This document contains plans and drawings for a proposed foul sewer system for a social housing project in East Sitra, Bahrain. It includes 4 sheets showing layout plans of the proposed sewer pipelines and manholes for Village 2. The plans indicate how the system will connect to existing deep gravity sewers and provide design details such as pipe material specifications. Accompanying notes provide information on related drawings, standards, and design/installation requirements.

1. 2TX
2TX
3TX
2TX
2
6
2TX
V-6
Project
Stage
Title
Design Consultant
Checked Approved Date
Rev
Prepared
Job No.
Rev Description Prep Chkd Appd Date
PJH
10011
DETAIL DESIGN
SOCIAL HOUSING PROJECT
AT EAST SITRA
Client
JOD-10011-C-CD-00-FS-PL-0601 -
Nov '15J.DN.C
1:1000@A1
OVERALL VILLAGE 2 LAYOUT PLAN
EAST SITRA FOUL SEWER
PJHJDNCDraft DETAIL DESIGN IssueA
V-2
0602 0603
0604 0605
CONNECT TO DEEP GRAVITY SEWER
REFER TO AREA 10 DRAWINGS
CONNECT TO DEEP GRAVITY SEWER
REFER TO AREA 10 DRAWINGS
CONNECT TO DEEP GRAVITY SEWER
REFER TO AREA 10 DRAWINGS
LEGEND:
PROPOSED MANHOLE shown thus
PROPOSED MAIN PIPELINE shown thus
SECTION No. & DIRECTION shown thus
LATERAL SEWER & CHAMBER shown thus
NOTE's :
FOUL SECTIONS
REFER TO DRAWING's
JOD-10011-C-CD-00-FS-PL-0606 to 0609
LATERAL SECTIONS
REFER TO DRAWING's
JOD-10011-C-CD-00-FS-PL-0610 to 0619
STANDARD DETAILS
REFER TO DRAWING's
JOD-10011-C-CD-00-FS-PL-0620 to 0624 FOR
MANHOLE REPORT & CHAMBER DETAILS.
No.1
200mm@1:?
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.
?

2. Project
Stage
Title
Design Consultant
Checked Approved Date
Rev
Prepared
Job No.
Rev Description Prep Chkd Appd Date
PJH
10011
DETAIL DESIGN
SOCIAL HOUSING PROJECT
AT EAST SITRA
Client
JOD-10011-C-CD-00-FS-PL-0602 -
Nov '15J.DN.C
1:500@A1
SHEET 1 of 4
VILLAGE 2 LAYOUT PLAN
EAST SITRA FOUL SEWER
PJHJDNCDraft DETAIL DESIGN IssueA
No.1
No.1
No.1 No.1
No.2
No.3
No.1
No.4
No.6
No.5
No.5
No.5
No.7
No.7
No.8
No.18
No.18
No.13
No.12
No.12
No.14
No.14
No.14
No.14
No.15
No.16
No.28
35
1
36
37
38
39 44
43
41
42
2 40 3
45
46
47
48
80
79
78
77
76
18
114
115 116 118
119
86
87
90 91
88
8483
8213
81
12
15 89
171
172
173
102
103
100
95
104 93
90
90
9594
61
57
56
54
55
58
59
60
63
64
8
62
10
9
LEGEND:
PROPOSED MANHOLE shown thus
PROPOSED MAIN PIPELINE shown thus
SECTION No. & DIRECTION shown thus
LATERAL SEWER & CHAMBER shown thus
NOTE's :
FOUL SECTIONS
REFER TO DRAWING's
JOD-10011-C-CD-00-FS-PL-0606 to 0609
LATERAL SECTIONS
REFER TO DRAWING's
JOD-10011-C-CD-00-FS-PL-0610 to 0619
STANDARD DETAILS
REFER TO DRAWING's
JOD-10011-C-CD-00-FS-PL-0620 to 0624 FOR
MANHOLE REPORT & CHAMBER DETAILS.
No.1
200mm@1:?
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.
?
117
93
6
5 52
49
464
51
50
7
204
53
96
205
169
170

3. 2TX
Project
Stage
Title
Design Consultant
Checked Approved Date
Rev
Prepared
Job No.
Rev Description Prep Chkd Appd Date
PJH
10011
DETAIL DESIGN
SOCIAL HOUSING PROJECT
AT EAST SITRA
Client
JOD-10011-C-CD-00-FS-PL-0603 -
Nov '15J.DN.C
1:500@A1
SHEET 2 of 4
VILLAGE 2 LAYOUT PLAN
EAST SITRA FOUL SEWER
PJHJDNCDraft DETAIL DESIGN IssueA
No.11
No.11
No.9
No.9
No.9
No.10
No.8
No.14
No.33
Deep
Gravity Sewer
to East Sitra Pumphouse
CONNECT TO DEEP GRAVITY SEWER
SEE AREA 10 DRAWINGS FOR DETAILS
98
99 106
16
28170
169
168
17
33
74
75
70
69
67
68 72 73
71
11
66
20610
65
111
112
109
LEGEND:
PROPOSED MANHOLE shown thus
PROPOSED MAIN PIPELINE shown thus
SECTION No. & DIRECTION shown thus
LATERAL SEWER & CHAMBER shown thus
NOTE's :
FOUL SECTIONS
REFER TO DRAWING's
JOD-10011-C-CD-00-FS-PL-0606 to 0609
LATERAL SECTIONS
REFER TO DRAWING's
JOD-10011-C-CD-00-FS-PL-0610 to 0619
STANDARD DETAILS
REFER TO DRAWING's
JOD-10011-C-CD-00-FS-PL-0620 to 0624 FOR
MANHOLE REPORT & CHAMBER DETAILS.
No.1
200mm@1:?
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
No.3
No.1
No.4
No.6
No.5
No.5
No.5
No.7
No.7
No.8
No.14
No.14
No.14
No.14
No.15
No.16
No.28
46
48
119
86
87
90 91
88
84
15 89
171
172
173
102
103
100
95
104 93
90
9594
61
57
56
54
55
58
59
60
63
64
8
62
9
93
6
5 52
49
464
51
50
7
204
53
96
205
105
108
110
Deep
Gravity Sewer
to East Sitra Pumphouse

4. 2 2TX
Project
Stage
Title
Design Consultant
Checked Approved Date
Rev
Prepared
Job No.
Rev Description Prep Chkd Appd Date
PJH
10011
DETAIL DESIGN
SOCIAL HOUSING PROJECT
AT EAST SITRA
Client
JOD-10011-C-CD-00-FS-PL-0604 -
Nov '15J.DN.C
1:500@A1
SHEET 3 of 4
VILLAGE 2 LAYOUT PLAN
EAST SITRA FOUL SEWER
PJHJDNCDraft DETAIL DESIGN IssueA
No.18
No.18
No.18
No.18
No.18
No.19
No.20
No.20
No.20
No.21
No.22
No.24
No.24 No.24
No.24
No.24
No.23
No.25
No.26
No.28
No.28
No.28
No.28
No.32
No.32
No.30
19 120
115 116
117 119
118
121
22
138
140
139
130
131
143
137
136
135
134
133
21 13220
122
123
124
125
126
127
128
129
24
144
145
146
147
148
149
150
151
158
152
153
155
154
156
157162
163
159
160
164
26
166
165
LEGEND:
PROPOSED MANHOLE shown thus
PROPOSED MAIN PIPELINE shown thus
SECTION No. & DIRECTION shown thus
LATERAL SEWER & CHAMBER shown thus
NOTE's :
FOUL SECTIONS
REFER TO DRAWING's
JOD-10011-C-CD-00-FS-PL-0606 to 0609
LATERAL SECTIONS
REFER TO DRAWING's
JOD-10011-C-CD-00-FS-PL-0610 to 0619
STANDARD DETAILS
REFER TO DRAWING's
JOD-10011-C-CD-00-FS-PL-0620 to 0624 FOR
MANHOLE REPORT & CHAMBER DETAILS.
No.1
200mm@1:?
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.
?
23 141
142
No.24
30
179
14
85
188
32
189
191
190
90
No.17
34
161
25
No.28
15
89
173
172
171 169
170
178175
174 177
184
183
182180
181
193
192 203
97
206

5. 2TX
3TX
2 2TX
Project
Stage
Title
Design Consultant
Checked Approved Date
Rev
Prepared
Job No.
Rev Description Prep Chkd Appd Date
PJH
10011
DETAIL DESIGN
SOCIAL HOUSING PROJECT
AT EAST SITRA
Client
JOD-10011-C-CD-00-FS-PL-0605 -
Nov '15J.DN.C
1:500@A1
SHEET 4 of 4
VILLAGE 2 LAYOUT PLAN
EAST SITRA FOUL SEWER
PJHJDNCDraft DETAIL DESIGN IssueA
No.18
No.18
No.18
No.27
No.24
No.23
No.28
No.28
No.28
No.28
No.29
No.33
No.33
No.30
No.30
No.32
No.32
No.20
Deep
Gravity Sewer
to East Sitra Pumphouse
CONNECT TO DEEP GRAVITY SEWER
see AREA 10 DRAWINGS FOR DETAILS
15
89
173
172
171 169
170 28
168
178175
174 177
176
90
195
196
197
31
185
186
187
184
183
182180
181
30
179
14
85
188
32
189
191
190
192
193
203
201
202 200
199
198
33
194
27
167
151
141
142
159
140
130
131
143
LEGEND:
PROPOSED MANHOLE shown thus
PROPOSED MAIN PIPELINE shown thus
SECTION No. & DIRECTION shown thus
LATERAL SEWER & CHAMBER shown thus
NOTE's :
FOUL SECTIONS
REFER TO DRAWING's
JOD-10011-C-CD-00-FS-PL-0606 to 0609
LATERAL SECTIONS
REFER TO DRAWING's
JOD-10011-C-CD-00-FS-PL-0610 to 0619
STANDARD DETAILS
REFER TO DRAWING's
JOD-10011-C-CD-00-FS-PL-0620 to 0624 FOR
MANHOLE REPORT & CHAMBER DETAILS.
No.1
200mm@1:?
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.24
No.24
No.17
No.26
152
153
155
154
156
157
162
34
161
163
164
26
166
165
97
No.18
No.24
No.24
No.24
No.25
158
25
160
206
CONNECT TO DEEP
GRAVITY
SEWER
see AREA 10
DRAWINGS FOR DETAILS
No.31

6. Project
Stage
Title
Design Consultant
Checked Approved Date
Rev
Prepared
Job No.
Rev Description Prep Chkd Appd Date
PJH
10011
DETAIL DESIGN
SOCIAL HOUSING PROJECT
AT EAST SITRA
Client
JOD-10011-C-CD-00-FS-PL-0606 -
Nov '15J.DN.C
1:1000@A1
SHEET 1 of 4
VILLAGE 2 SECTION
EAST SITRA FOUL SEWER
PJHJDNCDraft DETAIL DESIGN IssueA
SCALE = 1:1000 HORIZONTAL
1:100 VERTICAL
LEGEND:
PROPOSED MANHOLE shown thus
PROPOSED PIPELINE shown thus
LATERAL SEWER CONNECTION shown thus
V 2 - F - N o .
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.

7. Project
Stage
Title
Design Consultant
Checked Approved Date
Rev
Prepared
Job No.
Rev Description Prep Chkd Appd Date
PJH
10011
DETAIL DESIGN
SOCIAL HOUSING PROJECT
AT EAST SITRA
Client
JOD-10011-C-CD-00-FS-PL-0607 -
Nov '15J.DN.C
As Shown@A1
SHEET 2 of 4
VILLAGE 2 SECTION
EAST SITRA FOUL SEWER
PJHJDNCDraft DETAIL DESIGN IssueA
SCALE = 1:1000 HORIZONTAL
1:100 VERTICAL
LEGEND:
PROPOSED MANHOLE shown thus
PROPOSED PIPELINE shown thus
LATERAL SEWER CONNECTION shown thus
V 2 - F - N o .
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.

8. Project
Stage
Title
Design Consultant
Checked Approved Date
Rev
Prepared
Job No.
Rev Description Prep Chkd Appd Date
PJH
10011
DETAIL DESIGN
SOCIAL HOUSING PROJECT
AT EAST SITRA
Client
JOD-10011-C-CD-00-FS-PL-0608 -
Nov '15J.DN.C
As Shown@A1
SHEET 3 of 4
VILLAGE 2 SECTION
EAST SITRA FOUL SEWER
PJHJDNCDraft DETAIL DESIGN IssueA
SCALE = 1:1000 HORIZONTAL
1:100 VERTICAL
LEGEND:
PROPOSED MANHOLE shown thus
PROPOSED PIPELINE shown thus
LATERAL SEWER CONNECTION shown thus
V 2 - F - N o .
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.

9. Project
Stage
Title
Design Consultant
Checked Approved Date
Rev
Prepared
Job No.
Rev Description Prep Chkd Appd Date
PJH
10011
DETAIL DESIGN
SOCIAL HOUSING PROJECT
AT EAST SITRA
Client
JOD-10011-C-CD-00-FS-PL-0609 -
Nov '15J.DN.C
As Shown@A1
SHEET 4 of 4
VILLAGE 2 SECTION
EAST SITRA FOUL SEWER
PJHJDNCDraft DETAIL DESIGN IssueA
SCALE = 1:1000 HORIZONTAL
1:100 VERTICAL
LEGEND:
PROPOSED MANHOLE shown thus
PROPOSED PIPELINE shown thus
LATERAL SEWER CONNECTION shown thus
V 2 - F - N o .
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.