B.08_W9127N21B0014 JDTRR21_Plans SIGNED.pdf
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- John Day Dam Trashrack Rehabilitation
- Solicitation number
- W9127N21B0014
About this file
This solicitation package includes contract drawings and specifications for the John Day Dam trashrack rehabilitation project. The U.S. Army Corps of Engineers Portland District is seeking bids for replacement of the intake trashracks at the John Day Lock and Dam powerhouse located on the Columbia River in Oregon. The solicitation number is W9127N21B0014 and is set aside for total small businesses. The project involves fabrication and installation of new steel trashrack sections per the design drawings. The bid response date is not provided in the document. The contract will be awarded after evaluation of submitted bids based on the requirements in the solicitation package.
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I I
I I I I I
US Army Corps of Engineers ®
Portland District
STEVEN R. MILES, P.E.
JOHN DAY
COLUMBIA RIVER
POWERHOUSE
TRASH RACK REPLACEMENT
THIS PROJECT WAS DESIGNED BY THE PORTLAND
DISTRICT OF THE U.S. ARMY CORPS OF ENGINEERS.
THE INITIALS OR SIGNATURES AND REGISTRATION
DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE
PROJECT DOCUMENTS WITHIN THE SCOPE OF THEIR
EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.
DIRECTOR, HYDROELECTRIC DESIGN CENTER
MARK J. SAWKA, P.E.
CHIEF, DESIGN BRANCH
MICHAEL D. HELTON, PMP
COLONEL, CORPS OF ENGINEERS
DISTRICT COMMANDER
DATE: , 2021
SOLICITATION NUMBER: W9127N21B0014
ELIZABETH R. WELLS, P.E.
CHIEF, ENGINEERING & CONSTRUCTION DIVISION
NAVIGATION LOCK
SPILLWAY
STATE BOUNDARY
POWERHOUSE
JOHN DAY DAM
TURNS AND STEEP GRADES.
OF SPILLWAY HAS TIGHT
ACCESS TO SOUTH END
JOHN DAY DAM ROAD
OF NAVIGATION LOCK.
ACCESS TO NORTH SIDE
LOCATION
PROJECT
LOCATION
PROJECT
EXI
T 1
JOHN DAY DAM LANE
KLIC
KIT
AT C
O.
SHERMAN C
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COLUM
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TO
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ASH
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STATE
INTERSTATE
DISTRICT BOUNDARY MAP
ISSUE DATE: FEBRUARY 2021
CONTRACT NO.: XXXXXX-XX-X-XXXX
W9127N21B0014SOLICITATION NO.:
TRASH RACK REPLACEMENT
POWERHOUSE
COLUMBIA RIVER, OREGON
JOHN DAY LOCK AND DAM
Portland District qof Engineers
US Army Corps
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SCALE: NTS
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PROJECT PHOTO
MILES
0 10 20 30 40 50
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INTERSTATE
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GENERAL
STRUCTURAL
NO.
SHEET
FILE NUMBER CADD FILE NAME TITLE DRAWING NUMBER TITLE
INDEX TO CONTRACT DRAWINGS INDEX TO REFERENCE DRAWINGS
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G-003
G-002
G-001
JDP-1.113-0/3
JDP-1.113-0/2
JDP-1.113-0/1
JDP1.113_G-003XXX.dgn
JDP1.113_G-002XXX.dgn
JDP1.113_G-001XXX.dgn
CONTRACTOR STAGING AREA
INDEX TO DRAWINGS
PROJECT LOCATION AND VICINITY MAPS
S T
E V
E N R
M
IL
E S P .E
P
H A
R P
O
U.S. ARMY CORPS OF ENGINEERS
JDP-1.1-5-2/3
JDP-1.1-4-0/2
JDP-1.1-4-0/1
JDP-1-5-1/1
JDP-1-4-4/50
JDP-1-4-2/14
JDP-1-4-2/8
JDP-1-4-0/4
JDP-1-4-0/3
JDP-1-4-0/2
JDP-1-4-0/1
JDP-1-3-2/4
JDP-1-3-1/8
INTAKE TRASH RACKS
GENERATOR BAYS - TRANSVERSE SECTION
GENERATOR BAYS - PLAN AT EL 185.0
INTAKE TRASH RACK GUIDES
GENERATOR BAYS-CONCRETE OUTLINE - TRASH RACK BLOCKOUTS
ASSY BAY-CONCRETE OUTLINE - TRANSVERSE SECTION
ASSY BAY-CONCRETE OUTLINE - PLAN EL 281.00 AT VISITORS LOBBY
INDEX TO DRAWINGS
STA. SERVICE AND ASSEMBLY BAYS - TRANSVERSE SECTIONS
GENERATOR BAYS - TRANSVERSE SECTIONS
PLAN AT EL 185.00
MAIN UNIT INTAKE TRASH RACK - LIFTING BEAM
15 TON TRASH RAKE CRANE
61 SECTIONS AND DETAILS - TRASH RACKS
PACIFIC CAR AND FOUNDARY COMPANY
S-502
S-501
S-401
S-101
S-003
S-002
S-001
JDP-1.113-5-6/5
JDP-1.113-5-6/4
JDP-1.113-5-6/3
JDP-1.113-5-6/1
JDP-1.113-5-0/3
JDP-1.113-5-0/2
JDP-1.113-5-0/1
JDP1.113_S-502XXX.dgn
JDP1.113_S-501XXX.dgn
JDP1.113_S-401XXX.dgn
JDP1.113_S-101XXX.dgn
JDP1.113_S-003XXX.dgn
JDP1.113_S-002XXX.dgn
JDP1.113_S-001XXX.dgn
DETAILS - PARTS & SUBSYSTEMS
DETAILS - VIEWS
ENLARGED VIEWS
INTAKE TRASH RACK DESIGN PLAN
GEOMETRIC DIMENSIONING & TOLERANCING
ALIGNMENT AND SLOT ARRANGEMENT
STRUCTURAL NOTES, ABBREVIATIONS, LOAD DIAGRAM, CONTROL DIMENSIONS, & GENERAL ISOMETRICS
W
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SHEET ID
D R
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CONTRACTOR STAGING AREA
SCALE: NTS
N
NOTES:
ALLOTED AT CONTRACT AWARD IS INSUFFICIENT
SPACE MAY BE PROVIDED BY THE GOVERNMENT IF THE SPACE
BETWEEN ALL CONTRACTORS WORKING ONSITE. ADDITIONAL
2. THE CONTRACTOR LAY-DOWN AREAS SHOWN ARE SHARED
FOR ONE WORK TRAILER
1. SPACE AND ELECTRICITY PROVIDED BY GOVERNMENT
FL
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W
TURNS AND STEEP GRADES
OF INTAKE DECK HAS TIGHT
ACCESS TO SOUTH END
SPILLWAY
+0
INTERSTATE
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TO
EXI
T
POWERHOUSE
STATE BOUNDARY
INTAKE DECK
TYP BOTTOM OF ALL SECTIONS
LIFTING LUG ACCESS HOLES,
L E
A F
L E
A F
L E
A F
L E
A F
L E
A F
L E
A F
END GUIDE SHOE
TIE BAR
TRASH BAR
TYP ALL SECTIONS
LIFTING LUG,
TYP ALL SECTIONS
ALIGNMENT PIN,
TYP ALL SECTIONS
LIFTING LUG,
END GUIDE SHOE
EACH SECTION
TYP, BOTH SIDES OF
END GUIDE SHOE
ALL SECTIONS
TYP, BOTTOM OF
ALIGNMENT GUIDE
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D R
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2 3 4 5 6 7 8 9 10
SHEET ID
D R
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IN
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ABBREVIATIONS
GENERAL STRUCTURAL NOTES
Q
1.0 STRUCTURAL STEEL
EL 201.87 (TOP OF TRASH RACK)
EL 125.40 (BOTTOM OF TRASH RACK)
FLOW
SCALE: NTS
LOAD DIAGRAM
FL
OW
FL
OW
SCALE: NTS
UPSTREAM LOOKING DOWNSTREAM
ISOMETRIC - TRASH RACK
SCALE: NTS
DOWNSTREAM LOOKING UPSTREAM
ISOMETRIC - TRASH RACK
S-001
O
L U
M B
IA
R
IV
E R
S T
R U
C T
U R
A L N
O T
E S
A B
B R
E V
IA
T
IO
N S
L O
A D D
IA
G R
A M
S
C O
N T
R O
L D
IM
E N
S
IO
N S
G
E N
E R
A L I S
O M
E T
R
IC
S
H Y
D R
O E
L E
C T
R
IC
D
E S
IG
N C
E N
T E
R
P O
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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
B J
A H
A N
G
IR
I, P .E
B S
T O
L T P .E
J D
P .1
-5 -0 /1
A N
S I
D
2'-1 1/2" S-101
OUTSIDE TO OUTSIDE
1'-2 7/8"
23'-0"
11'-6"
26'-4"
12'-11"
8 1/2"
S-101
& ALIGNMENT PINS
TO CL OF LIFTING
BEARING BAR FACE
S-101
CL TO CL OF LIFTING PINS
S-101
TO CL OF LIFTING PIN
CENTER OF TRASH RACK
S-101
OF END GUIDE SHOES
OUTSIDE TO OUTSIDE
S-101
TO TOP OF 4" X 2" FLG
BOTTOM OF TRASH RACK
S-101
LIFTING PIN
PL TO CENTER OF
TOP FACE OF TOP WEB
1'- 6 1/2"
SCALE: NTS
LIFTING LUGS AND ALIGNMENT PIN DETAIL
ISOMETRIC - TRASH RACK
13'-1/2"
SLOPE:
INFORMATION ONLY
DIMENSIONS IN PARANTHESES ARE REFERANCE DIMENSIONS FOR 4.2
MAY BE OMITTED FOR CLARITY
SOME COMPONENTS AND FEATURES MAY NOT BE TO SCALE AND/OR 4.1
4.0 GENERAL NOTES, ALL SHEETS:
DIMENSION TOLERANCE
3.3 TOLERANCES FOR DECIMAL DIMENSIONS ARE AS FOLLOWS:
3.1 TOLERANCES FOR FRACTIONAL DIMENSIONS:
3.0 TOLERANCES, UNLESS OTHERWISE NOTED
PLATE S-101
OUTSIDE OF END WEB
LIFTING PIN TO
CENTER LINE OF
PLATE S-101
OUTSIDE OF END WEB
ALIGNMENT SLOT TO
CENTERLINE OF
COMPLETE JOINT PENETRATIONCJP
VERTICALVERT
UPSTREAMU/S
TYPICALTYP
SYMMETRICALSYMM
PLACESPLCS
PLATEPL
ON CENTEROC
NOT TO SCALENTS
HORIZONATALHORIZ
FLANGEFLG
ELEVATIONEL
DOWNSTREAMD/S
DIMENSIONDIM
CENTER OF GRAVITYCG
CENTER TO CENTERCC
CONTROL DIMENSIONS (CONT DIM)
AND CONTROL DIMENSION REQUIREMENTS
SEE SECTION 05 50 06.00 26 FOR INSTRUCTIONS
CONTROL DIMENSIONS CHART
TRASH RACKS
TRASH RACK MEASURED
S T
E V
E N R
M
IL
E S P .E
10 9'-1/2"
PLATE S-101
CENTER OF FIRST TRASH BAR
END WEB PL TO
CENTERLINE>
P
H A
R P
O
2.7 SERVICE LIFE 50 YEARS PER EM 1110-2-2105
2.6 DESIGN HEAD 20' PER EM 1110-2-3001
DOGGING BEAM AND LIFTING LUGS; 15-MAR-2017
2.5 ASME-BTH-1-2017 DESIGN OF BELOW-THE-HOOK LIFTING DEVICES FOR
STATIONS; 30-JUN-1989
2.4 EM 1110-2-3104 STRUCTURAL AND ARCHITECTURAL DESIGN OF PUMPING
STRUCTURES; 30-APR-1995
2.3 EM 1110-2-3001 PLANNING AND DESIGN OF HYDROELECTRIC POWER PLANT
2.2 ETL 1110-2-584 DESIGN OF HYDRAULIC STEEL STRUCTURES; 30-JUN-2014
2.1 AISC 303 LATEST EDITION
2.0 DESIGN STANDARDS
REQUIRED TESTING AS INDICATED BY CONTRACT SPECIFICATIONS.
WELD PROCEDURE SPECIFICATION (WPS) WELD PREPARATION AND ALL
SHOP AND FINAL AS-BUILT DRAWINGS WELD CALLOUTS MUST INDICATE 1.13
GOVERNMENT APPROVAL.
NO SPLICES ARE ALLOWED, UNLESS NOTED OTHERWISE, WITHOUT 1.12
SECTION 05 05 23.16 26.
PREHEAT WELDED JOINTS FOR THE THICKER PART JOINED. SEE 1.11
SPECIFICATIONS FOR REQUIRED NUMBER OF TRASH RACKS.
ON SHEETS S-001 & S-002 ARE FOR ILLUSTRATIVE PURPOSES. SEE
FOR ONE NEW TRASH RACK SECTION. ISOMETRIC AND ELEVATION VIEWS
ALL QUANTITIES INDICATED ON THESE STRUCTURAL DRAWINGS ARE 1.10
DRY WEIGHT = APPROXIMATELY ~ 18,000 LBS
INCLUDING PAINT AND WELDS:
THE ESTIMATED DRY WEIGHT OF EACH TRASH RACK SECTION, NOT 1.9
THE DRAWINGS, OR REQUIRED REINFORCING FILLET WELD SIZE.
WRAP ALL WELDS USING THE REQUIRED FILLET WELD SIZE SHOWN ON 1.8
FOR FIELD PAINTING OR OP3 FOR SHOP PAINTING.
COATING APPLICATION TO BE CERTIFIED ACCORDING TO EITHER SSPC-QP1
ALL PAINTING CONTRACTORS ENGAGED IN SURFACE PREPARATION AND
TRASH RACK COMPONENTS, EXCEPT AS NOTED IN THE SPECIFICATIONS.
STATED IN THE SPECIFICATION 09 97 02.13 26. USE SYSTEM 5-E-Z FOR ALL
PAINTING FOR INTAKE TRASH RACKS TO CONFORM TO ALL REQUIREMENTS 1.7
DRAWINGS AND PROVIDE FOR GOVERNMENT APPROVAL.
THE WELD IS LOCATED ON. ADD THIS LIST TO THE FIRST PAGE OF THE SHOP
PROVIDE A LIST FORM IDENTIFYING WHICH SHOP DRAWINGS SHEET
MISSING WELDS ADDED BY THE CONTRACTOR TO THE SHOP DRAWINGS,
SEAL WELD ALL JOINTS WITH MINIMUM SIZE WELD AS PER AWS D1.1. FOR ALL1.6
FLAME CUTTING OR MACHINING. ALSO, BREAK ALL DRAIN HOLES A 1/8" RADII.
A SHARP EDGE IS DEFINED AS ANY EDGE THAT IS THE RESULT OF SHEARING,
BREAK ALL SHARP EDGES TO A 1/16” RADII, UNLESS NOTED OTHERWISE. 1.5
OF RECORD.
WRITTEN PERMISSION FROM THE CONTRACTING OFFICER AND ENGINEER
THAT IS NOT SHOWN ON THE PLANS WILL NOT BE PERMITTED EXCEPT BY
05 50 06.00 26, FOR ALL STRUCTURAL WELDING CONNECTIONS. WELDING
CONFORM TO ALL REQUIREMENTS STATED IN SPECIFICATION SECTION 1.4
FOR REQUIREMENTS, SEE SPECIFICATION 05 05 23.16 26.
REPLACEMENT OF EXISTING RACKS TO BE ASTM A572 GRD 50.
FABRICATION OF THE NEW INTAKE TRASH RACKS AS WELL AS MEMBER
UNLESS OTHERWISE NOTED, ALL STRUCTURAL STEEL USED IN 1.3
GOVERNMENT APPROVAL.
VARIANCES IN SHOP DRAWINGS SHOWING CLOUDED VARIANCES FOR
05 50 06.00 26 PRIOR TO BEGINNING FABRICATION AND DOCUMENT ALL
OF ONE SET OF RACKS AS SPECIFIED IN SPECIFICATION SECTION
ORIGINAL CONTRACT DRAWINGS. FIELD VERIFY CONTROL DIMENSIONS
ALL DIMENSIONS, DISTANCES, AND ANGLES SHOWN ARE PER THE 1.2
SEE SPECIFICATIONS FOR FABRICATION REQUIREMENTS. 1.1
W
N
B
/2
(26'-5") BETWEEN EXISTING EMBEDDED 1/2" PLATES
(2
26'-4" OVERALL WIDTH
/1
2'-3 1/2 " OVERALL THICKNESS
TYP
TRASH BARS
SHOE, TYP
END GUIDE
ALIGNMENT PIN LIFTING LUG, TYP
GUIDE PL, TYP
(7
/1
T O
T A
L O
V E
R A
L L L
E N
G T
H
CL SLOT & RACK
(13'-2 1/2 ")
(2")
(1 /2
( 1/2 ")
S O
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D A
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C T N
O
C H
E C
K E
D B
Y
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
BOTTOM OF TRASH RACK
TOP OF TRASH RACK
BOTTOM OF TRASH RACK
MATING SURFACE
MATING SURFACES
MATING SURFACES
MATING SURFACES
MATING SURFACES
MATING SURFACES
TOP OF TRASH RACK
EACH WEB PL
TYP 4 PLCS
S I
D
P O
W E
R H
O U
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
S-002
J D
P .1
-5 -0 /2
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
J D
P .1
S -0
X X
X .d g n
B J
A H
A N
G
IR
I, P .E
C O
L U
M B
IA
R
IV
E R
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
R T
L A
N D D
IS
T R
IC
T
J O
H N D
A Y L
O C
K A
N D D
A M
T R
A S
H R
A C
K R
E P
L A
C E
M E
N T
A L
IG
N M
E N
T S
L O
T A
R R
A N
G E
M E
S
T O
L T P .E
SCALE: 1/2" = 1'-0"
PLAN - TRASH RACK SLOT DETAIL
SCALE: 3/16" = 1'-0"
ELEVATION - SIDE
F L
O W
F L
O W
N
FLOW
NOTES:
1. SEE GENERAL NOTES ON SHEET S-001
SCALE: 3/16" = 1'-0"
THERE ARE SIX TRASH RACKS PER SLOT
ELEVATION - LOOKING UPSTREAM
S T
E V
E N R
M
IL
E S P .E
P
H A
R P
O
/2
W
N
B
LIFTING LUG
TRASH BAR, TYP
END GUIDE SHOE
IN LOWER WEB PL
ACCESS HOLE
LIFTING LUG
S-002
DETAIL
SCALE: 3"=1'-0"
END WEB PL
OUTER SURFACE OF
END WEB PL END WEB PL TRASH BAR, TYP
END WEB PL
OUTER SURFACE OF
90°
90°
SEE DETAIL 1
BEARING BAR, SEE DETAIL 1
BEARING BAR,
BEARING BAR
BEARING BAR
BEARING BARBEARING BAR
BEARING BAR
BEARING BAR
OUTER SURFACE OF
BEARING BAR
OUTER SURFACE OF
LIFTING LUGLIFTING LUG ALIGNMENT PIN
LIFTING LUG ACCESS HOLE
LIFTING LUG ACCESS HOLE
STIFFENER PL
ACCESS HOLE
STIFFENER PL
ACCESS HOLE
BEARING BAR
BOTTOM
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
C H
E C
K E
D B
Y
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
EACH WEB PL
TYP 4 PLCS
S I
D
P O
W E
R H
O U
S E
W
N
B
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
S-003
J D
P .1
-5 -0 /3
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
J D
P .1
S -0
X X
X .d g n
B J
A H
A N
G
IR
I, P .E
C O
L U
M B
IA
R
IV
E R
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
R T
L A
N D D
IS
T R
IC
T
J O
H N D
A Y L
O C
K A
N D D
A M
B S
T O
L T P .E
T R
A S
H R
A C
K R
E P
L A
C E
M E
N T
G E
O M
E T
R
IC
D
IM
E N
S
IO
N
IN
G
T
O L E
R A
N C
IN
G
F
O W
0.125 A
B
C
0.06
0.125 A A
SCALE: 1/2" = 1'-0"
ELEVATION - DOWNSTREAM VIEW
F L
O W
FLOW
SCALE: 1/2" = 1'-0"
ELEVATION - SIDE
10 SURFACES
0.06 B
TYP 2 BEARING BARS
NOTES:
0.06
SEE ELEVATION
10 SURFACES
D
0.125 D
S T
E V
E N R
M
IL
E S P .E
0.125
P
H A
R P
O
TRASH RACK MEASURED
0.125
0.125
S-003
RIGHT TO LEFT (A-A)
S-003
FACE TO END (A-A)
0.125
0.125
0.063
0.063
1. SEE GENERAL NOTES ON SHEET S-001.
2 SURFACES
0.125 C
2 SURFACES
0.125 B
0.125 A
C
S-003
BOTTOM TO BOTTOM (B-B)
S-003
BOTTOM TO END (B-B)
S-003
SIDE TO SIDE (C-C)
S-003
BOTTOM TO TOP (D-D)
S-003
BOTTOM BEARING BAR COPLANAR
(CONT ALGN 15)
(CONT ALGN 11 & 12)
(CONT ALGN 16)
0.125 B
(CONT ALGN 17)
13 & 14)
(CONT ALGN
CONTROL ALIGNMENT (CONT ALGN)
CONTROL ALIGNMENT CHART
/2
G
S-501
A
A
SECTION
SCALE: 1/2"=1'-0"1
DETAIL BEARING BAR SURFACES
SCALE: 1"=1'-0"
/2
(3 /8
4" 6'-6"
/4 B
E T
W E
E N E
N D G
U
ID
E S
H O
E S(C
O N
T D
IM
/2
OF END WEB PLATE (CONT DIM 9)
13'- 1/2 " CL OF ALIGNMENT SLOT TO OUTSIDE
(C
O N
T D
IM
/8 " 1
9 1/2 " (CONTROL DIMENSION 10)
ANGLED TIE BAR
VERTICAL TIE BAR
TRASH BAR
6" TYP
FLG 4" X 2"
FLG 4" X 2"
END GUIDE SHOE CL
END WEB PL
ALIGNMENT PINS
CL OF LIFTING &
(C
O N
T
/8
TYP 2 PLCS
BAR 4" X 1/2"
GUIDE BAR, TYP, SEE S-502
(C O
N T D
IM
O U
T S
ID
E T
O O
U T S
ID
E /2
BEARING BAR FACE 5"X1/2" BEARING BAR
/2
9 1/2 "
3'-3"3'-3"
6'-6"
49 SPACES @ 6" = 24'-6"
23'-0" CL TO CL OF LIFTING PINS (CONT DIM 3)
26'-4" OUTSIDE TO OUTSIDE OF END GUIDE SHOES (CONT DIM 5)
TO OUTSIDE WEB PL
CL OF LIFTING PIN
1'-6 1/2 "(CONT DIM 8)
11'-6" CL OF TRASHRACK TO CL OF LIFTING PIN (CONT DIM 4)
2"TYP
1'-8"
/4
T R
A S
H B
A R
S E
N D W
E B P
L S
B E
A R
IN
G B
A R
S
B
A R
X /2
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
C H
E C
K E
D B
Y
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
SHOE
END GUIDE
TYP 10 PLCS
BAR 4" X 2" X 1"LOCATION
ALIGNMENT SLOT
TYP 15 PLCS
20" X 3/8"
DIAPHRAGM PL
TYP 6 PLCS
WEB PL 20" X 3/8"
TYP 30 PLCS
BAR 4" X 3/8"
TYP 12 PLCS
BAR 4" X 2"
TYP 2 PLCS
24" X 3/8"
END WEB PL
TYP 2 PLCS
BAR 4" X 1/2"
SHOE
GUIDE
END
TRASH RACK
BOTTOM OF
4" X 2" FLG
TOP OF
OF TRASH RACK
SYMM ABOUT CL
LIFTING LUG
CL OF LIFTING PIN
TOP WEB PL
TOP FACE OF
& ELEVATION D
SEE DETAIL 2 ON S-501
BROKEN 1/16" FOR PAINT,
ALL EDGES NEED TO BE
FOR CLARITY
SHOWN THIS SIDE
TRASH BARS NOT
BAR
BEARING
5"X1/2"
TYP DIAPHRAGM PL
TYP 4" X 2" FLG
TYP BAR 4" X 3/8"
TYP 3/8" WEB PL
FOR CLARITY
NOT SHOWN
TRASH BARS
EACH WEB PL
TYP 4 PLCS
ALIGNMENT PIN, SEE SHEET S-502
END WEB PL
OUTER FACE OF
SEE SHEET S-502
TYP, 4 PLCS,
END GUIDE SHOE,
LIFTING LUG, TYP
& ALIGNMENT PIN
CL OF LIFTING LUGS
SEE S-502
GUIDE BAR, TYP
OF TRASH RACK
SYMM ABOUT CL
END GUIDE SHOE
OUTSIDE FACE OF
END GUIDE SHOE
OUTSIDE FACE OF
SHOE
END GUIDE
SHOE
END GUIDE
5" X 1/2"
BEARING BAR
S I
D
P O
W E
R H
O U
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
S-101
J D
P .1
-5 -6 /1
S T
E V
E N R
M
IL
E S P .E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
B J
A H
A N
G
IR
I, P .E
P O
R T
L A
N D
O R
E G
O N
P O
R T
L A
N D D
IS
T R
IC
T
J O
H N D
A Y L
O C
K A
N D D
A M
T R
A S
H R
A C
K R
E P
L A
C E
M E
P .1
S -1
X X
X .d g n
NOTES:
N
SCALE: 1/2" = 1'-0"
PLAN
F L
O W
F L
O W
FLOW FLOW
SCALE: 1/2" = 1'-0"
ELEVATION - FULL SIDE VIEW
5/16
5/16
TYP
C O
L U
M B
IA
R
IV
E R
H Y
D R
O E
L E
C T
R
IC
D
E S
IG
N C
E N
T
S
T O
L T P .E
2. WRAP ALL WELDS
1. SEE GENERAL NOTES ON SHEET S-001
C O
N T
R O
L D
IM
E N
S
IO
N S
IN
T
A K
E T
R A
S H R
A
K
H A
R P
O
N
B
/2
S-401
D
S-501
F
S-501
B
S-501
S-401
S-401
A
S-501
S-501
A
S-501
A
S-401
H
S-501
DETAIL
SCALE: 1 1/2"=1'-0"
A
SECTION
SCALE: 1/2"=1'-0"
B
SECTION
SCALE: 1/2"=1'-0"
1'-7 13/16 "
1/2 "
BEARING BAR
20.46
END GUIDE SHOE
BAR
BEARING
EDGE OF
BAR 4" X 2"
9" X 1/2"
TIE BAR
TOP WEB PL
BEARING BAR
BAR 4" X 1/2"
BAR 4" X 2"
SEE S-502
TYP 2 PLCS,
GUIDE BAR,
BAR 4" X 2"
/8
SEE S-502
ALIGNMENT PIN SHEAR PL,
ALIGNMENT PIN, SEE S-501
BAR 4" X 2"
BAR 4" X 3/8"
DIAPHRAGM PL
TYP 2 PLCS, SEE S-502
ALIGNMENT PIN GUSSET,
/4
1 1/8 " TYPR
DIAPHRAGM PL
IN BOTTOM CENTER
ALIGNMENT SLOT ONLY
BAR 4" X 2" X 1"
BAR 4" X 2" X 1"
SEE S-502
ALIGNMENT GUIDE,
BAR 4" X 2"BAR 4" X 2"
12" TALL SLOT
3 7/8 " WIDE BY
3 1/8 "
1 9/16 "
FOR ALIGNMENT PIN
SLOT DIAPHRAGM
BAR 4" X 2"
TYP 2 PLCS, SEE S-502
ALIGNMENT PIN GUSSET,
BAR 4" X 3/8"
BAR 4" X 3/8"
BAR 4" X 2"
ALIGNMENT PIN, SEE S-502
1'- 3/8 "
/8
ALIGNMENT PIN SHEAR PL,
6"
1'-6 1/8 " 2 3/4 "
/2
/2
/8
1"
5 1/2 "
BAR 4" X 2"
END WEB PL
9" X 1/2"
TIE BAR
GUIDE BAR
LIFTING PIN
BAR 4" X 1/2"
BEARING
20.46°
1'-2 7/8 "
/2
1'-8"
BAR 4" X 2", TYP
TRASH BAR
SEE S-502
LIFTING LUG
PL, SEE S-502
STIFFENER
LIFTING LUG
2"
ANGLED TIE BAR
9" X 1/2", TYP
ANGLED TIE BAR
5/16
TYP
NOTES:
5/16
3/16
5/16
TYP
1/4
1/4
TYP
3/8
CJP
5/16
5/16
TYP
3/8
3/8
TYP
5/16
5/16
TYP
3/16
3/16
1/4
1/4
TYP
1/4
3/16
3/16
5/16
5/16 TYP
SIDES,
BOTH
5/16
TYP
2. WRAP ALL WELDS.
1. SEE GENERAL NOTES ON SHEET S-001.
5/16
5/16
TYP
4 SIDES
CJP
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
C H
E C
K E
D B
Y
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
H N D
A Y L
O C
K A
N D D
A M
T R
A S
H R
A C
K R
E P
L A
C E
M E
N T
P O
W E
R H
O U
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
P O
R T
L A
N D D
IS
T R
IC
T
J D
P .1
S -4
X X
X .d g n
E N
L A
R G
E D V
IE
W S
S-401
C O
L U
M B
IA
R
IV
E R
A N
S I
D
J D
P .1
-5 -6 /3
B J
A H
A N
G
IR
I, P .E
B S
T O
L T P .E
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
FLOW
FLOW
FLOW
FLOW
E5
S-101
E1
S-101
E9
S-101
C1
S-101
E V
E N R
M
IL
E S P .E
P
H A
R P
O
N
B
/2
D
F
H
D
SECTION
SCALE: 1 1/2"=1'-0"
F
SECTION
SCALE: 1 1/2"=1'-0" 3
SECTION
SCALE: 1 1/2"=1'-0"
H
SECTION
SCALE: 1 1/2"=1'-0"
SECTION
SCALE: 1 1/2"=1'-0"
A
SECTION
SCALE: 1 1/2"=1'-0"
ELEVATION
SCALE: 1 1/2"=1'-0"
2"R
1"R
1/2 "
2"R
1'-6 1/8 "
5 1/2 "
/8
/8
/8
DIAPHRAGM PL
BAR 4" X 3/8"
4" X 2" FLG
WEB PL
BAR 4" X 3/8"
DIAPHRAGM
TYP 4" X 2" FLG
TYP BAR 4" X 3/8"
TYP BAR 4" X 3/8"
TYP WEB PL
TYP DIAPHRAGM PL
TYP DIAPHRAGM PL
50 PLCS
3" X 1/2"
TYP TRASH BAR
3"
4" X 2" FLG, TYP
TRASH BAR
3" x 1/2"
4 1/2 " 4 1/2 "
1'-6 1/8 "
/8
/8
4" X 2" FLG
4" X 2" FLG BEARING BAR
END WEB PL
TRASH BAR, TYP
SEE S-502
STIFFENER PL
ACCESS HOLE
/8
SHOE
GUIDE
END
END WEB PL
BEARING BAR
S-502
SEE DETAIL ON
END GUIDE SHOE
BAR 4" X 2" X 1"
BOTTOM BEARING
BAR 4" X 2" X 1"
BAR 4" X 2"BAR 4" X 2"
STIFFENER PL
ACCESS HOLE
WEB PL
BAR 4" X 2" X 1"
WEB PL
END
TOP WEB PLBEARING BAR
TYP
BAR,
GUIDE
SHOE
GUIDE
END
4" X 2" FLG
4" X 2" FLG
LUG PL
FOR LIFTING
SLOT CUTOUT
TYP
BAR,
TRASH FOR CLARITY
NOT SHOWN
LIFTING LUG
NOTES:
3/16
3/16
TYP
1/4
TYP
1/4
TYP
3/16
TYP
3/8" WEB PLATE
1/4
TYP
5/16
5/16
TYP
3/16
3/16
TYP
2. WRAP ALL WELDS
1. SEE GENERAL NOTES ON SHEET S-001
3/16 TYP
SIDES,
BOTH
1/4
TYP
1/4
1/4 TYP
ENDS,
SEAL
1/4
1/4
TYP
CJP
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
C H
E C
K E
D B
Y
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
S I
D
P O
W E
R H
O U
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
S-501
J D
P .1
-5 -6 /4
S T
E V
E N R
M
IL
E S P .E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
B J
A H
A N
G
IR
I, P .E
P O
R T
L A
N D
O R
E G
O N
P O
R T
L A
N D D
IS
T R
IC
T
J O
H N D
A Y L
O C
K A
N D D
A M
T R
A S
H R
A C
K R
E P
L A
C E
M E
P .1
S -5
X X
X .d g n
C O
L U
M B
IA
R
IV
E R
H Y
D R
O E
L E
C T
R
IC
D
E S
IG
N C
E N
T
S
T O
L T P .E
D E
T A
IL
S V
IE
W S
C1
S-101
G8
S-101
D2
S-101
C9
S-101
D7
S-101
B3
S-101
FLOW
FLOW
F L
O W
C9
S-003
F L
O W
D5
S-101
P
H A
R P
O
N
B
/2
S-501
DETAIL
SCALE: 3"=1'-0"
DETAIL
SCALE: 3"=1'-0"
F
DETAIL - LIFTING LUG ACCESS
SCALE: 3"=1'-0"
TYP 2 PLCS
DETAIL
SCALE: 3"=1'-0"
G
DETAIL - ACCESS HOLE STIFFENER PLATE
SCALE: 3"=1'-0"
TYP 4 PLCS
D
SECTION
SCALE: 3"=1'-0"
A
SECTION
SCALE: 3"=1'-0"
H
DETAIL - SLOT CUTOUTS FOR LIFTING LUG PL
TYP 2 PLCS
/2
/4
6"
/2
90°
3 1/2 "
1/2 "
1 1/2 "
1'-8"
/2
/2
/1
3/4 "
1'-8"
/4
5"
/2
1/2 "
1/2 "
5 1/2 "
7"
3/4 " PL 3/4 " PL
/1
/1
/4
2 3/4 "
/8
/2
/2
/8
4"
/8
1 7/8 "
2 15/16 "
1" PL1" PL
3 3/8 "
/8
1 1/4 "
1'-8"
/2
3/4 "
/1
30°
/8
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
C H
E C
K E
D B
Y
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
O
1/2 "R
1/2 "R
WEB PL
3/4 "R
3"R
TYP 4 PLCS
3/4" PL,
LIFTING PIN
TYP 2 PLCS
1" PL,
1 1/2 "R
SYMM ABOUT CL
TOP WEB PL
2 1/2 "
LIFTING PIN
SYMM ABOUT CL
TOP WEB PL
3/4 "R
H N D
A Y L
O C
K A
N D D
A M
T R
A S
H R
A C
K R
E P
L A
C E
M E
N T
P O
W E
R H
O U
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
P O
R T
L A
N D D
IS
T R
IC
T
J D
P .1
S -5
X X
X .d g n
S-502
C O
L U
M B
IA
R
IV
E R
A N
S I
D
J D
P .1
-5 -6 /5
B J
A H
A N
G
IR
I, P .E
B S
T O
L T P .E
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
FLOW
F L
O
NOTES:
SCALE: NOT TO SCALE
LIFTING LUG ISOMETRIC
D E
T A
IL
S P
A R
T S S
U B
S Y
S T
E M
S
SCALE: 3" = 1'-0"
4 REQUIRED
END GUIDE SHOE
3/8
3/8
TYP
SCALE: 3" = 1'-0"
2 REQUIRED
LIFTING LUG DETAIL
SCALE: 3" = 1'-0"
4 REQUIRED
LIFTING LUG STIFFENER PLATE DETAIL
SCALE: 3" = 1'-0"
2 REQUIRED
GUIDE BAR DETAIL
SCALE: 3" = 1'-0"
1 REQUIRED
ALIGNMENT GUIDE DETAIL
SCALE: 3" = 1'-0"
1 REQUIRED
ALIGNMENT PIN DETAIL
SCALE: 3" = 1'-0"
ALIGNMENT PIN SHEAR PLATE DETAIL
3 1 /8
7"
1/4
2. WRAP ALL WELDS
1. SEE GENERAL NOTES ON SHEET S-001
SCALE: 3" = 1'-0"
4 REQUIRED
STIFFENER PLATE DETAIL
ACCESS HOLE
S T
E V
E N R
M
IL
E S P .E
SCALE: 3" = 1'-0"
2 REQUIRED
ALIGNMENT PIN GUSSET DETAIL
5/16
5/16
P
H A
R P
O
N
B
/2
TYP
NO REINFORCEMENT FILLET
A
S-502
B
S-502
C
S-502
A
SECTION
SCALE: 3"=1'-0"
B
SECTION
SCALE: 3"=1'-0"
C
SECTION
| 11. JDP1.113_100%SUBMITTAL_02162021.pdf |
| JDP1.113_G-001XXX |
| JDP1.113_G-002XXX |
| JDP1.113_G-003XXX |
| JDP1.113_S-001XXX |
| JDP1.113_S-002XXX |
| JDP1.113_S-003XXX |
| JDP1.113_S-101XXX |
| JDP1.113_S-401XXX |
| JDP1.113_S-501XXX |
| JDP1.113_S-502XXX |
| 2021-02-26T10:46:55-0800 | |
| MILES.STEVEN.ROBERT.1031191196 |
| 2021-02-25T16:14:04-0800 | |
| SAWKA.MARK.J.1229184926 |
| 2021-03-01T16:46:39-0800 | |
| WELLS.ELIZABETH.ROGER.1387647755 |
| 2021-03-09T08:35:14-0800 | |
| HELTON.MICHAEL.DON.1131216021 |
File details come from the government source that posted it. Updated .