Rev Description Prep ChkdAppdDate

Client

Design Consultant

Project

Stage

Title

Scale

Checked Approved Date

Drawing No. Rev

Prepared

Job No.

10001-JB-11-PRE-0601 A

JAN '15PHW.FN.C

NTS 10001

SHEET 1 OF 8INDEX PLAN OF ASSET 11

FOUL SEWER

PRELIMINARY DESIGN

DIYAR AL MUHARRAQ

PRIORITY WORKSPRIMARY INFRASTRUCTURE

A Draft Issue for Review N.C W.F W.F JAN '15

ASSET 12A

ASSET 25

ASSET 12BASSET 22B

ASSET 22A

ASSET 13A

ASSET 13B

ASSET 24B

ASSET 26 ASSET 15

ASSET 16C

ASSET 14B

ASSET 14A

10001-JB-11-PRE-0610 10001-JB-11-PRE-0612

10001-JB-11-PRE-0608 10001-JB-11-PRE-0609

10001-JB-11-PRE-0611

10001-JB-11-PRE-0602 10001-JB-11-PRE-0603

LEGEND:

PROPOSED MANHOLE shown thus

PROPOSED PIPELINE shown thus

PROPOSED DEEP GRAVITY SEWER(ASSET 11)shown thus

SECTION No. & DIRECTION shown thus

FUTURE CONNECTIONS constructedunder seperate contract's

Notes1. This Drawing is to be read in conjunction with all other relevant

documentation.2. Do not scale from this drawing, use only printed dimensions.3. All dimensions in millimetres, all chainages, levels and coordinates

are in metres unless defined otherwise.4. This drawing is to be read in conjunction with the project Health and

Safety File for any identified potential risks.5. All materials to be approved by EWA/SEPPD prior to installation.6. Installation to be in accordance with SEPPD standards and best

practices and in accordance with the utility cross sections.7. All works to be carried out by a SEPPD approved contractor.8. Pipe diameters up to 450mm, shall be of uPVC.9. Pipe diameters above 450mm, shall be of GRP material.10. Minimum clear cover from finish grade level to the top of pipe shall

be minimum 1200mm.

No.1

??mm@

??mm@

10001-JB-11-PRE-0604 10001-JB-11-PRE-0605

10001-JB-11-PRE-060710001-JB-11-PRE-0606

SARAT

ASSET 23A

ASSET 23B

ASSET 27

ASSET 16A

ASSET 16B

BRID

GE

Rev Description Prep ChkdAppdDate

Client

Design Consultant

Project

Stage

Title

Scale

Checked Approved Date

Drawing No. Rev

Prepared

Job No.

10001-JB-11-PRE-0602 A

JAN '15PHW.FN.C

1:2000@A1 10001

SHEET 1 OF 12LAYOUT PLAN OF ASSET 11

FOUL SEWER

PRELIMINARY DESIGN

DIYAR AL MUHARRAQ

PRIORITY WORKSPRIMARY INFRASTRUCTURE

A Draft Issue for Review N.C W.F W.F JAN '15

ASSET 27

ASSET 17

ASSET 23B

LEGEND:

PROPOSED MANHOLE shown thus

PROPOSED PIPELINE shown thus

PROPOSED DEEP GRAVITY SEWER(ASSET 11)shown thus

SECTION No. & DIRECTION shown thus

FUTURE CONNECTIONS constructedunder seperate contract's

Notes1. This Drawing is to be read in conjunction with all other relevant

documentation.2. Do not scale from this drawing, use only printed dimensions.3. All dimensions in millimetres, all chainages, levels and coordinates

are in metres unless defined otherwise.4. This drawing is to be read in conjunction with the project Health and

Safety File for any identified potential risks.5. All materials to be approved by EWA/SEPPD prior to installation.6. Installation to be in accordance with SEPPD standards and best

practices and in accordance with the utility cross sections.7. All works to be carried out by a SEPPD approved contractor.8. Pipe diameters up to 450mm, shall be of uPVC.9. Pipe diameters above 450mm, shall be of GRP material.10. Minimum clear cover from finish grade level to the top of pipe shall

be minimum 1200mm.

No.1

??mm@

??mm@

No. 2 - ASSET 11DEEP GRAVITYSEWER

No. 1 - ASSET 11 & ASSET 27 DEEP GRAVITY SEWER

FUTURE 200mm TRUNK FOUL SEWERFROM ASSET 27 I.L= -5.781m

FUTURE 200mm TRUNK FOUL SEWERFROM ASSET 27 I.L = =I.L -4.885

No. 3 - DEEP GRAVITY SEWER

Rev Description Prep ChkdAppdDate

Client

Design Consultant

Project

Stage

Title

Scale

Checked Approved Date

Drawing No. Rev

Prepared

Job No.

10001-JB-11-PRE-0603 A

JAN '15PHW.FN.C

1:2000@A1 10001

SHEET 2 OF 12LAYOUT PLAN OF ASSET 11

FOUL SEWER

PRELIMINARY DESIGN

DIYAR AL MUHARRAQ

PRIORITY WORKSPRIMARY INFRASTRUCTURE

A Draft Issue for Review N.C W.F W.F JAN '15

ASSET 15

ASSET 18

ASSET 17

ASSET 16B

LEGEND:

PROPOSED MANHOLE shown thus

PROPOSED PIPELINE shown thus

PROPOSED DEEP GRAVITY SEWER(ASSET 11)shown thus

SECTION No. & DIRECTION shown thus

FUTURE CONNECTIONS constructedunder seperate contract's

Notes1. This Drawing is to be read in conjunction with all other relevant

documentation.2. Do not scale from this drawing, use only printed dimensions.3. All dimensions in millimetres, all chainages, levels and coordinates

are in metres unless defined otherwise.4. This drawing is to be read in conjunction with the project Health and

Safety File for any identified potential risks.5. All materials to be approved by EWA/SEPPD prior to installation.6. Installation to be in accordance with SEPPD standards and best

practices and in accordance with the utility cross sections.7. All works to be carried out by a SEPPD approved contractor.8. Pipe diameters up to 450mm, shall be of uPVC.9. Pipe diameters above 450mm, shall be of GRP material.10. Minimum clear cover from finish grade level to the top of pipe shall

be minimum 1200mm.

No.1

??mm@

??mm@

No.2 - ASSET 11, ASSET 18 & ASSET 17 DEEP GRAVITY SEWER

FUTURE 200mm TRUNK FOUL SEWERFROM ASSET 17 I.L = =I.L -4.660

FUTURE 200mm TRUNK FOUL SEWERFROM ASSET 17 I.L = -2.398m

No.12 - ASSET 11 DEEP GRAVITY SEWER

ASSET 16AASSET 15

FUTURE 200mm TRUNK FOUL SEWERFROM ASSET 18 = -2.398m

BRID

GE

Rev Description Prep ChkdAppdDate

Client

Design Consultant

Project

Stage

Title

Scale

Checked Approved Date

Drawing No. Rev

Prepared

Job No.

10001-JB-11-PRE-0604 A

JAN '15PHW.FN.C

1:2000@A1 10001

SHEET 3 OF 12LAYOUT PLAN OF ASSET 11

FOUL SEWER

PRELIMINARY DESIGN

DIYAR AL MUHARRAQ

PRIORITY WORKSPRIMARY INFRASTRUCTURE

A Draft Issue for Review N.C W.F W.F JAN '15

ASSET 25

ASSET 15

ASSET 26

ASSET 27

ASSET 23B

LEGEND:

PROPOSED MANHOLE shown thus

PROPOSED PIPELINE shown thus

PROPOSED DEEP GRAVITY SEWER(ASSET 11)shown thus

SECTION No. & DIRECTION shown thus

FUTURE CONNECTIONS constructedunder seperate contract's

Notes1. This Drawing is to be read in conjunction with all other relevant

documentation.2. Do not scale from this drawing, use only printed dimensions.3. All dimensions in millimetres, all chainages, levels and coordinates

are in metres unless defined otherwise.4. This drawing is to be read in conjunction with the project Health and

Safety File for any identified potential risks.5. All materials to be approved by EWA/SEPPD prior to installation.6. Installation to be in accordance with SEPPD standards and best

practices and in accordance with the utility cross sections.7. All works to be carried out by a SEPPD approved contractor.8. Pipe diameters up to 450mm, shall be of uPVC.9. Pipe diameters above 450mm, shall be of GRP material.10. Minimum clear cover from finish grade level to the top of pipe shall

be minimum 1200mm.

No.1

??mm@

??mm@

No.5- ASSET 11 DEEP GRAVITY SEWER

No.5- ASSET 11DEEP GRAVITY SEWER

No.3- ASSET 11DEEP GRAVITY SEWER

No.1 - ASSET 11DEEP GRAVITY SEWER

No.2 - ASSET 11 DEEP GRAVITY SEWER

No.12 - ASSET 11DEEP GRAVITY SEWER

FUTURE 200mm TRUNK FOUL SEWERFROM ASSET 15 I.L = =I.L -2.131

FUTURE 200mm TRUNK FOUL SEWERFROM ASSET 25 I.L = 0.125m

FUTURE 200mm TRUNK FOUL SEWERFROM ASSET 15 I.L = -1.600m

FUTURE 200mm TRUNK FOUL SEWERFROM ASSET 25 I.L = -5.152m

FUTURE 200mm TRUNKFOUL SEWERFROM ASSET 26I.L = =I.L -4.271m

No.28 - ASSET 11

FUTURE 200mm TRUNK FOUL SEWERFROM ASSET 25 I.L = =I.L -0.119

Rev Description Prep ChkdAppdDate

Client

Design Consultant

Project

Stage

Title

Scale

Checked Approved Date

Drawing No. Rev

Prepared

Job No.

10001-JB-11-PRE-0605 A

JAN '15PHW.FN.C

1:2000@A1 10001

SHEET 4 OF 12LAYOUT PLAN OF ASSET 11

FOUL SEWER

PRELIMINARY DESIGN

DIYAR AL MUHARRAQ

PRIORITY WORKSPRIMARY INFRASTRUCTURE

A Draft Issue for Review N.C W.F W.F JAN '15

ASSET 15 ASSET 16A

ASSET 16B

ASSET 13B

LEGEND:

PROPOSED MANHOLE shown thus

PROPOSED PIPELINE shown thus

PROPOSED DEEP GRAVITY SEWER(ASSET 11)shown thus

SECTION No. & DIRECTION shown thus

FUTURE CONNECTIONS constructedunder seperate contract's

Notes1. This Drawing is to be read in conjunction with all other relevant

documentation.2. Do not scale from this drawing, use only printed dimensions.3. All dimensions in millimetres, all chainages, levels and coordinates

are in metres unless defined otherwise.4. This drawing is to be read in conjunction with the project Health and

Safety File for any identified potential risks.5. All materials to be approved by EWA/SEPPD prior to installation.6. Installation to be in accordance with SEPPD standards and best

practices and in accordance with the utility cross sections.7. All works to be carried out by a SEPPD approved contractor.8. Pipe diameters up to 450mm, shall be of uPVC.9. Pipe diameters above 450mm, shall be of GRP material.10. Minimum clear cover from finish grade level to the top of pipe shall

be minimum 1200mm.

No.1

??mm@

??mm@

No.6- ASSET 11 DEEP GRAVITY SEWER

No.13 - ASSET 11 DEEP GRAVITY SEWER

No. 2 - ASSET 11 DEEP GRAVITY SEWER

No.23 - ASSET 11 FOUL SEWER

No. 3 - ASSET 11 DEEP GRAVITY SEWER

FUTURE 200mm TRUNKFOUL SEWERFROM ASSET 16C I.L =-4.782m

FUTURE 200mm TRUNK FOUL SEWERFROM ASSET 15 = -2.131m

FUTURE 200mm TRUNKFOUL SEWERFROM ASSET 15

FUTURE 200mm TRUNKFOUL SEWERFROM ASSET 15 = I.L -1.600m

FUTURE 200mmTRUNK FOUL SEWERFROM ASSET 16A = I.L -0.996m

FUTURE 200mmTRUNK FOUL SEWERFROM ASSET 16A = I.L -1.909m

15.00

Rev Description Prep ChkdAppdDate

Client

Design Consultant

Project

Stage

Title

Scale

Checked Approved Date

Drawing No. Rev

Prepared

Job No.

10001-JB-11-PRE-0606 A

JAN '15PHW.FN.C

1:2000@A1 10001

SHEET 5 OF 12LAYOUT PLAN OF ASSET 11

FOUL SEWER

PRELIMINARY DESIGN

DIYAR AL MUHARRAQ

PRIORITY WORKSPRIMARY INFRASTRUCTURE

A Draft Issue for Review N.C W.F W.F JAN '15

ASSET 23A

ASSET 24A

ASSET 22B

ASSET 23B

LEGEND:

PROPOSED MANHOLE shown thus

PROPOSED PIPELINE shown thus

PROPOSED DEEP GRAVITY SEWER(ASSET 11)shown thus

SECTION No. & DIRECTION shown thus

FUTURE CONNECTIONS constructedunder seperate contract's

Notes1. This Drawing is to be read in conjunction with all other relevant

documentation.2. Do not scale from this drawing, use only printed dimensions.3. All dimensions in millimetres, all chainages, levels and coordinates

are in metres unless defined otherwise.4. This drawing is to be read in conjunction with the project Health and

Safety File for any identified potential risks.5. All materials to be approved by EWA/SEPPD prior to installation.6. Installation to be in accordance with SEPPD standards and best

practices and in accordance with the utility cross sections.7. All works to be carried out by a SEPPD approved contractor.8. Pipe diameters up to 450mm, shall be of uPVC.9. Pipe diameters above 450mm, shall be of GRP material.10. Minimum clear cover from finish grade level to the top of pipe shall

be minimum 1200mm.

No.1

??mm@

??mm@

No.5- ASSET 11 DEEP GRAVITY SEWER

No.11- ASSET 11 DEEP GRAVITY SEWER

No.6- ASSET 11 DEEP GRAVITY SEWER

No.6 - ASSET 11 DEEPGRAVITY SEWER

ASSET 24B No.21 - ASSET 11 FOUL SEWER

No.22-- ASSET 11 FOUL SEWER

FUTURE 200mm TRUNK FOUL SEWERFROM ASSET 23A I.L = -2.405

FUTURE 200mm TRUNK FOUL SEWERFROM ASSET 23A I.L = -1.909m

FUTURE 200mm TRUNK FOUL SEWERFROM ASSET 24A I.L = --1.829m

FUTURE 200mm TRUNK FOUL SEWERFROM ASSET 23B I.L = -1.568m

FUTURE 200mm TRUNK FOUL SEWERFROM ASSET 23A I.L = -1.402m

FUTURE 200mmTRUNK FOULSEWER FROMASSET 23B I.L = -2.826m

FUTURE 200mm TRUNK FOUL SEWERFROM ASSET 24B I.L = -2.915m

Rev Description Prep ChkdAppdDate

Client

Design Consultant

Project

Stage

Title

Scale

Checked Approved Date

Drawing No. Rev

Prepared

Job No.

10001-JB-11-PRE-0607 A

JAN '15PHW.FN.C

1:2000@A1 10001

SHEET 6 OF 12LAYOUT PLAN OF ASSET 11

FOUL SEWER

PRELIMINARY DESIGN

DIYAR AL MUHARRAQ

PRIORITY WORKSPRIMARY INFRASTRUCTURE

A Draft Issue for Review N.C W.F W.F JAN '15

ASSET 13A

ASSET 14A

ASSET 13B

ASSET 23A

ASSET 23B

LEGEND:

PROPOSED MANHOLE shown thus

PROPOSED PIPELINE shown thus

PROPOSED DEEP GRAVITY SEWER(ASSET 11)shown thus

SECTION No. & DIRECTION shown thus

FUTURE CONNECTIONS constructedunder seperate contract's

Notes1. This Drawing is to be read in conjunction with all other relevant

documentation.2. Do not scale from this drawing, use only printed dimensions.3. All dimensions in millimetres, all chainages, levels and coordinates

are in metres unless defined otherwise.4. This drawing is to be read in conjunction with the project Health and

Safety File for any identified potential risks.5. All materials to be approved by EWA/SEPPD prior to installation.6. Installation to be in accordance with SEPPD standards and best

practices and in accordance with the utility cross sections.7. All works to be carried out by a SEPPD approved contractor.8. Pipe diameters up to 450mm, shall be of uPVC.9. Pipe diameters above 450mm, shall be of GRP material.10. Minimum clear cover from finish grade level to the top of pipe shall

be minimum 1200mm.

No.1

??mm@

??mm@

No.5- ASSET 11 DEEP GRAVITY SEWER

No.5- ASSET 11 DEEP GRAVITY SEWER

No.24 - ASSET 11 FOUL SEWER

No.26-- ASSET 11 FOUL SEWER

No.25 - ASSET 11 FOUL SEWER

No.4 ASSET 11 DEEP GRAVITY SEWER

No.6- ASSET 11 DEEP GRAVITY SEWER

No.11- ASSET 11 DEEP GRAVITY SEWER

FUTURE 200mm TRUNKFOUL SEWERFROM ASSET 13A I.L = -1.318

FUTURE 200mm TRUNK FOUL SEWERFROM ASSET 13A I.L = -2.546

FUTURE 200mm TRUNK FOUL SEWERFROM ASSET 23B I.L = -0.4088

FUTURE 200mm TRUNKFOUL SEWERFROM ASSET 13B I.L = -0.332

FUTURE 200mm TRUNKFOUL SEWERFROM ASSET13B I.L = -0.555

FUTURE 200mm TRUNK FOUL SEWERFROM ASSET 13B I.L = -1.788

FUTURE 200mmTRUNK FOUL SEWERFROM ASSET 14A I.L = -0.729

Sub Station

Rev Description Prep ChkdAppdDate

Client

Design Consultant

Project

Stage

Title

Scale

Checked Approved Date

Drawing No. Rev

Prepared

Job No.

10001-JB-11-PRE-0608 A

JAN '15PHW.FN.C

1:2000@A1 10001

SHEET 8 OF 12LAYOUT PLAN OF ASSET 11

FOUL SEWER

PRELIMINARY DESIGN

DIYAR AL MUHARRAQ

PRIORITY WORKSPRIMARY INFRASTRUCTURE

A Draft Issue for Review N.C W.F W.F JAN '15

No.21 - ASSET 11 FOUL SEWER

LEGEND:

PROPOSED MANHOLE shown thus

PROPOSED PIPELINE shown thus

PROPOSED DEEP GRAVITY SEWER(ASSET 11)shown thus

SECTION No. & DIRECTION shown thus

FUTURE CONNECTIONS constructedunder seperate contract's

Notes1. This Drawing is to be read in conjunction with all other relevant

documentation.2. Do not scale from this drawing, use only printed dimensions.3. All dimensions in millimetres, all chainages, levels and coordinates

are in metres unless defined otherwise.4. This drawing is to be read in conjunction with the project Health and

Safety File for any identified potential risks.5. All materials to be approved by EWA/SEPPD prior to installation.6. Installation to be in accordance with SEPPD standards and best

practices and in accordance with the utility cross sections.7. All works to be carried out by a SEPPD approved contractor.8. Pipe diameters up to 450mm, shall be of uPVC.9. Pipe diameters above 450mm, shall be of GRP material.10. Minimum clear cover from finish grade level to the top of pipe shall

be minimum 1200mm.

No.1

??mm@

??mm@

No.6- ASSET 11 DEEP GRAVITY SEWER

No.8- ASSET 11 DEEP GRAVITY SEWER

No.12- ASSET 11 DEEP GRAVITY SEWER

FUTURE 200mm TRUNK FOUL SEWERFROM ASSET 22B I.L = -2.282m

No.20 - ASSET 11 FOUL SEWER

FUTURE 200mm TRUNK FOUL SEWERFROM ASSET 23A I.L = -2.05

FUTURE 200mm TRUNK FOUL SEWERFROM ASSET 23A I.L = -i.909m

FUTURE 200mm TRUNK FOUL SEWERFROM ASSET 23A I.L = -1.402m

FUTURE 200mm TRUNK FOUL SEWERFROM ASSET 22B I.L = -3.021

No.11- ASSET 11 DEEP GRAVITY SEWER

Rev Description Prep ChkdAppdDate

Client

Design Consultant

Project

Stage

Title

Scale

Checked Approved Date

Drawing No. Rev

Prepared

Job No.

10001-JB-11-PRE-0609 -

JAN '15PHW.FN.C

1:2000@A1 10001

SHEET 8 OF 12LAYOUT PLAN OF ASSET 11

FOUL SEWER

PRELIMINARY DESIGN

DIYAR AL MUHARRAQ

PRIORITY WORKSPRIMARY INFRASTRUCTURE

A Draft Issue for Review N.C W.F W.F JAN '15

No.25 - ASSET 11 FOUL SEWER

LEGEND:

PROPOSED MANHOLE shown thus

PROPOSED PIPELINE shown thus

PROPOSED DEEP GRAVITY SEWER(ASSET 11)shown thus

SECTION No. & DIRECTION shown thus

FUTURE CONNECTIONS constructedunder seperate contract's

Notes1. This Drawing is to be read in conjunction with all other relevant

documentation.2. Do not scale from this drawing, use only printed dimensions.3. All dimensions in millimetres, all chainages, levels and coordinates

are in metres unless defined otherwise.4. This drawing is to be read in conjunction with the project Health and

Safety File for any identified potential risks.5. All materials to be approved by EWA/SEPPD prior to installation.6. Installation to be in accordance with SEPPD standards and best

practices and in accordance with the utility cross sections.7. All works to be carried out by a SEPPD approved contractor.8. Pipe diameters up to 450mm, shall be of uPVC.9. Pipe diameters above 450mm, shall be of GRP material.10. Minimum clear cover from finish grade level to the top of pipe shall

be minimum 1200mm.

No.1

??mm@

??mm@

No.6- ASSET 11 DEEP GRAVITY SEWER

No.8- ASSET 11 DEEP GRAVITY SEWER

No.6- ASSET 11 DEEP GRAVITY SEWER

No.26 - ASSET 11 FOUL SEWER

No.8- ASSET 11 DEEP GRAVITY SEWER

No.11- ASSET 11 DEEP GRAVITY SEWER

No.12- ASSET 11 DEEP GRAVITY SEWER

FUTURE 200mm TRUNK FOUL SEWERFROM ASSET 13A I.L = -2.546

FUTURE 200mm TRUNK FOUL SEWERFROM ASSET 13A I.L = -1.318

FUTURE 200mm TRUNK FOUL SEWERFROM ASSET 22B

FUTURE 200mm TRUNK FOUL SEWERFROM ASSET 14A I.L = -0.729

FUTURE 200mm TRUNKFOUL SEWERFROM ASSET 12B I.L = -1.953

FUTURE 200mm TRUNK FOUL SEWERFROM ASSET 12B I.L = -2.212

FUTURE 200mm TRUNK FOUL SEWERFROM ASSET 12B I.L = -1.680

Sub Station

Rev Description Prep ChkdAppdDate

Client

Design Consultant

Project

Stage

Title

Scale

Checked Approved Date

Drawing No. Rev

Prepared

Job No.

10001-JB-11-PRE-0610 A

JAN '15PHW.FN.C

1:2000@A1 10001

SHEET 10 OF 12LAYOUT PLAN OF ASSET 11

FOUL SEWER

PRELIMINARY DESIGN

DIYAR AL MUHARRAQ

PRIORITY WORKSPRIMARY INFRASTRUCTURE

No.20 - ASSET 11 FOUL SEWER

A Draft Issue for Review N.C W.F W.F JAN '15

ASSET 22A

ASSET 22BLEGEND:

PROPOSED MANHOLE shown thus

PROPOSED PIPELINE shown thus

PROPOSED DEEP GRAVITY SEWER(ASSET 11)shown thus

SECTION No. & DIRECTION shown thus

FUTURE CONNECTIONS constructedunder seperate contract's

Notes1. This Drawing is to be read in conjunction with all other relevant

documentation.2. Do not scale from this drawing, use only printed dimensions.3. All dimensions in millimetres, all chainages, levels and coordinates

are in metres unless defined otherwise.4. This drawing is to be read in conjunction with the project Health and

Safety File for any identified potential risks.5. All materials to be approved by EWA/SEPPD prior to installation.6. Installation to be in accordance with SEPPD standards and best

practices and in accordance with the utility cross sections.7. All works to be carried out by a SEPPD approved contractor.8. Pipe diameters up to 450mm, shall be of uPVC.9. Pipe diameters above 450mm, shall be of GRP material.10. Minimum clear cover from finish grade level to the top of pipe shall

be minimum 1200mm.

No.1

??mm@

??mm@

No.12- ASSET 11 DEEP GRAVITY SEWER

No.11- ASSET 11 DEEP GRAVITY SEWER

FUTURE 200mm TRUNK FOUL SEWERFROM ASSET 22B

FUTURE 200mm TRUNKFOUL SEWERFROM ASSET 22A I.L = -2.283

FUTURE 200mm TRUNKFOUL SEWERFROM ASSET 22BI.L = -3.021

Rev Description Prep ChkdAppdDate

Client

Design Consultant

Project

Stage

Title

Scale

Checked Approved Date

Drawing No. Rev

Prepared

Job No.

10001-JB-11-PRE-0611 A

JAN '15PHW.FN.C

1:2000@A1 10001

SHEET 11 OF 12LAYOUT PLAN OF ASSET 11

FOUL SEWER

PRELIMINARY DESIGN

DIYAR AL MUHARRAQ

PRIORITY WORKSPRIMARY INFRASTRUCTURE

A Draft Issue for Review N.C W.F W.F JAN '15

ASSET 12A

ASSET 12B

No.4

No.18No.27 - ASSET 11 FOUL SEWER

LEGEND:

PROPOSED MANHOLE shown thus

PROPOSED PIPELINE shown thus

PROPOSED DEEP GRAVITY SEWER(ASSET 11)shown thus

SECTION No. & DIRECTION shown thus

FUTURE CONNECTIONS constructedunder seperate contract's

Notes1. This Drawing is to be read in conjunction with all other relevant

documentation.2. Do not scale from this drawing, use only printed dimensions.3. All dimensions in millimetres, all chainages, levels and coordinates

are in metres unless defined otherwise.4. This drawing is to be read in conjunction with the project Health and

Safety File for any identified potential risks.5. All materials to be approved by EWA/SEPPD prior to installation.6. Installation to be in accordance with SEPPD standards and best

practices and in accordance with the utility cross sections.7. All works to be carried out by a SEPPD approved contractor.8. Pipe diameters up to 450mm, shall be of uPVC.9. Pipe diameters above 450mm, shall be of GRP material.10. Minimum clear cover from finish grade level to the top of pipe shall

be minimum 1200mm.

No.1

??mm@

??mm@

No.8- ASSET 11 DEEP GRAVITY SEWER

No.9- ASSET 11 DEEP GRAVITY SEWER

No.6- ASSET 11 DEEP GRAVITY SEWER

No.25 - ASSET 11 FOUL SEWER

FUTURE 200mm TRUNK FOUL SEWERFROM ASSET 12B I.L = -1.953

FUTURE 200mm TRUNK FOUL SEWERFROM ASSET 12B I.L = -2.212

FUTURE 200mm TRUNK FOUL SEWERFROM ASSET 12B I.L = -1.680

FUTURE 200mm TRUNK FOUL SEWERFROM ASSET 12A I.L = -6.853

FUTURE 200mmTRUNK FOUL SEWERFROM ASSET 12A I.L = -4.689

IN

OUT

Rev Description Prep ChkdAppdDate

Client

Design Consultant

Project

Stage

Title

Scale

Checked Approved Date

Drawing No. Rev

Prepared

Job No.

10001-JB-11-PRE-0612 A

JAN '15PHW.FN.C

1:2000@A1 10001

SHEET 12 OF 12LAYOUT PLAN OF ASSET 11

FOUL SEWER

PRELIMINARY DESIGN

DIYAR AL MUHARRAQ

PRIORITY WORKSPRIMARY INFRASTRUCTURE

A Draft Issue for Review N.C W.F W.F JAN '15ASSET 12A

ASSET 12B

ASSET 14A

SARAT

No.26 - ASSET 11 FOUL SEWER

No.8- ASSET 11 DEEP GRAVITY SEWER

No.9- ASSET 11 DEEP GRAVITY SEWER No.10- ASSET 11 DEEP GRAVITY SEWER

FUTURE 200mm TRUNK FOUL SEWERFROM ASSET 12B I.L = -2.912

TRUNK FOUL SEWERFROM ASSET SARAT I.L = -3.881

TRUNK FOUL SEWERFROM ASSET SARAT I.L = -4.689

FUTURE 200mm TRUNK FOUL SEWERFROM ASSET 14A I.L = -2.925

LEGEND:

PROPOSED MANHOLE shown thus

PROPOSED PIPELINE shown thus

PROPOSED DEEP GRAVITY SEWER(ASSET 11)shown thus

SECTION No. & DIRECTION shown thus

FUTURE CONNECTIONS constructedunder seperate contract's

Notes1. This Drawing is to be read in conjunction with all other relevant

documentation.2. Do not scale from this drawing, use only printed dimensions.3. All dimensions in millimetres, all chainages, levels and coordinates

are in metres unless defined otherwise.4. This drawing is to be read in conjunction with the project Health and

Safety File for any identified potential risks.5. All materials to be approved by EWA/SEPPD prior to installation.6. Installation to be in accordance with SEPPD standards and best

practices and in accordance with the utility cross sections.7. All works to be carried out by a SEPPD approved contractor.8. Pipe diameters up to 450mm, shall be of uPVC.9. Pipe diameters above 450mm, shall be of GRP material.10. Minimum clear cover from finish grade level to the top of pipe shall

be minimum 1200mm.

No.1

??mm@

??mm@

Client

Design Consultant

Project

Stage

Title

Scale

Checked Approved Date

Drawing No. Rev

Prepared

Job No.

10001-JB-11-PRE-0613 A

JAN '15PHW.FN.C

As Shown@A1 10001

SHEET 1 OF 6SECTIONS

FOUL SEWER ASSET 11

PRELIMINARY DESIGN

DIYAR AL MUHARRAQ

PRIORITY WORKSPRIMARY INFRASTRUCTURE

Rev Description Prep ChkdAppdDate

SCALE = 1:2000 HORIZONTAL1:200 VERTICAL

A Draft Issue for Review N.C W.F W.F JAN '15

LEGEND:

PROPOSED MANHOLE shown thus

PROPOSED PIPELINE shown thus

PROPOSED GROUND LEVEL shown thus

EXISTING GROUND LEVEL Shown thus

22A-F-No.

Notes1. This Drawing is to be read in conjunction with all other relevant

documentation.2. Do not scale from this drawing, use only printed dimensions.3. All dimensions in millimetres, all chainages, levels and coordinates

are in metres unless defined otherwise.4. This drawing is to be read in conjunction with the project Health and

Safety File for any identified potential risks.5. All materials to be approved by EWA/SEPPD prior to installation.6. Installation to be in accordance with SEPPD standards and best

practices and in accordance with the utility cross sections.7. All works to be carried out by a SEPPD approved contractor.8. Pipe diameters up to 450mm, shall be of uPVC.9. Pipe diameters above 450mm, shall be of GRP material.10. Minimum clear cover from finish grade level to the top of pipe shall

be minimum 1200mm.

Client

Design Consultant

Project

Stage

Title

Scale

Checked Approved Date

Drawing No. Rev

Prepared

Job No.

10001-JB-11-PRE-0613 A

JAN '15PHW.FN.C

As Shown@A1 10001

SHEET 2 OF 6SECTIONS

FOUL SEWER ASSET 11

PRELIMINARY DESIGN

DIYAR AL MUHARRAQ

PRIORITY WORKSPRIMARY INFRASTRUCTURE

Rev Description Prep ChkdAppdDate

SCALE = 1:2000 HORIZONTAL1:200 VERTICAL

A Draft Issue for Review N.C W.F W.F JAN '15

LEGEND:

PROPOSED MANHOLE shown thus

PROPOSED PIPELINE shown thus

PROPOSED GROUND LEVEL shown thus

EXISTING GROUND LEVEL Shown thus

22A-F-No.

Notes1. This Drawing is to be read in conjunction with all other relevant

documentation.2. Do not scale from this drawing, use only printed dimensions.3. All dimensions in millimetres, all chainages, levels and coordinates

are in metres unless defined otherwise.4. This drawing is to be read in conjunction with the project Health and

Safety File for any identified potential risks.5. All materials to be approved by EWA/SEPPD prior to installation.6. Installation to be in accordance with SEPPD standards and best

practices and in accordance with the utility cross sections.7. All works to be carried out by a SEPPD approved contractor.8. Pipe diameters up to 450mm, shall be of uPVC.9. Pipe diameters above 450mm, shall be of GRP material.10. Minimum clear cover from finish grade level to the top of pipe shall

be minimum 1200mm.

Client

Design Consultant

Project

Stage

Title

Scale

Checked Approved Date

Drawing No. Rev

Prepared

Job No.

10001-JB-11-PRE-0615 A

JAN '15PHW.FN.C

As Shown@A1 10001

SHEET 3 OF 6SECTIONS

FOUL SEWER ASSET 11

PRELIMINARY DESIGN

DIYAR AL MUHARRAQ

PRIORITY WORKSPRIMARY INFRASTRUCTURE

Rev Description Prep ChkdAppdDate

SCALE = 1:2000 HORIZONTAL1:200 VERTICAL

LEGEND:

PROPOSED MANHOLE shown thus

PROPOSED PIPELINE shown thus

PROPOSED GROUND LEVEL shown thus

EXISTING GROUND LEVEL Shown thus

11-F-No.

Notes1. This Drawing is to be read in conjunction with all other relevant

documentation.2. Do not scale from this drawing, use only printed dimensions.3. All dimensions in millimetres, all chainages, levels and coordinates

are in metres unless defined otherwise.4. This drawing is to be read in conjunction with the project Health and

Safety File for any identified potential risks.5. Pipe diameters up to 450mm, shall be of uPVC.6. Pipe diameters above 450mm, shall be of GRP material.7. Minimum clear cover from finish grade level to the top of pipe shall

be minimum 1200mm.

A Draft Issue for Review N.C W.F W.F JAN '15

Client

Design Consultant

Project

Stage

Title

Scale

Checked Approved Date

Drawing No. Rev

Prepared

Job No.

10001-JB-11-PRE-0616 A

JAN '15PHW.FN.C

As Shown@A1 10001

SHEET 4 OF 6SECTIONS

FOUL SEWER ASSET 11

PRELIMINARY DESIGN

DIYAR AL MUHARRAQ

PRIORITY WORKSPRIMARY INFRASTRUCTURE

Rev Description Prep ChkdAppdDate

SCALE = 1:2000 HORIZONTAL1:200 VERTICAL

LEGEND:

PROPOSED MANHOLE shown thus

PROPOSED PIPELINE shown thus

PROPOSED GROUND LEVEL shown thus

EXISTING GROUND LEVEL Shown thus

11-F-No.

Notes1. This Drawing is to be read in conjunction with all other relevant

documentation.2. Do not scale from this drawing, use only printed dimensions.3. All dimensions in millimetres, all chainages, levels and coordinates

are in metres unless defined otherwise.4. This drawing is to be read in conjunction with the project Health and

Safety File for any identified potential risks.5. Pipe diameters up to 450mm, shall be of uPVC.6. Pipe diameters above 450mm, shall be of GRP material.7. Minimum clear cover from finish grade level to the top of pipe shall

be minimum 1200mm.

A Draft Issue for Review N.C W.F W.F JAN '15

Client

Design Consultant

Project

Stage

Title

Scale

Checked Approved Date

Drawing No. Rev

Prepared

Job No.

10001-JB-11-PRE-0617 A

JAN '15PHW.FN.C

As Shown@A1 10001

SHEET 5 OF 6SECTIONS

FOUL SEWER ASSET 11

PRELIMINARY DESIGN

DIYAR AL MUHARRAQ

PRIORITY WORKSPRIMARY INFRASTRUCTURE

Rev Description Prep ChkdAppdDate

SCALE = 1:2000 HORIZONTAL1:200 VERTICAL

LEGEND:

PROPOSED MANHOLE shown thus

PROPOSED PIPELINE shown thus

PROPOSED GROUND LEVEL shown thus

EXISTING GROUND LEVEL Shown thus

11-F-No.

Notes1. This Drawing is to be read in conjunction with all other relevant

documentation.2. Do not scale from this drawing, use only printed dimensions.3. All dimensions in millimetres, all chainages, levels and coordinates

are in metres unless defined otherwise.4. This drawing is to be read in conjunction with the project Health and

Safety File for any identified potential risks.5. Pipe diameters up to 450mm, shall be of uPVC.6. Pipe diameters above 450mm, shall be of GRP material.7. Minimum clear cover from finish grade level to the top of pipe shall

be minimum 1200mm.

A Draft Issue for Review N.C W.F W.F JAN '15

Client

Design Consultant

Project

Stage

Title

Scale

Checked Approved Date

Drawing No. Rev

Prepared

Job No.

10001-JB-11-PRE-0618 A

JAN '15PHW.FN.C

As Shown@A1 10001

SHEET 6 OF 7SECTIONS

FOUL SEWER ASSET 11

PRELIMINARY DESIGN

DIYAR AL MUHARRAQ

PRIORITY WORKSPRIMARY INFRASTRUCTURE

Rev Description Prep ChkdAppdDate

SCALE = 1:2000 HORIZONTAL1:200 VERTICAL

LEGEND:

PROPOSED MANHOLE shown thus

PROPOSED PIPELINE shown thus

PROPOSED GROUND LEVEL shown thus

EXISTING GROUND LEVEL Shown thus

11-F-No.

Notes1. This Drawing is to be read in conjunction with all other relevant

documentation.2. Do not scale from this drawing, use only printed dimensions.3. All dimensions in millimetres, all chainages, levels and coordinates

are in metres unless defined otherwise.4. This drawing is to be read in conjunction with the project Health and

Safety File for any identified potential risks.5. Pipe diameters up to 450mm, shall be of uPVC.6. Pipe diameters above 450mm, shall be of GRP material.7. Minimum clear cover from finish grade level to the top of pipe shall

be minimum 1200mm.

A Draft Issue for Review N.C W.F W.F JAN '15

Client

Design Consultant

Project

Stage

Title

Scale

Checked Approved Date

Drawing No. Rev

Prepared

Job No.

10001-JB-11-PRE-0619 A

JAN '15PHW.FN.C

As Shown@A1 10001

SHEET 7 OF 7SECTIONS

FOUL SEWER ASSET 11

PRELIMINARY DESIGN

DIYAR AL MUHARRAQ

PRIORITY WORKSPRIMARY INFRASTRUCTURE

Rev Description Prep ChkdAppdDate

SCALE = 1:2000 HORIZONTAL1:200 VERTICAL

LEGEND:

PROPOSED MANHOLE shown thus

PROPOSED PIPELINE shown thus

PROPOSED GROUND LEVEL shown thus

EXISTING GROUND LEVEL Shown thus

11-F-No.

Notes1. This Drawing is to be read in conjunction with all other relevant

documentation.2. Do not scale from this drawing, use only printed dimensions.3. All dimensions in millimetres, all chainages, levels and coordinates

are in metres unless defined otherwise.4. This drawing is to be read in conjunction with the project Health and

Safety File for any identified potential risks.5. Pipe diameters up to 450mm, shall be of uPVC.6. Pipe diameters above 450mm, shall be of GRP material.7. Minimum clear cover from finish grade level to the top of pipe shall

be minimum 1200mm.

A Draft Issue for Review N.C W.F W.F JAN '15

1:30 CROSSFALL

1200

100 100

10mm THICKEPOXY MORTAR

200mm THICKCONCRETE WALL (C45/20)

HALF ROUND CHANNEL

1000 G POLYTHENE SHEET

CONCRETE BLINDING 50mm THICK

PAINT PROTECTION INACCORDANCE WITH SECTION GOF THESPECIFICATION (TABLE G1)

200 800 200

250

BENCHING TO BE C45/20CONCRETE FINISHED WITH10mm THICK EPOXY MORTAR

MASTIC SEALANT 50x25 THICK WITHBOND BREAKER MEMBRANE TOUNDERSIDE ONLY

RTR LINER IN ACCORDANCE WITHSECTION 'F' OF THE SPECIFICATION

200

MEDIUM OR HEAVY DUTY CAST IRONCOVER AND FRAME WITH RTR SEALING PLATE

ROAD LEVEL (PAVED AREAS)COVER LEVEL -5

ROAD LEVEL (UNPAVED AREAS)COVER LEVEL -50

GROUND LEVEL (OPEN AREAS)COVER LEVEL -150

CONCRETE HAUNCHGRADE C 45/20

PRECAST COVER SUPPORT PAINTEDINTERNALLY WITH EPOXY MORTAR

2000

Max

.

1:30 CROSSFALL

1001000100 250250

50

POSITION OFACCESS HOLE

10mm THICKEPOXY MORTAR

250mm THICKCONCRETE WALL (C45/20)

HALF ROUND CHANNEL

1000 G POLYTHENE SHEET

CONCRETE BLINDING 50mm THICK

PAINT PROTECTION INACCORDANCE WITH SECTION GOF THE SPECIFICATION (TABLE G1)

250 1200 250

3000

Max

.30

0

BENCHING TO BE C45/20CONCRETE FINISHED WITH10mm THICK EPOXY MORTAR

MASTIC SEALANT 50x25 THICK WITHBOND BREAKER MEMBRANE TOUNDRESIDE ONLY

RTR LINER IN ACCORDANCE WITHSECTION 'F' OF THE SPECIFICATION

200

REINFORCEMENT BAR

MEDIUM OR HEAVY DUTY CAST IRONCOVER AND FRAME WITH RTR SEALING PLATE

ROAD LEVEL (PAVED AREAS)COVER LEVEL -5

ROAD LEVEL (UNPAVED AREAS)COVER LEVEL -50

GROUND LEVEL (OPEN AREAS)COVER LEVEL -150

CONCRETE HAUNCHGRADE C 45/20

PRECAST COVER SUPPORTPAINTED INTERNALLY WITHEPOXY MORTAR

800

3-3 T20-100 B

4 T20-200 B

4 T20-200 B

4 T20-200 B

1+5 T20-100 B

4 T20 TRIMMER BARS

300

800

600

450 450

1700

CHAMBER TYPE - E

????(SCALE 1:20)

???????????(SCALE 1:20)

????(SCALE-1:20)

???????????(SCALE-1:20)

?????????????????????(SCALE-1:20)

CHAMBER TYPE - F

Xref P:\10001-Diyar al Muharraq Primary Infrastructure\10001-106 Drawings\000 XREF Files\10001-JB-000-M2-0001_DRBD_WA1.dwg

Rev Description Prep ChkdAppdDate

Client

Design Consultant

Project

Stage

Title

Scale

Checked Approved Date

Drawing No. Rev

Prepared

Job No.

10001-JB-11-PRE-0620 A

Jan '15PHW.FN.C

1:2000@A1 10001

OF ASSET 11TYPE E&F AND COVER TYPES

MH SCHEDULE & CHAMBER DETAILS

PRELIMINARY DESIGN

DIYAR AL MUHARRAQ

PRIORITY WORKSPRIMARY INFRASTRUCTURE

A Draft Issue for Review N.C W.F W.F JAN '15

Notes1. This Drawing is to be read in conjunction with all

other relevant documentation.2. Do not scale from this drawing, use only

printed dimensions.3. All dimensions in millimetres, all chainages,

levels and coordinates are in metres unlessdefined otherwise.

4. This drawing is to be read in conjunction with theproject Health and Safety File for any identifiedpotential risks.

5. All materials to be approved by EWA/SEPPDprior to installation.

6. Installation to be in accordance with SEPPDstandards and best practices and in accordancewith the utility cross sections.

7. All works to be carried out by a SEPPDapproved contractor.

1:30 CROSSFALL

2001000200 250250

50

POSITION OFACCESS HOLE

HALF ROUND CHANNEL

1000 G POLYTHENE SHEET

250 1400 250

3000

Max

.30

0

MASTIC SEALANT 50x25mm THICKWITH BOND BREAKERMEMBRANE TOUNDRESIDE ONLY

RTR LINER IN ACCORDANCE WITHSECTION 'F' OF THE SPECIFICATION

200

REINFORCEMENT BAR

MEDIUM OR HEAVY DUTY CAST IRONCOVER AND FRAME WITH RTR SEALING PLATE

ROAD LEVEL (PAVED AREAS)COVER LEVEL -5

ROAD LEVEL (UNPAVED AREAS)COVER LEVEL -50

GROUND LEVEL (OPEN AREAS)COVER LEVEL -150

CONCRETE HAUNCHGRADE C 45/20

PRECAST COVER SUPPORT PAINTEDINTERNALLY WITH EPOXY MORTAR

800

10mm THICKEPOXY MORTAR

250mm THICKCONCRETE WALL (C45/20)

CONCRETE BLINDING 50mm THICK

PAINT PROTECTION INACCORDANCE WITH SECTION GOF THE SPECIFICATION (TABLE G1)

BENCHING TO BE C45/20CONCRETE FINISHED WITH10mm THICK EPOXY MORTAR

3-3 T16-180 B

5 T16 145 B

5 T16 145 B

5 T16-145 B

1+4 T16-145 B

4 T16 TRIMMER BARS

310

800

790

550

1900

550 800

1:30 CROSSFALL

2001000200

250250

50

POSITION OFACCESS HOLE

1400

10mm THICKEPOXY MORTAR

250mm THICKCONCRETE WALL (C45/20)

HALF ROUND CHANNEL

1000 G POLYTHENE SHEET

CONCRETE BLINDING 50mm THICK

PAINT PROTECTION IN ACCORDANCEWITH SECTION G OF THESPECIFICATION (TABLE G1)

250 1400 250

2000

Max

.35

0

BENCHING TO BE C45/20CONCRETE FINISHED WITH10mm THICK EPOXY MORTAR

MASTIC SEALANT 50x25mm THICKWITH BOND BREAKERMEMBRANE TO UNDRESIDE ONLY

RTR LINER IN ACCORDANCE WITHSECTION 'F' OF THE SPECIFICATION

200

REINFORCEMENT BAR

MEDIUM OR HEAVY DUTY CAST IRONCOVER AND FRAME WITH RTR SEALING PLATE

ROAD LEVEL (PAVED AREAS)COVER LEVEL -5

ROAD LEVEL (UNPAVED AREAS)COVER LEVEL -50

GROUND LEVEL (OPEN AREAS)COVER LEVEL -150

CONCRETE HAUNCHGRADE C 45/20

PRECAST COVER SUPPORT PAINTEDINTERNALLY WITH EPOXY MORTAR

250

800 200200

3-3 T16-180 B

5 T16 145 B

5 T16 145 B

5 T16-145 B

1+4 T16-145 B

4 T16 TRIMMER BARS

310

800

790

550

1900

550 800

FOULSEW

ER

?

FOUL SE

WER

?

FOUL SE

WER

?

FOULSEW

ER

?

FOULSEWER

?

CHAMBER TYPE - G

????(SCALE 1:20)

???????????(SCALE 1:20)

CHAMBER TYPE - H

?????????????????????(SCALE-1:20)

????(SCALE 1:20)

???????????(SCALE 1:20)

?????????????????????(SCALE-1:20)

Rev Description Prep ChkdAppdDate

Client

Design Consultant

Project

Stage

Title

Scale

Checked Approved Date

Drawing No. Rev

Prepared

Job No.

10001-JB-11-PRE-0621 A

JAN '15PHW.FN.C

1:2000@A1 10001

OF ASSET 11TYPE G&H

CHAMBER DETAILS

PRELIMINARY DESIGN

DIYAR AL MUHARRAQ

PRIORITY WORKSPRIMARY INFRASTRUCTURE

A Draft Issue for Review N.C W.F W.F JAN '15

Notes1. This Drawing is to be read in conjunction with all

other relevant documentation.2. Do not scale from this drawing, use only

printed dimensions.3. All dimensions in millimetres, all chainages,

levels and coordinates are in metres unlessdefined otherwise.

4. This drawing is to be read in conjunction with theproject Health and Safety File for any identifiedpotential risks.

5. All materials to be approved by EWA/SEPPDprior to installation.

6. Installation to be in accordance with SEPPDstandards and best practices and in accordancewith the utility cross sections.

7. All works to be carried out by a SEPPDapproved contractor.

????????????????????????????????????????????????????????

????????????????????????????????????????????????????????

?????????????????????????????????????????????????????

CHAMBER COVER TYPE