railrodcorpo ka ra s t a i l o a n est1914
TRANSCRIPT
P.O. BOX 107500, ANCHORAGE, ALASKA 99510-7500
ENGINEERING SERVICESALASKA RAILROAD CORPORATION
AL
ASK
A R
A ILROAD CORPORA
TIO
N
EST. 1914
SEWARD PASSENGER DOCKPILE REPAIRSEWARD, AK
PROJECT :
TITLE:
AL
ASK
A
RAILROAD CORPO
RAT
ION
EST. 1914
SEWARD PASSENGER DOCKPILE REPAIR
AND SPECIFICATIONS
1 10
TITLE PAGE
P:\Engineering\ACAD\eng-projects\Seward\Seward Passenger Dock Repair\2018 Repairs\PILE REPAIR.dwg
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SPECIFICATIONS 1) MATERIALS A. STRUCTURAL STEEL 1. ALL STRUCTURAL PLATE SHALL BE ASTM A36. 2. ALL HP SECTIONS SHALL BE ASTM A572 GRADE 50. 3. ALL HSS TUBE SHALL BE ASTM A500 GRADE B. 4. ANCHOR RODS: ASTM F593, SS304 WITH F594 NUTS AND SS304 WASHERS. 5. BOLTS: ASTM F3125 GRADE A325, TYPE 1 6. NUTS: ASTM A563 7. WASHERS: ASTM F436 B. WELD ELECTRODES: WELD ELECTRODES SHALL BE COMPATIBLE WITH BASE METAL PROPERTIES AND HAVE A MINIMUM TENSILE STRENGTH OF 70,000 PSI. C. ANODES: ALL ANODES TO BE FLUSH MOUNT CONFIGURED ALUMINUM ALLOY IN CONFORMANCE WITH MILITARY SPECIFICATION MIL-A-24779 AS MANUFACTURED BY HARBOR ISLAND SUPPLY OR FARWEST CORROSION CONTROL SUPPLY COMPANY OR APPROVED EQUAL. 1. HARBOR: P-4424, 38 LBS ALUMINUM, 24 INCHES LONG OR 2. FARWEST: 29FM, 26 LBS ALUMINUM, 24 INCHES LONG 2) WELDING A. ALL WELDERS SHALL BE QUALIFIED FOR THE WELD PROCEDURE PER AWS D1.1. ALL WELDING SURFACES SHALL BE PREPARED PER SSPC-SP11; POWER-TOOL CLEANING TO BARE METAL. B. ALL WELD TESTING SHALL BE IN ACCORDANCE WITH AWS D1.1. 1. ALL FILLET WELDS SHALL BE 100% VISUALLY INSPECTED AND AT LEAST 25% MAGNETIC PARTICLE TESTED 1. ALL FILLET WELDS SHALL BE 100% VISUALLY INSPECTED AND AT LEAST 25% MAGNETIC PARTICLE TESTED BY A CERTIFIED WELD INSPECTOR. 3) DEMOLITION A. CONTRACTOR RESPONSIBLE FOR REMOVAL OF ANY MATERIAL FROM PREVIOUS REPAIRS THAT ARE IN CONFLICT WITH REPAIR WORK AND PROPERLY DISPOSE OF MATERIAL. B. CONTRACTOR RESPONSIBLE FOR PROPER DISPOSAL OF CORRODED PILES SECTIONS REMOVED FOR REPAIR. 4) SURFACE PREPARATION FOR PILE CLAMP REPAIR A. APPROXIMATELY 8 LINEAL FEET OF PILE SURFACES TO BE CLEANED AT EACH LOCATION (4 FEET TOP AND BOTTOM OF CENTERLINE OF SEVERE CORROSION). ALL RUST AND MARINE LIFE TO BE REMOVED FROM PILE FLANGES TO ASSURE GOOD CLAMPING SURFACE. SURFACES TO BE CLEANED BY UTILIZING MECHANICAL OR HIGH PRESSURE HIGH-VOLUME WATER JET BLASTING EQUIPMENT.
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DESIGNED BY:
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APPROVED BY:
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ACAD FILE:
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P.O. BOX 107500, ANCHORAGE, ALASKA 99510-7500
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ENGINEERING SERVICES
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ALASKA RAILROAD CORPORATION
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DJS/RJT
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DJS
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RJT
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AS NOTED
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7/23/18
XX
XX
X
XX
XX
X
TRANSIT BUILDING
AB
UT
ME
NT
29 PILES PER BENT 31 PILES PER BENT
AL A S KA
RA
IL
RO
AD
C
OR
PO
RATION
ES
T. 1
91
4
DOCK LAYOUT AND
PILE REPAIR LOCATIONS
A
PROJECT :
TITLE:
AL
ASK
A
RAILROAD CORPO
RAT
ION
EST. 1914
SEWARD PASSENGER DOCKPILE REPAIR
REPAIR LOCATIONS
2 10
DOCK LAYOUT AND
P:\Engineering\ACAD\eng-projects\Seward\Seward Passenger Dock Repair\2018 Repairs\PILE REPAIR.dwg
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BENT NUMBER, TYP
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PILE ROW NUMBER, TYP
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LEGEND H-PILE 2015 REPAIRS 2016 REPAIRS 2017 CAP-PILE SPLICE 2017 PILE SPLICE PILE TO BE CLEANED/INSPECTED NEW CAP-PILE SPLICE TYPE 1 REPAIR NEW CAP-PILE SPLICE TYPE 2 REPAIR NEW PILE SPLICE TYPE 3 REPAIR BATTER PILE BARGE FENDER PILE TIMBER FENDER PILE BOLLARD
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SHIP FENDER, TYP
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N.T.S.
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2
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DESIGNED BY:
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DWG NO.
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P.O. BOX 107500, ANCHORAGE, ALASKA 99510-7500
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ENGINEERING SERVICES
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ALASKA RAILROAD CORPORATION
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DJS/RJT
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DJS
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RJT
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AS NOTED
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7/23/18
6'-6"± A
LL O
TH
ER
P
ILE
S
EXISTING PILE
A
D
CAP-PILE SPLICE
TYPE 1 REPAIR
B
CAP-PILE SPLICE
TYPE 1 REPAIR
C
3"±G
AP
5'-4
1 2
"± B
EN
T 3, P
ILE
7 O
NLY
SECTION VIEW
D
P:\Engineering\ACAD\eng-projects\Seward\Seward Passenger Dock Repair\2018 Repairs\PILE REPAIR.dwg
PROJECT :
TITLE:
AL
ASK
A
RAILROAD CORPO
RAT
ION
EST. 1914
SEWARD PASSENGER DOCKPILE REPAIR
GENERAL DETAIL
3 10
CAP-PILE SPLICE TYPE 1 REPAIR
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GRIND PILE CUT-OFF FLUSH WITH CONCRETE CAP.
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REMOVE CORRODED SECTION OF PILE.
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1/2"=1'-0"
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3
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3
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3
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3
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p1
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p2
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ANCHOR WITH 78" x6" EMBED
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p4, TYP
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p4
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516"
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516"
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SIDE VIEW
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FRONT VIEW
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SIDE VIEW
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NEW HP14X89
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p4 TO p2
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p4 TO PILE, TYP
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p2
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p1
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CLEAN EXISTING STEEL WITH POWER TOOLS TO REMOVE SCALE AND RUST
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516"
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FIELD DRILL " HOLES 1516" HOLESTHROUGH FLANGE OF PILE
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516"
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p4 TO PILE
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CAP-PILE SPLICE TYPE 1 REPAIR TO BE PERFORMED AT THE FOLLOWING LOCATIONS: BENT 2, PILE 4 BENT 2, PILE 6 BENT 2, PILE 8 BENT 3, PILE 2 BENT 3, PILE 4 BENT 3, PILE 7
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p3 TO PILE CUT-OFF, TYP
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p3
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p1 TO p2
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38"
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3/4" = 1'-0"
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3
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p2
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p1
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p4,TYP
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p5
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NEW HP14X89
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P.O. BOX 107500, ANCHORAGE, ALASKA 99510-7500
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ENGINEERING SERVICES
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ALASKA RAILROAD CORPORATION
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DJS/RJT
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DJS
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RJT
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AS NOTED
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7/23/18
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NOTE: 1. HANDLING LUGS AND ANGLES CAN BE WELDED TO REPAIR MATERIALS AS NECESSARY. HANDLING LUGS AND ANGLES CAN BE WELDED TO REPAIR MATERIALS AS NECESSARY.
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INSTALLATION SEQUENCE 1. REMOVE ALL DOCK SURFACE LIVE LOADS AND BLOCK ACCESS A MINIMUM OF TWELVE (12) FEET TO EITHER SIDE (NORTH-SOUTH) OF THE PILE UNDER REPAIR, AND A MINIMUM OF 20 FEET TO EITHER SIDE ALONG THE PILE CAP (EAST-WEST). 2. REMOVE THE CORRODED PILE SEGMENT TO THE LENGTH DIRECTED BY ARRC REMOVE THE CORRODED PILE SEGMENT TO THE LENGTH DIRECTED BY ARRC ENSURING THAT THE BOTTOM CUT IS FLUSH AND SQUARE. 3. PREP AND CLEAN PILE CUT-OFF. PREP AND CLEAN PILE CUT-OFF. 4. INSTALL THE NEW PILE SEGMENT WITH TOP PLATE UP, LEAVING AN APPROXIMATE INSTALL THE NEW PILE SEGMENT WITH TOP PLATE UP, LEAVING AN APPROXIMATE THREE (3) INCH GAP AND TACK WELD TO PILE CUT-OFF. 5. WITH AID OF TIMBER BLOCKING AND LOW PROFILE HYDRAULIC JACK, POSITION WITH AID OF TIMBER BLOCKING AND LOW PROFILE HYDRAULIC JACK, POSITION p1&p2 UNDER CONCRETE CAP WITH CLOSE ATTENTION TO THE BOTTOM FIT TO THE CONCRETE CAP. 6. DRILL " HOLES INTO FLANGES OF NEW PILE SEGMENT AND LOOSELY ATTACH DRILL " HOLES INTO FLANGES OF NEW PILE SEGMENT AND LOOSELY ATTACH 1516" HOLES INTO FLANGES OF NEW PILE SEGMENT AND LOOSELY ATTACHp4 TO THE PILE SEGMENT. 7. USING A LOW PROFILE HYDRAULIC JACK, CAREFULLY CENTERED ON THE PILE USING A LOW PROFILE HYDRAULIC JACK, CAREFULLY CENTERED ON THE PILE SEGMENT, WITH AN ACCURATE PRESSURE GAUGE APPLY 5 TONS OF PRELOAD INTO THE PILE. 8. SLIDE p4 TO TIGHTLY CONTACT p2 AND TIGHTEN BOLTS. WELD p4 TO p2. SLIDE p4 TO TIGHTLY CONTACT p2 AND TIGHTEN BOLTS. WELD p4 TO p2. WELD p4 TO THE PILE SEGMENT. 9. WELD p1 TO p2. WELD p3 TO PILE CUT-OFF. WELD p1 TO p2. WELD p3 TO PILE CUT-OFF. 10. REMOVE JACK REMOVE JACK 11. DRILL HOLES AND INSTALL ANCHOR RODS MAKING SURE RODS ARE TIGHTENED DRILL HOLES AND INSTALL ANCHOR RODS MAKING SURE RODS ARE TIGHTENED AFTER EPOXY HAS CURED.
1'-6
"
2'-5
1
2
"
1'
2'-5
1
2
"
2" 2"
8"
10
"1'
1'-6"
1'-8
"
2'-4"
2'-4"
1'
8"
10
"
1'-8"
2" 8" 8" 2" 7" 7"
BENT PLATE p2
B
BENT PLATE p1
A
1'
6"
6"
1'-6"
10
"
8"5" 5"
SIDE PLATE p4
C
1
1 2
"
3"
6"
5'
8
1
2
"8
1
2
"
CAP-PILE SPLICE TYPE 1 REPAIR
PILE SEGMENT ASSEMBLY BENT 7, PILE 3
D
6'-1
"
6
1
2
" 6
1
2
"
8
1
2
"8
1
2
"
CAP-PILE SPLICE TYPE 1 REPAIR
PILE SEGMENT ASSEMBLY
E
6'-2
"
5'-1
"
PROJECT :
TITLE:
AL
ASK
A
RA ILROAD CORPO
RAT
ION
EST . 1914
SEWARD PASSENGER DOCKPILE REPAIR
PARTS DETAIL
4 10
CAP-PILE SPLICE TYPE 1 REPAIR
P:\Engineering\ACAD\eng-projects\Seward\Seward Passenger Dock Repair\2018 Repairs\PILE REPAIR.dwg
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1"R
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1"R
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4
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4
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1 " ,TYP116" ,TYP
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12" PLATE
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12" PLATE
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SLOTTED HOLE 1 "x3" (TYP)116"x3" (TYP)
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5/8" PLATE
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1 " ,TYP116" ,TYP
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12" STIFFENER
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STIFFENER TO PLATE
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14"
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BOTTOM VIEW
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EST. WEIGHT = 113 LBS
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EST. WEIGHT = 106 LBS
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EST. WEIGHT = 32 LBS
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p3-PL "x1'-4"x1'-4"58"x1'-4"x1'-4"
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516"
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p3 TO PILE
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4
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HP14X89
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EST. WEIGHT = 515 LBS
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p5 TO PILE
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14"
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p3-PL "x1'-4"x1'-4"58"x1'-4"x1'-4"
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p5-PL "x1'-1"x1'-1"12"x1'-1"x1'-1"
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516"
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p3 TO PILE
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SCALE:
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4
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HP14X89
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EST. WEIGHT = 611 LBS
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NOTE: ALL STRUCTURAL STEEL FOR REPAIR AT BENT 3, PILE 7 HAS BEEN PROCURED BY ARRC AND IS AVAILABLE AT THE JOB SITE.
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NOTE: PILE SEGMENT FOR ALL OTHER CAP-PILE SPLICE TYPE 1 REPAIRS.
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DESIGNED BY:
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P.O. BOX 107500, ANCHORAGE, ALASKA 99510-7500
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ENGINEERING SERVICES
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ALASKA RAILROAD CORPORATION
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DJS/RJT
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DJS
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RJT
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AS NOTED
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7/23/18
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MATERIAL SCHEDULE:
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ITEM
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DESCRIPTION
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NUMBER REQUIRED
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PILE SEGMENT
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HP 14x89
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5
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p1
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BENT PLATE
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5
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p2
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BENT PLATE
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5
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p3
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PLATE
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p4
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SIDE PLATE
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10
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p5
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TOP PLATE
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5
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THREADED ANCHOR ROD
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78" x 8" ASTM A593, SS304 WITH ASSOCIATED NUTAND WASHER
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40
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HIGH STRENGTH BOLTS
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78" x 212" ASTM F3125 GRADE A325 TYPE 1 WITH ASSOCIATED NUT AND WASHER.
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20
6'±
EXISTING PILE
A
D
CAP-PILE SPLICE
TYPE 2 REPAIR
B
CAP-PILE SPLICE
TYPE 2 REPAIR
C
3"±GAP,
SECTION VIEW
D
PROJECT :
TITLE:
AL
ASK
A
RAI LROAD CORPO
RAT
ION
EST. 1914
SEWARD PASSENGER DOCKPILE REPAIR
GENERAL DETAIL
5 10
CAP-PILE SPLICE TYPE 2 REPAIR
P:\Engineering\ACAD\eng-projects\Seward\Seward Passenger Dock Repair\2018 Repairs\PILE REPAIR.dwg
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GRIND PILE CUT-OFF FLUSH WITH CONCRETE CAP.
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REMOVE CORRODED SECTION OF PILE.
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5
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5
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5
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5
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p6
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p7
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ANCHOR WITH 78" x6" EMBED
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p8
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p7, p8 ON BACK SIDE
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516"
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516"
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SIDE VIEW
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FRONT VIEW
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SIDE VIEW
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NEW HP14X89
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p7&p8 TO p6
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p7&p8 TO PILE
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p6
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CLEAN EXISTING STEEL WITH POWER TOOLS TO REMOVE SCALE AND RUST
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516"
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FIELD DRILL " HOLES 1516" HOLESTHROUGH FLANGE OF PILE
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516"
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p7&p8 TO PILE
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CAP-PILE SPLICE TYPE 2 REPAIR TO BE PERFORMED AT THE FOLLOWING LOCATIONS: BENT 2, PILE 27 BENT 2, PILE 29 BENT 2, PILE 31
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p3
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p3 TO PILE CUT-OFF, TYP
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SCALE:
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5
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p6
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p8
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p7
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p5
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NEW HP14X89
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MECHANICAL ANCHORS PERMITTED IN CENTER HOLES ONLY FOR AID IN PLATE INSTALLATION. ALL OTHER ANCHORS SHALL BE THREADED ROD WITH EPOXY.
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ALTERNATIVE HOLES TO BE USED WERE REBAR INTERFERES WITH ANCHOR INSTALLATION. (8) ANCHORS REQUIRED PER REPAIR. ALL ABANDONED HOLES IN CONCRETE SHALL BE FILLED WITH EPOXY.
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ACAD FILE:
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P.O. BOX 107500, ANCHORAGE, ALASKA 99510-7500
AutoCAD SHX Text
ENGINEERING SERVICES
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ALASKA RAILROAD CORPORATION
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DJS/RJT
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DJS
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RJT
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AS NOTED
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7/23/18
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NOTE: 1. HANDLING LUGS AND ANGLES CAN BE WELDED TO REPAIR MATERIALS AS NECESSARY. HANDLING LUGS AND ANGLES CAN BE WELDED TO REPAIR MATERIALS AS NECESSARY.
AutoCAD SHX Text
INSTALLATION SEQUENCE 1. REMOVE ALL DOCK SURFACE LIVE LOADS AND BLOCK ACCESS A MINIMUM OF TWELVE (12) FEET TO EITHER SIDE (NORTH-SOUTH) OF THE PILE UNDER REPAIR, AND A MINIMUM OF 20 FEET TO EITHER SIDE ALONG THE PILE CAP (EAST-WEST). 2. REMOVE THE CORRODED PILE SEGMENT TO THE LENGTH DIRECTED BY ARRC REMOVE THE CORRODED PILE SEGMENT TO THE LENGTH DIRECTED BY ARRC ENSURING THAT THE BOTTOM CUT IS FLUSH AND SQUARE. 3. PREP AND CLEAN PILE CUT-OFF. PREP AND CLEAN PILE CUT-OFF. 4. INSTALL THE NEW PILE SEGMENT WITH TOP PLATE UP, LEAVING AN APPROXIMATE INSTALL THE NEW PILE SEGMENT WITH TOP PLATE UP, LEAVING AN APPROXIMATE THREE (3) INCH GAP AND TACK WELD TO PILE CUT-OFF. 5. WITH AID OF TIMBER BLOCKING AND LOW PROFILE HYDRAULIC JACK, POSITION p6 WITH AID OF TIMBER BLOCKING AND LOW PROFILE HYDRAULIC JACK, POSITION p6 UNDER CONCRETE CAP WITH CLOSE ATTENTION TO THE BOTTOM FIT TO THE CONCRETE CAP. 6. DRILL " HOLES INTO FLANGES OF NEW PILE SEGMENT AND LOOSELY ATTACH DRILL " HOLES INTO FLANGES OF NEW PILE SEGMENT AND LOOSELY ATTACH 1516" HOLES INTO FLANGES OF NEW PILE SEGMENT AND LOOSELY ATTACHp7 AND p8 TO THE PILE SEGMENT. 7. USING A LOW PROFILE HYDRAULIC JACK, CAREFULLY CENTERED ON THE PILE USING A LOW PROFILE HYDRAULIC JACK, CAREFULLY CENTERED ON THE PILE SEGMENT, WITH AN ACCURATE PRESSURE GAUGE APPLY 5 TONS OF PRELOAD INTO THE PILE. 8. SLIDE p7 AND p8 TO TIGHTLY CONTACT p6 AND TIGHTEN BOLTS. WELD p7 AND SLIDE p7 AND p8 TO TIGHTLY CONTACT p6 AND TIGHTEN BOLTS. WELD p7 AND p8 TO p6. WELD p7 AND p8 TO THE PILE SEGMENT. 9. WELD p3 TO PILE CUT-OFF. WELD p3 TO PILE CUT-OFF. 10. REMOVE JACK REMOVE JACK 11. DRILL HOLES AND INSTALL ANCHOR RODS MAKING SURE RODS ARE TIGHTENED DRILL HOLES AND INSTALL ANCHOR RODS MAKING SURE RODS ARE TIGHTENED AFTER EPOXY HAS CURED.
4" 3" 7"
2'-2"
2"
3@
8"=
2'
2'-4
"
CAP PLATE p6
A
1'-6"
10
"
8"5" 5"
SIDE PLATE p7
B
1
1 2
"
6" 1'-6"
10
"
8"5" 5"
SIDE PLATE p8
C
1
1 2
"
6"
6
1
2
" 6
1
2
"
8
1
2
"8
1
2
"
5'-7
1 2
"
5'-8
1 2
"
CAP-PILE SPLICE TYPE 2 REPAIR
PILE SEGMENT ASSEMBLY
D
PROJECT :
TITLE:
AL
ASK
A
RA ILROAD CORPO
RAT
ION
EST . 1914
SEWARD PASSENGER DOCKPILE REPAIR
PARTS DETAIL
6 10
CAP-PILE SPLICE TYPE 2 REPAIR
P:\Engineering\ACAD\eng-projects\Seward\Seward Passenger Dock Repair\2018 Repairs\PILE REPAIR.dwg
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SCALE:
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3/4" = 1'-0"
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6
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SLOTTED HOLE 1 "x3" (TYP)116"x3" (TYP)
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SCALE:
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3/4" = 1'-0"
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6
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5/8" PLATE
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12" STIFFENER
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STIFFENER TO PLATE
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14"
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FRONT VIEW
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SIDE VIEW
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EST. WEIGHT = 36 LBS
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SLOTTED HOLE 1 "x3" (TYP)116"x3" (TYP)
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SCALE:
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3/4" = 1'-0"
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6
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5/8" PLATE
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FRONT VIEW
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EST. WEIGHT = 32 LBS
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EST. WEIGHT = 103 LBS
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1 " ,TYP116" ,TYP
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p5 TO PILE
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14"
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p3-PL "x1'-4"x1'-4"58"x1'-4"x1'-4"
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p5-PL "x1'-1"x1'-1"12"x1'-1"x1'-1"
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516"
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p3 TO PILE
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HP14X89
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FRONT VIEW
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SIDE VIEW
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SCALE:
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1/2"=1'-0"
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6
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EST. WEIGHT = 570 LBS
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SCALE :
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DATE :
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DESIGNED BY:
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DRAWN BY:
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APPROVED BY:
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DWG NO.
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AFE NO.:
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OF
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CHECKED BY:
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ACAD FILE:
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P.O. BOX 107500, ANCHORAGE, ALASKA 99510-7500
AutoCAD SHX Text
ENGINEERING SERVICES
AutoCAD SHX Text
ALASKA RAILROAD CORPORATION
AutoCAD SHX Text
DJS/RJT
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DJS
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RJT
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AS NOTED
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7/23/18
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MATERIAL SCHEDULE:
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ITEM
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DESCRIPTION
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NUMBER REQUIRED
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PILE SEGMENT
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HP 14x89
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3
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p6
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CAP PLATE
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3
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p7
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SIDE PLATE
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3
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p8
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SIDE PLATE
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3
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p3
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PLATE
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3
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p5
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TOP PLATE
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3
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THREADED ANCHOR ROD
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78" x 8" ASTM A593, SS304 WITH ASSOCIATED NUTAND WASHER
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24
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HIGH STRENGTH BOLTS
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78" x 212" ASTM F3125 GRADE A325 TYPE 1 WITH ASSOCIATED NUT AND WASHER.
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12
EXISTING PILE
A
1'±
PILE SPLICE TYPE 3 REPAIR
B
6'
8
1
2
" 8
1
2
"
PILE SPLICE TYPE 3 REPAIR
PILE STUB ASSEMBLY
C
6'
5'-1
1"
PROJECT :
TITLE:
AL
ASK
A
RAI LROAD CORPO
RAT
ION
EST. 1914
SEWARD PASSENGER DOCKPILE REPAIR
GENERAL AND PARTS DETAIL
7 10
PILE SPLICE TYPE 3 REPAIR
P:\Engineering\ACAD\eng-projects\Seward\Seward Passenger Dock Repair\2018 Repairs\PILE REPAIR.dwg
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REMOVE CORRODED SECTION OF PILE.
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SCALE:
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1/2"=1'-0"
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7
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SCALE:
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1/2"=1'-0"
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7
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516"
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516"
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p3-PL "x1'-4"x1'-4" 58"x1'-4"x1'-4" (TYP OF 2)
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p3 TO PILE
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FRONT VIEW
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SIDE VIEW
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SCALE:
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1/2"=1'-0"
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7
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EST. WEIGHT = 536 LBS
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CLEAN EXISTING STEEL WITH POWER TOOLS TO REMOVE SCALE AND RUST, TYP
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BENT 2, PILE 25 BENT 3, PILE 25 BENT 3, PILE 27 BENT 3, PILE 29 BENT 3, PILE 31 BENT 4, PILE 2 BENT 4, PILE 7 BENT 4, PILE 25 BENT 4, PILE 27 BENT 4, PILE 29 BENT 5, PILE 2 BENT 5, PILE 5 BENT 5, PILE 8 BENT 5, PILE 24 BENT 5, PILE 26 BENT 5, PILE 29 BENT 5, PILE 31 BENT 6, PILE 1 BENT 6, PILE 2 BENT 6, PILE 3 BENT 6, PILE 5 BENT 6, PILE 7 BENT 7, PILE 1 BENT 7, PILE 2 BENT 7, PILE 3 BENT 7, PILE 5 BENT 7, PILE 7
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PILE SPLICE TYPE 3 REPAIR TO BE PERFORMED AT THE FOLLOWING LOCATIONS:
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p3 TO PILE CUT-OFF, TYP
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p3
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SCALE :
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DATE :
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DESIGNED BY:
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DRAWN BY:
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APPROVED BY:
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DWG NO.
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AFE NO.:
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OF
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CHECKED BY:
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ACAD FILE:
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P.O. BOX 107500, ANCHORAGE, ALASKA 99510-7500
AutoCAD SHX Text
ENGINEERING SERVICES
AutoCAD SHX Text
ALASKA RAILROAD CORPORATION
AutoCAD SHX Text
DJS/RJT
AutoCAD SHX Text
DJS
AutoCAD SHX Text
RJT
AutoCAD SHX Text
AS NOTED
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7/23/18
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NOTE: 1. HANDLING LUGS AND ANGLES CAN BE WELDED TO REPAIR MATERIALS AS NECESSARY. HANDLING LUGS AND ANGLES CAN BE WELDED TO REPAIR MATERIALS AS NECESSARY.
AutoCAD SHX Text
INSTALLATION SEQUENCE 1. REMOVE ALL DOCK SURFACE LIVE LOADS AND BLOCK ACCESS A MINIMUM OF TWELVE (12) FEET TO EITHER SIDE (NORTH-SOUTH) OF THE PILE UNDER REPAIR, AND A MINIMUM OF 20 FEET TO EITHER SIDE ALONG THE PILE CAP (EAST-WEST). 2. REMOVE THE CORRODED PILE SEGMENT TO THE LENGTH DIRECTED BY ARRC ENSURING THAT THE TOP AND BOTTOM CUTS ARE FLUSH AND SQUARE. 3. PREP AND CLEAN PILE CUT-OFFS. 4. INSTALL NEW PILE SEGMENT AND WELD p3 TO EXISTING PILE CUT-OFFS.
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ITEM
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DESCRIPTION
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NUMBER REQUIRED
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PILE SEGMENT
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HP 14x89
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27
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p3
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PLATE
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54
6'
PILE CLAMP
TYPE 4 REPAIR
A
TYPE 4 REPAIR
SECTION VIEW
B
C
3'
3'
1
3 4
"
1'-1
1
3 4
"1
'-1
1
3 4
"1
3 4
"
3'-1
1
1 2
"
4
1
8
"±
2'-0
3
4
"
4"
2
7
8
"
1'-1"
1
7 8
"
1
7
8
"
3 4
"
5
7
8
"
1
1
8
"
2
3 8
"
6"
1
1 2
"
3@
3
1 2
"=
10
1 2
"
1
1 2
"
1
1
2
"
1'-4
3
4
"
1
1
2
" 1'-9
3
4
"
3
1 4
"
2@
3
1 2
"=
7"
3
1 4
"
2'-0
3
4
"
1'-3
1
4
"
1'-1
1 2
"
1'-1
1 2
"
5
1
4
"
6"
4"4"
PILE CLAMP
(4) REQ'D PER PILE
D
WELD DETAIL AT
TOP FLANGE BLOCK
C
STIFFENER p9
(6) REQ'D PER CLAMP
E
4"
4"
2"
2"
PAD EYE p10
(2) REQ'D PER PILE
F
2
1 4
"
2
1
4
"
3
3
8
"
3
3 8
"
PROJECT :
TITLE:
AL
ASK
A
RA ILROAD CORPO
RAT
ION
EST . 1914
SEWARD PASSENGER DOCKPILE REPAIR
GENERAL AND CLAMP DETAIL
8 10
PILE CLAMP TYPE 4 REPAIR
P:\Engineering\ACAD\eng-projects\Seward\Seward Passenger Dock Repair\2018 Repairs\PILE REPAIR.dwg
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CLAMP, TYP
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CLAMP CHANNEL
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ANODE
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ANODE BAR
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TOP FLANGE BLOCK ASSEMBLY
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FLANGE BLOCK ASSEMBLY, TYP
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BOTTOM FLANGE BLOCK ASSEMBLY
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SIDE VIEW
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FRONT VIEW
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SIDE VIEW
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FRONT VIEW
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SCALE:
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1/2"=1'-0"
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8
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SCALE:
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1/2"=1'-0"
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8
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8
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CLAMP CHANNEL
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ANODE
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ANODE BAR
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CLAMP, TYP
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NOTE: ORIGINAL PILE SECTIONS ARE HP14X102 AND HP14X89. REPAIRS ARE IDENTICAL FOR BOTH SECTIONS.
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CENTERLINE OF CORROSION
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CENTERLINE OF CORROSION
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PAD EYE
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1 "R, TYP18"R, TYP
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1 "R, TYP18"R, TYP
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1 " , TYP18" , TYP
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SCALE:
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1 1/2"=1'-0"
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8
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FRONT VIEW
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SIDE VIEW
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SECTION VIEW
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NOTE: (16) 1" X7" BOLTS NEEDED PER PILE
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14"
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STIFFENER TO CLAMP, TYP
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14"
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STIFFENER p9, TYP
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ANODE BAR
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TOP FLANGE BLOCK ASSEMBLY
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14"
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14"
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SCALE:
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1"=1'-0"
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8
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PILE FLANGE
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1 "R18"R
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SCALE:
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1 1/2"=1'-0"
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8
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12" PLATE
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1 " 12"
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SCALE:
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1 1/2"=1'-0"
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8
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12" PLATE
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SCALE :
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DATE :
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DESIGNED BY:
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DRAWN BY:
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APPROVED BY:
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DWG NO.
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AFE NO.:
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OF
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CHECKED BY:
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ACAD FILE:
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P.O. BOX 107500, ANCHORAGE, ALASKA 99510-7500
AutoCAD SHX Text
ENGINEERING SERVICES
AutoCAD SHX Text
ALASKA RAILROAD CORPORATION
AutoCAD SHX Text
DJS/RJT
AutoCAD SHX Text
DJS
AutoCAD SHX Text
RJT
AutoCAD SHX Text
AS NOTED
AutoCAD SHX Text
7/23/18
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ITEM
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DESCRIPTION
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NUMBER REQUIRED
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CLAMP
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34" BENT PLATE
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4 PER PILE
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p9
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STIFFENER
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24 PER PILE
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p10
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PAD EYE
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2 PER PILE
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HIGH STRENGTH BOLT
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1" X7" ASTM F3125 GRADE A325, TYPE 1 WITHASSOCIATED NUT AND WASHERS
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16 PER PILE
3'-6" 1'-2"1'-2"
6'
1'-1
"
1'-5
3 4
"
2
3 8
"2
3 8
"
3'-6"
4"
1 2
"
1'-4
3 4
"
2
3
4
"
1'-5
3 4
"
4"
6'
TOP FLANGE BLOCK DETAIL
(1) REQ'D PER PILE
B
BOTTOM FLANGE BLOCK DETAIL
(1) REQ'D PER PILE
C
FLANGE BLOCK DETAIL
(6) REQ'D PER PILE
D
CLAMP CHANNEL
(2) REQ'D PER PILE
A
2"
3'-7"
3
1
2
"
ANODE ASSEMBLY
(1) REQ'D PER PILE
G
4"
4
3
4
"
5"
5"
2
3
4
"
6"
5"
4
3
4
"
4"
5"
5"
5"
1'-1
1
2
"
1'-1
1
2
"
1
5
8
"
3
4
" GAP
6"
5"
1'-1
1
2
"
1'-0
11
16
"±
10
"
FLANGE BLOCK ASSEMBLY
(4) REQ'D PER PILE
E
1'-3"1'-3"
1
2
"
3'-8"
1
2
"
1
2
"
3'-8"
1
2
"
3"
1'-0
3 8
"1
'-0
3 8
"
CLAMP ASSEMBLY
(2) REQ'D PER PILE
F
2'
PROJECT :
TITLE:
AL
ASK
A R
A ILROAD CORPORA
TIO
N
EST . 1914
SEWARD PASSENGER DOCKPILE SPLICE REPAIR
PARTS DETAIL
9 10
PILE CLAMP TYPE 4 REPAIR
P:\Engineering\ACAD\eng-projects\Seward\Seward Passenger Dock Repair\2018 Repairs\PILE REPAIR.dwg
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1"R, TYP
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34"R, TYP
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FRONT VIEW
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SIDE VIEW
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FRONT VIEW
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SIDE VIEW
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SCALE:
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1"=1'-0"
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9
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SCALE:
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1"=1'-0"
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9
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SCALE:
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1"=1'-0"
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9
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SCALE:
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1"=1'-0"
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9
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FRONT VIEW
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SIDE VIEW
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SECTION VIEW
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ANODE TO BAR, TYP
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18"
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SCALE:
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1"=1'-0"
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9
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12" ANODE BAR, b2
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14"
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14"
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HSS 5"X5"X "38"
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12" PLATE
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12" SQUARE BAR, b1
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BAR TO TUBE, TYP
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14"
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HSS 5"X5"X "38"
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HSS 5"X5"X "38"
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SCALE:
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1"=1'-0"
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9
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MEASURE AND CUT FINAL LENGTHS IN FIELD PRIOR TO WELDING
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316"
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TYP. AT ENDS
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316"
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1"
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1"
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CLAMP TO CHANNEL, TYP
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38"
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PAD EYE TO CLAMP
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14"
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FRONT VIEW
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SIDE VIEW
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SCALE:
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1"=1'-0"
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9
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MAKE (2) AS SHOWN MAKE (1) WITH TOP FLANGE BLOCK MAKE (1) WITH BOTTOM FLANGE BLOCK
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EST. WEIGHT = 400 LBS
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h1
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h1
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h1
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p11
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SCALE :
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DATE :
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DESIGNED BY:
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DRAWN BY:
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APPROVED BY:
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DWG NO.
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AFE NO.:
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OF
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CHECKED BY:
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ACAD FILE:
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P.O. BOX 107500, ANCHORAGE, ALASKA 99510-7500
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ENGINEERING SERVICES
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ALASKA RAILROAD CORPORATION
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DJS/RJT
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DJS
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RJT
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AS NOTED
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7/23/18
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ITEM
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DESCRIPTION
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NUMBER REQUIRED
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CLAMP CHANNEL
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12" BENT PLATE
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2 PER PILE
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h1
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HSS5"X5"X " FLANGE BLOCK38" FLANGE BLOCK
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6 PER PILE
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p11
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TOP FLANGE BLOCK PLATE
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1 PER PILE
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b1
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BOTTOM FLANGE BLOCK SQUARE BAR
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2 PER PILE
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b2
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ANODE BAR
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1 PER PILE
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ANODE
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ALUMINUM ANODE
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1 PER PILE
6'±
5
'
-
4
9
1
6
"
±
MISC. REPAIRS
A
PROJECT :
TITLE:
AL
ASK
A R
A ILROAD CORPORA
TIO
N
EST. 1914
SEWARD PASSENGER DOCKPILE SPLICE REPAIR
10 10
MISC. REPAIRS
P:\Engineering\ACAD\eng-projects\Seward\Seward Passenger Dock Repair\2018 Repairs\PILE REPAIR.dwg
AutoCAD SHX Text
EXISTING PIPING
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REMOVE SECTION OF SUPPORT ANGLE ATTACHED TO PILE SEGMENT
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WELD NEW L3"X3"X " 38" TO ADJACENT PILE AND SUPPORT ANGLE
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PILE TO BE REPAIRED
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RELOCATE OR TEMPORARY SUPPORT WALKWAY DURING REPAIR. WALKWAY TO BE RE-INSTALLED AFTER PILE REPAIR.
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REMOVE AND DISPOSE WALKWAY SUPPORT
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WELD NEW L3"X3"X " 38" WALKWAY SUPPORT AFTER PILE REPAIR.
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14"
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14"
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PILE 28
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PILE 29
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SCALE:
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N.T.S.
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10
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NOTE: 1. EXISTING PIPING RUNS BETWEEN PILES 28 AND 29. EXISTING PIPING RUNS BETWEEN PILES 28 AND 29. WALKWAY STARTS AT BENT 4 AND CONTINUES SOUTH BETWEEN PILES 28 AND 29. CONTRACTOR TO VERIFY DIMENSIONS IN THE FIELD. 2. EXISTING PIPING IS ABANDONED BUT HAS NOT BEEN MADE INERT. CONTRACTOR EXISTING PIPING IS ABANDONED BUT HAS NOT BEEN MADE INERT. CONTRACTOR TO TAKE CARE WHEN PERFORMING HOT WORK NEAR PIPE. 3. SUBSIDIARY TO PILE REPAIRS.SUBSIDIARY TO PILE REPAIRS.
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EXISTING PIPE SUPPORT ANGLE
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SCALE :
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DATE :
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DESIGNED BY:
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DRAWN BY:
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APPROVED BY:
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DWG NO.
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AFE NO.:
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OF
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CHECKED BY:
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ACAD FILE:
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P.O. BOX 107500, ANCHORAGE, ALASKA 99510-7500
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ENGINEERING SERVICES
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ALASKA RAILROAD CORPORATION
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DJS/RJT
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DJS
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RJT
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AS NOTED
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7/23/18