Philpott_Draft_Tube_Bulkhead_-_100__Contract_Drawings.pdf
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- Draft Tube Bulkheads Federal contract opportunity
- Solicitation number
- W9127819R0051
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Contract Drawings for Solicitation No. W9127819R0051
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®of Engineers
US Army Corps
DRAFT TUBE BULKHEAD
SMITH RIVER, VIRGINIA
PHILPOTT RESERVOIR AND DAM
ISSUE DATE: 12-14-2018
CONTRACT NO.: XXXXXX-XX-X-XXXX
SOLICITATION NO.: XXXXXX-XX-X-XXXX
TRANSVERSE SECTION16PA409B0
NORTH ELEVATIONPA408B0
SOUTH ELEVATION13PA406B0
DOWNSTREAM ELEVATION12PA405B0
PLAN - ELEVATION 837.2510PA403B0
PLAN - ELEVATION 823.09PA402B0
PLAN - ELEVATION 814.08PA401B0
PLAN - ELEVATION 803.57PA400B0
GENERAL DIMENSIONSGC019B
DRAFT TUBE GATES AND GUIDES PHILPOTT RESERVOIR - 2PHR1279
DRAFT TUBE GATES AND GUIDES PHILPOTT RESERVOIR - 1PHR1279
GENERAL ARRANGMENT AND DETAILS103APM400B-2
DESCRIPTIONSHEET NUMBERDESIGN FILE
Wilmington District q of Engineers
US Army Corps
®of Engineers
US Army Corps
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BULKHEAD PENNANT RIGGING REPLACEMENT PHOTOSS-902PHP-1.001-S-902XXX
SITE PHOTOSS-901PHP-1.001-S-901XXX
LIFTING LUG AND STIFFENER PLATE PARTS DETAILSS-503PHP-1.001-S-503XXX
HEAD, JAMB, SILL, AND SEAL DETAILSS-502PHP-1.001-S-502XXX
LIFTING LUG, GUID BAR, AND SPRING BUMPER SHOE DETAILSS-501PHP-1.001-S-501XXX
ENLARGED PLANS, SECTION, AND ELEVATIONSS-401PHP-1.001-S-401XXX
PLAN, SECTION, AND REFLECTIVE PLANS-101PHP-1.001-S-101XXX
GEOMETRIC DIMENSIONING AND TOLERANCINGS-003PHP-1.001-S-003XXX
ASSEMBLY AND ALIGNMENTS-002PHP-1.001-S-002XXX
LOAD DIAGRAM AND STRUCTURAL NOTESS-001PHP-1.001-S-001XXX
PROJECT LOCATION, VICINITY MAP, AND INDEX OF DRAWINGSG-001PHP-1.001-G-001XXX
DESCRIPTIONSHEET NUMBERDESIGN FILE
CONTRACT DRAWINGS INDEX
REFERENCE DRAWINGS INDEX
P H
P -1 .0
-G
-0 .d g n
AND DAM LOCATION
PHILPOTT RESERVOIR
SCALE: NTS
VICINITY MAP
SCALE: NTS
PROJECT SITE MAP
SCALE: NTS
PROJECT LOCATION PHOTOGRAPH
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GENERAL STRUCTURAL NOTES
FLOW LOAD
P
FOR INSTRUCTIONS TO CONTRACTOR.
SEE SECTION 05 59 13.01 26 PART 3.4 CONTROL DIMENSIONS
CONTROL DIMENSIONS CHART
DRAFT TUBE BULKHEAD
PHL - DTBH - 1 PHL - DTBH - 2
9'-5 3/8"1
6'-0"
CONTROL DIMENSIONS
6'-7 5/16"
S-002 & S-101
GUIDE BARS
OUT TO OUT OF
9'-9 3/8"
S-002
SKIN PLATE
OUT TO OUT OF
9'- 10"
PLATE S-502
TO D/S SURFACE OF SKIN
U/S SURFACE OF END WEB
0'- 11"
6 0'- 7 1/2"
GUIDE BAR S-502
TO INSIDE SURFACE OF
U/S SURFACE OF END WEB
0.063"
FLANGE S-003
SURFACE OF BOTTOM
FLATNESS FOR BEARING
0.125"
0.125"
S-003
PARALELL TOLERANCES
S-003
PERPENDICULAR TOLERANCES
0.063"
S-003
SURFACE OF END WEB
FLATNESS FOR U/S BEARING
0.125" S-003
COPLANAR TOLERANCES
S-002
OUT TO OUT OF END WEB
S-401
TO INSIDE OF LIFTING LUG
OUTSIDE OF END WEB
1'-8 11/16"
OTHERWISE NOTED.
EXTEND COPED ACCESS HOLES 2" PAST WELD JOINT, UNLESS
MAXIMUM 1,000 µ INCH FINISH, UNLESS OTHERWISE NOTED.
1.8 ALL WELD ACCESS HOLES ARE 2" RADII AND GROUND TO A
PAINTING.
EITHER SSPC - QP1 FOR FIELD PAINTING OR QP3 FOR SHOP
PREPARATION AND COATING APPLICATION ACCORDING TO
CERTIFY ALL PAINTING CONTRACTORS ENGAGED IN SURFACE
COMPONENTS, EXCEPT AS NOTED IN THE SPECIFICATIONS.
SYSTEM 5-E-Z SHALL BE USED FOR ALL BULKHEAD
REQUIREMENTS STATED IN SPECIFICATION 09 97 02.13 26.
1.7 CONFORM PAINTING FOR DRAFT TUBE BULKHEAD TO ALL
GOVERNMENT APPROVAL.
THE FIRST PAGE OF THE SHOP DRAWINGS AND PROVIDE FOR
DRAWING SHEET THE WELD IS LOCATED ON. ADD THIS LIST TO
THE SHOP DRAWINGS IN LIST FORM IDENTIFYING WHICH SHOP
CLOUDED FOR APPROVAL. PROVIDE ANY MISSING WELDS TO
REQUIRED TO BE IDENTIFIED ON THE SHOP DRAWINGS AND
ASSUMED TO BE FRACTURE CRITICAL CJP WELDS, AND ARE
1.6 ALL WELDS NOT SHOWN ON THE CONTRACT DRAWINGS ARE
THE RESULT OF SHEARING, FLAME CUTTING OR MACHINING.
OTHERWISE. A SHARP EDGE IS DEFINED AS ANY EDGE THAT IS
1.5 BREAK ALL SHARP EDGES TO A 1/16" RADII, UNLESS NOTED
FROM THE CONTRACTING OFFICER AND ENGINEER OF RECORD.
WILL NOT BE PERMITTED EXCEPT BY WRITTEN PERMISSION
CONNECTIONS. WELDING THAT IS NOT SHOWN ON THE PLANS
ALL REQUIREMENTS AS STATED IN 05 59 13.00 26 FOR
1.4 ALL STRUCTURAL WELDING IS REQUIRED TO CONFORM TO
13.00 26.
FOR ADDITIONAL REQUIREMENTS, SEE SPECIFICATION 05 59
MEMBERS WHICH IS REQUIRED TO BE ASTM A709 F2 GRD 50.
TO BE ASTM A709 T2 GRD 50, EXCEPT FRACTURE CRITICAL
IN FABRICATION OF THE DRAFT TUBE BULKHEAD ARE REQUIRED
1.3 UNLESS OTHERWISE NOTED, ALL STRUCTURAL STEEL USED
GOVERNMENT APPROVAL.
SHOP DRAWINGS SHOWING CLOUDED VARIANCES FOR
BEGINNING FABRICATION AND DOCUMENT ALL VARIANCES IN
CONTROL DIMENSIONS OF EXISTING BULKHEAD PRIOR TO
THE ORIGINAL CONTRACT DRAWINGS. FIELD VERIFY ALL
1.2 ALL DIMENSIONS, DISTANCES AND ANGLES SHOWN ARE PER
OF THE CONTRACT.
THE FABRICATOR IS REQUIRED TO BE CERTIFIED FOR THE LIFE
WITH FRACTURE CRITICAL ENDORSEMENT (F) AT TIME OF BID.
ADDITION, THE FABRICATOR IS REQUIRED TO BE CERTIFIED
STEEL STRUCTURES FABRICATOR (HSF) AT THE TIME OF BID. IN
FABRICATOR - ADVANCED (ABR), OR CERTIFIED HYDRAULIC
BRIDGE FABRICATOR - INTERMEDIATE (IBR), CERTIFIED BRIDGE
CERTIFICATIONS; MAJOR BRIDGE FABRICATION (CBR), CERTIFIED
CERTIFICATION PROGRAM WITH ONE OF THE FOLLOWING
1.1 FABRICATOR TO BE CERTIFIED UNDER AISC QUALITY
1.0 STRUCTURAL STEEL
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TAIL WATER
UNUSUAL
EL 823.00
TAIL WATER
USUAL
EL 812.50
(CENTER OF TOP SEAL)
EL 803.52
(BOTTOM OF SLOT)
EL 796.83
ULTRASONIC TESTINGUT
UPSTREAMU/S
TYPICALTYP
SYMMETRICALSYMM
RADIUSR
POUNDS PER SQUARE INCH PSI
PLACESPLCS
PLATEPL
ON CENTEROC
NOT TO SCALENTS
MAXIMUMMAX
GRADEGRD
FLANGEFLG
FRACTURE CRITICAL MEMBERFCM
ELEVATIONEL
DOWNSTREAMD/S
DIAMETERØ
CENTERLINECL
COMPLETE JOINT PENETRATIONCJP
BETWEEN CENTERSBC
AMERICAN SOCIETY FOR TESTING AND MATERIALSASTM
ABBREVIATIONS
WITHIN THIS PACKAGE.
CLARITY AND/OR MAY NOT BE TO SCALE IN CERTAIN VIEWS
6.1 SOME COMPONENTS AND FEATURES ARE OMITTED FOR
6.0 GENERAL NOTES FOR ALL SHEETS
±0.00005X.XXXX
±0.0005X.XXX
±0.005X.XX
±0.02X.X
±0.1X
TOLERANCEDIMENSION
5.3 TOLERANCES FOR DECIMAL DIMENSIONS ARE AS FOLLOWS:
5.2 TOLERANCES FOR ANGLES: ±0.5DEGREES
5.1.3 MONMILLED ENDS AND MEMBER LENGTH OVER 30’: ±1/8”
±1/16”
5.1.2 NONMILLED ENDS AND MENBER LENGTH OF 30’ OR LESS:
5.1.1 BOTH ENDS MILLED: ±1/32”
5.1 TOLERANCES FOR FRACTIONAL DIMENSIONS:
5.0 TOLERANCES, UNLESS OTHERWISE NOTED.
4.2 LIFTING LUGS.
ARE NOT ALLOWED WITHOUT GOVERNMENT APPROVAL.
4.1 ALL SKIN PLATE SPLICES ARE FRACTURE CRITICAL. SPLICES
4.0 FRACTURE CRITICAL MEMBERS (FCM)
OF TWO BULKHEADS.
3.1 ONE SET OF BULKHEADS IS REQUIRED. ONE SET CONSISTS
3.0 QUANTITY
2.3 ETL 1110 - 2 - 584 (30 APRIL 2014)
2.2 AWS D1.5 - 2015
2.1 AISC 325 - STEEL CONSTRUCTION MANUAL 15TH EDITION
2.0 DESIGN STANDARDS
IN TENSION FOR PURPOSES OF NONDESTRUCTIVE TESTING.
1.17 ASSUME ALL WELDS ON FRACTURE CRITICAL MEMBERS ARE
APPROVAL, UNLESS NOTED OTHERWISE.
1.16 SPLICES ARE NOT ALLOWED WITHOUT GOVERNMENT
1.15 MATCH DRILL HOLES AT ASSEMBLY FOR RUBBER SEALS.
SEE SECTION 05 59 13.01 26.
1.14 PREHEAT WELDED JOINTS FOR THE THICKER PART JOINED.
OTHERWISE.
1.13 STANDARDIZE ALL BOLT HOLES SIZES UNLESS NOTED
WRAPPED.
WRAP LOCATIONS TO ADJACENT WELDS THAT ARE TO BE
PER AWS D1.5, UNLESS NOTED OTHERWISE. MATCH WELDS AT
1.12 ALL SEAL WELDS ARE REQUIRED TO BE MINIMUM FILLETS
FOR 1 BULKHEAD.
1.11 ALL QUANTITIES INDICATED ON STRUCTURAL SHEETS ARE
INCLUDING PAINT AND WELDS IS 2,750 LBS.
1.10 THE ESTIMATED DRY WEIGHT OF EACH BULKHEAD, NOT
FILLET WELD SIZE PER AWS D1.5.
SHOWN ON THE DRAWINGS, OR THE REQUIRED REINFORCING
1.9 WRAP ALL WELDS USING THE REQUIRED FILLET WELDS SIZE
(HEIGHT) S-401
FLG TO TOP FLG SURFACES
OUT TO OUT OF BOTTOM
S-401
LIFTING LUG
INSIDE TO INSIDE OF
7.125"14
LIFTING LUG S-003
END WEB TO D/S SURFACE OF
U/S BEARING SURFACE OF
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CL OF BULKHEAD
9'-5 3/8 " OUT TO OUT OF END WEB (CONTROL DIMENSION)
END FLG PL
6" X 1/2"
TOP J SEAL
SIDE J SEAL
SKIN PL 3/8"
TOP FLG PL
3" X 1/2"
FLG PL
BOTTOM
8" X 1/2"
PL 3/8"
STIFFENER
LUG (FCM)
LIFTING
° 4
SEE NOTE 2
SLOT
EXISTING
TYP 9 PLCS
TIE PL
4" X 1/2"
TYP 2 PLCS
FLG PL
HORIZONTAL
6" X 1/2"
1.5625
(1'-1")
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SEE S-501
TYP 4 PLCS,
GUIDE BAR,
SKIN PL
END WEB
3/8"
GUIDE
LIFTING LUG
D/S FACE OF SLOT
BEAM SURFACE
U/S FACE OF SEAL
EL 803.52
L OF TOP SEAL
SEE S-501
SPRING RETAINER,
C
EL 796.84
BOTTOM OF WATER
PASSAGE & BULKHEAD
(1/4" SEAL COMPRESSION)
(10'-0") OUT TO OUT OF SLOT
(1 /8
9'-10" OUT TO OUT OF SKIN PL (CONTROL DIMENSION)
(7
9'-9 3/8 " OUT TO OUT OF GUIDE BARS (CONTROL DIMENSION)
GUIDE
CL OF
LIFTING LUG (FCM)
(1 5/16 ")
C O
M P
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S S
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N B
U M
P E
R /8
P
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IN
G
SEE S-502
SPRING BUMPER,
SEAL RETENTION BAR
1/4" COMPRESSION
SEAL, SHOWN WITH
3/8" SKIN PL
SKIN PL
D/S SURFACE OF
EXISTING GUIDE
SIDES, SEE S-502
GUIDE BAR, BOTH
END WEB
U/S SURFACE OF
( 5/16 ")
(3")
/2
(2
®of Engineers
US Army Corps
A
SCALE: 1 1/2" = 1'- 0"
B
DETAIL
SCALE: 3" = 1'- 0"
FLOW
S-101
F L
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S-003
S-002
ELEVATION
END ELEVATION
F L
O W
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SCALE: 1 1/2" = 1'- 0"
ELEVATION SUSPENDED FROM THE LUGS.
THE BULKHEADS ARE STORED UNDER THE TAILRACE DECK
THE WEAK AXIS AND MAY NOT BE USED FOR UPRIGHTING.
INTO PLACE. THE LUG IS NOT DESIGNED TO BE LOADED IN
RIGGING AND PENDANTS ARE USED TO LOWER THE BULKHEAD
2. THE LUG IS DESIGNED FOR A 45 DEGREE SLING ANGLE.
.1. SEE GENERAL STRUCTURAL NOTES ON SHEET S-001
NOTES:
C
S-002
B
S-002
B
C
S-101
A
S-501
PLAN
/1
9'-5 3/8 " OUT TO OUT OF SEAL BAR (CONTROL DIMENSION)
OF END WEB
OUTSIDE SURFACE
OF TOP WEB
UPPER SURFACE
OF BOTTOM FLG
BEARING SURFACE
OF END WEB
OUTSIDE SURFACE 9'-5 3/8 "
CL OF BULKHEAD
OF SKIN PL
OUTSIDE SURFACE
OF D/S GUIDE BAR
INSIDE SURFACE
OF U/S GUIDE BAR
INSIDE SURFACE
END WEB
SURFACE OF
U/S BEARING
5 3/4 "
7 1/2 "
6 1/8 "
TYP 4 PLCS
GUIDE BARS,
7 1/8 " (CONTROL DIMENSION)
OF END WEBS
SURFACE
END FLG PL
END FLG PL
END WEB PL
END WEB PL
CL SYMM
S O
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D
A
C
.0125 A B
0.125 C
ES-002
C6
SCALE: 3" = 1'- 0"
0.06 B
0.063 E
OF SKIN PL
SURFACE
S-003
ELEVATION
SECTION
F L
O W
FLOW
F L
O W0.125 A
TYP 14 PLCS
90°
90°
90°
90°
OF LITING LUG
U/S SURFACE
OF LIFTING LUG
D/S SURFACE
.125 E
END WEB PL
SURFACE OF
OUTER
END WEB PL
SURFACE OF
OUTER
HORIZONTAL FLG
END FLG PL, TIE PL, &
U/S SURFACE OF
& HORIZONTAL FLG
END FLG PL, TIE PL,
U/S SURFACE OF
0.06
.063
END ELEVATION
DETAIL - END FLG
0.063 B
0.063 D
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R O J E
E V
E N R
M
IL
E S P .E
/1
/1
P H
P -1 .0
-S -0
.d g n
P H
P -1 .0
-5 -2 /4
B S
T O
L T P .E
A
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
NOTES:
2. SEAL, SEAL RETAINING BAR AND HARDWARE NOT SHOWN FOR
CLARITY.
1. SEE GENERAL STRUCTURAL NOTES ON SHEET S-001.
BEVEL
C
S-003
D
S-003
D
S-003
SIDE J SEAL
PL 3/8"
DIAPHRAGM STIFFENER PL
1'-7"1'-7"
STIFFENER PL
CL OF
DIAPHRAGM PL
CL OF
GUIDE BAR
1'-6 1/2 "
SPRING
RETENTION BAR
BOTTOM SEAL
BOTTOM SEAL
SYMM ABOUT CL
BOTTOM FLG PL
END FLG 6" X 1/2"
END WEB PL 3/8"
2 1/2 "
3'-2" 3'-4"3'-4"
/8
SIDE J SEAL
SKIN PL 3/8"
9'-9 3/8 " OUT TO OUT OF GUIDE BARS (CONTROL DIMENSION)
DRAIN HOLE
CL OF
END FLG 6" X 1/2"
SEE NOTE 2
2" Ø DRAIN HOLES,
DIAPHRAGM PL 3/8"
TIE PL 4" X 1/2"
SKIN PL 3/8"
TOP J SEAL
RETENTION BAR
SEAL
GUIDE BAR
FCM
LIFTING LUG
RETAINER
SPRING
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
D R
A W
IN
G N
O
F
IL
E N
A M
E
C H
E C
K E
D B
Y
SCALE: 1 1/2" = 1'- 0"S-002
C1
SCALE: 1 1/2" = 1'- 0"S-002
E1
PLAN - BOTTOM OF BULKHEAD
SECTION
F L
O W
F L
O W
F L
O W
®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
L A
N
R E
F L E
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P L
A N S
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IO
N
S-101
P O
R T
L A
N D
O R
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O N
U .S
A R
M Y C
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P S O
F E
N G
IN
E E
R S
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IL
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A R
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IN
A
W
IL
M
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O N D
IS
T R
A F
T T
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P O
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IT
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E S P .E
/1
/1
P H
P -1 .0
-S -1
.d g n
P H
P -1 .0
-5 -2 /5
A T
IE
R N
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B S
T O
L T P .E
A
M U
E H
L E
C K P .E
U .S
A R
M Y C
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P S O
F E
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E E
D R
O E
L E
C T
R
IC
D
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IG
N C
E N
T E
R
SCALE: 1 1/2" = 1'- 0"
IN THE TOP/BOTTOM OR END WEBS.
2. NO DRAIN OR WELD ACCESS HOLES ARE TO BE PROVIDED
.1. SEE GENERAL STRUCTURAL NOTES ON SHEET S-001
NOTES:
N
N
S-502
C
S-401
A
S-401
B
S-401
PLAN - TOP OF BULKHEAD
3/8" X 3/4"
SEAL BAR
BAR 2" X 3/8"
RETENTION
SEAL
PL 3/8"
END WEB
PL 3/8"
DIAPHRAGM
1'-8 11/16 "
PL 3/8"
END WEB
SYMM ABOUT CL
WEB PL 1/4"
FLG PL 8" X 1/2"
BOTTOM
PL 6" X 1/2"
END FLG
PL 3" X 1/2"
TOP FLG
SEE S-502
J SEAL,
PL 3/8"
STIFFENER
SKIN PL 3/8"
6'-0" INSIDE TO INSIDE OF LIFTING LUGS (CONTROL DIMENSION)(CONTROL DIMENSION)
INSIDE OF LIFTING LUG
OF END WEB PL TO
1'-8 11/16 " OUTSIDE OF END WEB PL
OUTSIDE
TYP 4 PLCS
GUIDE BARS,
TYP 2 PLCS
FLG PL 6" X 1/2"
TIE PL 4" X 1/2"
SEE NOTE 2
WEB PL 1/4"
HORIZONTAL
PL 3/8"
DIAPHRAGM
/8
/8
/1
/2
PL 3/8"
SKIN
/1
O
U T T
O O
U T O
F T
O P A
N D B
O T
T O
M F
L G S
U R
F A
C E
C O
N T
R O
L H
E
IG
H T
3" X 1/2"
TOP FLG PL
8" X 1/2"
FLG PL
BOTTOM
LIFTING LUG FCM
OF TOP FLG & TOP WEB
UPPER SURFACE
OF BOTTOM FLG
BEARING SURFACE
6" X 1/2"
FLG PL
EL 796.84
SEE S-502
J SEAL,
X 1-1/16"
SHOE 1-1/2"
BEARING
SURFACE OF
OUTSIDE
/1
/4
TYP 4 PLCS
GUIDE BARS,
SPRING
BAR 2" X 3/8"
SEAL RETENTION
SEE NOTE 3
/1
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
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A
M A
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S
IZ
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B M
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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
D R
A W
IN
G N
O
F
IL
E N
A M
E
C H
E C
K E
D B
Y
ELEVATION / SECTION
SECTION
S-101
E7
3/16
3/16
TYP
3/16
TYP
S-101
F3
S-101
D1
3/16
3/16
TYP
FLOW
FLOW
C
ELEVATION
SCALE: 1 1/2" = 1'- 0"
3/16
TYP
3/16
TYP
CJP
TYP
CJP
®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
A .T
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E S P .E
/1
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P H
P -1 .0
-S -4
.d g n
P H
P -1 .0
-5 -2 /6
B S
T O
L T P .E
A
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C K P .E
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A R
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R
ISOLATION WASHERS AND SLEEVES.
COATED, 4" OC MAX SPACING, PROVIDE UV STABILIZED
3. PROVIDE Ø 5/8" HEX HEAD BOLT TYPE ASTM F593 SS304, PTFE
STABILIZED ISOLATION WASHERS AND SLEEVES.
F593 SS304, PTFE COATED, 4" OC MAX SPACING, PROVIDE UV
2. PROVIDE Ø 5/8" COUNTERSUNK HEX SOCKET BOLT TYPE ASTM
1. SEE GENERAL STRUCTURAL NOTES ON SHEET S-001.
NOTES:
S-501
S-502
S-502
S-501
S-501
S-501
WEB PL 1/4"
6" X 1/2"
FLG PL
1" R TYP
PL 3/8"
DIAPHRAGM
WEB PL 1/4"
SKIN PL 3/8"
1" R TYP
5"
1 3/8 "
/4
SPRING
2" X 3/8"
3-3/4" X 1-1/4" X 3"
SPRING RETAINER 2 1/4 "
5"
ABOUT CL
SYMM
SEE NOTE 4
1 1/4 "
3/8 "
/8
2 3/8 "
ABOUT CL
SYMM
1" R
5'- 7" R
/8
1" R
1/2" X 2" PL
GUIDE BAR
PL 3/8"
END WEB
1" R
1" R
1"
BAR
GUIDE
CL OF
1/2" X 2" PL
GUIDE BAR
/2
2"
DIAPHRAGM PL
LIFTING EYE AND
CL OF
/2
7"
M A
X O
C S
P A
C
IN
G
LIFTING LUG
SKIN PL 3/8"
J SEAL
END WEB 3/8"
/2
7/8 "
3 1/2 "
3 1/8 "
RETENTION BAR
TOP SEAL
/1
TOP OF WEB PL
RETENTION BAR
SIDE SEAL
SEE S-501
GUIDE BARS,
/2
RETENTION BAR
SIDE SEAL
TOP OF
CL OF BOLT
CL OF BOLT
SEE NOTE 3
M A
X O
C S
P A
C
IN
G
SKIN PL 3/8"
RETENTION BAR
SIDE SEAL
END WEB 3/8"
7/8 "
/8
GUIDE BAR
BOTTOM OF
RETENTION BAR
U/S SIDE OF SEAL
RETENTION BAR
BOTTOM OF SEAL
2"
CL OF BOLTS
/1
MATCH END WEB
TRIM RUBBER TO
SEE S-501
GUIDE BARS,
SEE NOTE 3
/4
/2
/4
HOLE
ACCESS
WELD
1" R
2"4" MAX OC SPACING
RETENTION BAR
EDGE OF TOP SEAL
SEAL
LIFTING LUG
SKIN PL 3/8"
SHOE, SEE S-501
SPRING BUMPER
END WEB 3/8"
/8
CL OF BOLTS
5/8 "
7/16 "
SIDE SEAL RETENTION BAR
GUIDE BAR, SEE S-501
SEE NOTE 3
2"4" MAX OC SPACING 1
END WEB 3/8"
SEE S-501
GUIDE BAR,
3/8" X 3/4"
SEAL BAR
/8
/8
VERTICAL FLG PL
TO SURFACE OF
WEB NOTCHED
FLG PL 6" X 1/2"
END
FLG PL 8" X 1/2"
BOTTOM
AND SEAL RETENTION BAR
END FLG PL, END WEB,
BOTTOM FLG PL,
BOTTOM OF
SEE NOTE 2
5"
11/16 "
11/16 "
/4
1 1/4 "
1/8 "
3/4 "
1/2 "
/4
3/8 " SPRING
/4
SEE NOTE 3
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
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D B
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T E
C O
N T
R A
C T N
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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
D R
A W
IN
G N
O
F
IL
E N
A M
E
C H
E C
K E
D B
Y
®of Engineers
US Army Corps
S-401
F8 DETAIL
SCALE: 6" = 1'- 0"
GUIDE BAR - DETAIL
1/4
TYP
1/4
SCALE: 3" = 1'- 0"
LIFTING LUG - DETAIL
SCALE: 3" = 1'- 0"
LUG - DETAIL
LIFTING
S-401
F8 DETAIL
SCALE: 6" = 1'- 0"
DETAIL
FLOW
FLOW
FLOW
FLOW
3/16
3/16
3/16
3/16
TYP
3/16
3/16
TYP
SCALE: 3" = 1'- 0"
S-401
G7
S-002
D6
S-101
F7
S-401
G10
S-401
C10
TYP
TYP
CJP
3/16
3/16
TYP
DIAPHRAGM PL 3/8"
TYP
SCALE: 3" = 1'- 0"
SPRING RETAINER - DETAIL
DETAIL - SPRING RETAINER
DETAIL - SPRING RETAINER
®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 T
A
IL
S
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-S -5
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P -1 .0
-5 -2 /7
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4. APPLY POLYETHYLENE SEALANT.
ISOLATION WASHERS AND SLEEVES.
COATED, 4" OC MAX SPACING, PROVIDE UV STABILIZED
3. PROVIDE Ø 5/8" HEX HEAD BOLT TYPE ASTM F593 SS304, PTFE
STABILIZED ISOLATION WASHERS AND SLEEVES.
F593 SS304, PTFE COATED, 4" OC MAX SPACING, PROVIDE UV
2. PROVIDE Ø 5/8" COUNTERSUNK HEX SOCKET BOLT TYPE ASTM
1. SEE STRUCTURAL NOTES ON SHEET S-001.
NOTES:
S-501
S-501
S-501
S-501
PL 3/8"
DIAPHRAGM
SKIN PL 3/8"
SHOE
BEARING
/8
3" X 1/2"
TOP FLG PL
1" R TYP
TOP WEB PL 1/4" X 10"
/8
/8
SKIN PL 3/8"
END WEB
SEE S-503
STIFFENER,
1" R
PL 8" X 1/2"
BOTTOM FLG
/8
BOTTOM WEB PL 1/4"
9 1/16 "
1" R TYP
CL
2 1/2 "
END WEB 3/8" PL
SKIN PL 3/8"
ACCESS HOLE TYP
1" R WELD
/4
END
WEB PL
/2
PL 6" X 1/2"
END FLANGE
/1
(C
O N
T R
O L D
IM
E N
S
IO
N
BAR
GUIDE
SEE S-501
SPRING RETAINER,
(C O
N T
R O
L D
IM
E N
S
IO
N
/2
1/4 " 1 1/8 "2" 5/8 "
SHEET S-502
J SEAL, SEE
BAR 2" X 3/8" PL
SEAL RETENTION
SEE NOTE 3
WEB 3/8"
END
3" X 1/2"
TOP FLG PL
TOP WEB PL 1/4"
7/16 "
SHEET S-502
WEDGE SEAL, SEE
SEAL BAR 3/4" X 3/8" PL
BAR 2" X 3/8" PL
SEAL RETENTION
SEE NOTE 4
END WEB
/8
/8
/1
1 1/16 "
FLG PL 8" X 1/2"
BOTTOM
BOTTOM FLG PL
TO SURFACE OF
END WEB, WEB NOTCHED
SURFACE OF
BAR, & END WEB
RETENTION
FLG PL, SEAL
BOTTOM
SURFACE OF
BOTTOM
/1
BEVEL, SEE S-002
/8
/4
BAR 2" X 3/8" PL
SEAL RETENTION
SEE NOTE 3
END WEB 3/8"
S-502
J SEAL, SEE
/1
GUIDE BAR
/1
1'-0" MINIMUM, SEE NOTE 2
M
IN
IM
U M S
E E N
O T
E
/4
1 3/4 "
M
IN
IM
U M S
E E N
O T
E
4"
/1
R 5/16"
R 7/8"
3 1/8 "
9/16 "
R 5/16"
R 7/8"
/8
M
IN
IM
U M S
E E N
O T
E
4" 3/4 "
9/16 "
/1
R 5/16"
R 7/8" 3 /8
/1
/1
1 3/4 "
VULCANIZE
BOTTOM SEAL
/8
7/8" R
5/16" R
9/16 "
1/4" BEVEL
/1
9/16 "
1/4" BEVEL
S O
L
IC
IT
A T
IO
N N
O
D E
S
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N E
D B
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D E
S C
R
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M A
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D R
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Y
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S
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A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
D R
A W
IN
G N
O
F
IL
E N
A M
E
C H
E C
K E
D B
Y
SCALE: 3" = 1'- 0"
SCALE: 3" = 1'- 0"
DETAIL
SCALE: 6" = 1'- 0"
3/16
3/16
TYP
3/16
3/16
TYP
3/16
3/16
TYP
3/16
3/16
TYP
3/16
3/16
TYP
3/16
3/16
TYP
SCALE: 6" = 1'- 0"
TOP CORNER SEAL - DETAIL
S-401
G8
S-401
D8
S-101
E6
SCALE: 6" = 1'- 0"
LOWER NON MOLDED CORNER SEAL - DETAIL
SCALE: 12" = 1'- 0"
J SEAL - DETAIL
SCALE: 12" = 1'- 0"
WEDGE SEAL - DETAIL
3/16
3/16
TYP
TYP
CJP
DETAIL - BOTTOM OF BULKHEAD
DETAIL - BOTTOM SEAL
®of Engineers
US Army Corps
D R
A W
IN
G N
O
F
IL
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P H
P -1 .0
-S -5
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P H
P -1 .0
-5 -2 /8
A T
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T O
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TYP
3/16
3/16
STABILIZED ISOLATION WASHERS AND SLEEVES.
F593 SS304, PTFE COATED, 4" OC MAX SPACING, PROVIDE UV
4. PROVIDE Ø 5/8" COUNTERSUNK HEX SOCKET BOLT TYPE ASTM
ISOLATION WASHERS AND SLEEVES.
COATED, 4" OC MAX SPACING, PROVIDE UV STABILIZED
3. PROVIDE Ø 5/8" HEX HEAD BOLT TYPE ASTM F593 SS304, PTFE
SPLICED A MINIMUM OF 12" FROM THE CORNER.
2. MOLDED CORNER SEAL JOINTS ARE TO BE HOT VOLCANIZED
1. SEE STRUCTURAL NOTES ON SHEET S-001.
NOTES:
3/16
3/16
TYP
S-502
S-502
S-502
/4
/2
2"
/4
7"
9 5/16 " 2"
DIAPHRAGM PL
LIFTING EYE AND
CL OF
Ø 1 1/16"
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7 1/16 " 1"
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SYMM ABOUT CL
SYMM ABOUT CL
®of Engineers
US Army Corps
1. SEE STRUCTURAL NOTES ON SHEET S-001
NOTES:
SCALE : 6" = 1'- 0"
ONE AS SHOWN ONE OPPOSITE HAND AND ROTATED 180°
STIFFENER PLATE - PART
SCALE : 6" = 1'- 0"
TWO AS SHOWN
END WEB - DETAIL
SCALE : 6" = 1'- 0"
THREE AS SHOWN
MIDDLE STIFFENER - PART
SCALE : 3" = 1'- 0"
ONE AS SHOWN ONE OPPOSITE HAND
LIFTING LUG - PART - FCM
®of Engineers
US Army Corps
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DOGGING LINK
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®of Engineers
US Army Corps
AERIAL VIEW
SPILLWAY AND TAILRACE OUTFLOW
PHILPOTT RESERVOIR AND DAM
DRAFT TUBE DECK
PHILPOTT RESERVOIR AND DAM
DRAFT TUBE SLOT
PHILPOTT RESERVOIR AND DAM
VIEWS OF THE DRAFT TUBE DECK.
3. SEE REFERENCE DRAWINGS FOR PLAN AND ELEVATION
SPECIFICATIONS.
PROVIDE DETAILED DELIVERY / SHIPPING PLAN PER
SITE ACCESS TO THE TAILRACE DECK. CONTRACTOR TO
2. THESE IMAGES ARE INTENDED TO SHOW THE LIMITATIONS OF
1. SEE GERNERAL STRUCTURAL NOTES ON SHEET S-001.
NOTES:
®of Engineers
US Army Corps
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US Army Corps ®of Engineers
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CHAINS OF VARYING LENGTH
PHILPOTT RESERVOIR AND DAM
PHILPOTT RESERVOIR AND DAM
PHILPOTT RESERVOIR AND DAM
SHACKLES TO PIN CONNECTION
PHILPOTT RESERVOIR AND DAM
NOTES:
DIMENSIONS.
DIMENSIONS, ALSO FIELD VERIFY THE EXISTING RIGGING
3. IN ADDITION TO FIELD VERIFICATION OF CONTROL
2. SEE REFERENCE DRAWINGS FOR DIMENSIONS.
(4) CHAINS OF VARYING LENGTH.
(9) SHACKLES
(3) DOGGING LINK WELDMENTS
REQUIRES:
FOR BOTH BULKHEADS. AT A MINIMUM, EACH BULKHEAD
1. CONTRACTOR TO PROVIDE NEW GALVANIZED RIGGING
| PHP-1.001-G-001 |
| PHP-1.001-S-001 |
| PHP-1.001-S-002 |
| PHP-1.001-S-003 |
| PHP-1.001-S-101 |
| PHP-1.001-S-401 |
| PHP-1.001-S-501 |
| PHP-1.001-S-502 |
| PHP-1.001-S-503 |
| PHP-1.001-S-901 |
| PHP-1.001-S-902 |
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