HLD1.106-ADVERTISE-STRUCTURAL.pdf
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DRAWING PLOT SIZE: ANSI F
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IDENTIFICATION
SHEET
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R of Engineers
US Army Corps
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Sheet NameSHEET NAME:G2ECDJTH BY USERNAME:DATE AND TIME PLOTTED: 7/15/2015 9:34:54 AM
SHEET OF
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� BRIDGE & DAM AXIS
S49°54'W
10'-0"10'-0"
N
R
IG
H T A
B U
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E N
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L E F T A
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20'-0" ROADWAY
EL 1509.33
EL 1522.00
EL 1548.75
EL 1552.00
EL 1548.00
EL 1495.50
B
R
ID
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S-001
S T
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U R
A L N
O T
E S A
N D
GATE NO. 1
42'-0"
GATE NO. 2
42'-0"
GATE NO. 3
42'-0"
F L
O W
FLOW
G E
C D
G H
S W
N -1
-R -0
ACCESS.
CONTRACTOR SHALL RECOGNIZE THE RESTRICTED WORKING AREA ON THE DECK AT EL. 1212' WHICH MAY LIMIT CRANE AND STORAGE 3.1
LOADS AND MOBILE CRANE LOADS.
SEE SPECIFICATION 01 10 10.00 25 FOR BRIDGE DECK LOADING (EL. 1212') REQUIREMENTS AND SUBMITTAL'S. THIS INCLUDES STORAGE 3.0
SPECIFICATION 01 11 00.00 25.
ALL QUANTITIES INDICATED ON STRUCTURAL SHEETS ARE FOR 1 GATE. SEE SPECIFICATIONS FOR REQUIRED NUMBER OF GATES REFERENCE 2.3
- WIND = 60 PSF- I = 1.0 KLF (REPRESENTING DEBRIS LOAD)
- WAVE = 2.5' OF ADDITIONAL HEAD- Q3 = 280.5 KIPS TOTAL
- EQ PGA = 0.05* GRAVITY FOR 144 YR RETURN PERIOD- Q1 = Q2 = 0
- RELIABILITY FACTOR ALPHA = 0.85- H3 = EL 1513'
- TRUNNION FRICTION COEFFICIENT, mu=0.3- H2 = EL 1541'
- SIDE SEAL FRICTION COEFFICIENT, mu=0.5- H1 = EL 1543'
THE DESIGN RETROFIT OF THESE TAINTER GATES IS PER ETL 1110-2-584 (2014 EDITION) WITH THE FOLLOWING LOAD CRITERIA:2.2
THE ESTIMATED DRY WEIGHT OF EACH EXISTING TAINTER GATE IS 165,000 LBS. 2.1
TAINTER GATE DESIGN DATA2.0
THE CORRECT MATERIAL.
TYPE II WITH A YIELD STRENGTH OF 32 KSI. SKIN PLATE IS LOW ALLOY A242 42 KSI YIELD STRENGTH. QUALIFYING WPS' MUST REFERENCE
THE CONTRACTOR MUST PROVIDE PQR'S AND WPS' IN ACCORDANCE WITH THE EXISTING STEEL. EXISTING GATE MATERIAL IS QQ-S-741 1.11
WELD SIZE PER AWS D1.5.
ALL WELDS SHALL BE WRAPPED USING THE REQUIRED FILLET WELDS SIZE SHOWN ON THE DRAWINGS, OR THE REQUIRED REINFORCING FILLET 1.10
WELD ACCESS HOLES ARE 2" R AND GROUND SMOOTH UNLESS OTHERWISE NOTED.1.9
AND MACHINERY BASES. ALL COMPONENTS OF THE STAFF GAGE MUST BE PAINTED WITH SYSTEM 23-D.
PAINTED WITH SYSTEM 3-A-Z. THESE COMPONENTS INCLUDE BUT ARE NOT LIMITED TO, WORK PLATFORMS, WIRE ROPE ACCESS PLATFORMS, SKIN PLATE SHALL BE PAINTED WITH SYSTEM 5-E-Z. ALL COMPONENTS ON THE DOWNSTREAM SIDE OF THE TAINTER GATE SHALL BE
PAINTING FOR TAINTER GATES SHALL CONFORM TO ALL REQUIREMENTS STATED IN SPECIFICATION 09 97 02.00 25. UPSTREAM SIDE OF 1.8
ADDED TO THE FIRST PAGE OF THE SHOP DRAWINGS AND SHALL BE PROVIDED FOR GOVERNMENT APPROVAL.
DRAWINGS SHALL BE PROVIDED IN LIST FORM IDENTIFYING WHICH SHOP DRAWING SHEET THE WELD IS LOCATED ON. THIS LIST SHALL BE
IDENTIFIED ON THE SHOP DRAWINGS AND CLOUDED FOR APPROVAL. ALL MISSING WELDS ADDED BY THE CONTRACTOR TO THE SHOP
ALL WELDS NOT SHOWN ON THE CONTRACT DRAWINGS SHOULD BE ASSUMED TO BE FRACTURE CRITICAL CJP WELDS, AND SHALL BE 1.7
FLAME CUTTING OR MACHINING. SHEARED EDGES IN PLATES GREATER THAN 5/8" ARE NOT ALLOWED.
ALL SHARP EDGES SHALL BE BROKEN TO A 1/16” RADIUS UNO. A SHARP EDGE IS DEFINED AS ANY EDGE THAT IS THE RESULT OF SHEARING, 1.6
PERMISSION FROM THE CONTRACTING OFFICER AND ENGINEER OF RECORD.
23.00 25 FOR PLATFORM CONNECTIONS. WELDING THAT IS NOT SHOWN ON THE PLANS WILL NOT BE PERMITTED EXCEPT BY WRITTEN
ALL STRUCTURAL WELDING SHALL CONFORM TO ALL REQUIREMENTS AS STATED IN 05 59 13.00 25 FOR GATE CONNECTIONS AND 05 05 1.5
TRUNNION HUBS SHALL BE ASTM A105. FOR ALL REQUIREMENTS SEE SPECIFICATION 05 59 13.00 25.1.4
FOR REQUIREMENTS SEE SPECIFICATION 05 59 13.00 25.
UNLESS OTHERWISE NOTED ALL STRUCTURAL STEEL USED IN FABRICATION OF THE TAINTER GATE REPAIRS SHALL BE ASTM A709 F2 GRD 50. 1.3
VARIANCES FOR GOVERNMENT APPROVAL.
ALL DIMENSIONS PRIOR TO BEGINNING FABRICATION AND SHALL DOCUMENT ALL VARIANCES IN SHOP DRAWINGS SHOWING CLOUDED
ALL DIMENSIONS, DISTANCES AND ANGLES SHOWN ARE PER THE ORIGINAL CONTRACT DRAWINGS. THE CONTRACTOR SHALL FIELD VERIFY 1.2
TIME OF BID. REFERENCE SPECIFICATIONS 05 59 13.00 25 FOR FURTHER INFORMATION.
AISC CERTIFIED PLANT, CATEGORY (ABR) OR MAJOR BRIDGE/INTERMEDIATE (IBR) BRIDGES WITH FRACTURE CRITICAL ENDORSEMENT AT THE
SHOP FABRICATOR SHALL BE A CERTIFIED FABRICATOR WHO PARTICIPATES IN THE AISC CERTIFICATION PROGRAM AND IS DESIGNATED AN 1.1
STRUCTURAL STEEL1.0
STRUCTURAL GENERAL NOTES
H A
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SCALE: 3/32" = 1'-0"
SPILLWAY DAM - PLAN
SCALE: NTS
SPILLWAY DAM - ISOMETRIC
S-001
A
S-001
A
SCALE: 3/32" = 1'-0"
VIEWSECTION
A
B
SHEET
IDENTIFICATION
1 2 3 4 5 6
E
US Army Corps of Engineers
SHEET OF
SC501
2 13
H I L L S
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PORTLAND DISTRICT
SCALE: NTS
ISOMETRIC VIEW
POINT B
POINT A
* ALL GATE REPAIRS SYM ABOUT CENTERLINE.
SURVEY PER SPECIFICATION 05 59 13.00 25.
CONTRACTOR PERFORMED CONTROL DIMENSION
UPSTREAM/DOWNSTREAM DIRECTION FROM THE
POINTS A,B,C, AND D SHALL BE ±1/8" IN THE
NOTE: MAXIMUM TOLERANCE AFTER REPAIR FOR
STIFFENER, TYP.
NEW LOWER RIB
STIFFENER, TYP.
NEW UPPER RIB
POINT D
FLANGE, TYPICAL FOR POINTS A THRU D.
POINT C, TOP OUTER MOST POINT ON
NEW TRUNNION HUB, TYP
NEW MAIN STRUT ASSEMBLIES
KEY:
PERFORMED UNDER THIS CONTRACT.
REHABILITATION WORK TO BE
SKIN PLATE
SIM
ABOUT
NEW TRUNNION HUB
NEW END FRAME
ASSEMBLIES
PRIOR TO WELDING END FRAME ARMS TO EXISTING GIRDERS ENSURE THE
TRUNNION HUB IS PROPERLY ALIGNED TO THE TRUNNION YOKES.
THIS MAY AFFECT THE FINAL LOCATION OF THE END FRAME ARM LOCATIONS
ON THE EXISTING GIRDERS. SEE M-521 AND M-522 FOR YOKE ALLIGNMENT.
SCALE: 3/16" = 1'-0"
PLAN VIEW
SCALE: 3/16" = 1'-0"
ELEVATION VIEW
3'-4
NEW RIB
STIFFINER
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IDENTIFICATION
SHEET
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US Army Corps
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Sheet NameSHEET NAME:G2ECDJTH BY USERNAME:DATE AND TIME PLOTTED: 7/15/2015 9:28:04 AM
SHEET OF
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SC505
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R2" TYP
R47'-11 5/16"
1/2" WEB PL
1/2" WEB PL
R47'-11 5/16"
1" X 6" X 9" PL
1" X 6" X 7" PL
" PL16/
1" X 6" X 5'-5
" PL2/
1" X 6" X 8
" PL16/
1" X 6" X 5'-5
" PL8/
1" X 6" X 8
"2/
4 "4/
8 "4/
2'-10
"2/
4 "4/
8 "4/
2'-10
4'-0"
2"2"
4'-0"
2" 2"
S T
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CJP;TYP
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8. ALL FILLET WELDS SHOWN ON THIS SHEET SHALL RECIEVE 100% VISUAL INSPECTIONS AND 100% MAGNETIC PARTICAL INSPECTIONS.
RADIOGRAPHIC INSPECTIONS.
7. ALL COMPLETE PENETRATION GROVE WELDS SHOWN ON THIS SHEET SHALL RECIEVE 100% VISUAL INSPECTIONS, 100% ULTRASONIC, AND 100%
6. ALL WELDING ON THIS SHEET MUST CONFORM TO AWS D1.5 AND SPECIFICATION SECTION 05 59 13.00 25.
5. FIELD VERIFY ALL DIMENSIONS AND CURVE FIT TO RIBS.
4. ALL PLATES SHALL BE ASTM A709 GRADE 50.
3. ALL WELDS SHALL BE FULLY WRAPPED.
2. SEE SHEET S-001 FOR GENERAL STRUCTURAL NOTES.
1. DETAILS SHOWN ARE FOR ONE SIDE. ALL REPAIRS SHOWN SHALL BE PERFORMED SYMMETRICALLY ABOUT GATE CENTERLINE.
NOTES:
/1
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SCALE: 1 1/2" = 1' - 0"
BOTTOM STIFFENER (FCM) (4) REQ'D PER GATE
SCALE: 1 1/2" = 1' - 0"
TOP STIFFENER (FCM) (4) REQ'D PER GATE
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US Army Corps
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Sheet NameSHEET NAME:G2ECDJTH BY USERNAME:DATE AND TIME PLOTTED: 7/14/2015 2:03:43 PM
SHEET OF
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SEE NOTE 2
PLAN VIEW - MACHINERY PLATFORM
"= 1'-0"4
3SCALE:
12" 6" 0 1' 2'
(PEIRS 2 AND 3)
W 8X2
W 8X28
W 10X45 W
X4
W8X28
W8X28
W8X28
W8X28
W8X28
W8X28
W
X
W10X45
1" x 9" x 11'-2" PL
1" x 9" x 11'-2" PL
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W10X45
C10X30
C
X
C
X
C10X30
C10X30
C10X30 W
X
W
X
W10X45 W10X45
"4 37 "32
31'-8
"8 12'-9
NEW TOE BOARD SEE NOTE 9
NEW HANDRAIL SEE NOTE 9
GUARDRAIL SUPPORT SEE NOTE 9
1" x 9" x 11'-2" PL1" x 9" x 11'-2" PL
PIER AND
EXISTING PLATFORM
" x
" x
" P
L
" x
" x
" P
L
2 1/2" x 12" x 3'-3 7/16" PL
"4 32'-73'-2""32
132'-5
ROOF SUPPORT SEE NOTE 10.
VIA CROSSOVER LADDER
ACCESS TO PLATFORM
G E
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CJP, TYP
W8x28
SEE NOTE 9
WELD ACCESS HOLE, TYP.
1/4
HOLES SEE NOTE 8
WELD ACCESS
10. CONTRACTOR DESIGNED ROOF SUPPORT LOCATIONS. REFERENCE SPECIFICATION SECION 13 34 19.00 25.
APPROVAL PRIOR TO FABRICATION.
9. DESIGN, FABRICATE, AND INSTALL NEW GUARD RAIL PER EM 385-1-1, SUBMIT TO THE GOVERNMENT ALL RELATED SHOP DRAWINGS FOR
8. ALL WELD ACCESS HOLES ON THIS SHEET ARE 1" RADIUS.
7. REMOVE EXISTING GUARDRAIL.
6. ALL GRATING PANELS TO BE ANCHORED WITH CLIPS OR HOLD DOWNS PER MANUFACTURER'S RECOMMENDATIONS.
5. ENSURE THAT ALL GRATING IS SUPPORTED PROPERLY AROUND CUT OUT AREAS.
4. INSTALL NEW 1" GRATING ON TOP OF THE MACHINERY PLATFORM AROUND ALL MECHANICAL PARTS.
SUBMIT SHOP DRAWINGS TO THE GOVERNMENT FOR APPROVAL PRIOR TO INSTALLATION.
3. CONTRACTOR TO DESIGN NEW GRATING FOR NEW MACHINERY PLATFORM AND WIRE ROPE INSPECTION PLATFORM PER EM 385-1-1 AND
2. ALL STRUCTURAL BEAMS SHALL BE FLUSH AT TOP ELEVATION.
1. MACHINERY PLATFORMS MUST BE FABRICATED IN ACCORDANCE WITH AWS D1.1 AND SECTION 05 05 23.00 25.
NOTES:
W10x45
W8X28
LINE SHAFT SEE SHT M-512
DRUM SHAFT BEARING SEE SHT M-501
R E
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3/8
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C
C
SCALE: 3" = 1' - 0"
SECTION
B
SC-507
D
SCALE: 1 1/2" = 1' - 0"
DETAIL
A
SCALE: 3/4" = 1' - 0"
DOWNSTREAM ELEVATION VIEW- MACHINERY PLATFORM
B
SCALE: 3/4" = 1' - 0"
RIGHT ELEVATION VIEW - MACHINERY PLATFORM
A
SC-507
G
SC-507
H
SC-507
E
SC-507
F
SC507
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C O
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C T N
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IDENTIFICATION
SHEET
S C
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R of Engineers
US Army Corps
/1
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BORDER VERSION UPDATE [08-2013]
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Sheet NameSHEET NAME:G2ECDJTH BY USERNAME:DATE AND TIME PLOTTED: 7/14/2015 2:04:57 PM
SHEET OF
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SC507
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W10X45
W10X45
W10X45
SEE NOTE 1
WELD ACCESS HOLE
W10X45 C10X30
SEE NOTE 1
WELD ACCESS HOLE
C10X30
W10X45
W10X45
1" X 10" X 11'- 2" PL
MECHANICAL PEDESTAL SEE SHT M-XXX
SEE NOTE 1
WELD ACCESS HOLES
W10X45
C10X30
W10X45
M A
C H
IN
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Y P
L A
T F
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M D
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N -1
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1'-0"1'-0
1/4"ASTM A709 STEEL PLATE
NEW HANDRAIL
SEE NOTE 8
4'-0"
2'-0"
SEE NOTE 9
3/4" SCH. 40 PIPE TYP.
NOTE: CONTRACTOR DESIGNED; SEE NOTE 8
1/4
TYP
2'-0"
HANDRAIL
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385-1-1. SUBMIT TO THE GOVERNMENT ALL RELATED SHOP DRAWINGS PRIOR TO FABRICATION.
9. CONTRACTOR MUST DESIGN, FABRICATE, AND INSTALL GUARDRAIL FOR CROSSOVER LADDER PER EM
INCH PLATFORM, AND 4 RUNGS WITH A DUTY RATING OF 375 LBS.
8. CONTRACTOR DESIGNED CROSS OVER LADDER MUST HAVE A 48 INCH CLEAR HEIGHT, 24 INCH WIDTH, 24
7. ATTACH LIGHT SUPPORTS WITH 1/8 INCH FILLET WELDS.
6. LIGHT SUPPORTS, REFERENCE ELECTRICAL DRAWINGS E-501.
5. CONTRACTOR DESIGN ROOF FOR GEAR BOXES REFERENCE SPECIFICATION 13 34 19.00 25.
SUBMIT TO THE GOVERNMENT ALL RELATED SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION.
4. CONTRACTOR TO DESIGN, FABRICATE, AND INSTALL NEW GUARD RAILS (NOT SHOWN) PER EM 385-1-1,
3. THIS SHEET SHALL BE FABRICATED IN ACCORDANCE WITH SPECIFICATION SECTION 05 05 23.00 25.
2. WRAP ALL WELDS WITH SAME SIZE FILLET WELDS REQUIRED.
1. WELD ACCESS HOLES MUST BE ONE (1) INCH RADIUS.
NOTES:
/1
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SC-506
D
SCALE: 3"= 1' - 0"
SECTION
SC-506
E
SCALE: 6"= 1' - 0"
SECTION
SC-506
G
SCALE: 6"= 1' - 0"
SECTION
SC-506
F
SCALE: 6"= 1' - 0"
SECTION
SC-506
I
SCALE: 3" = 1' - 0"
DETAIL: LIGHT SUPPORTS ISO
SC-506
H
SCALE: 3/4" = 1' - 0"
CROSSOVER LADDER DETAILS TYP.
C
A
B
S O
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N N
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C K
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D E
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IG
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D A
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D B
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P L
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C A
L E
P L
O T D
A T
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C O
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R A
C T N
O
IDENTIFICATION
SHEET
S C
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IP
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N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
/1
/2
BORDER VERSION UPDATE [08-2013]
n w d \n w p \E
T D
S \C
A D
D -W o rk s p a c e s \N
W P \W o rk
S p a c e \p ro je c ts \L o c a l R e s o u rc e
D E
S
IG
N F
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E
Sheet NameSHEET NAME:G2ECDJTH BY USERNAME:DATE AND TIME PLOTTED: 7/14/2015 2:06:06 PM
SHEET OF
H L
D .1
S
C
X X
X .d
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
S I F
G E
C D J
L S C
R E
E K D
A M A
N D R
S V
R
M A
T T
H E
W D
H A
N S
O N P
E
J E
F F
R E
Y H
IC
K S
SC508
G E
C D
G H
S
PLATFORM AFTER DEMO
TO BE ATTACHED TO EXISTING
NEW MACHINERY PLATFORM
EL. . '
MACHINERY PLATFORM
TOP OF EXISTING
SEE NOTE 6.
CONTRACTOR DESIGNED HANDRAIL
OF EXISTING PLATFORM
MUST BE FLUSH WITH TOP
CONCRETE FILL OVER PIER
EXISTING CONCRETE PIER
W10X45
EXISTING W21X62
W10X45
EXISTING C6X8.2
C10X30
"4
EXISITING FABRICATED GIRDER
M A
C H
IN
E R
Y P
L A
T F
O R
M
W
N -1
-R -0
1/4
TYP
1/4
TYP
1/4
TYP
1/4
TYP
O
C T
Y P
1'-0" 1'-0"
3/16
TYP
1/4
TYP
1/4
TYP
1/4
TYP
1/4
TYP
" PLATE TYP2
1"R WELD ACCESS HOLE TYP
R E
H A
B
IL
IT
A T
IO
N S
P
IL
L W
A Y G
A
C10X30
SEE NOTE 6
WELD ACCESS HOLE
RADIUS.
6. ALL STIFFENER PLATES WELD ACCESS HOLES SHALL HAVE A ONE (1) INCH
APPROVAL PRIOR TO FABRICATION.
385-1-1, SUBMIT TO THE GOVERNMENT ALL RELATED SHOP DRAWINGS FOR
5. CONTRACTOR TO DESIGN, FABRICATE, AND INSTALL NEW GAURD RAIL PER EM
4. LOCATE EXISTING REBAR AND CONDUIT IN EXISTING PIER.
SPECIFICATION 05 59 13.00 25.
3. WELD NEW FRAME TO OLD FRAME ACCORDING TO D1.1 AWS D1.5. SEE
2. HOLD BACK WELDS FROM ENDS OF CHANNELS 1".
TO THE EXISTING PLATFORM BELOW.
1. ALL WELDS SHOWN ON THIS SHEET SIGNIFY THE NEW PLATFORM BEING WELDED
NOTES:
/1
/2
L A
Y O
U T
SCALE: 3/4" = 1' - 0"
ELEVATION VIEW: MECHANICAL PLATFORM ASSEMBLY
SCALE: 3/4" = 1' - 0"
PLAN VIEW: MECHANICAL PLATFORM ASSEMBLY
A
B
C
SC509
D
SC509
E
SC509
F
SC509
G
SC509
H
SC509
I
SC509
J
A
SCALE: 3" = 1' - 0"
SECTION
B
SCALE: 3" = 1' - 0"
SECTION
C
SCALE: 3" = 1' - 0"
SECTION
C
A
B
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D A
T E
F
IL
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B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
/1
/2
BORDER VERSION UPDATE [08-2013]
n w d \n w p \E
T D
S \C
A D
D -W o rk s p a c e s \N
W P \W o rk
S p a c e \p ro je c ts \L o c a l R e s o u rc e
D E
S
IG
N F
IL
E
Sheet NameSHEET NAME:G2ECDJTH BY USERNAME:DATE AND TIME PLOTTED: 7/14/2015 2:07:40 PM
SHEET OF
H L
D .1
S
C
X X
X .d
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
S I F
G E
C D J
L S C
R E
E K D
A M A
N D R
S V
R
M A
T T
H E
W D
H A
N S
O N P
E
J E
F F
R E
Y H
IC
K S
SC509
G E
C D
G H
S
EXISTING W21X62
W10X45
M A
C H
IN
E R
Y P
L A
T F
O R
M
W
N -1
-R -0
3/16
W10X45
C10X30
1/4
TYP
*SEE NOTE 7
STIFFENER
1'-0" 1'-6"
3"
1/4
TYP
TYP; SEE NOTE 7
" STIFFENER PLATE; 2
W10X45
� OF W10X45
SYMETRICAL
SEE NOTE 8
SEE NOTE 8
W10X45
C10X30
PLATFORM
MECHANICAL
EXISTING
SEE NOTE 9
WELD ACCESS HOLE
H A
B
IL
IT
A T
IO
N S
P
IL
L W
A Y G
A
11. SEAL WELD ALL FACES.
10. REMOVE PAINT PRIOR TO WELDING.
OTHERWISE.
9. ALL WELD ACCESS HOLES ON THIS SHEET SHALL HAVE A 2"R UNLESS NOTED
8. HILTI HDA-TF 37 M20X250/50 OR APPROVED EQUAL.
7. FOUR (4) STIFFENERS EQUALLY SPACED OVER LENGTH OF MECHANICAL SKID.
APPROVAL PRIOR TO FABRICATION.
385-1-1, SUBMIT TO THE GOVERNMENT ALL RELATED SHOP DRAWINGS FOR
6. CONTRACTOR TO DESIGN, FABRICATE, AND INSTALL NEW GAURD RAIL PER EM
SPACING IN THE FIELD.
9" EMBEDMENT IN EXISTING PIER. 12" SPACING ON THE EDGE, AND 18"
5. PROVIDE 3/4" DIA. ALL THREAD HOLLOW CORE SPIN LOC TYPE ANCHORS WITH
4. LOCATE EXISTING REBAR AND CONDUIT IN EXISTING PIER.
SPECIFICATION 05 59 13.00 25.
3. WELD NEW FRAME TO OLD FRAME ACCORDING TO D1.1 AWS D1.5. SEE
2. HOLD BACK WELDS FROM ENDS OF CHANNELS 1".
WELDING TO THE EXISTING PLATFORM BELOW.
1. ALL WELDS SHOWN ON THIS SHEET SIGNIFY THE NEW PLATFORM BEING
NOTES:
/1
/2
L A
Y O
U T D
E T
A
IL
S
10 13
SC508
D
SCALE: 3" = 1' - 0"
SECTION
SC508
E
SCALE: 3" = 1' - 0"
SECTION
SC508
F
SCALE: 3" = 1' - 0"
SECTION
SC508
G
SCALE: 3" = 1' - 0"
SECTION
SC508
H
SCALE: 3" = 1' - 0"
SECTION
SC508
I
SCALE: 3" = 1' - 0"
SECTION
J
SCALE: 3" = 1' - 0"
DETAIL
C
A
B
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
/1
/2
BORDER VERSION UPDATE [08-2013]
n w d \n w p \E
T D
S \C
A D
D -W o rk s p a c e s \N
W P \W o rk
S p a c e \p ro je c ts \L o c a l R e s o u rc e
D E
S
IG
N F
IL
E
Sheet NameSHEET NAME:G2ECDJTH BY USERNAME:DATE AND TIME PLOTTED: 7/14/2015 2:08:58 PM
SHEET OF
H L
D .1
S
C
X X
X .d
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
S I F
G E
C D J
L S C
R E
E K D
A M A
N D R
S V
R
M A
T T
H E
W D
H A
N S
O N P
E
J E
F F
R E
Y H
IC
K S
SC510
G E
C D
G H
S W
N -1
-R -0
3/16
5'-4" (EXISTING PLATFORM) 3'-0" (PLATFORM EXTENSION)
5'-0"
3'-6"
NEW GUARDRAILS SEE NOTE 7
CAGE LADDER SEE NOTE 8
C U T O
U T A
R
EA
CJP, TYP
"2
"2
"16 5L3X3X
1/4
TYP
SEE NOTE 9
H
A B
IL
IT
A T
IO
N S
P
IL
L W
A Y G
A
PLATFORM.
LOAD OF 200 POUNDS PER SQUARE FOOT ON THE WIRE ROPE ACCESS
AND SUBMIT FOR APPROVAL. CONNECTIONS BRACES MUST SUPPORT A LIVE
10. CONTRACTOR MUST DEISGN, FABRICATE, AND INSTALL CONNECTION DETAILS
ACCORDANCE WITH EM 385-1-1.
9. CONTRACTOR MUST DESIGN, FABRICATE, AND INSTALL SWING GATE IN
ACCORDANCE WITH OSHA AND EM 385-1-1.
DESIGN, FABRICATION, AND INSTALLATION OF THE CAGE LADDER IN
8. CONTRACTOR MUST SUBMIT SHOP DRAWINGS, FOR APPROVAL, FOR THE
APPROVAL PRIOR TO FABRICATION.
385-1-1, SUBMIT TO THE GOVERNMENT ALL RELATED SHOP DRAWINGS FOR
7. CONTRACTOR TO DESIGN, FABRICATE, AND INSTALL NEW GAURD RAIL PER EM
6. CONTRACTOR TO DEMO EXISTING GUARDRAIL.
MANUFACTURER'S RECOMMENDATIONS.
5. ALL GRATING PANELS TO BE ANCHORED WITH CLIPS OR HOLD DOWNS PER
AREAS.
4. ENSURE THAT ALL GRATING IS SUPPORTED PROPERLY AROUND CUT OUT
ROPE ACCESS.
3. CONTRACTOR MUST INSTALL NEW ONE (1) INCH GRATING ON TOP THE WIRE
09 97 03.00 25.
2. PRIME AND PAINT PLATFORM IN ACCORDANCE WITH SPECIFICATION SECTION
1. FABRICATE AND INSTALL PER AWS D.1.1.
NOTES:
SEE NOTE 10.
"4 1L3X3X
IR
E R
O P
E A
C C
E S
S P
L A
T F
O R
M
/1
/2
11 13
A
B
B
SCALE: 3" = 1' - 0"
SECTION
A
SCALE: 3" = 1' - 0"
SECTION
SCALE: 3" = 1' - 0"
DETAIL
SCALE: 1" = 1' - 0"
PLAN VIEW: WIRE ROPE ACCESS PLATFORM
SCALE: 1" = 1' - 0"
ELEVATION VIEW: WIRE ROPE ACCESS PLATFORM
SCALE: 1" = 1' - 0"
ELEVATION VIEW: WIRE ROPE ACCESS PLATFORM
C
A
B
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
/1
/2
BORDER VERSION UPDATE [08-2013]
n w d \n w p \E
T D
S \C
A D
D -W o rk s p a c e s \N
W P \W o rk
S p a c e \p ro je c ts \L o c a l R e s o u rc e
D E
S
IG
N F
IL
E
Sheet NameSHEET NAME:G2ECDJTH BY USERNAME:DATE AND TIME PLOTTED: 7/14/2015 2:10:04 PM
SHEET OF
REMOVED, SEE NOTE 4.
EXISTING GATE TO BE
SEE NOTE 1
GUARDRAIL TO BE REMOVED,
EXISTING MACHINERY PLATFORM
BE REMOVED, SEE NOTE 5
GUARDRAIL AND LADDER TO
EXISTING SERVICE PLATFORM
TO REMAIN, SEE NOTE 4
EXISTING PIER GUARDRAILS
TO BE REMOVED, SEE NOTE 2
EXISTING MACHINERY SUPPORTS
(MACHINERY AND GATE NOT SHOWN FOR CLARITY)
A E C
O N
T R
A C
T O
R N
A M
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
P O
R T
L A
N D D
IS
T R
IC
L
D .1
S
D
X X
X .d g n
W
N -1
-R -0
L S C
R E
E K D
A M A
N D R
S V
M
T T
H E
W D
H A
N S
O N P
E
A N
S I F
G E
C D J R
C
J E
F F
R E
Y H
IC
K S G E
C D
G H
S
IS
O
M E
T R
IC
M A
C H
IN
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L A
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O R
M D
E M
O L
IT
IO
SD101
:1
/1
/2
R E
H A
B
IL
IT
A T
IO
N S
P
IL
L W
A Y G
A T
E
PER EM 385-1-1. REFERENCE SC510.
5. WIRE ROPE PLATFORM SHALL BE EXTENDED AND NEW GUARDRAILS AND CAGE LADDER SHALL BE PROVIDED
LADDERS.
4. NEW SWING GATES SHALL BE PROVIDED FOR ACCESS TO THE MECHANICAL PLATFORM AND TO CAGE
NEW MACHINERY PLATFORMS PRIOR TO CONCRETE PLACEMENT AND ALLIGNED WITH THE NEW MACHINERY.
3. ALL EXISTING EMBEDdED CONDUITS TO THE EXISITNG MACHINERY SHALL BE EXTENDED UP THROUGH THE
PRIOR TO DEMO.
DRAWINGS SHALL BE NOTED BY THE CONTRACTOR IN AN RFI THAT WILL REQUIRE GOVERNMENT APPROVAL
2. ANY MICELLANEOUS ATTACHMENTS TO THE EXISTING PLATFORM WHICH ARE NOT SHOWN ON THESE
PRIOR TO FABRICATION.
GUARD RAIL PER EM 385-1-1, SUBMIT TO THE GOVERNMENT ALL RELATED SHOP DRAINGS FOR APPROVAL
1. GUARD RAILS AND LIGHT POLES TO BE REMOVED, CONTRACTOR TO DESIGN, FABRICATE, AND INSTALL NEW
NOTES:
12 13
SCALE: NTS
ISOMETRIC - EXISTING MACHINERY PLATFORM DEMOLITION
ISOMETRIC - TYPICAL TAINTER GATE DEMOLITION
SCALE: NTS
D
C
A
B
S O
LI
C
IT
A
TI
O
N N
O
FI
LE
N A
M E
D R
A W
N B
Y
C H
E C
K E
D B
Y
D E
S
IG
N E
D B
Y
D A
TE
FI
LE
N U
M B
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S
IZ
E
S U
B M
IT
TE
D B
Y
PL
O
T S
C A
LE
P
LO
T D
A
TE
C O
N
TR
A C
T N
O
SHEET
IDENTIFICATION
1 2 3 4 5 6
E
D E
S C
R
IP
TI
O
N M
A R
K D
A
TE
A P
P R
US Army Corps of Engineers ®
SHEET OF
BORDER VERSION UPDATE [06-2013]
SD102
13 13
H
IL
LS
C
R E
E K
D A
M A
N D
R S
V R
S P
IL
LW
A Y
TA
IN
TE
R
G A
TE
R
E H
A B
IL
IT
A
TI
O N
D E
M O
LI
TI
O N
TA
IN
TE
R
G A
TE
D
E
TA
IL
S
JE
FF
R E
Y H
IC
KS
/1
5/
G 2E
C D
JR
C
G 2E
C D
G H
S W
N -1
5- R
-0
M A
TT
H
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D . H
A N
S O
N , P
: 1
S I F
H
LD
1.
6_ S
D 1 0
2X X
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S
A R
M Y
C O
R P
S O
F E
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IN
E
ER
S
P O
R
TL
A N
D D
IS
TR
IC
T
P O
R
TL
AN
D
, O R
E G
O N
ARM ASSEMBLY
*NOTED ITEMS SHOWN DASHED TO BE DEMOLISHED
NOTES
1. SUBMIT ON THE "CONTROL DIMENSIONS" DRAWING ALL FIELD MEASUREMENTS
PRIOR TO ANY STEEL REMOVAL. SEE SPEC 05 59 13.00 25 FOR INFORMATION. SUBMIT
FOR APPROVAL IN ACCORDANCE WITH SUMMARY OF WORK THE TAINTER GATE
SUPPORT PLAN PRIOR TO ANY WORK.
2. ALL THERMAL CUTS SHALL BE PERFORMED IN ACCORDANCE WITH AWS D1.5.
3. ALL CUTS SHALL BE MADE A 3 16" OR LONGER THEN GROUND FLUSH
AND SMOOTH. MAGNETIC PARTICLE TEST PER AWS D1.5 ALL AREAS AROUND WHERE EXISTING
MEMBERS ARE REMOVED UNDER CONTRACT DEMOLITION, SUBMIT RESULTS.
4. SEE SPEC. SECTION 05 59 13.00 25 FOR NEW STEEL REQUIREMENTS.
5. REFER TO SPECS SECTION 09 97 02.00 25 REGARDING THE ABATEMENT OF LEAD PAINT.
6. REFERENCE IMR TEST REPORT FOR CHEMICAL ANALYSIS PER ASTM E415-08 (OES).
GUIDE SHOES
| S001 |
| SC501 |
| SC502 |
| SC503 |
| SC504 |
| SC505 |
| SC506 |
| SC507 |
| SC508 |
| SC509 |
| SC510 |
| SD101 |
| SD102 |
File details come from the government source that posted it. Updated .