This document provides drawings and notes for pile foundation details. It includes 4 details showing reinforcement for prestressed concrete piles with spiral and straight steel. It notes the concrete grade for different elements, reinforcement bar grades, cover requirements, maximum pile load capacity, compaction requirements, and refers to other drawings for coordination. The client is Golden Chemical Renewable and the drawing is issued for construction by Mott MacDonald Limited.

1. Key to symbols
Description
Drawn
Date
Rev
Rev
Status
Drawing Number
Scale at A2
Eng check
Approved
Coordination
Dwg check
Drawn
Designed
Title
Notes
Client
Reference drawings
T
F
W
Golden Chemical Renewable
PT Energi Sejahtera Mas
Plaza-BII, Tower-I, 07th Floor
Jl. M H Thamrin 51
Jakarta, 10350
Indonesia
RNV BKP
NMW WB
ASP GDS
1:100 CON
312700-CCB-0014-01
A
Sequis Center
3rd Floor
Jalan Jenderal Sudirman Kav 71
Jakarta, 12190
Indonesia
+62 21 2526588
+62 21 2526592
www.mottmac.com
Mott MacDonald Limited
This document is issued for the party which commissioned it and for specific purposes connected with the captioned project only. It should not be relied upon by any other party or used for any other purpose.
We accept no responsibility for the consequences of this document being relied upon by any other party, or being used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied to us by other parties.
A 28.02.14 Nilesh Issued for Construction
1. CCA-0001-01-P1 General Notes
2. CCA-0002-01-P1 Typical Details of Columns, Footings, Beams, wall Foundation etc
Section B
-
1:20
24nos.-9Dia PC Bar
Spiral stirrups
Prestressing
steel bar
Spiral stirrups
Prestressing
steel bar
Full Butt weld
Steel band
150mm
End plate
Detail 3
-
1:10
-
4
Full Butt weld
9
End plate
1.5mm
16
16
Detail 4
-
1:10
100
C
L of pile
36000
length
of
Pile
Pile P2 from pile cut off lvl
75
( 12m+12m+12m )
Pile cut off lvl.
Well compacted earth
RCC pedestal
Varies
Average FGL
900
Reinforcement
Pilecap or beam
900
600
100
In-situ concrete
plug ( grade K300)
1.5mm M.S. Plate
as formwork
to receive in-situ
concrete plug
-
3
8nos.-D16
100 Thk lean concrete
Inner surface to be
roughened
D10 @150 c/c
M.S. shoe
1:20
B B
Reinforcement
5nos.-D16
Average FGL
75
Pile cut off lvl.
Varies
600
M.S. shoe
1:20
30000
length
of
Pile
450
Pilecap or beam
D10 @150 c/c
Pile P1 from pile cut off lvl
( 12m+12m+6m )
Well compacted earth
In-situ concrete
plug ( grade K300)
1.5mm M.S. Plate
as formwork
to receive in-situ
concrete plug
100 Thk lean concrete
Inner surface to be
roughened
350
70
-
1
A A
Full Butt weld
6
End plate
1.5mm
12
12
Detail 2
-
1:10
Spiral stirrups
Prestressing
steel bar
Full Butt weld
Steel band
150mm
End plate
Detail 1
-
1:10
-
2
10nos.-7.4Dia PC Bar
Spiral stirrups
Prestressing
steel bar
70
Section A
-
1:20
C
L of pile
RCC pedestal
4. Reinforcement shall be SD 40, Yield Point 390 N/mm2 for Deformed Bar &
6. Follow only written dimensions, do not measure dimensions
1. All dimensions are in millimeters and levels are in meters unless otherwise specified
3. Concrete grade for pilecap, footing, tie beam, pedestal & columns K300
5. Clear cover to main reinforcement for RC members shall be as below
a) Pilecap = 60mm
7. Layout dimension to be checked with arch. / Vender dwg if any ambiguity
is there, contact engineer in-charge prior to proceed
2. All concrete grade shall be machine mixed and machine vibrated
c) Columns, Pedestals = 50mm
8. Maximum load carrying capacity of pile: ( LRFD approach )
9. Compaction of earth below foundation / grade slab shall be up to 95%proctor density.
10. Inside filling and outside filling upto FGL shall be done simultaneously
11. For layout and exact location of brick wall refer arch.drg.
b) Horizontal = 94KN
235 N/mm2 for Plain bar
b) Foundation = 50mm (Bottom & Sides)
d) Beam = 40mm