BENT PLATE
2. SEE S-001 FOR GENERAL NOTES AND ABREVIATIONS
1. SEE S-501 FOR ALL END CONNECTION PART DETAILS.
NOTES:
U BOLT
SLEEVE
SEAT
BENT PLATE
SLEEVE
SIDE
1/8
TYP 4 PLCS
2"
7/16 "
1/8
/4
SEAT
U BOLT
ABOUT CL
SYMM
LOCK NUT
1/8
TYP
TYP
1/8
7/8 "
1/8
2"
1/8
STIFFENER
SEAT
SEAT
LOCK NUT
U BOLT
STIFFENER
BENT PL
SLEEVE
TYP
TYP
1/8
5/8 "
3/8 "
1 3/4 "
/8
ABOUT CL
SYMM
SEAT
LOCK NUT
SLEEVE
9/16 "
1 1/8 "
/1
/4
ABOUT CL
SYMM
SIDE SLEEVE
SLEEVE
1/8
STIFFENER
BENT PLATE
BENT PLATE
1/8" BENT PLATE
1/8" BENT PLATE
STIFFENER
BENT PLATE
1/8
TYP
3 SIDES
STAIR CATCH
MATERIAL: 1/4" STEEL
MANDOOR FRAME BRACKET
STIFFENER PLATE
LOWER BRACKET ASSEMBLY - ISOMETRIC
SCALE: 3" = 1'- 0"
LOWER BRACKET ASSEMBLY - PLAN
SCALE: 3" = 1'- 0"
LOWER BRACKET ASSEMBLY - ELEVATION
SCALE: 6" = 1'- 0"
C
A
B
E
S-405
A
S-404
B
S-404
D
S-405
E
S-405
D
S-405
C
S-404
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
C H
E C
K E
D B
Y
VOLUME 3
®of Engineers
US Army Corps ®of Engineers
US Army Corps
D R
A W
IN
G N
O
F
IL
E N
A M
E
A N
S I
D
P O
R T
L A
N D
O R
E G
O N
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
T U
L S
A D
IS
T R
R B
IN
E M
A
IN
T E
N A
N C
E P
L A
T F
O R
M
P O
W E
R H
O U
/1
M U
E H
L E
C K P .E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
D R
O E
L E
C T
R
IC
D
E S
IG
N C
E N
T E
R
S-404
T U
L S
A
O K
L A
H O
M A
C A
N A
D
IA
N R
IV
E R
E F P -1 .0
S .d
F A
U L
A D
W E
R B
R A
C K
E T A
S S
E M
B L
Y
G P
Y L E
S
M
IL
E S P .E
B J
A H
A N
G
IR
I, P .E
1'-11 1/2 "5
/1
2'-6"
1'-11 11/16 "
/2
/2
4"
/2
1/8 "
1/4 "
13/16 " 3/8 "
/1
/4
1'-0"5 3/4 "
2'- 15/16 "
3"
/1
/8
4 1/4 "
9/16 "
4 1/4 "
/4
2'-0"
/1
3/16
1/4 "
2X 0°
X .2
3/16
3/16
3/16
1/8
1/8
TYP
4 PLCS
1/4 "
SEE NOTE 3
SEE N
O
TE 4
1 1/16 "
3"
1"
R
1/4 "
HOLES. SEE SPECIFICATIONS FOR FURTHER DETAILS.
4. FIELD FIT LOWER BRACKET ASSEMBLY PRIOR TO DRILLING
3. HOLES FOR QUICK-RELEASE PINS. SEE 05 50 05.00 26.
2. RADIUS ALL INTERIOR FACING CORNERS 1/16".
1. MATERIAL IS ASTM A36, HOT DIP GALVANIZED.
SECTION - DRAFT TUBE DOOR FRAME BRACKET (LEFT) SECTION - DRAFT TUBE DOOR FRAME BRACKET (RIGHT) D E
B2
S-404
B3
S-404
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
C H
E C
K E
D B
Y
VOLUME 3
®of Engineers
US Army Corps ®of Engineers
US Army Corps
D R
A W
IN
G N
O
F
IL
E N
A M
E
A N
S I
D
P O
R T
L A
N D
O R
E G
O N
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
T U
L S
A D
IS
T R
R B
IN
E M
A
IN
T E
N A
N C
E P
L A
T F
O R
M
P O
W E
R H
O U
/1
M U
E H
L E
C K P .E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
D R
O E
L E
C T
R
IC
D
E S
IG
N C
E N
T E
R
S-405
T U
L S
A
O K
L A
H O
M A
C A
N A
D
IA
N R
IV
E R
E F P -1 .0
S .d
F A
U L
A D
P
Y L E
S E
C T
IO
N S
L O
W E
R B
R A
C K
E T A
S S
E M
B L
Y
S
M
IL
E S P .E
B J
A H
A N
G
IR
I, P .E
1'-5 7/8 "
/1
STIFFENERS
1/2" STEEL
3"
R
PLATE
1/4" STEEL
1'-2"
1 5/8 "
/2
3"
R
1 5/8 "
1'-4 15/16 "
1'-7 13/16 "
1'-1 7/8 "
11"
/1
/2
R
2" R
STIFFENERS
1/2" STEEL
PLATE
1/4" STEEL
1" R
1" R
/4 " T
Y P
R /4 T
Y P
R
1/4 " 1/4 "
/4
1/4 " 1/4 "
/4
1/8
1/8
TYP
1/8
1/8
TYP
1/8
1/8
TYP
TYP
1/8
1/8
1/8
1/8
1/8
1/8
2. RADIUS ALL INTERIOR FACING CORNERS 1/16"
1. MATERIAL IS ASTM A36, HOT DIP GALVANIZED.
SCALE: 1-1/2" = 1'- 0"
B C
STAIR BRACKET 1 STAIR BRACKET 2
SCALE: 3" = 1'- 0"
SECTION
D
SCALE: 1-1/2" = 1'- 0"
BEAM
SCALE: 3" = 1'- 0"
MATERIAL: ALLOY 6061-T6 MATERIAL:…
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