H.08.01_Amended Sheet S-501 06232021.pdf

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S-501

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SCALE:3/4" = 1'-0"

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FENDER END TREATMENT

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C8 WALE

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SCALE:3/4" = 1'-0"

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FENDER SYSTEM

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EXIST. LOW STRENGTH CONC FILL AT CLOSURE

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FENDER ANCHOR RODS

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UPPER AND LOWER TIMBER WALES CONT AT LAST PILE TYP

AutoCAD SHX Text 1-1/4" 316 STAINLESS SHOULDER EYE BOLT, ASSEMBLE BEFORE ERECTION, TYP. RECESS TOP WALE 4" AT SHOULDER BOLT.

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(TYP UPPER AND LOWER WALES)

AutoCAD SHX Text A

AutoCAD SHX Text S101

AutoCAD SHX Text S501

AutoCAD SHX Text B

AutoCAD SHX Text S101

AutoCAD SHX Text S501

AutoCAD SHX Text 12"x12" CHOCK FIT TIGHT BETWEEN PILES

AutoCAD SHX Text 4"x10" BLOCKING

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THREADED RODS TYP SEE NOTES

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C PILE AT C TIE ROD (NOT SHOWN) TYP

AutoCAD SHX Text L

AutoCAD SHX Text L

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16" TIMBER PILE TYP

AutoCAD SHX Text 12"x12" TIMBER WALE SHIP LAP CONT AT PILES

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2-C8 X 18.75 WALES AT UPPER AND LOWER TIMBER WALES

AutoCAD SHX Text P "x3"x3" TYP BOTH ENDS ALL RODS12"x3"x3" TYP BOTH ENDS ALL RODS

AutoCAD SHX Text P "x20"x6" TYP BOTH CHANNELS12"x20"x6" TYP BOTH CHANNELS

AutoCAD SHX Text L

AutoCAD SHX Text L

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BOLTS @ 6'-0" OC TYP CENTERED BETWEEN SPLICE PLATES

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SCALE:3/4" = 1'-0"

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CLEAT SECTION

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AutoCAD SHX Text S101

AutoCAD SHX Text S501

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SCALE:3/4" = 1'-0"

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CLEAT PLAN

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(FENDER SYSTEM, SLAB REINFORCEMENT NOT SHOWN)

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AutoCAD SHX Text S101

AutoCAD SHX Text S501

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AutoCAD SHX Text 1.5

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TYP

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#4 HAIRPIN (HALF SCALE)

AutoCAD SHX Text 5"

AutoCAD SHX Text 20"

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AutoCAD SHX Text 24"

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CLEAT NOTES

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1. CLEATS SHALL BE RATED FOR A MINIMUM CLEATS SHALL BE RATED FOR A MINIMUM 10,000LB ALLOWABLE LOAD. CLEAT MATERIAL SHALL BE EITHER CAST ALUMINUM OR DUCTILE IRON. IF CLEAT DIMENSIONS DIFFER FROM THOSE SHOWN IN DETAIL E/S501, PROVIDE DIMENSIONS OF ALTERNATE CLEAT TO DESIGNER OF RECORD FOR REVIEW AND APPROVAL. 2. ANCHOR RODS FOR CLEATS TO BE ASTM ANCHOR RODS FOR CLEATS TO BE ASTM F1554 Gr105 OR ASTM A193 Gr B7, 5/8" DIAMETER, WITH F436 HARDENED WASHERS, AND NUTS TO MATCH BOLT GRADE. 3. ANCHOR RODS MUST BE CAST IN PLACE, NOT ANCHOR RODS MUST BE CAST IN PLACE, NOT POST INSTALLED. HAIRPIN TO BE LOCATED AS CLOSELY AS POSSIBLE TO ANCHOR RODS.

AutoCAD SHX Text 5/8 CHAIN WITH ANCHOR SHACKLE TYP, SEE SPECIFICATIONS. ADJUST FOR 2'-0" TOTAL SAG.

AutoCAD SHX Text SINGLE ROW ELASTOMERIC FENDER TYP SUSPENDED FROM UPPER TIMBER WALE SEE SPECIFICATIONS

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UPPER TIMBER WALE SHOWN THIS SIDE

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LOWER TIMBER WALE SHOWN THIS SIDE (ELASTOMERIC FENDER NOT SHOWN)

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ELASTOMERIC FENDER AND HARDWARE SEE A/S-501 TYP

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AB 5/8"MIN TYP

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SCALE:3" = 1'-0"

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CLEAT MINIMUM REQUIREMENTS

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AutoCAD SHX Text S501

AutoCAD SHX Text S501

AutoCAD SHX Text NOTE: CONTRACTOR TO PROVIDE CLEATS PER THE REQUIREMENTS SPECIFIED ABOVE. CONTRACTOR SUPPLIED CLEATS THAT DIFFER FROM SPECIFIED REQUIREMENTS SHALL BE SUBMITTED TO DESIGNER OF RECORD FOR REVIEW & APPROVAL.

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CLEAT PLAN

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CLEAT SECTION

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TYPICAL EXISTING SHEETPILE

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TYPICAL SHEET PILE PENETRATION

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REPAIR AREA - SEE NOTES

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SCALE:1" = 1'-0"

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SHEET PILE REPAIR AREA DETAIL

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AutoCAD SHX Text S501

AutoCAD SHX Text S501

AutoCAD SHX Text NOTE: 1. TORCH CUT REPAIR AREA AS SHOWN TORCH CUT REPAIR AREA AS SHOWN 2. PROVIDE A36 STEEL PATCH PLATE AT REPAIR AREA PROVIDE A36 STEEL PATCH PLATE AT REPAIR AREA 3. BEVEL WELD PATCH PLATE TO SHEET PILE BEVEL WELD PATCH PLATE TO SHEET PILE 4. PROVIDE TOUCH UP PAINT AS REQUIRED PROVIDE TOUCH UP PAINT AS REQUIRED 5. 40 REPAIR LOCATIONS (9"x9"x " THICK) MAY BE ASSUMED FOR 40 REPAIR LOCATIONS (9"x9"x " THICK) MAY BE ASSUMED FOR 38" THICK) MAY BE ASSUMED FOR ESTIMATION PURPOSES. ADDITIONAL REPAIR LOCATIONS MAY BE DISCOVERED AFTER FENDER SYSTEM REMOVAL.

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