01SHORE PILE LAYOUT PLAN Scale: …

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SHORE PILE LAYOUT PLAN Scale: 1:100
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PROPERTY LINE
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RETAINING WALL
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RETAINING WALL
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RETAINING WALL
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RETAINING WALL
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30480 WIDE ROAD KAZI NAZRUL ISLAM AVENUE
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NOTES: 1. NUMBER OF PILE: NUMBER OF PILE: TYPE P1 = APPROXIMATELY 374 NOS.(±)TYPE P2 = APPROXIMATELY 63 NOS.(±)2. P1 & P2 ARE TYPE OF PILE. SEE DETAILS AT DRAWING S-103. P1 & P2 ARE TYPE OF PILE. SEE DETAILS AT DRAWING S-103. PILE P2 TO BE DEMOLISHED AFTER CONSTRUCTION OF BASEMENT-01. 3. SEE THE FOLLOWING DRAWING FOR ITEMS NOTED: SEE THE FOLLOWING DRAWING FOR ITEMS NOTED: GENERAL NOTE S-001 S-001 DETAILS OF SHORE PILE S-103 S-103 DETAILS OF BRACING S-104 & S-105 S-104 & S-105
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500 SHORE PILE (TYPE, P1 TYPICAL) SPACED AT 650 C/C ±
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TIE BEAM TB1
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S-1
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S-601
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500 SHORE PILE (TYPE, P1 TYPICAL) SPACED AT 650 C/C ±
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500 SHORE PILE (TYPE, P1 TYPICAL) SPACED AT 650 C/C ±
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TIE BEAM TB1
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TIE BEAM TB1
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TIE BEAM TB1
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WALE (TYP)
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WALE
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MAT EDGE
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MAT EDGE
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MAT EDGE
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MAT EDGE
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MAT EDGE
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MAT EDGE
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MAT EDGE
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DIAGONAL STRUT (TYP)
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STRUT (TYP)
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JOINT B
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JOINT B
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JOINT B
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JOINT D
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JOINT B
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JOINT C
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JOINT A
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MAT EDGE
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LEGENDS: SHORE PILE A: ALONG CG OF STRUT SHORE PILE B: AT EQUAL SPACING IN BETWEEN SHORE PILE-A
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P1 P2

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TB1

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TOP OF SHORE PILE
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SEE DETAIL "Y" AT DWG. S-104
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(%%P0'-0")
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TOP OF MAT
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BASEMENT 03 LEVEL
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BASEMENT 02 LEVEL
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BASEMENT 01 LEVEL
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SEE DETAIL "Y" AT DWG. S-104
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STRUT-01
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STRUT-02
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TB1
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ROAD LEVEL
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DREDGE LEVEL
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1
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SEE DETAIL "Y" AT DWG. S-104
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STRUT-03
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WALE-01
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WALE-02
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WALE-03
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305 COMPACTEDCOMPACTED
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305 COMPACTEDCOMPACTED
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(-20100)
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1 OF 6-25 ST
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10 SPIRAL @ 150 C/C
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10 TIE @ 900 C/C
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305 COMPACTEDCOMPACTED
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305 COMPACTEDCOMPACTED
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1 OF 8-20 CONT.
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10 @ 150 C/C
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SHORE PILE
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1 OF 10-25 ST
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10 SPIRAL @ 150 C/C
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10 TIE @ 900 C/C
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(LOCAZILED SOIL IMPROVEMENT MAY BE NEEDED).
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NOTES FOR PILE P1, P2 & TB1: 1. 28 DAYS' CONCRETE COMPRESSIVE STRENGTH, f'c = 21 MPa. 28 DAYS' CONCRETE COMPRESSIVE STRENGTH, f'c = 21 MPa. 2. YIELD STRENGTH OF REBAR, fy = 415 MPa. YIELD STRENGTH OF REBAR, fy = 415 MPa. 3. LOAD DURING CONSTRUCTION OF BASEMENT SLABS SHOULD NO BE SUPPRTED ON BRACING 01, BRACING 02 & BRACING 03. LOAD DURING CONSTRUCTION OF BASEMENT SLABS SHOULD NO BE SUPPRTED ON BRACING 01, BRACING 02 & BRACING 03. 4. SHORE PILE PROVIDED FOR 12800mm EXCAVATION FROM ROAD LEVEL (DEPTH OF FOUNDATION HAS BEEN ARRIVED AT AS PER SHORE PILE PROVIDED FOR 12800mm EXCAVATION FROM ROAD LEVEL (DEPTH OF FOUNDATION HAS BEEN ARRIVED AT AS PER ARCHITECTURAL DRAWINGS DATED APRIL 18, 2015). 5. CLEAR COVER TO BE AS SHOWN ON DWG. CLEAR COVER TO BE AS SHOWN ON DWG. 6. TEMPORARY CASING LENGTH SHOULD NOT BE LESS THAN 4500mm. TEMPORARY CASING LENGTH SHOULD NOT BE LESS THAN 4500mm. 7. DRY METHOD BORING IS PREFERABLE, HOWEVER IF WET METHOD BORING IS UTILIZED THEN THE FOLLOWINGS SHOULD BE ENSURED. DRY METHOD BORING IS PREFERABLE, HOWEVER IF WET METHOD BORING IS UTILIZED THEN THE FOLLOWINGS SHOULD BE ENSURED. HOWEVER IF WET METHOD BORING IS UTILIZED THEN THE FOLLOWINGS SHOULD BE ENSURED. i THE BORE HOLES SHALL BE BORED BY APPROVED STANDARD METHOD USING BENTONITE SLURRY AS DRILLING FLUID. THE BORE HOLES SHALL BE BORED BY APPROVED STANDARD METHOD USING BENTONITE SLURRY AS DRILLING FLUID. ii ONCE THE BORE HOLE HAS BEEN DRILLED DOWN TO THE FINAL DEPTH FRESH SLURRY FROM RESERVE TANK SHALL BE ONCE THE BORE HOLE HAS BEEN DRILLED DOWN TO THE FINAL DEPTH FRESH SLURRY FROM RESERVE TANK SHALL BE PUMPED IN FOR 30 MINUTES. THE BORE HOLE SHOULD BE THOROUGHLY CLEANED AND ALL LOOSE SOIL FROM THE BASE HAS TO BE REMOVED. 8. NO DRILLING SHALL BE PERMITTED WITHIN A CLEAR DISTANCE OF 3000mm FROM FRESHLY CONCRETED PILE WITHIN 48 HOURS TIME.NO DRILLING SHALL BE PERMITTED WITHIN A CLEAR DISTANCE OF 3000mm FROM FRESHLY CONCRETED PILE WITHIN 48 HOURS TIME.
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CONSTRUCTION PROCEDURE OF BRACED EXCAVATION IS AS BELOW. 1. INSTALL SHORE PILES AND BRACING PILES AS PER STRUCTURAL DRAWINGS. INSTALL SHORE PILES AND BRACING PILES AS PER STRUCTURAL DRAWINGS. 2. PROCEED TO THE FIRST STAGE OF EXCAVATION. PROCEED TO THE FIRST STAGE OF EXCAVATION. 3. INSTALL WALES ABOVE THE EXCAVATION SURFACE, THEN INSTALL HORIZONTAL INSTALL WALES ABOVE THE EXCAVATION SURFACE, THEN INSTALL HORIZONTAL STRUTS AND HAVE THEM PRELOADED. 4. REPEAT PROCEDURES 2 AND 3 TILL THE DESIGNED DEPTH. REPEAT PROCEDURES 2 AND 3 TILL THE DESIGNED DEPTH. 5. BUILD THE FOUNDATION OF THE BUILDING. BUILD THE FOUNDATION OF THE BUILDING. 6. DEMOLISH THE STRUTS ABOVE THE FOUNDATION. DEMOLISH THE STRUTS ABOVE THE FOUNDATION. 7. CONSTRUCT BASEMENT SLABS. CONSTRUCT BASEMENT SLABS. 8. REPEAT PROCEDURES 6 AND 7 TILL THE CONSTRUCTION OF THE FLOOR SLABS REPEAT PROCEDURES 6 AND 7 TILL THE CONSTRUCTION OF THE FLOOR SLABS OF THE GROUND FLOOR IS COMPLETED.
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SHORE PILE
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SHORE PILE
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STRUT-01
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STRUT-01
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STRUT-01
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600X600X19, PLATE AT TOP & BOTTOM
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PILE REBAR THROUGH BOTTOM PLATE/ BOTTOM FLANGE STRUT, BEND AND WELD TO TOP OF BOTTOM PLATE/ BOTTOM FLANGE OF STRUT.
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BRACING PILE BELOW
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STRUT-01
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STRUT-02 & 03
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STRUT-02 & 03
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30mm MS PLATE
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500 BRACING PILE
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1 OF 6-M16 THREADED ROD (HIT-V/HAS-(E)) WITH WASHER CONFORMING TO EN ISO 4042 AND NUT CONFORMING STRENGTH CLASS 8, ISO 898-2
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BRACING PILE
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19
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600X600X19, BOTTOM PLATE
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600X600X19, TOP PLATE
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STRUT-01
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STRUT-01
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CONTINUOUS
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30mm MS PLATE (TYPICAL)
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TO BE FILL WITH CONCRETE
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STRUT-02 & 03
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STRUT-02 & 03
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1 OF 24-M16 THREADED ROD (HIT-V/HAS-(E)) WITH WASHER CONFORMING TO EN ISO 4042 AND NUT CONFORMING STRENGTH CLASS 8, ISO 898-2
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STRUT-02 & 03
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TYP.
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500 BRACING PILE
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125 TYP.
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1 OF 8-25
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10 @ 150 C/C
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BASEMENT 03 LEVEL
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BASEMENT 02 LEVEL
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DREDGE LEVEL
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2
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DETAIL 'A'
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STRUT-02
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TOP OF MAT
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LONG SECTION OF SHORE PILE
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SCALE: 1:25
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LONG SECTION OF BRACING PILE
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SCALE: 1:25
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SECTION
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SCALE: 1:10
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DETAILS
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CENTER TO CENTER SPACING OF SHORE PILE
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SECTION
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DETAILS OF TIE BEAM
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NOTES
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VIEW
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VIEW
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ELEVATION
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SCALE: 1:10

 · Web viewThe position of the proposed pile will be set out by survey team in accordance with approved pile layout plans and related construction drawings. The procedure for setting

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PILING LAYOUT FOUNDATION LAYOUT · 2021. 3. 15. · structural engineer. any pile outside the tolerance limits specified shall be clearly highlighted on the 'as-built' layout. Ø450mm

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