1. 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 8
INDEX PLAN OF ASSET 11
FOUL SEWER
PRELIMINARY DESIGN
DIYAR AL MUHARRAQ
PRIORITY WORKS
PRIMARY INFRASTRUCTURE
A Draft Issue for Review N.C W.F W.F JAN '15
ASSET 12A
ASSET 25
ASSET 12B
ASSET 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 constructed
under seperate contract's
Notes
1. 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
2. BRIDGE
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 12
LAYOUT PLAN OF ASSET 11
FOUL SEWER
PRELIMINARY DESIGN
DIYAR AL MUHARRAQ
PRIORITY WORKS
PRIMARY 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 constructed
under seperate contract's
Notes
1. 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
DEEP GRAVITY
SEWER
No. 1 - ASSET 11 & ASSET 27 DEEP GRAVITY SEWER
FUTURE 200mm TRUNK FOUL SEWER
FROM ASSET 27 I.L= -5.781m
FUTURE 200mm TRUNK FOUL SEWER
FROM ASSET 27 I.L = =I.L -4.885
No. 3 - DEEP GRAVITY SEWER
3. 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 12
LAYOUT PLAN OF ASSET 11
FOUL SEWER
PRELIMINARY DESIGN
DIYAR AL MUHARRAQ
PRIORITY WORKS
PRIMARY 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 constructed
under seperate contract's
Notes
1. 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 SEWER
FROM ASSET 17 I.L = =I.L -4.660
FUTURE 200mm TRUNK FOUL SEWER
FROM ASSET 17 I.L = -2.398m
No.12 - ASSET 11 DEEP GRAVITY SEWER
ASSET 16AASSET 15
FUTURE 200mm TRUNK FOUL SEWER
FROM ASSET 18 = -2.398m
4. BRI
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 12
LAYOUT PLAN OF ASSET 11
FOUL SEWER
PRELIMINARY DESIGN
DIYAR AL MUHARRAQ
PRIORITY WORKS
PRIMARY 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 constructed
under seperate contract's
Notes
1. 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.3- ASSET 11
DEEP GRAVITY SEWER
No.1 - ASSET 11
DEEP GRAVITY SEWER
No.2 - ASSET 11 DEEP GRAVITY SEWER
No.12 - ASSET 11
DEEP GRAVITY SEWER
FUTURE 200mm TRUNK FOUL SEWER
FROM ASSET 15 I.L = =I.L -2.131
FUTURE 200mm TRUNK FOUL SEWER
FROM ASSET 25 I.L = 0.125m
FUTURE 200mm TRUNK FOUL SEWER
FROM ASSET 15 I.L = -1.600m
FUTURE 200mm TRUNK FOUL SEWER
FROM ASSET 25 I.L = -5.152m
FUTURE 200mm TRUNK
FOUL SEWER
FROM ASSET 26
I.L = =I.L -4.271m
No.28 - ASSET 11
FUTURE 200mm TRUNK FOUL SEWER
FROM ASSET 25 I.L = =I.L -0.119
5. 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 12
LAYOUT PLAN OF ASSET 11
FOUL SEWER
PRELIMINARY DESIGN
DIYAR AL MUHARRAQ
PRIORITY WORKS
PRIMARY 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 constructed
under seperate contract's
Notes
1. 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 TRUNK
FOUL SEWER
FROM ASSET 16C I.L =-4.782m
FUTURE 200mm TRUNK FOUL SEWER
FROM ASSET 15 = -2.131m
FUTURE 200mm TRUNK
FOUL SEWER
FROM ASSET 15
FUTURE 200mm TRUNK
FOUL SEWER
FROM ASSET 15 = I.L -1.600m
FUTURE 200mm
TRUNK FOUL SEWER
FROM ASSET 16A = I.L -0.996m
FUTURE 200mm
TRUNK FOUL SEWER
FROM ASSET 16A = I.L -1.909m
6. 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 12
LAYOUT PLAN OF ASSET 11
FOUL SEWER
PRELIMINARY DESIGN
DIYAR AL MUHARRAQ
PRIORITY WORKS
PRIMARY 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 constructed
under seperate contract's
Notes
1. 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 DEEP
GRAVITY SEWER
ASSET 24B No.21 - ASSET 11 FOUL SEWER
No.22-- ASSET 11 FOUL SEWER
FUTURE 200mm TRUNK FOUL SEWER
FROM ASSET 23A I.L = -2.405
FUTURE 200mm TRUNK FOUL SEWER
FROM ASSET 23A I.L = -1.909m
FUTURE 200mm TRUNK FOUL SEWER
FROM ASSET 24A I.L = --1.829m
FUTURE 200mm TRUNK FOUL SEWER
FROM ASSET 23B I.L = -1.568m
FUTURE 200mm TRUNK FOUL SEWER
FROM ASSET 23A I.L = -1.402m
FUTURE 200mm
TRUNK FOUL
SEWER FROM
ASSET 23B I.L = -2.826m
FUTURE 200mm TRUNK FOUL SEWER
FROM ASSET 24B I.L = -2.915m
7. 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 12
LAYOUT PLAN OF ASSET 11
FOUL SEWER
PRELIMINARY DESIGN
DIYAR AL MUHARRAQ
PRIORITY WORKS
PRIMARY 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 constructed
under seperate contract's
Notes
1. 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 TRUNK
FOUL SEWER
FROM ASSET 13A I.L = -1.318
FUTURE 200mm TRUNK FOUL SEWER
FROM ASSET 13A I.L = -2.546
FUTURE 200mm TRUNK FOUL SEWER
FROM ASSET 23B I.L = -0.4088
FUTURE 200mm TRUNK
FOUL SEWER
FROM ASSET 13B I.L = -0.332
FUTURE 200mm TRUNK
FOUL SEWER
FROM ASSET
13B I.L = -0.555
FUTURE 200mm TRUNK FOUL SEWER
FROM ASSET 13B I.L = -1.788
FUTURE 200mm
TRUNK FOUL SEWER
FROM ASSET 14A I.L = -0.729
8. 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 12
LAYOUT PLAN OF ASSET 11
FOUL SEWER
PRELIMINARY DESIGN
DIYAR AL MUHARRAQ
PRIORITY WORKS
PRIMARY 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 constructed
under seperate contract's
Notes
1. 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 SEWER
FROM ASSET 22B I.L = -2.282m
No.20 - ASSET 11 FOUL SEWER
FUTURE 200mm TRUNK FOUL SEWER
FROM ASSET 23A I.L = -2.05
FUTURE 200mm TRUNK FOUL SEWER
FROM ASSET 23A I.L = -i.909m
FUTURE 200mm TRUNK FOUL SEWER
FROM ASSET 23A I.L = -1.402m
FUTURE 200mm TRUNK FOUL SEWER
FROM ASSET 22B I.L = -3.021
No.11- ASSET 11 DEEP GRAVITY SEWER
9. 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 12
LAYOUT PLAN OF ASSET 11
FOUL SEWER
PRELIMINARY DESIGN
DIYAR AL MUHARRAQ
PRIORITY WORKS
PRIMARY 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 constructed
under seperate contract's
Notes
1. 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 SEWER
FROM ASSET 13A I.L = -2.546
FUTURE 200mm TRUNK FOUL SEWER
FROM ASSET 13A I.L = -1.318
FUTURE 200mm TRUNK FOUL SEWER
FROM ASSET 22B
FUTURE 200mm TRUNK FOUL SEWER
FROM ASSET 14A I.L = -0.729
FUTURE 200mm TRUNK
FOUL SEWER
FROM ASSET 12B I.L = -1.953
FUTURE 200mm TRUNK FOUL SEWER
FROM ASSET 12B I.L = -2.212
FUTURE 200mm TRUNK FOUL SEWER
FROM ASSET 12B I.L = -1.680
10. 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 12
LAYOUT PLAN OF ASSET 11
FOUL SEWER
PRELIMINARY DESIGN
DIYAR AL MUHARRAQ
PRIORITY WORKS
PRIMARY INFRASTRUCTURE
No.20 - ASSET 11 FOUL SEWER
A Draft Issue for Review N.C W.F W.F JAN '15
ASSET 22A
ASSET 22B
LEGEND:
PROPOSED MANHOLE shown thus
PROPOSED PIPELINE shown thus
PROPOSED DEEP GRAVITY SEWER
(ASSET 11)shown thus
SECTION No. & DIRECTION shown thus
FUTURE CONNECTIONS constructed
under seperate contract's
Notes
1. 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 SEWER
FROM ASSET 22B
FUTURE 200mm TRUNK
FOUL SEWER
FROM ASSET 22A I.L = -2.283
FUTURE 200mm TRUNK
FOUL SEWER
FROM ASSET 22B
I.L = -3.021
11. 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 12
LAYOUT PLAN OF ASSET 11
FOUL SEWER
PRELIMINARY DESIGN
DIYAR AL MUHARRAQ
PRIORITY WORKS
PRIMARY INFRASTRUCTURE
A Draft Issue for Review N.C W.F W.F JAN '15
ASSET 12A
ASSET 12B
No.4
No.18
No.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 constructed
under seperate contract's
Notes
1. 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 SEWER
FROM ASSET 12B I.L = -1.953
FUTURE 200mm TRUNK FOUL SEWER
FROM ASSET 12B I.L = -2.212
FUTURE 200mm TRUNK FOUL SEWER
FROM ASSET 12B I.L = -1.680
FUTURE 200mm TRUNK FOUL SEWER
FROM ASSET 12A I.L = -6.853
FUTURE 200mm
TRUNK FOUL SEWER
FROM ASSET 12A I.L = -4.689
12. 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 12
LAYOUT PLAN OF ASSET 11
FOUL SEWER
PRELIMINARY DESIGN
DIYAR AL MUHARRAQ
PRIORITY WORKS
PRIMARY INFRASTRUCTURE
A Draft Issue for Review N.C W.F W.F JAN '15
ASSET 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 SEWER
FROM ASSET 12B I.L = -2.912
TRUNK FOUL SEWER
FROM ASSET SARAT I.L = -3.881
TRUNK FOUL SEWER
FROM ASSET SARAT I.L = -4.689
FUTURE 200mm TRUNK FOUL SEWER
FROM 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 constructed
under seperate contract's
Notes
1. 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@
13. 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 6
SECTIONS
FOUL SEWER ASSET 11
PRELIMINARY DESIGN
DIYAR AL MUHARRAQ
PRIORITY WORKS
PRIMARY INFRASTRUCTURE
Rev Description Prep ChkdAppdDate
SCALE = 1:2000 HORIZONTAL
1:200 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.
Notes
1. 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.
14. 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 6
SECTIONS
FOUL SEWER ASSET 11
PRELIMINARY DESIGN
DIYAR AL MUHARRAQ
PRIORITY WORKS
PRIMARY INFRASTRUCTURE
Rev Description Prep ChkdAppdDate
SCALE = 1:2000 HORIZONTAL
1:200 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.
Notes
1. 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.
15. 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 6
SECTIONS
FOUL SEWER ASSET 11
PRELIMINARY DESIGN
DIYAR AL MUHARRAQ
PRIORITY WORKS
PRIMARY INFRASTRUCTURE
Rev Description Prep ChkdAppdDate
SCALE = 1:2000 HORIZONTAL
1:200 VERTICAL
LEGEND:
PROPOSED MANHOLE shown thus
PROPOSED PIPELINE shown thus
PROPOSED GROUND LEVEL shown thus
EXISTING GROUND LEVEL Shown thus
11-F-No.
Notes
1. 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
16. 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 6
SECTIONS
FOUL SEWER ASSET 11
PRELIMINARY DESIGN
DIYAR AL MUHARRAQ
PRIORITY WORKS
PRIMARY INFRASTRUCTURE
Rev Description Prep ChkdAppdDate
SCALE = 1:2000 HORIZONTAL
1:200 VERTICAL
LEGEND:
PROPOSED MANHOLE shown thus
PROPOSED PIPELINE shown thus
PROPOSED GROUND LEVEL shown thus
EXISTING GROUND LEVEL Shown thus
11-F-No.
Notes
1. 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
17. 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 6
SECTIONS
FOUL SEWER ASSET 11
PRELIMINARY DESIGN
DIYAR AL MUHARRAQ
PRIORITY WORKS
PRIMARY INFRASTRUCTURE
Rev Description Prep ChkdAppdDate
SCALE = 1:2000 HORIZONTAL
1:200 VERTICAL
LEGEND:
PROPOSED MANHOLE shown thus
PROPOSED PIPELINE shown thus
PROPOSED GROUND LEVEL shown thus
EXISTING GROUND LEVEL Shown thus
11-F-No.
Notes
1. 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
18. 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 7
SECTIONS
FOUL SEWER ASSET 11
PRELIMINARY DESIGN
DIYAR AL MUHARRAQ
PRIORITY WORKS
PRIMARY INFRASTRUCTURE
Rev Description Prep ChkdAppdDate
SCALE = 1:2000 HORIZONTAL
1:200 VERTICAL
LEGEND:
PROPOSED MANHOLE shown thus
PROPOSED PIPELINE shown thus
PROPOSED GROUND LEVEL shown thus
EXISTING GROUND LEVEL Shown thus
11-F-No.
Notes
1. 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
19. 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 7
SECTIONS
FOUL SEWER ASSET 11
PRELIMINARY DESIGN
DIYAR AL MUHARRAQ
PRIORITY WORKS
PRIMARY INFRASTRUCTURE
Rev Description Prep ChkdAppdDate
SCALE = 1:2000 HORIZONTAL
1:200 VERTICAL
LEGEND:
PROPOSED MANHOLE shown thus
PROPOSED PIPELINE shown thus
PROPOSED GROUND LEVEL shown thus
EXISTING GROUND LEVEL Shown thus
11-F-No.
Notes
1. 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
20. 1:30 CROSSFALL
1200
100 100
10mm THICK
EPOXY MORTAR
200mm THICK
CONCRETE WALL (C45/20)
HALF ROUND CHANNEL
1000 G POLYTHENE SHEET
CONCRETE BLINDING 50mm THICK
PAINT PROTECTION IN
ACCORDANCE WITH SECTION G
OF THESPECIFICATION (TABLE G1)
200 800 200
250
BENCHING TO BE C45/20
CONCRETE FINISHED WITH
10mm THICK EPOXY MORTAR
MASTIC SEALANT 50x25 THICK WITH
BOND BREAKER MEMBRANE TO
UNDERSIDE ONLY
RTR LINER IN ACCORDANCE WITH
SECTION 'F' OF THE SPECIFICATION
200
MEDIUM OR HEAVY DUTY CAST IRON
COVER 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 HAUNCH
GRADE C 45/20
PRECAST COVER SUPPORT PAINTED
INTERNALLY WITH EPOXY MORTAR
2000Max.
1:30 CROSSFALL
1001000100 250250
50
POSITION OF
ACCESS HOLE
10mm THICK
EPOXY MORTAR
250mm THICK
CONCRETE WALL (C45/20)
HALF ROUND CHANNEL
1000 G POLYTHENE SHEET
CONCRETE BLINDING 50mm THICK
PAINT PROTECTION IN
ACCORDANCE WITH SECTION G
OF THE SPECIFICATION (TABLE G1)
250 1200 250
3000Max.300
BENCHING TO BE C45/20
CONCRETE FINISHED WITH
10mm THICK EPOXY MORTAR
MASTIC SEALANT 50x25 THICK WITH
BOND BREAKER MEMBRANE TO
UNDRESIDE ONLY
RTR LINER IN ACCORDANCE WITH
SECTION 'F' OF THE SPECIFICATION
200
REINFORCEMENT BAR
MEDIUM OR HEAVY DUTY CAST IRON
COVER 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 HAUNCH
GRADE C 45/20
PRECAST COVER SUPPORT
PAINTED INTERNALLY WITH
EPOXY 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
300800600
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 Infrastructure10001-106 Drawings000 XREF Files10001-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 11
TYPE E&F AND COVER TYPES
MH SCHEDULE & CHAMBER DETAILS
PRELIMINARY DESIGN
DIYAR AL MUHARRAQ
PRIORITY WORKS
PRIMARY INFRASTRUCTURE
A Draft Issue for Review N.C W.F W.F JAN '15
Notes
1. 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.
21. 1:30 CROSSFALL
2001000200 250250
50
POSITION OF
ACCESS HOLE
HALF ROUND CHANNEL
1000 G POLYTHENE SHEET
250 1400 250
3000Max.300
MASTIC SEALANT 50x25mm THICK
WITH BOND BREAKER
MEMBRANE TOUNDRESIDE ONLY
RTR LINER IN ACCORDANCE WITH
SECTION 'F' OF THE SPECIFICATION
200
REINFORCEMENT BAR
MEDIUM OR HEAVY DUTY CAST IRON
COVER 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 HAUNCH
GRADE C 45/20
PRECAST COVER SUPPORT PAINTED
INTERNALLY WITH EPOXY MORTAR
800
10mm THICK
EPOXY MORTAR
250mm THICK
CONCRETE WALL (C45/20)
CONCRETE BLINDING 50mm THICK
PAINT PROTECTION IN
ACCORDANCE WITH SECTION G
OF THE SPECIFICATION (TABLE G1)
BENCHING TO BE C45/20
CONCRETE FINISHED WITH
10mm 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
310800790
550
1900
550 800
1:30 CROSSFALL
2001000200
250250
50
POSITION OF
ACCESS HOLE
1400
10mm THICK
EPOXY MORTAR
250mm THICK
CONCRETE WALL (C45/20)
HALF ROUND CHANNEL
1000 G POLYTHENE SHEET
CONCRETE BLINDING 50mm THICK
PAINT PROTECTION IN ACCORDANCE
WITH SECTION G OF THE
SPECIFICATION (TABLE G1)
250 1400 250
2000Max.350
BENCHING TO BE C45/20
CONCRETE FINISHED WITH
10mm THICK EPOXY MORTAR
MASTIC SEALANT 50x25mm THICK
WITH BOND BREAKER
MEMBRANE TO UNDRESIDE ONLY
RTR LINER IN ACCORDANCE WITH
SECTION 'F' OF THE SPECIFICATION
200
REINFORCEMENT BAR
MEDIUM OR HEAVY DUTY CAST IRON
COVER 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 HAUNCH
GRADE C 45/20
PRECAST COVER SUPPORT PAINTED
INTERNALLY 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
310800790
550
1900
550 800
FO
U
L
SEW
ER
FO
U
L
SEW
ER
FO
U
L
SEW
ER
FO
U
L
SEW
ER
FOUL
SEWER
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 11
TYPE G&H
CHAMBER DETAILS
PRELIMINARY DESIGN
DIYAR AL MUHARRAQ
PRIORITY WORKS
PRIMARY INFRASTRUCTURE
A Draft Issue for Review N.C W.F W.F JAN '15
Notes
1. 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.
CHAMBER COVER TYPE
