8/19/2019 AJKWA Shoreline Protection-U1

1/3

P .F IT REEPORT NDONESIA Affiliate of Freeport - McMoran Copper & Gold 

REFF. DWG. NO.: 

GENSUPT ARC-CVLSTR-MECHAPPROVAL BY :

GENSUPT ELECT & INSTAPPROVAL BY :

GENSUPT FIRE SUP SYS ENGAPPROVAL BY :

DEPARTMENT HEADAPPROVAL BY :

DRAWING TITLE

GENERAL LOWLAND

 AJKWA BRIDGE MP-34NEW BRIDGE PLATFORM &

EXISTING PIER PROTECTION

Project Engineer Approval :   Surya Tanjung   Date :   August 15 - 2008

Designed

Drawn

Checked

Approved

: SDT

: SDT

: SDT / FS

: FS

Date : Aug 15 - 2008

Date

Date

Date

: Aug 15 - 2008

: Aug 15 - 2008

: Aug 15 - 2008

DRAWING NUMBER

SCALE : AS SHOWN

REV.

 A3

CENTRAL SERVICES ENGINEERING

CSELast EditEdit DateFile Name

: BoE: August 15 - 2008:

Rev. No.

-

DATE

-

REVISION NOTES BY

SKETCH - 03

ISSUED FOR CONSTRUCTION

1 5 1 3 A 7 - X - 2 3 3 0 0 3

PIER-1

ABUTMENT-1

PIER-2   ABUTMENT-2

CONTAINERS

50 UNITS

BOULDERS

BOULDERS

CONTAINERS

36 UNITS

BOULDERS

ON EXISTING RIVER BEDSTACK BASED

CONTAINERS BASE

STACK BASED ON 2 METERS BELOW EXISTING RIVER BED

TOP OF CONTAINERSSHALL BE 1 METER  ABOVE CAISSON CAP’S LEVEL

RIVER’S

SHORELINES

RIVER’S

SHORELINES

CONTAINERS

50 UNITSTOP OF CONTAINERSSHALL BE 1 METER  ABOVE CAISSON CAP’S LEVEL

CONTAINER BASE

RIVER’S

SHORELINES

V I E W O F K K- S I D E V I E W O F T P R A- S I D E

 P L A N V I E W

7   M  E  T  E  R  S  E   X  P   A N  S I  O N  

STACK BASED ON 2 METERS BELOW EXISTING RIVER BED

PHASE-1

EXISTING DAM

BY 30 CONTAINERS

PILES

STRENGTHENING

PHASE-1

STEEL PIER

DOWNSTREAM SIDE

UC-250

BRACED SUPPORT

 PIERIMPROVEMENT 

B

CONTAINERS

36 UNITS

( PEAK FLOW PLAN )

PHASE-2 

PHASE-2 

 PLEAS E SEE SKETC H 04

FOR MORE OF CONTA INERSECTION & DETAIL

CONTAINERS NEEDFOR SHOREL INES :

 PHAS E-1 = 56 Containers PHAS E-2 = 30 Contai ners

DEADMEN  DEADMEN

8/19/2019 AJKWA Shoreline Protection-U1

2/3

P .F IT REEPORT NDONESIA Affiliate of Freeport - McMoran Copper & Gold 

REFF. DWG. NO.: 

GENSUPT ARC-CVLSTR-MECHAPPROVAL BY :

GENSUPT ELECT & INSTAPPROVAL BY :

GENSUPT FIRE SUP SYS ENGAPPROVAL BY :

DEPARTMENT HEADAPPROVAL BY :

DRAWING TITLE

GENERAL LOWLAND

 AJKWA BRIDGE MP-34NEW BRIDGE

PLATFORM PROTECTION

Project Engineer Approval :   Surya Tanjung   Date :

Designed

Drawn

Checked

Approved

: SDT

: SDT

: SDT / FS

: FS

Date :

Date

Date

Date

:

:

:

DRAWING NUMBER

SCALE : AS SHOWN

REV.

 A3

CENTRAL SERVICES ENGINEERING

CSELast EditEdit DateFile Name

: BoE::

Rev. No.

-

DATE

-

REVISION NOTES BY

SKETCH - 04

ISSUED FOR CONSTRUCTION

1 5 1 3 A 7 - X - 2 3 3 0 0 3

A

TYPICAL VIEWOF SHORELINE PROTECTION CONTAINERS

CONTAINERS BASE

BY RIVER'S EXISTING MATERIAL

A

RIVER BED

SOIL CUTTING SLOPE

450

SOIL BACKFILL

PLATFORM LEVEL

NORMALFLOW

PEAKFLOW

B

V IEW - A

SOIL CUTTING SLOPE

450

SOIL BACKFILL

BY EXISTING

PLATFORM LEVEL

NORMALFLOW

PEAKFLOW

SECTION - B SECTION - D

C

SECTION - C

D

BOULDERS

BOULDERS

MEDIUM SIZE

TOP COVER BY

REINFORCED CONCRETE

 PLEAS E SEE SKETCH 05FOR CONSTRUCTION

SEQUENCE

REBARS 32 MM

Use Surplus Material 

4EA-PIPE 4"-CS

SHEAR-LOCK

REBARS, 36MMUse Surplus Material,

3 EA on 1 Base Container 

CONCRETE

SPREADER

4EA-PIPE 4"-CS

CONCRETE

SPREADER

BOULDERS

TO BE CONTAINEDBY LAYERS

500

10001250

DEADMEN

3000

1250

DEADMEN

3000

8/19/2019 AJKWA Shoreline Protection-U1

3/3

P .F IT REEPORT NDONESIA Affiliate of Freeport - McMoran Copper & Gold 

REFF. DWG. NO.: 

GENSUPT ARC-CVLSTR-MECHAPPROVAL BY :

GENSUPT ELECT & INSTAPPROVAL BY :

GENSUPT FIRE SUP SYS ENGAPPROVAL BY :

DEPARTMENT HEADAPPROVAL BY :

DRAWING TITLE

GENERAL LOWLAND

 AJKWA BRIDGE MP-34NEW BRIDGE PLATFORM PROTECTION

- CONTAINER CONSTRUCTION SEQUENCE -

Project Engineer Approval :   Surya Tanjung   Date :

Designed

Drawn

Checked

Approved

: SDT

: SDT

: SDT / FS

: FS

Date :

Date

Date

Date

:

:

:

DRAWING NUMBER

SCALE : AS SHOWN

REV.

 A3

CENTRAL SERVICES ENGINEERING

CSELast EditEdit DateFile Name

: BoE::

Rev. No.

-

DATE

-

REVISION NOTES BY

SKETCH - 05

ISSUED FOR CONSTRUCTION

1 5 1 3 A 7 - X - 2 3 3 0 0 3

A

S TE P - 1O R IG IN A L CO N TA IN E R 2 0 'AP R X . W E IGH T IS 8 0 0 Kg

S TE P - 2 R EMO VE CE I L IN G

S TE P - 3MAKE R E B AR S H O L E S

S TE P - 4INSTALL REBARS THROUGH

T H E H O L E S O N B O T T O M & W A L LS

 9   H O L E S

5  

H   O   L  E  S  

S TE P - 5 P OUR CO NCR ETE O N B OTTO M

AP R X . W E IGH T IS 7 . 3 5 Tons

S TE P - 6I N STAL L UP - DR A IN P IP E

S TE P - 7 P UT BO ULDER SIN TO CO N TA IN ER

S TE P - 8INSTALL REBARS

TH R O UGH TH E H O L E SO N T O P

S TE P - 9 PO UR CON CR ETEU P T O T O P L E V E L

 C O N C  R E

 T E

 C O N C  R E T E

S TE P - 1 0MO DIF IE D CO N TA IN ER

AP R X . W E IGH T IS 70 Tons

       2      5      0

       2      5      0

CORNER CONNECTION

F I L L W I T HCONCRETES TE E L P IN S

5EA-Ø32

STEEL PLATEEX-CONTA INER

T O B E F I T O N S I T E

CONTA INER 'SSHEAR-LOCK REBARS

T O P V I E W   F R O N T V I E W

Ø3 2