6 & 30 segments 1 · riyadh metro project package 2 rev. date description app. date scales...

10
T.O.R. GROUND LEVEL E.L. T.O.R. 2 3 2 3 E.L. 1.000 1.000 T.O.R. 2 3 2 3 E.L. INFRASTRUCTURE AXIS INFRASTRUCTURE AXIS INFRASTRUCTURE AXIS PHASE III: - ERECTION OF THE LINING WALLS UNTIL TOP LEVEL AND POSITIONING OF THE WATERPROOFING MEMBRANE - COMPLETION OF THE STRUCTURE - BACKFILLING PHASE II: - AT EXCAVATION LEVEL, PREPARATION OF THE SURFACE (LEAN CONCRETE) - POSITIONING OF THE WATERPROOFING MEMBRANE ON THE EXTERNAL FACE OF BASE SLAB - REINFORCING OF THE BASE SLAB, INCLUDING THE STARTER BARS OF THE LINING WALLS AND POURING OF THE BASE SLAB PHASE I: - PREPARATION OF TRAFFIC MANAGEMENT AND WORKSITE AREA - PREPARATION OF THE WORKING LEVEL AT THE FORESEEN ELEVATION - EXCAVATION TO UNDERSIDE THE BOTTOM OF THE BASE SLAB PHASE I PHASE II PHASE III SEGMENTS 1 · 6 & 30 · BACKFILL BACKFILL NEW JERSEY LEAN CONCRETE BOTTOM SLAB LINING WALL LEAN CONCRETE BOTTOM SLAB STARTER BARS STARTER BARS WATERPROOFING PACKAGE WATERPROOFING PACKAGE GROUND LEVEL GROUND LEVEL M-ANM-3J1TU2-CTCC-EDR-200011 P1 1 10 M-ANM-3J1TU2-CTCC-EDR-200011 P1 1 10 UNDERGROUND SECTION 90% DETAILED DESIGN CUT AND COVER RAMP ON 3J2 SIDE CONSTRUCTION PROCESS OUTLINES APRIL 2016 1/100 1/200 2.5 5m P1 01.04.2016 INTRA AND INTER-DISCIPLINARY CHECKS (IDC) R.R.L. PROJECT RIYADH METRO PROJECT PACKAGE 2 REV. DATE DESCRIPTION APP. DATE SCALES DRAWING ALTERNATE DOCUMENT NUMBER 0 A1= A3= ORIGINAL SIZE A1 ARRIYADH NEW MOBILITY ANM DRAWING NUMBER REVISION SHEET of REVISION SHEET of ORIGINATOR CHECK REVIEW APPROVAL LINE 3 P.P.M. R.R.L. M.G.N. LINE 1 LINE 2 LINE 4 LINE 6 LINE 5 LINE 1 LINE 4 LINE 6 LINE 2 UNDERGROUND SECTION C&C RAMP ON 3J2 SIDE KEY PLAN LINE 3 LEGEND TOP OF RAIL T.O.R. EXCAVATION LEVEL E.L. NOTES: 1. DIMENSIONS IN METERS 2. NO CONSTRUCTION LOADS ARE ALLOWED ON THE GROUND LEVEL AT ANY TIME

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Page 1: 6 & 30 SEGMENTS 1 · riyadh metro project package 2 rev. date description app. date scales drawing alternate document number 0 a1= a3= original size a1 arriyadh new mobility anm drawing

T.O.R.

GROUND LEVEL

E.L.

T.O.R.

2

3

2

3

E.L.

1.000 1.000

T.O.R.

2

3

2

3

E.L.

IN

FR

AS

TR

UC

TU

RE

AX

IS

IN

FR

AS

TR

UC

TU

RE

AX

IS

IN

FR

AS

TR

UC

TU

RE

AX

IS

PHASE III:

- ERECTION OF THE LINING WALLS UNTIL TOP LEVEL AND POSITIONING OF

THE WATERPROOFING MEMBRANE

- COMPLETION OF THE STRUCTURE

- BACKFILLING

PHASE II:

- AT EXCAVATION LEVEL, PREPARATION OF THE SURFACE (LEAN CONCRETE)

- POSITIONING OF THE WATERPROOFING MEMBRANE ON THE EXTERNAL FACE

OF BASE SLAB

- REINFORCING OF THE BASE SLAB, INCLUDING THE STARTER BARS OF THE

LINING WALLS AND POURING OF THE BASE SLAB

PHASE I:

- PREPARATION OF TRAFFIC MANAGEMENT AND WORKSITE AREA

- PREPARATION OF THE WORKING LEVEL AT THE FORESEEN ELEVATION

- EXCAVATION TO UNDERSIDE THE BOTTOM OF THE BASE SLAB

PHASE I PHASE II

PHASE III

SEGMENTS 1 ÷ 6 & 30 ÷ 36

BACKFILL BACKFILL

NEW JERSEY

LEAN CONCRETE

BOTTOM SLAB

LINING WALL

LEAN CONCRETE

BOTTOM SLAB

STARTER BARS

STARTER BARS

WATERPROOFING

PACKAGE

WATERPROOFING

PACKAGE

GROUND LEVEL GROUND LEVEL

M-ANM-3J1TU2-CTCC-EDR-200011 P1

1 10

M-ANM-3J1TU2-CTCC-EDR-200011 P1

1 10

UNDERGROUND SECTION

90% DETAILED DESIGN

CUT AND COVER RAMP ON 3J2 SIDE

CONSTRUCTION PROCESS OUTLINES

APRIL 2016

1/100

1/200

2.5 5m

P1 01.04.2016

INTRA AND INTER-DISCIPLINARY CHECKS (IDC)

R.R.L.

PROJECT

RIYADH METRO PROJECT

PACKAGE 2

REV. DATE DESCRIPTION APP.

DATE SCALES

DRAWING

ALTERNATE DOCUMENT NUMBER

0

A1=

A3=

ORIGINAL SIZE A1

ARRIYADH NEW MOBILITY

ANM DRAWING NUMBER REVISION SHEET

of

REVISION SHEET

of

ORIGINATOR CHECK REVIEW APPROVAL

LINE 3

P.P.M. R.R.L.M.G.N.

LINE 1

LINE 2

LINE 4

LINE 6

LINE 5

LINE 1

LINE 4

LINE 6

LINE 2

UNDERGROUND SECTION

C&C RAMP ON 3J2 SIDE

KEY PLAN

LINE 3

LEGEND

TOP OF RAILT.O.R.

EXCAVATION LEVELE.L.

NOTES:

1. DIMENSIONS IN METERS

2. NO CONSTRUCTION LOADS ARE ALLOWED ON THE GROUND

LEVEL AT ANY TIME

Page 2: 6 & 30 SEGMENTS 1 · riyadh metro project package 2 rev. date description app. date scales drawing alternate document number 0 a1= a3= original size a1 arriyadh new mobility anm drawing

T.O.R.

GROUND LEVEL

E.L.

T.O.R.

GROUND LEVEL

2

3

2

3

E.L.

1.000 1.000

T.O.R.

GROUND LEVEL

2

3

2

3

E.L.

IN

FR

AS

TR

UC

TU

RE

AX

IS

IN

FR

AS

TR

UC

TU

RE

AX

IS

PHASE III:

- ERECTION OF THE LINING WALLS UNTIL TOP LEVEL INCLUDING THE

EXECUTION OF THE PERMANENT REINFORCED CONCRETE STRUTS

- POSITIONING OF THE WATERPROOFING MEMBRANE

- COMPLETION OF THE STRUCTURE

- BACKFILLING

PHASE II:

- AT EXCAVATION LEVEL, PREPARATION OF THE SURFACE (LEAN CONCRETE)

- POSITIONING OF THE WATERPROOFING MEMBRANE ON THE EXTERNAL FACE

OF THE BASE SLAB

- REINFORCING OF THE BASE SLAB, INCLUDING THE STARTER BARS OF THE

LINING WALLS AND POURING OF THE BASE SLAB

IN

FR

AS

TR

UC

TU

RE

AX

IS

SEGMENTS 7, 28 & 29

PHASE I

PHASE II PHASE III

PHASE I:

- PREPARATION OF TRAFFIC MANAGEMENT AND WORKSITE AREA

- PREPARATION OF THE WORKING LEVEL AT THE FORESEEN ELEVATION

- EXCAVATION TO UNDERSIDE THE BOTTOM OF THE BASE SLAB

BACKFILL

NEW JERSEY

LINING WALL

LEAN CONCRETE

BOTTOM SLAB

LEAN CONCRETE

BOTTOM SLAB

STARTER BARS

WATERPROOFING

PACKAGE

WATERPROOFING

PACKAGE

REINFORCED

CONCRETE STRUT

M-ANM-3J1TU2-CTCC-EDR-200011 P1

2 10

M-ANM-3J1TU2-CTCC-EDR-200011 P1

2 10

UNDERGROUND SECTION

90% DETAILED DESIGN

CUT AND COVER RAMP ON 3J2 SIDE

CONSTRUCTION PROCESS OUTLINES

APRIL 2016

1/100

1/200

2.5 5m

P1 01.04.2016

INTRA AND INTER-DISCIPLINARY CHECKS (IDC)

R.R.L.

PROJECT

RIYADH METRO PROJECT

PACKAGE 2

REV. DATE DESCRIPTION APP.

DATE SCALES

DRAWING

ALTERNATE DOCUMENT NUMBER

0

A1=

A3=

ORIGINAL SIZE A1

ARRIYADH NEW MOBILITY

ANM DRAWING NUMBER REVISION SHEET

of

REVISION SHEET

of

ORIGINATOR CHECK REVIEW APPROVAL

LINE 3

P.P.M. R.R.L.M.G.N.

LINE 1

LINE 2

LINE 4

LINE 6

LINE 5

LINE 1

LINE 4

LINE 6

LINE 2

UNDERGROUND SECTION

C&C RAMP ON 3J2 SIDE

KEY PLAN

LINE 3

NOTES:

1. DIMENSIONS IN METERS

2. NO CONSTRUCTION LOADS ARE ALLOWED ON THE GROUND

LEVEL AT ANY TIME

LEGEND

TOP OF RAILT.O.R.

EXCAVATION LEVELE.L.

Page 3: 6 & 30 SEGMENTS 1 · riyadh metro project package 2 rev. date description app. date scales drawing alternate document number 0 a1= a3= original size a1 arriyadh new mobility anm drawing

SEGMENTS 8 & 27

PHASE IIPHASE I

PHASE IVPHASE III

PHASE III:

- EXCAVATION TO UNDERSIDE THE BOTTOM OF THE EXISTING SEWAGE PIPE

- CONSTRUCTION OF THE SECOND MICROPILE WALL (NEAREST RETAINING

WALL)

IN

FR

AS

TR

UC

TU

RE

AX

IS

T.O.R.

CULVERT

SEWAGE

PIPE

GROUND LEVEL

E.L.

ANCHOR

MICROPILE

MICROPILE

PHASE II:

- EXCAVATION TO REACH THE DEPTH CORRESPONDING TO 50CM UNDER

THE FIRST ORDER OF ANCHORS

- INSTALLATION OF THE FIRST ORDER OF ANCHORS

IN

FR

AS

TR

UC

TU

RE

AX

IS

T.O.R.

CULVERT

SEWAGE

PIPE

GROUND LEVEL

E.L.

ANCHOR

MICROPILE

PHASE I:

- PREPARATION OF TRAFFIC MANAGEMENT AND WORKSITE AREA

- PREPARATION OF THE WORKING LEVEL AT THE FORESEEN ELEVATION

- CONSTRUCTION OF THE FIRST MICROPILE WALL

IN

FR

AS

TR

UC

TU

RE

AX

IS

T.O.R.

CULVERT

SEWAGE

PIPE

E.L.

MICROPILE

GROUND LEVEL

2

3

2

3

PHASE IV:

- EXCAVATION TO UNDERSIDE THE BOTTOM OF THE BASE SLAB

IN

FR

AS

TR

UC

TU

RE

AX

IS

T.O.R.

CULVERT

SEWAGE

PIPE

GROUND LEVEL

E.L.

ANCHOR

MICROPILE

MICROPILE

2

3

M-ANM-3J1TU2-CTCC-EDR-200011 P1

3 10

M-ANM-3J1TU2-CTCC-EDR-200011 P1

3 10

UNDERGROUND SECTION

90% DETAILED DESIGN

CUT AND COVER RAMP ON 3J2 SIDE

CONSTRUCTION PROCESS OUTLINES

APRIL 2016

1/200

1/400

5 10m

P1 01.04.2016

INTRA AND INTER-DISCIPLINARY CHECKS (IDC)

R.R.L.

PROJECT

RIYADH METRO PROJECT

PACKAGE 2

REV. DATE DESCRIPTION APP.

DATE SCALES

DRAWING

ALTERNATE DOCUMENT NUMBER

0

A1=

A3=

ORIGINAL SIZE A1

ARRIYADH NEW MOBILITY

ANM DRAWING NUMBER REVISION SHEET

of

REVISION SHEET

of

ORIGINATOR CHECK REVIEW APPROVAL

LINE 3

P.P.M. R.R.L.M.G.N.

LINE 1

LINE 2

LINE 4

LINE 6

LINE 5

LINE 1

LINE 4

LINE 6

LINE 2

UNDERGROUND SECTION

C&C RAMP ON 3J2 SIDE

KEY PLAN

LINE 3

NOTES:

1. DIMENSIONS IN METERS

2. NO CONSTRUCTION LOADS ARE ALLOWED ON THE GROUND

LEVEL AT ANY TIME

LEGEND

TOP OF RAILT.O.R.

EXCAVATION LEVELE.L.

Page 4: 6 & 30 SEGMENTS 1 · riyadh metro project package 2 rev. date description app. date scales drawing alternate document number 0 a1= a3= original size a1 arriyadh new mobility anm drawing

IN

FR

AS

TR

UC

TU

RE

AX

IS

IN

FR

AS

TR

UC

TU

RE

AX

IS

SEGMENTS 8 & 27

PHASE VIPHASE V

PHASE VI:PHASE V:

T.O.R.

CULVERT

SEWAGE

PIPE

GROUND LEVEL

BACKFILL

REINFORCED

CONCRETE STRUT

E.L.

LEAN

CONCRETE

BOTTOM SLAB

LINING WALL

ANCHOR

MICROPILE

MICROPILE

NEW JERSEY

WATERPROOFING

PACKAGE

PHASE VII

- COMPLETION OF THE STRUCTURE

- BACKFILLING

T.O.R.

CULVERT

SEWAGE

PIPE

GROUND LEVEL

REINFORCED

CONCRETE STRUT

E.L.

LEAN

CONCRETE

BOTTOM SLAB

ANCHOR

MICROPILE

MICROPILE

PHASE VII:

- ERECTION OF THE LINING WALLS UNTIL TOP LEVEL INCLUDING THE

EXECUTION OF THE PERMANENT REINFORCED CONCRETE STRUTS

- POSITIONING OF THE WATERPROOFING MEMBRANE

WATERPROOFING

PACKAGE

2

3

LINING WALL

- AT EXCAVATION LEVEL, PREPARATION OF THE SURFACE (LEAN

CONCRETE)

- POSITIONING OF THE WATERPROOFING MEMBRANE ON THE EXTERNAL

FACE OF BASE SLAB

- REINFORCING OF THE BASE SLAB, INCLUDING THE STARTER BARS OF THE

LINING WALLS AND POURING OF THE BASE SLAB

IN

FR

AS

TR

UC

TU

RE

AX

IS

T.O.R.

CULVERT

SEWAGE

PIPE

GROUND LEVEL

E.L.

LEAN

CONCRETE

BOTTOM SLAB

ANCHOR

MICROPILE

MICROPILE

STARTER

BARS

2

3

M-ANM-3J1TU2-CTCC-EDR-200011 P1

4 10

M-ANM-3J1TU2-CTCC-EDR-200011 P1

4 10

UNDERGROUND SECTION

90% DETAILED DESIGN

CUT AND COVER RAMP ON 3J2 SIDE

CONSTRUCTION PROCESS OUTLINES

APRIL 2016

1/200

1/400

5 10m

P1 01.04.2016

INTRA AND INTER-DISCIPLINARY CHECKS (IDC)

R.R.L.

PROJECT

RIYADH METRO PROJECT

PACKAGE 2

REV. DATE DESCRIPTION APP.

DATE SCALES

DRAWING

ALTERNATE DOCUMENT NUMBER

0

A1=

A3=

ORIGINAL SIZE A1

ARRIYADH NEW MOBILITY

ANM DRAWING NUMBER REVISION SHEET

of

REVISION SHEET

of

ORIGINATOR CHECK REVIEW APPROVAL

LINE 3

P.P.M. R.R.L.M.G.N.

LINE 1

LINE 2

LINE 4

LINE 6

LINE 5

LINE 1

LINE 4

LINE 6

LINE 2

UNDERGROUND SECTION

C&C RAMP ON 3J2 SIDE

KEY PLAN

LINE 3

NOTES:

1. DIMENSIONS IN METERS

2. NO CONSTRUCTION LOADS ARE ALLOWED ON THE GROUND

LEVEL AT ANY TIME

LEGEND

TOP OF RAILT.O.R.

EXCAVATION LEVELE.L.

Page 5: 6 & 30 SEGMENTS 1 · riyadh metro project package 2 rev. date description app. date scales drawing alternate document number 0 a1= a3= original size a1 arriyadh new mobility anm drawing

PHASE VIPHASE VPHASE IV

PHASE IIIPHASE I

SEGMENTS 9÷11 & 25÷26

PHASE II

IN

FR

AS

TR

UC

TU

RE

AX

IS

T.O.R.

CULVERT

ANCHOR

MICROPILE

GROUND LEVEL

E.L.

LEAN

CONCRETE

BOTTOM SLAB

LINING WALL

- ERECTION OF THE LINING WALLS

IN

FR

AS

TR

UC

TU

RE

AX

IS

T.O.R.

CULVERT

ANCHOR

GROUND LEVEL

E.L.

LEAN

CONCRETE

BOTTOM SLAB

PHASE VI:

- AT EXCAVATION LEVEL, PREPARATION OF THE SURFACE (LEAN

CONCRETE)

- POSITIONING OF THE WATERPROOFING MEMBRANE ON THE EXTERNAL

FACE OF BASE SLAB

- REINFORCING OF THE BASE SLAB, INCLUDING THE STARTER BARS OF THE

LINING WALLS AND POURING OF THE BASE SLAB

WATERPROOFING

PACKAGE

WATERPROOFING

PACKAGE

STARTER BARS

IN

FR

AS

TR

UC

TU

RE

AX

IS

T.O.R.

CULVERT

ANCHOR

GROUND LEVEL

E.L.

PHASE V:

- EXCAVATION TO UNDERSIDE THE BOTTOM OF THE BASE SLAB

PHASE IV:

IN

FR

AS

TR

UC

TU

RE

AX

IS

T.O.R.

CULVERT

ANCHOR

MICROPILE

GROUND LEVEL

E.L.

PHASE III:

- EXCAVATION TO UNDERSIDE THE BOTTOM OF THE EXISTING SEWAGE PIPE

- CONSTRUCTION OF THE SECOND MICROPILE WALL (NEAREST RETAINING

WALL)

IN

FR

AS

TR

UC

TU

RE

AX

IS

T.O.R.

CULVERT

SEWAGE

PIPE

ANCHOR

MICROPILE

GROUND LEVEL

E.L.

PHASE II:

- EXCAVATION TO REACH THE DEPTH CORRESPONDING TO 50CM UNDER

THE FIRST ORDER OF ANCHORS

- INSTALLATION OF THE FIRST ORDER OF ANCHORS

IN

FR

AS

TR

UC

TU

RE

AX

IS

T.O.R.

CULVERT

SEWAGE

PIPE

MICROPILE

GROUND LEVEL

PHASE I:

- PREPARATION OF TRAFFIC MANAGEMENT AND WORKSITE AREA

- PREPARATION OF THE WORKING LEVEL AT THE FORESEEN ELEVATION

- CONSTRUCTION OF THE FIRST MICROPILE WALL

2

3

2

3

2

3

2

3

2

3

SEWAGE

PIPE

MICROPILE

MICROPILE MICROPILE

MICROPILE

SEWAGE

PIPE

MICROPILE

SEWAGE

PIPE

MICROPILE

SEWAGE

PIPE

M-ANM-3J1TU2-CTCC-EDR-200011 P1

5 10

M-ANM-3J1TU2-CTCC-EDR-200011 P1

5 10

UNDERGROUND SECTION

90% DETAILED DESIGN

CUT AND COVER RAMP ON 3J2 SIDE

CONSTRUCTION PROCESS OUTLINES

APRIL 2016

1/200

1/400

5 10m

P1 01.04.2016

INTRA AND INTER-DISCIPLINARY CHECKS (IDC)

R.R.L.

PROJECT

RIYADH METRO PROJECT

PACKAGE 2

REV. DATE DESCRIPTION APP.

DATE SCALES

DRAWING

ALTERNATE DOCUMENT NUMBER

0

A1=

A3=

ORIGINAL SIZE A1

ARRIYADH NEW MOBILITY

ANM DRAWING NUMBER REVISION SHEET

of

REVISION SHEET

of

ORIGINATOR CHECK REVIEW APPROVAL

LINE 3

P.P.M. R.R.L.M.G.N.

LINE 1

LINE 2

LINE 4

LINE 6

LINE 5

LINE 1

LINE 4

LINE 6

LINE 2

UNDERGROUND SECTION

C&C RAMP ON 3J2 SIDE

KEY PLAN

LINE 3

NOTES:

1. DIMENSIONS IN METERS

2. NO CONSTRUCTION LOADS ARE ALLOWED ON THE GROUND

LEVEL AT ANY TIME

LEGEND

TOP OF RAILT.O.R.

EXCAVATION LEVELE.L.

Page 6: 6 & 30 SEGMENTS 1 · riyadh metro project package 2 rev. date description app. date scales drawing alternate document number 0 a1= a3= original size a1 arriyadh new mobility anm drawing

PHASE IXPHASE VIIIPHASE VII

SEGMENTS 9÷11 & 25÷26

PHASE X

IN

FR

AS

TR

UC

TU

RE

AX

IS

T.O.R.

BACKFILL

WATERPROOFING

PACKAGE

TOP SLAB

CULVERT

SEWAGE

PIPE

ANCHOR

MICROPILE

MICROPILE

GROUND LEVEL

E.L.

LEAN

CONCRETE

BOTTOM SLAB

LINING WALL

- BACKFILLING

IN

FR

AS

TR

UC

TU

RE

AX

IS

T.O.R.

TOP SLAB

CULVERT

ANCHOR

MICROPILE

MICROPILE

GROUND LEVEL

E.L.

LEAN

CONCRETE

BOTTOM SLAB

PHASE X:

- REMOVAL OF PROPPING SYSTEM AFTER HARDENING OF TOP SLAB

- POSITIONING OF THE WATERPROOFING MEMBRANE ON THE EXTERNAL

SIDE OF THE TOP SLAB AND LINING WALLS

WATERPROOFING

PACKAGE

IN

FR

AS

TR

UC

TU

RE

AX

IS

T.O.R.

TOP SLAB

CULVERT

ANCHOR

MICROPILE

GROUND LEVEL

E.L.

LEAN

CONCRETE

BOTTOM SLAB

LINING WALL

PHASE IX:

- AFTER HARDENING FIRST 0,50 m OF CONCRETE SLAB, CONCRETING UP TO

TOTAL TOP SLAB DEPTH

2.500 1.500 2.5001.5002.500

PREDALLE

PANELS (0,06 m)

1.500 1.500

IN

FR

AS

TR

UC

TU

RE

AX

IS

T.O.R.

TOP SLAB

CULVERT

ANCHOR

MICROPILE

GROUND LEVEL

E.L.

LEAN

CONCRETE

BOTTOM SLAB

PHASE VIII:

- INSTALLATION OF SHORING TOWERS

- PREDALLE PRECAST SLAB PLACING SUPPORTED ON SHORING TOWERS;

PREDALLE PANELS SHOULD BE HANGED WITH INTERMEDIATE AND

EXTREME SUPPORTS LOCATED AS IN THE DEFINITIVE SITUATION

- FIRST 0,50 m CONCRETING OF CAST-IN-PLACE TOP SLAB

2.500 1.500 2.5001.5002.500

PREDALLE

PANELS (0,06 m)

1.500 1.500

PHASE VII:

WATERPROOFING

PACKAGE

WATERPROOFING

PACKAGE

2

3

2

3

2

3

LINING WALL

LINING WALL

SEWAGE

PIPE

MICROPILE

SEWAGE

PIPE

MICROPILE

SEWAGE

PIPE

M-ANM-3J1TU2-CTCC-EDR-200011 P1

6 10

M-ANM-3J1TU2-CTCC-EDR-200011 P1

6 10

UNDERGROUND SECTION

90% DETAILED DESIGN

CUT AND COVER RAMP ON 3J2 SIDE

CONSTRUCTION PROCESS OUTLINES

APRIL 2016

1/200

1/400

5 10m

P1 01.04.2016

INTRA AND INTER-DISCIPLINARY CHECKS (IDC)

R.R.L.

PROJECT

RIYADH METRO PROJECT

PACKAGE 2

REV. DATE DESCRIPTION APP.

DATE SCALES

DRAWING

ALTERNATE DOCUMENT NUMBER

0

A1=

A3=

ORIGINAL SIZE A1

ARRIYADH NEW MOBILITY

ANM DRAWING NUMBER REVISION SHEET

of

REVISION SHEET

of

ORIGINATOR CHECK REVIEW APPROVAL

LINE 3

P.P.M. R.R.L.M.G.N.

LINE 1

LINE 2

LINE 4

LINE 6

LINE 5

LINE 1

LINE 4

LINE 6

LINE 2

UNDERGROUND SECTION

C&C RAMP ON 3J2 SIDE

KEY PLAN

LINE 3

NOTES:

1. DIMENSIONS IN METERS

2. NO CONSTRUCTION LOADS ARE ALLOWED ON THE GROUND

LEVEL AT ANY TIME

LEGEND

TOP OF RAILT.O.R.

EXCAVATION LEVELE.L.

Page 7: 6 & 30 SEGMENTS 1 · riyadh metro project package 2 rev. date description app. date scales drawing alternate document number 0 a1= a3= original size a1 arriyadh new mobility anm drawing

PHASE VIPHASE VPHASE IV

PHASE IIIPHASE I

SEGMENTS 12÷18 & 19÷23

PHASE II

MICROPILE

ANCHOR

ANCHOR

CULVERT

2

3

IN

FR

AS

TR

UC

TU

RE

AX

IS

GROUND LEVEL

E.L.

MICROPILE

MICROPILE

PHASE VI:

- EXCAVATION TO UNDERSIDE THE BOTTOM OF THE BASE SLAB

SEWAGE

PIPE

ANCHOR

T.O.R.

MICROPILE

ANCHOR

ANCHOR

CULVERT

2

3

IN

FR

AS

TR

UC

TU

RE

AX

IS

GROUND LEVEL

E.L.

MICROPILE

MICROPILE

PHASE V:

- EXCAVATION TO REACH THE DEPTH CORRESPONDING TO 50CM UNDER

THE SECOND ORDER OF ANCHORS

- CONSTRUCTION OF THE RIGHT SIDE MICROPILE WALL (CULVERT

RETAINING WALL)

- INSTALLATION OF THE SECOND ORDER OF ANCHORS

SEWAGE

PIPE

ANCHOR

T.O.R.

ANCHOR

CULVERT

2

3

IN

FR

AS

TR

UC

TU

RE

AX

IS

GROUND LEVEL

E.L.

MICROPILE

MICROPILE

PHASE IV:

- EXCAVATION TO UNDERSIDE THE BOTTOM OF THE EXISTING SEWAGE PIPE

- CONSTRUCTION OF THE SECOND MICROPILE WALL (NEAREST MICROPILE

WALL)

SEWAGE

PIPE

T.O.R.

ANCHOR

CULVERT

2

3

IN

FR

AS

TR

UC

TU

RE

AX

IS

GROUND LEVEL

E.L.

MICROPILE

PHASE III:

- EXCAVATION TO REACH THE DEPTH CORRESPONDING TO 50CM UNDER

THE FIRST ORDER OF ANCHORS

- INSTALLATION OF THE FIRST ORDER OF ANCHORS

SEWAGE

PIPE

T.O.R.

CULVERT

IN

FR

AS

TR

UC

TU

RE

AX

IS

GROUND LEVEL

MICROPILE

PHASE II:

- CONSTRUCTION OF THE FIRST MICROPILS WALL

SEWAGE

PIPE

T.O.R.

PHASE II:

- PREPARATION OF TRAFFIC MANAGEMENT AND WORKSITE AREA

- PREPARATION OF THE WORKING LEVEL AT THE FORESEEN ELEVATION

CULVERT

IN

FR

AS

TR

UC

TU

RE

AX

IS

GROUND LEVEL

SEWAGE

PIPE

T.O.R.

M-ANM-3J1TU2-CTCC-EDR-200011 P1

7 10

M-ANM-3J1TU2-CTCC-EDR-200011 P1

7 10

UNDERGROUND SECTION

90% DETAILED DESIGN

CUT AND COVER RAMP ON 3J2 SIDE

CONSTRUCTION PROCESS OUTLINES

APRIL 2016

1/200

1/400

5 10m

P1 01.04.2016

INTRA AND INTER-DISCIPLINARY CHECKS (IDC)

R.R.L.

PROJECT

RIYADH METRO PROJECT

PACKAGE 2

REV. DATE DESCRIPTION APP.

DATE SCALES

DRAWING

ALTERNATE DOCUMENT NUMBER

0

A1=

A3=

ORIGINAL SIZE A1

ARRIYADH NEW MOBILITY

ANM DRAWING NUMBER REVISION SHEET

of

REVISION SHEET

of

ORIGINATOR CHECK REVIEW APPROVAL

LINE 3

P.P.M. R.R.L.M.G.N.

LINE 1

LINE 2

LINE 4

LINE 6

LINE 5

LINE 1

LINE 4

LINE 6

LINE 2

UNDERGROUND SECTION

C&C RAMP ON 3J2 SIDE

KEY PLAN

LINE 3

NOTES:

1. DIMENSIONS IN METERS

2. NO CONSTRUCTION LOADS ARE ALLOWED ON THE GROUND

LEVEL AT ANY TIME

LEGEND

TOP OF RAILT.O.R.

EXCAVATION LEVELE.L.

Page 8: 6 & 30 SEGMENTS 1 · riyadh metro project package 2 rev. date description app. date scales drawing alternate document number 0 a1= a3= original size a1 arriyadh new mobility anm drawing

PHASE IXPHASE VIIIPHASE VII

SEGMENTS 12÷18 & 19÷23

PHASE XIIPHASE XIPHASE X

MICROPILE

ANCHOR

ANCHOR

CULVERT

LEAN

CONCRETE

BOTTOM SLAB

SOIL-CEMENT

IN

FR

AS

TR

UC

TU

RE

AX

IS

BACKFILL

WATERPROOFING

PACKAGE

TOP SLAB

GROUND LEVEL

E.L.

MICROPILE

PHASE XII:

- BACKFILLING; FILLING WITH STABILIZED SOIL (SOIL-CEMENT) UP TO THE

TOP OF CULVERT, THEN COMPACTED BACKFILLING UP TO THE GROUND

LEVEL

MICROPILE

ANCHOR

ANCHOR

CULVERT

LEAN

CONCRETE

BOTTOM SLAB

2

3

IN

FR

AS

TR

UC

TU

RE

AX

IS

WATERPROOFING

PACKAGE

TOP SLAB

GROUND LEVEL

E.L.

MICROPILE

PHASE XI:

- REMOVAL OF PROPPING SYSTEM AFTER HARDENING OF TOP SLAB

- POSITIONING OF THE WATERPROOFING MEMBRANE ON THE EXTERNAL

SIDE OF THE LINING WALLS AND TOP SLAB

MICROPILE

ANCHOR

ANCHOR

CULVERT

LEAN

CONCRETE

BOTTOM SLAB

2

3

IN

FR

AS

TR

UC

TU

RE

AX

IS

LINING WALL

TOP SLAB

GROUND LEVEL

E.L.

MICROPILE

MICROPILE

PHASE X:

- AFTER HARDENING FIRST 0,50 m OF CONCRETE SLAB, CONCRETING UP TO

TOTAL TOP SLAB DEPTH

SEWAGE

PIPE

2.500 1.500 2.5001.5002.500

PREDALLE

PANELS (0,06 m)

1.500 1.500

MICROPILE

ANCHOR

ANCHOR

CULVERT

LEAN

CONCRETE

BOTTOM SLAB

2

3

IN

FR

AS

TR

UC

TU

RE

AX

IS

TOP SLAB

GROUND LEVEL

E.L.

MICROPILE

PHASE IX:

- INSTALLATION OF SHORING TOWERS

- PREDALLE PRECAST SLAB PLACING SUPPORTED ON SHORING TOWERS;

PREDALLE PANELS SHOULD BE HANGED WITH INTERMEDIATE AND

EXTREME SUPPORTS LOCATED AS IN THE DEFINITIVE SITUATION

- FIRST 0,50 m CONCRETING OF CAST-IN-PLACE TOP SLAB

2.500 1.500 2.5001.5002.500

PREDALLE

PANELS (0,06 m)

1.500 1.500

WATERPROOFING

PACKAGE

WATERPROOFING

PACKAGE

MICROPILE

ANCHOR

ANCHOR

CULVERT

LEAN

CONCRETE

BOTTOM SLAB

2

3

IN

FR

AS

TR

UC

TU

RE

AX

IS

GROUND LEVEL

E.L.

MICROPILE

PHASE VIII:

- ERECTION OF THE LINING WALLS

WATERPROOFING

PACKAGE

MICROPILE

ANCHOR

ANCHOR

CULVERT

LEAN

CONCRETE

BOTTOM SLAB

2

3

IN

FR

AS

TR

UC

TU

RE

AX

IS

GROUND LEVEL

E.L.

MICROPILE

PHASE VII:

- AT EXCAVATION LEVEL, PREPARATION OF THE SURFACE (LEAN

CONCRETE)

- POSITIONING OF THE WATERPROOFING MEMBRANE ON THE EXTERNAL

FACE OF BASE SLAB

- REINFORCING OF THE BASE SLAB, INCLUDING THE STARTER BARS OF THE

LINING WALLS AND POURING OF THE BASE SLAB

WATERPROOFING

PACKAGE

STARTER BARS

T.O.R. T.O.R. T.O.R.

T.O.R. T.O.R. T.O.R.

ANCHOR

LINING WALL

MICROPILE

SEWAGE

PIPE

ANCHOR

LINING WALL

MICROPILE

SEWAGE

PIPE

ANCHOR

BACKFILL

MICROPILE

SEWAGE

PIPE

ANCHOR

LINING WALL

MICROPILE

SEWAGE

PIPE

ANCHOR

LINING WALL

MICROPILE

SEWAGE

PIPE

ANCHOR

M-ANM-3J1TU2-CTCC-EDR-200011 P1

8 10

M-ANM-3J1TU2-CTCC-EDR-200011 P1

8 10

UNDERGROUND SECTION

90% DETAILED DESIGN

CUT AND COVER RAMP ON 3J2 SIDE

CONSTRUCTION PROCESS OUTLINES

APRIL 2016

1/200

1/400

5 10m

P1 01.04.2016

INTRA AND INTER-DISCIPLINARY CHECKS (IDC)

R.R.L.

PROJECT

RIYADH METRO PROJECT

PACKAGE 2

REV. DATE DESCRIPTION APP.

DATE SCALES

DRAWING

ALTERNATE DOCUMENT NUMBER

0

A1=

A3=

ORIGINAL SIZE A1

ARRIYADH NEW MOBILITY

ANM DRAWING NUMBER REVISION SHEET

of

REVISION SHEET

of

ORIGINATOR CHECK REVIEW APPROVAL

LINE 3

P.P.M. R.R.L.M.G.N.

LINE 1

LINE 2

LINE 4

LINE 6

LINE 5

LINE 1

LINE 4

LINE 6

LINE 2

UNDERGROUND SECTION

C&C RAMP ON 3J2 SIDE

KEY PLAN

LINE 3

NOTES:

1. DIMENSIONS IN METERS

2. NO CONSTRUCTION LOADS ARE ALLOWED ON THE GROUND

LEVEL AT ANY TIME

LEGEND

TOP OF RAILT.O.R.

EXCAVATION LEVELE.L.

Page 9: 6 & 30 SEGMENTS 1 · riyadh metro project package 2 rev. date description app. date scales drawing alternate document number 0 a1= a3= original size a1 arriyadh new mobility anm drawing

PHASE VIPHASE VPHASE IV

PHASE IIIPHASE I

SEGMENT 24

PHASE II

IN

FR

AS

TR

UC

TU

RE

AX

IS

T.O.R.

CULVERT

ANCHOR

GROUND LEVEL

E.L.

LEAN

CONCRETE

BOTTOM SLAB

PHASE VI:

- AT EXCAVATION LEVEL, PREPARATION OF THE SURFACE (LEAN

CONCRETE)

- POSITIONING OF THE WATERPROOFING MEMBRANE ON THE EXTERNAL

FACE OF BASE SLAB

- REINFORCING OF THE BASE SLAB, INCLUDING THE STARTER BARS OF THE

LINING WALLS AND POURING OF THE BASE SLAB

WATERPROOFING

PACKAGE

STARTER BARS

IN

FR

AS

TR

UC

TU

RE

AX

IS

T.O.R.

CULVERT

ANCHOR

GROUND LEVEL

E.L.

PHASE V:

- EXCAVATION TO UNDERSIDE THE BOTTOM OF THE BASE SLAB

IN

FR

AS

TR

UC

TU

RE

AX

IS

T.O.R.

CULVERT

ANCHOR

GROUND LEVEL

E.L.

PHASE IV:

- EXCAVATION TO REACH THE DEPTH CORRESPONDING TO 50CM UNDER

THE SECOND ORDER OF ANCHORS

- INSTALLATION OF THE SECOND ORDER OF ANCHORS

IN

FR

AS

TR

UC

TU

RE

AX

IS

T.O.R.

CULVERT

ANCHOR

MICROPILE

GROUND LEVEL

E.L.

PHASE III:

- EXCAVATION TO UNDERSIDE THE BOTTOM OF THE EXISTING SEWAGE PIPE

- CONSTRUCTION OF THE SECOND MICROPILE WALL (NEAREST RETAINING

WALL)

IN

FR

AS

TR

UC

TU

RE

AX

IS

T.O.R.

CULVERT

SEWAGE

PIPE

ANCHOR

MICROPILE

GROUND LEVEL

E.L.

PHASE II:

- EXCAVATION TO REACH THE DEPTH CORRESPONDING TO 50CM UNDER

THE FIRST ORDER OF ANCHORS

- INSTALLATION OF THE FIRST ORDER OF ANCHORS

IN

FR

AS

TR

UC

TU

RE

AX

IS

T.O.R.

CULVERT

SEWAGE

PIPE

MICROPILE

GROUND LEVEL

PHASE I:

- PREPARATION OF TRAFFIC MANAGEMENT AND WORKSITE AREA

- PREPARATION OF THE WORKING LEVEL AT THE FORESEEN ELEVATION

- CONSTRUCTION OF THE FIRST MICROPILE WALL

2

3

2

3

2

3

2

3

2

3

SEWAGE

PIPE

MICROPILE

MICROPILEMICROPILE MICROPILE

MICROPILE

ANCHOR

SEWAGE

PIPE

MICROPILE

ANCHOR

SEWAGE

PIPE

MICROPILE

ANCHOR

SEWAGE

PIPE

M-ANM-3J1TU2-CTCC-EDR-200011 P1

9 10

M-ANM-3J1TU2-CTCC-EDR-200011 P1

9 10

UNDERGROUND SECTION

90% DETAILED DESIGN

CUT AND COVER RAMP ON 3J2 SIDE

CONSTRUCTION PROCESS OUTLINES

APRIL 2016

1/200

1/400

5 10m

P1 01.04.2016

INTRA AND INTER-DISCIPLINARY CHECKS (IDC)

R.R.L.

PROJECT

RIYADH METRO PROJECT

PACKAGE 2

REV. DATE DESCRIPTION APP.

DATE SCALES

DRAWING

ALTERNATE DOCUMENT NUMBER

0

A1=

A3=

ORIGINAL SIZE A1

ARRIYADH NEW MOBILITY

ANM DRAWING NUMBER REVISION SHEET

of

REVISION SHEET

of

ORIGINATOR CHECK REVIEW APPROVAL

LINE 3

P.P.M. R.R.L.M.G.N.

LINE 1

LINE 2

LINE 4

LINE 6

LINE 5

LINE 1

LINE 4

LINE 6

LINE 2

UNDERGROUND SECTION

C&C RAMP ON 3J2 SIDE

KEY PLAN

LINE 3

NOTES:

1. DIMENSIONS IN METERS

2. NO CONSTRUCTION LOADS ARE ALLOWED ON THE GROUND

LEVEL AT ANY TIME

LEGEND

TOP OF RAILT.O.R.

EXCAVATION LEVELE.L.

Page 10: 6 & 30 SEGMENTS 1 · riyadh metro project package 2 rev. date description app. date scales drawing alternate document number 0 a1= a3= original size a1 arriyadh new mobility anm drawing

PHASE IXPHASE VIIIPHASE VII

SEGMENTS 24

PHASE XIPHASE X

IN

FR

AS

TR

UC

TU

RE

AX

IS

T.O.R.

BACKFILL

WATERPROOFING

PACKAGE

TOP SLAB

CULVERT

SEWAGE

PIPE

ANCHOR

MICROPILE

MICROPILE

GROUND LEVEL

E.L.

LEAN

CONCRETE

BOTTOM SLAB

LINING WALL

PHASE XI:

- BACKFILLING

IN

FR

AS

TR

UC

TU

RE

AX

IS

T.O.R.

TOP SLAB

CULVERT

ANCHOR

MICROPILE

MICROPILE

GROUND LEVEL

E.L.

LEAN

CONCRETE

BOTTOM SLAB

PHASE X:

- REMOVAL OF PROPPING SYSTEM AFTER HARDENING OF TOP SLAB

- POSITIONING OF THE WATERPROOFING MEMBRANE ON THE EXTERNAL

SIDE OF THE TOP SLAB AND LINING WALLS

WATERPROOFING

PACKAGE

IN

FR

AS

TR

UC

TU

RE

AX

IS

T.O.R.

TOP SLAB

CULVERT

ANCHOR

MICROPILE

GROUND LEVEL

E.L.

LEAN

CONCRETE

BOTTOM SLAB

LINING WALL

PHASE IX:

- AFTER HARDENING FIRST 0,50 m OF CONCRETE SLAB, CONCRETING UP TO

TOTAL TOP SLAB DEPTH

2.500 1.500 2.5001.5002.500

PREDALLE

PANELS (0,06 m)

1.500 1.500

IN

FR

AS

TR

UC

TU

RE

AX

IS

T.O.R.

TOP SLAB

CULVERT

ANCHOR

MICROPILE

GROUND LEVEL

E.L.

LEAN

CONCRETE

BOTTOM SLAB

PHASE VIII:

- INSTALLATION OF SHORING TOWERS

- PREDALLE PRECAST SLAB PLACING SUPPORTED ON SHORING TOWERS;

PREDALLE PANELS SHOULD BE HANGED WITH INTERMEDIATE AND

EXTREME SUPPORTS LOCATED AS IN THE DEFINITIVE SITUATION

- FIRST 0,50 m CONCRETING OF CAST-IN-PLACE TOP SLAB

2.500 1.500 2.5001.5002.500

PREDALLE

PANELS (0,06 m)

1.500 1.500

IN

FR

AS

TR

UC

TU

RE

AX

IS

T.O.R.

CULVERT

ANCHOR

MICROPILE

GROUND LEVEL

E.L.

LEAN

CONCRETE

BOTTOM SLAB

LINING WALL

PHASE VII:

- ERECTION OF THE LINING WALLS

WATERPROOFING

PACKAGE

WATERPROOFING

PACKAGE

WATERPROOFING

PACKAGE

2

3

2

3

2

3

2

3

ANCHOR

LINING WALL

LINING WALL

ANCHOR

SEWAGE

PIPE

MICROPILE

ANCHOR

SEWAGE

PIPE

MICROPILE

ANCHOR

SEWAGE

PIPE

MICROPILE

ANCHOR

SEWAGE

PIPE

M-ANM-3J1TU2-CTCC-EDR-200011 P1

10 10

M-ANM-3J1TU2-CTCC-EDR-200011 P1

10 10

UNDERGROUND SECTION

90% DETAILED DESIGN

CUT AND COVER RAMP ON 3J2 SIDE

CONSTRUCTION PROCESS OUTLINES

APRIL 2016

1/200

1/400

5 10m

P1 01.04.2016

INTRA AND INTER-DISCIPLINARY CHECKS (IDC)

R.R.L.

PROJECT

RIYADH METRO PROJECT

PACKAGE 2

REV. DATE DESCRIPTION APP.

DATE SCALES

DRAWING

ALTERNATE DOCUMENT NUMBER

0

A1=

A3=

ORIGINAL SIZE A1

ARRIYADH NEW MOBILITY

ANM DRAWING NUMBER REVISION SHEET

of

REVISION SHEET

of

ORIGINATOR CHECK REVIEW APPROVAL

LINE 3

P.P.M. R.R.L.M.G.N.

LINE 1

LINE 2

LINE 4

LINE 6

LINE 5

LINE 1

LINE 4

LINE 6

LINE 2

UNDERGROUND SECTION

C&C RAMP ON 3J2 SIDE

KEY PLAN

LINE 3

NOTES:

1. DIMENSIONS IN METERS

2. NO CONSTRUCTION LOADS ARE ALLOWED ON THE GROUND

LEVEL AT ANY TIME

LEGEND

TOP OF RAILT.O.R.

EXCAVATION LEVELE.L.