Charles Crawford, Jr. Council Seat No. 5Joan Holt Council Seat No. 6
City Manager
Completion: Date
Urban EngineeringEngineer
Contractor’s NameGeneral Contractor
Broaddus & AssociatesDel Sol ConsultingProgram Management
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SHEET PILE (AZ-26)
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SHIP CHANNEL
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HP 14X117 VERTICAL PILE (TYP)
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HP 14X117 WALE (TYP)
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14" STIFFENER PLATE (TYP)
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OF BATTERED PILE (HP 18X204)
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OF BATTERED PILE (HP 18X204)
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OF BATTERED PILE (HP 18X204)
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OF BATTERED PILE (HP 18X204)
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OF BATTERED PILE (HP 18X204)
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OF BATTERED PILE (HP 18X204)
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OF BATTERED PILE (HP 18X204)
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SHEET PILE (AZ-26)
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HP 18X204 BATTERED PILE @ 4'-0" (TYP)
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34" STEEL PLATE (GUSSET PLATE)
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14" STEEL PLATE (STIFFENER PLATE)
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HP 14X117 WALE
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HP 14X117 PILE @ 8'-0" (TYP)
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HP 14X117 PILE @ 8'-0" (TYP)
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HP 18X204 BATTERED PILE @ 4'-0"
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HP 14X117 WALE
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HP 14X117 WALE
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SHEET PILE (AZ-26)
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34" STEEL PLATE (GUSSET PLATE)
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516"
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516"
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516"
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14" STIFFENER PLATE
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ELEV. 9.50
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ELEV. 7.00
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HP 14X117 PILE @ 8'-0" (TYP)
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HP 14X117 WALE
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516"
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ELEV. 9.50
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ELEV. 7.00
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ELEV. 9.50
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ELEV. 7.00
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SHEET PILE (AZ-26)
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SHEET PILE (AZ-26)
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INSTALLATION STEPS: 1. INSTALL BATTERED PILES AT 30° WITH SPECIFIED EMBEDMENT.2. INSTALL VERTICAL PILES WITH SPECIFIED EMBEDMENT. 3. CONNECT WALE WITH VERTICAL PILE 4. CONNECT GUSSET PLATE WITH WALE AND BATTERED PILE. 5. INSTALL SHEETPILES WITH SPECIFIED EMBEDMENT AND BACKFILL WITH 8" TO 12" ROCK AS THE INSTALLATION PROGRESSES.
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ELEV. 9.50 ( LOAD CASE 2)
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ELEV. 7.00
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SHEET PILE (AZ-26)
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HP 14X117 PILE @ 8'-0" (TYP)
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ELEV. 0.50 (LOAD CASE 1)
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MUDLINE (-12.0 VARIES) MUST BE VERIFIED PRIOR TO CONSTRUCTION, ADDITIONAL ENGINEERING MAYBE REQUIRED IF MUDLINE DEPTH HAS INCREASED.
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USE 8" TO 12" ROCK TO BACKFILL TO ELEV. -5.00
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BATTERED PILE (HP 18X204) @ 4'-0"
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HP 14X117 WALE @ ELEV. 7.00
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NOTES: GENERAL 1. IF FIELD CONDITIONS ARE DIFFERENT THAN EXPECTED NOTIFY ENGINEER AS IF FIELD CONDITIONS ARE DIFFERENT THAN EXPECTED NOTIFY ENGINEER AS ADDITIONAL DESIGN MAY BE REQUIRED. WELDING 1. WELDING SHALL COMPLY WITH AWS D1.1. WELDING SHALL COMPLY WITH AWS D1.1. 2. ELECTRODES SHALL BE E70XX. ELECTRODES SHALL BE E70XX. STEEL 1) HOT ROLLED STEEL MEMBERS SHALL BE NEW OR IN USED GOOD CONDITION, HOT ROLLED STEEL MEMBERS SHALL BE NEW OR IN USED GOOD CONDITION, ASTM A572 OR A992, GRADE 50 2) AZ-26 OR EQUIVALENT AZ-26 OR EQUIVALENT (SECTION MODULUS (S)=48.4in³ MINIMUM) MINIMUM) 3) STEEL: 50 KSI YIELD STRENGTH STEEL: 50 KSI YIELD STRENGTH
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SEE DETAIL 1 & 2
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SEE DETAIL 3
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COATING: 1. COATING SHALL BE IN ACCORDANCE WITH NORSOK STANDARDS M-501 COATING SHALL BE IN ACCORDANCE WITH NORSOK STANDARDS M-501 -USE NORSOK SYSTEM 7A -COAT ALL STEEL MEMBERS, PLATES AND WELDS. -USE 4 MILS OF PPG SIGMAPRIME 200 SERIES EPOXY PRIMER. -USE 20 MILS OF PPG SIGMASHIELD 880 GF EPOXY COATING. -INSTALL PRIMER AND COATING PER MANUFACTURORS RECOMMENDATIONS.
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BACKFILL WITH NATIVE MATERIAL
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STEEL 1) HOT ROLLED STEEL MEMBERS SHALL BE NEW OR IN USED GOOD CONDITION, HOT ROLLED STEEL MEMBERS SHALL BE NEW OR IN USED GOOD CONDITION, ASTM A572 OR A992, GRADE 50 2) AZ-26 OR EQUIVALENT AZ-26 OR EQUIVALENT (SECTION MODULUS (S)=48.4in³ MINIMUM) MINIMUM) 3) STEEL: 50 KSI YIELD STRENGTH STEEL: 50 KSI YIELD STRENGTH