Nov 21, 2016 - 250m3 Tank - Inlet and Outlet Chamber Details - Sheet 1 -Mid Height Pumping Station. WMCL-KRCS-MHPS-03. C
COUNTY GOVERNMENT OF KILIFI KENYA RED CROSS SOCIETY
KILIFI: GANZE—BAMBA BOOK OF DRAWINGS - PIPELINE WORKS
KRCS/PRF00011 - VOLUME 3 LOT 1 NOVEMBER 2016 CLIENT: KENYA RED CROSS SOCIETY
Submitted by:
P.O. Box 40712-00100 NAIROBI
DRAWING INDEX-GANZE - PIPELINE WORKS TITLE
S/No.
DRAWING No.
GANZE BAMBA PIPELINE: LOCATION MAPS 1
Kilifi Location Map
WMCL-KRCS-LM 00
2
Ganze Bamba Project Location Map
WMCL-KRCS-LM 01
3
Ganze Bamba Project Schematic
WMCL-KRCS-LM 02
GANZE BAMBA PIPELINE:PLAN AND PROFILE 4
Ganze Bamba Pipeline: Plan & Profile km 0+000 to 1+300
WMCL-KRCS-PP 1
5
Ganze Bamba Pipeline: Plan & Profile km 1+300 to 2+600
WMCL-KRCS-PP 2
Ganze Bamba Pipeline: Plan & Profile km 2+600 to 3+900
WMCL-KRCS-PP 3
7
Ganze Bamba Pipeline: Plan & Profile km 3+900 to 5+200
WMCL-KRCS-PP 4
8
Ganze Bamba Pipeline: Plan & Profile km 5+200 to 6+500
WMCL-KRCS-PP 5
9
Ganze Bamba Pipeline: Plan & Profile km6+500 to 7+800
WMCL-KRCS-PP 6
10
Ganze Bamba Pipeline: Plan & Profile km 7+800 to 8+740
WMCL-KRCS-PP 7
11
Ganze Bamba Pipeline: Plan & Profile km 0+000 to 1+300
WMCL-KRCS-PP2-1
12
Ganze Bamba Pipeline: Plan & Profile km 1+300 to 2+600
WMCL-KRCS-PP2-2
Ganze Bamba Pipeline: Plan & Profile km 2+600 to 3+900
WMCL-KRCS-PP2-3
14
Ganze Bamba Pipeline: Plan & Profile km 3+900 to 5+200
WMCL-KRCS-PP2-4
15
Ganze Bamba Pipeline: Plan & Profile km 5+200 to 6+000
WMCL-KRCS-PP2-5
16
Connection Detail for Existing G.I Pipe and Proposed Upvc Pipe
WMCL-KRCS-CD 01
6
13
STANDARD DETAILS GANZE - BAMBA 17
Pipe Bedding and Marker Post Details
18
Thrust Block for Bends Details
19
Air Valve Chamber Details
WMCL-KRCS-STD-04
20
Washout Chamber Details
WMCL-KRCS-STD-05
21
Sign Board Detail
WMCL-KRCS-STD-06
WMCL-KRCS-STD-01 WMCL-KRCS-STD-02
COMPILATION OF FITTINGS : GANZE - BAMBA WMCL-KRCS-COF-01
22 Ganze - Bamba Compilation of Fittings for AirValves and Washouts 23
WMCL-KRCS-COF-02
Ganze - Bamba Compilation of Fittings for Bends BAMBA TANK CONNECTION 24 1500m3 Tank - Inlet and Outlet Chamber Details -Bamba Tank 25
WMCL-KRCS-BTC-01
250m3 Tank - Inlet and Outlet Chamber Details - Sheet 1 -Mid Height Pumping Station
WMCL-KRCS-MHPS-03
SURVEY AND DESIGN OF FOUR WATER SUPPLY SYSTEMS IN KILIFI AND TAITA TAVETA COUNTIES
COUNTY GOVERNMENT OF KILIFI
CONSULTING ENGINEERS
KENYA RED CROSS SOCIETY P.O. BOX 40712 - 00100 NAIROBI, KENYA
Wanjohi Mutonyi Consult Ltd., P.O. Box 21714-00505, Corner Ngong/Ndemi Road, Nairobi. Tel:(254) -020 3876690/1/2 Email:
[email protected]
REVISIONS DATE
21st Nov, 2016
DESCRIPTION
First Issue
SURVEYED
BY
P.K.M
DESIGNED
BY
D.M
DRAWN
BY
G.G
CHECKED
BY
D.M
APPROVED
BY
P.K.M
SCALES Hor: 1:2000 Vert: 1:200
Date : NOVEMBER,2016
Ganze Pumping Station Connection to the existing
Mid Height Pump Station
SURVEY AND DESIGN OF FOUR WATER SUPPLY SYSTEMS IN KILIFI AND TAITA TAVETA COUNTIES CLIENT
CONSULTING ENGINEERS
KENYA RED CROSS SOCIETY P.O. BOX 40712 - 00100 NAIROBI, KENYA
Wanjohi Mutonyi Consult Ltd., P.O. Box 21714-00505, Corner Ngong/Ndemi Road, Nairobi. Tel:(254) -020 3876690/1/2 Email:
[email protected]
COUNTY GOVERNMENT OF KILIFI REVISIONS DATE
DESCRIPTION
SURVEYED
BY
DESIGNED
BY
DRAWN
BY
CHECKED
BY
APPROVED
BY
SCALES Hor: As Shown
LOCATION MAP – KILIFI Date :
Sept,2016
Drg. No.WMCL-KRC—LM 00
NORTH
WMCL-KRCS-LM-01
SCHEMATIC OF GANZE - BAMBA SYSTEM
Ganze Sump Tank Capacity: 100m3 + 150m3 Elevation: 161m AOD
150 mm Ø
1.2 KM
8.84 KM
6. 45
Migamboni Primary Pop: 300*
KM 4.
Dungicha 94 Tank 1 157m A.O.D
227m A.O.D Furthest Point
Bamba Population: 2719
2.19 KM 4.96 KM
4.23 KM 250 mm Ø
3.8 KM
239m A.O.D Highest; 251m A.O.D
200-250 mm Ø
Nzovuni Tank Capacity: 50m3 Bamba Tanks 249m A.O.D Capacity: 1500m3 Highest; 315m AOD 257m A.O.D Nzovuni Tank 1 Capacity: 50m3 254m A.O.D
KM
Silala Offtake
2. Population Served by Ganze Pump Station is 67,241
Mayenzeni Population: 3607
7 1.3
234m A.O.D Start Point
Ganze Pop: 7,966
To Muyuni Primary
M 5.83 K
10.4 KM 100 mm Ø
Mbonga
Vilakwe Primary Vilakwe Tank (25-30m3) 165m A.O.D
219m A.O.D Palakumi Booster Station
Kimbule School
Baricho line to Mombasa
235m A.O.D Kidemu 254m Pop: 2,466 A.O.D Palakumi Pop: 11,492
2.0 KM
6.3 KM
8.8 KM
Zakhem Offtake
Mwabayanyundo Highest: Pop: 430 264m A.O.D 1500m3 Tank at Mwinjo KM Mwinjo
World Vision Tanks Capacity: 100m3 298m A.O.D
Misemereni Tank (100m3) 310m A.O.D
6.24 KM 2.10 KM
22.0
1. Ganze Pump House {2 Operational Pumps 30m3/hr} {1 Standby 57m3/hr Pump}
Mitangani Secondary Offtake Pop: 300* 234m A.O.D
Rimarapera Trading Center Tank (50m3) 232m A.O.D
Midoina Line Kiosk # 8 246m A.O.D
Kalimani Tank Capacity: 100m3 Pop: 1,455 243m A.O.D
Misemereni Population: 2719
LEGEND Existing Tank Pump
Bandari Population: 455
KM
Supply Line Dungicha Tank 2 Pop: 2,804 192m A.O.D
5.56 KM
Jila Tank Capacity: 50m3 209m A.O.D
6.57 KM
Highest; 216m A.O.D
Mihirini Tank Capacity: 50m3 Pop: 3,206 212m A.O.D
Pop: 300* - Provisional Estimate
SURVEY AND DESIGN OF FOUR WATER SUPPLY SYSTEMS IN KILIFI AND TAITA TAVETA COUNTIES
COUNTY GOVERNMENT OF KILIFI
CONSULTING ENGINEERS
KENYA RED CROSS SOCIETY P.O. BOX 40712 - 00100 NAIROBI, KENYA
Midoina Tank Capacity: 100m3 281m A.O.D
Population: 1279
Kilimani Line Water Kiosk 235m A.O.D
Misemereni Bandari Sec School, Pop: 618 278m A.O.D
Bamba Rimarapera Midoina Tank 252m A.O.D
27.0 KM
5.72 KM
Baricho line to Mombasa
Tsangatsini Pop: 8600
Katofeni Pop: 3,206
NOTE
Gotani Pop: 850
Wanjohi Mutonyi Consult Ltd., P.O. Box 21714-00505, Corner Ngong/Ndemi Road, Nairobi. Tel:(254) -020 3876690/1/2 Email:
[email protected]
REVISIONS DATE
21st Nov, 2016
DESCRIPTION
First Issue
SURVEYED
BY
P.K.M
DESIGNED
BY
D.M
DRAWN
BY
G.G
CHECKED
BY
D.M
APPROVED
BY
P.K.M
SCALES Hor: 1:2000 Vert: 1:200
Date : NOVEMBER,2016
Drg. No. WMCL-KRCS-LM 02
21st Nov, 2016 First Issue DRAWN BY
G.G
CHECKED BY
D.M
APPROVED BY
P.K.M Date : November,2016
180.97 180.89 180.66 180.06 179.30 178.51 178.20 176.87 175.28
179.75 180.20 179.50 178.34 177.19 176.03 174.87 173.71 172.55
164.68
180.77
179.29
163.29
180.48
178.84
165.89
180.32
178.38
167.09
179.72
177.93
164.44
178.78
177.48
165.60
178.18
177.02
168.30
177.97
176.57
169.51
176.82
175.63
166.76
175.68
174.44
167.92
174.58
173.24
170.71
173.47
172.05
171.92
172.24
170.86
169.08
171.07
169.67
170.24
170.11
168.48
173.62
168.80
167.29
171.39
167.49
158.72
157.06
166.35
158.69
156.27
166.09
158.10
155.47
165.03
156.28
154.67
165.47
155.20
153.88
164.23
154.47
153.08
164.67
153.56
152.29
163.85
152.48
151.49
163.43
151.67
150.69
162.64
151.18
149.90
163.03
151.67
150.16
162.32
151.78
150.49
161.84
151.87
150.83
161.05
152.26
151.16
161.69
152.66
151.50
161.26
153.22
151.83
160.25
153.99
152.17
159.45
154.80
153.11
161.38
155.80
154.47
159.92
157.19
155.82
158.66
158.66
157.17
157.86
160.26
163.51
158.78
0
COUNTY GOVERNMENT OF KILIFI
SCALES
Hor: 1:2000 Vert: 1:200
Drg. No. WMCL-KRC-PP-01
-5.8 %
EXISTING DN 250, G.S Longsection for 0 to 1+300
1+300
1+280
1+260
1+240
1+220
1+200
1+180
1+160
1+140
1+120
1+100
1+080
1+060
1+040
1+020
1+000
980
960
940
920
900
880
860
840
820
800
780
760
740
720
700
680
660
640
620
600
580
560
540
520
500
480
460
440
420
400
380
360
340
320
300
280
260
240
220
200
180
160
140
120
100
80
60
40
20
X
X
X
X
X
X
X
.00 0 00 0+
X
X X
X X X X X X GB1
X X X
X
X
162.51
X 9400 + 960
B
00
D.M
1+20 0.
BY
+ 960
N X 9600 +690600X 9
P.K.M
DESIGNED
X 9800
System Points + 960
2.3 %
0.00 1+30
184 50 m
0
BY
DESCRIPTION
0m
1+400.0
01
SURVEY AND DESIGN OF FOUR WATER SUPPLY SYSTEMS IN KILIFI AND TAITA TAVETA COUNTIES 1+10 0.00
V
50 m
1+100
DA
SC
1+0 00
1+00 0.00
S
800 Y + 572
0+900. 00
SURVEYED
DATE
900
6.0 %
000 Y
800
4.0 %
+ 573
200 Y
0 0+700.0
REVISIONS
0+800.00
700
CONSULTING ENGINEERS
+ 573
400 Y
Pipe Details
+ 573
Wanjohi Mutonyi Consult Ltd., P.O. Box 21714-00505, Corner Ngong/Ndemi Road, Nairobi. Tel:(254) -020 3876690/1/2 Email:
[email protected]
0+600.00
600
KENYA RED CROSS SOCIETY -1.7 %
0+500.00
CLIENT -6.8 %
500
162
0+400.00
164
400
-18.6 %
0+300.00
Pipe Invert Levels X
300
Original Ground Level X
200
X
X
0+200.00
X
P.O. BOX 40712 - 00100 X
100
X
Pipe Gradient X
0+100.00
X
Chainages X
600 Y
X
X
+ 573
X
X
800 Y
000 Y
X
X
+ 573
+ 574
X
NAIROBI, KENYA X
0
X
X
WO 01 1+3 00
0
1+2 0
B
100 m
Scale 1:2000
186
DAV 01
182
180
178
176
174
172
170
168
166
WO 01
160
158
156
154
152
150
148
Datum 144 146
GB05
BY
D.M
21st Nov, 2016 First Issue DRAWN BY
CHECKED BY
G.G D.M
APPROVED BY
P.K.M Date : November,2016
155.12 154.18 153.53 153.18 152.96 153.59 154.37 155.08 155.10 155.02 155.46 155.42 155.19 154.97 155.19 155.54 156.35 157.49 158.62 159.99 161.32 162.81 164.36 165.79 167.16 168.35 169.52 170.69 171.90 173.11 174.09 175.07 175.97 177.17
154.02 152.86 151.70 151.83 152.05 152.27 152.49 152.71 152.92 153.14 153.36 153.58 153.80 154.02 154.24 154.46 154.86 156.12 157.37 158.63 159.89 161.15 162.41 163.67 164.93 166.18 167.44 168.70 169.96 171.22 172.48 173.74 174.99 176.25
185.56 186.16 186.67 186.69 186.79 187.51 188.01 188.04 188.34 188.86 189.39 189.84 190.29 190.85 191.44 192.16
184.00 184.42 184.85 185.27 185.70 186.12 186.55 186.97 187.40 187.82 188.25 188.67 189.10 189.55 190.22 190.88
183.83
182.65
184.77
182.77
181.80
183.50
181.91
180.95
181.03
156.48
155.18
180.10
157.96
156.34
180.16
159.21
157.49
179.52
160.11
158.65
179.25
161.01
159.81
178.40
162.71
160.97
178.75
163.80
162.13
177.50
164.68
163.29
2.1 %
COUNTY GOVERNMENT OF KILIFI
SCALES
Hor: 1:2000 Vert: 1:200
Drg. No. WMCL-KRC-PP-02
2+600
2+580
2+560
2+540
50 m
2+520
2+500
2+480
2+460
2+440
2+420
2+400
2+380
2+360
2+340
2+320
2+300
2+280
2+260
2+240
2+220
2+200
2+180
2+160
2+140
2+120
2+100
2+080
2+060
2+040
2+020
2+000
1+980
1+960
1+940
1+920
1+900
1+880
1+860
1+840
1+820
1+800
1+780
1+760
1+740
1+720
1+700
1+680
1+660
1+640
1+620
1+600
1+580
1+560
1+540
1+520
1+500
1+480
1+460
1+440
1+420
1+400
1+380
1+360
0.0
0 1+ 40
1+340
0 00.0 1+5
X
+ 9609400
1+320
0 0.0 60 1+
GB07 0.00 2+40
X + 9609200
1+300
2+600.00
P.K.M
DESIGNED
0m
2+600
BY
DESCRIPTION
+ 571800 Y
SURVEY AND DESIGN OF FOUR WATER SUPPLY SYSTEMS IN KILIFI AND TAITA TAVETA COUNTIES 2283.2 183.6
2+500.00
50 m
2+500
SURVEYED
DATE 4.3 %
GB06
2+400
2141.7 177.6
2+300.00
6.3 %
2+300
Pipe Invert Levels
Y
2+200.00
Original Ground Level 2+200
184
+ 572000
2+100.00
2+100
REVISIONS
Y
2+000.00
CONSULTING ENGINEERS
2+000
1776.5 154.6
+ 572200
Y
Wanjohi Mutonyi Consult Ltd., P.O. Box 21714-00505, Corner Ngong/Ndemi Road, Nairobi. Tel:(254) -020 3876690/1/2 Email:
[email protected]
+ 572400
NAIROBI, KENYA
1+900.00
Pipe Details
1+900
P.O. BOX 40712 - 00100 1.1 %
1+800.00
KENYA RED CROSS SOCIETY 1501.3 151.6
1+800
CLIENT -5.8 %
Y
Pipe Gradient
+ 572600
176
1+700
0 60
Y
SC 1+700.00
1+
+ 573000
Chainages 1+4 GB9
Y
Y
B
+ 572800 Y
+ 573000
+ 573000 1+5 00
S
00 100 m
Scale 1:2000
192
190
188
186
182
AV 02
180
178
174
WO 02
172
170
168
166
164
162
160
158
156
154
Datum 150 152
2557.2 189.5 3.3 2600.0198.6 %
EXISTING DN 250, G.S
System Points
Longsection for 1+300 to 2+600
N
197.33 196.74 196.76 196.77 197.30 197.81 198.85 199.76 200.49
196.38 195.87 195.36 195.17 195.92 196.66 197.40 198.14 198.89
SURVEYED BY
P.K.M
DESIGNED BY
D.M
DRAWN BY
G.G
CHECKED BY
D.M
APPROVED BY
P.K.M Date : November,2016
181.84 180.66 179.57 178.50 177.45 176.74 176.11 175.01 173.43 171.84 170.08 168.90 167.73 166.49 165.16 164.32
180.10 178.96 177.82 176.69 175.55 174.41 173.27 172.14 171.00 169.86 168.73 167.59 166.45 165.31 164.18 163.04 3724.2 161.7
EXISTING DN 250, G.S 5.5 %
COUNTY GOVERNMENT OF KILIFI
SCALES
Hor: 1:2000 Vert: 1:200
Drg. No. WMCL-KRC-PP-03
171.85
170.25
172.60
171.09
171.36
170.02 169.15
3+900
3+880
3+860
3+840
162
168.05
172
3+820
3+800
174
168.93
3+780
3+760
3+740
3+720
3+700
3+680
3+660
3+640
3+620
3+600
3+580
3+560
3+540
3+520
3+500
3+480
3+460
3+440
3+420
3+400
3+380
3+360
3+340
3+320
3+300
3+280
3+260
3+240
3+220
3+200
176
166.95
167.82
183.24
181.84
165.84
185.21
183.62
166.89
187.05
185.40
165.58
188.79
187.18
164.74
190.41
188.97
163.64
192.08
190.75
165.05
194.13
192.53
164.23
195.80
194.31
162.53
197.33
196.10
3+180
3+160
3+140
3+120
3+100
3+080
3+060
3+040
3+020
3+000
2+980
2+960
2+940
2+920
2+900
2+880
2+860
2+840
2+820
2+800
2+780
2+760
2+740
2+720
2+700
2+680
2+660
180
161.90
198.41
197.29
199.36
197.92
196.89
197.89
198.57
197.40
200.25
199.33
197.91
200.68
199.58
198.42
198.49
199.15
198.15
199.10
198.72
197.49
200.97
198.38
196.83
200.90
198.01
196.17
199.70
197.40
199.63
197.15
196.90
194.18
195.51
195.40
193.52
194.85
194.41
192.86
2+640
2+620
0.00 2+90
GB11
193.63
0.00
192.90
4
0
192.20
S 3+90
191.54
AV 0
3+9 0
2+600
0.00
192.16
GB13
GB10 3+80
182
WO
3+8 00
190.88
GB12
++9609200 9609200XX .00
SURVEY AND DESIGN OF FOUR WATER SUPPLY SYSTEMS IN KILIFI AND TAITA TAVETA COUNTIES
+ 570600 Y
3+7 00
-5.7 %
3+7 00
First Issue
+ 570800 Y
DESCRIPTION
3+600.00
REVISIONS 3398.6 180.2
3+600
21st Nov, 2016
0.00
DATE -8.9 %
3+50
3210.0 197.0
3+5 00
CONSULTING ENGINEERS
+ 571000 Y
Wanjohi Mutonyi Consult Ltd., P.O. Box 21714-00505, Corner Ngong/Ndemi Road, Nairobi. Tel:(254) -020 3876690/1/2 Email:
[email protected] -3.0 %
3+400.00
3110.0 200.0
3+400
3.7 %
3+300.00
2974.8 195.0
3+300
Pipe Details -2.6 %
3+200.00
DAV 03
3+200
2833.3 198.6
0 3+100.0
192
3+100
200
3+000.00
202 3+000
KENYA RED CROSS SOCIETY 00
CLIENT 3.3 %
2+800.00
Pipe Gradient 2+800
NAIROBI, KENYA 2+700.00
Pipe Invert Levels 2+700
Original Ground Level DAV 0 03
+ 571200 Y
2+9
2+600.00
P.O. BOX 40712 - 00100 2+600
Chainages + 571400 Y
+ 571600 Y
+ 571800 Y
WO
04
3
B
SC
DAV 04
198
196
194
WO 03
190
188
186
184
WO 04
178
END OF EXISTING 250MM G.S PIPE; FINAL LOCATION TO BE APPROVED BY ENGINEER ON SITE. CONFIGURATION AS PER DRAWING WMCL-KRCS-CD-01
170
168
166
164
START OF SCOPE OF WORK
Datum 160
3900.0189.0
DN 300, uPVC, PN 12.5
System Points
Longsection for 2+600 to 3+900
N
Wanjohi Mutonyi Consult Ltd., P.O. Box 21714-00505, Corner Ngong/Ndemi Road, Nairobi. Tel:(254) -020 3876690/1/2 Email:
[email protected] 5.7 %
Pipe Details
CONSULTING ENGINEERS 4543.9 201.9
DATE
REVISIONS
21st Nov, 2016 DESCRIPTION
First Issue
179.11 180.54 181.81 183.07 184.24 185.41 186.51 187.61 188.67 189.92 190.10 191.21 191.54 191.85
177.97 179.08 180.18 181.28 182.38 183.49 184.59 185.69 186.79 187.90 189.00 189.40 189.80 190.20
-1.8 %
SURVEYED BY
P.K.M
DESIGNED BY
D.M
DRAWN BY
G.G
CHECKED BY
D.M
APPROVED BY
P.K.M
SURVEY AND DESIGN OF FOUR WATER SUPPLY SYSTEMS IN KILIFI AND TAITA TAVETA COUNTIES 199.95 201.07 202.23 204.18 205.14 206.69 208.16 209.47 210.42 211.51 212.96 214.05 215.13 216.16 217.20
199.16 200.34
Date :
201.52 202.71 203.89 205.07
4850.0 196.2
November,2016
206.26 207.44 208.62 209.81 210.99 212.17 213.35 214.54 215.72
194
192
190
188
186
184
182
180
178
176
174
Datum 170 172
5.9 %
COUNTY GOVERNMENT OF KILIFI
SCALES
Hor: 1:2000 Vert: 1:200
Drg. No. WMCL-KRC-PP-04
5+200
AV 05
5+180
198
5+160
200
5+140
202
5+120
204
5+100
5+080
5+060
5+040
5+020
5+000
4+980
4+960
4+940
4+920
4+900
4+880
4+860
WO 05
218.23
199.27
4+840
4+820
4+800
4+780
7°
5°
0.00 4+80
13°
4+
90
05
216.90
198.78 197.97
198.13
196.75
196.79
198.46
197.12
198.29
199.02
197.49
4+760
4+740
4+720
4+700
4+680
4+660
4+640
4+620
4+600
4+580
4+560
4+540
4+520
4+500
4+480
4+460
4+440
4+420
4+400
4+380
4+360
4+340
4+320
4+300
4+280
4+260
4+240
4+220
4+200
4+180
4+160
4+140
4+120
4+100
4+080
4+060
4+040
4+020
4+000
3+980
3+960
3+940
3+920
° 14
3+900
DAV 06
196.38
199.15
200.63
199.34
199.78
200.88
199.71
197.86
201.61
200.08
198.23
201.90
200.45
200.18
202.57
200.82
200.47
202.97
201.19
198.60
202.90
201.56
198.97
202.44
202.00
200.50 201.64
201.01
199.37
198.22
195.97
200.00
196.86
194.83
198.24
195.41
193.70
198.98
193.97
192.57
197.10
193.14
191.80
192.55
178.04
176.87
192.48
176.85
175.77
191.40
175.69
174.66
191.00
174.28
173.56
192.17
173.39
190.60
172.60
GB17
172.46
GB18
171.36
0 0.0
+ 9609200 + 9609200 X X 12°
0 00.0 5+0
8°
0 0.0 10 5+
0 0.0 20 5+
0
4370.0 192.0
+ 569400 Y
2.0 %
06 + 569600 Y
4220.0 189.0
20
00
0
0 90 4+
206 0.00 4+70
208
4 +7 0 0
210 DAV + 569800 Y
212 + 9609400 X
+ 570000 Y
Pipe Invert Levels 4+400.00
Original Ground Level 4+400
13°
0.00 4+60
4+600
4+30 0.00
5 00
196 4+3
AV 0
0 4+50 4+500.00
6°
5.5 %
0
4+20 0.00
B
4+20
NAIROBI, KENYA + 570400 Y
Scale 1:2000 4+100.00
14°
P.O. BOX 40712 - 00100 00 4+8
00
KENYA RED CROSS SOCIETY 100 m
4+100
4+00 0.
CLIENT 4+0 00
Pipe Gradient + 570400 Y
0.00
Chainages 50 m
1 5+
0 5+0
3+90
+ 570600 Y
SC
0m
3+9 00
S
5+
+ 570200 Y
+ 570400 Y
3 +8 00
50 m
WO 50 m
234
232
230
228
226
224
222
220
218
216
214
212
210
208
206
204
202
200
198
196
194 Datum 192
5200.0217.2
DN 300, uPVC, PN 12.5
System Points
Longsection for 3+900 to 5+200
REVISIONS
SURVEYED BY
P.K.M
DESIGNED BY
D.M
DRAWN BY
G.G
CHECKED BY
D.M
APPROVED BY
P.K.M
6260.0 221.5
Date : November,2016
2.6 %
229.17 228.49 227.81 226.79
227.55 226.57 225.60 224.62
6418.0 225.6
COUNTY GOVERNMENT OF KILIFI
SCALES
Hor: 1:2000 Vert: 1:200
Drg. No. WMCL-KRC-PP-05
0.3 %
224.01 223.63 223.67 223.06 223.51 224.88 225.30 225.73 226.23 226.53 226.57 227.00 227.42 227.62 227.78
222.07 221.88 221.69 221.52 222.02 222.54 223.05 223.57 224.09 224.61 225.13 225.60 225.65 225.70 225.75
227.80
224.42
222.27
6+500
6+480
6+460
6+440
6+420
6+400
6+380
6+360
6+340
6+320
6+300
6+280
6+260
6+240
6+220
6+200
6+180
6+160
6+140
6+120
6+100
6+080
6+060
6+040
6+020
6+000
5+980
5+960
5+940
5+920
5+900
5+880
5+860
5+840
5+820
5+800
5+780
5+760
5+740
5+720
5+700
5+680
5+660
5+640
5+620
5+600
5+580
5+560
5+540
5+520
5+500
5+480
5+460
5+440
5+420
5+400
5+380
5+360
5+340
5+320
5+300
5+280
5+260
5+240
5+220
50 m
225.80
224.79
224.71
222.26
224.99
224.36
222.03
222.46
223.85
222.50
223.33
222.34
220.85
221.79
221.93
220.62
221.56
221.63
220.38
222.82
221.46
220.15
222.46
221.54
219.91
221.32
221.63
219.68
221.09
221.72
219.74
222.32
229.44
228.52
220.72
229.71
228.32
222.91
229.71
227.85
224.04
229.59
227.39
221.69
229.05
226.92
222.67
228.52
226.45
225.44
228.21
225.98
223.65
227.45
223.86
222.70
225.51
223.11
222.23
226.65
223.01
221.77
225.04
222.82
221.30
225.85
222.64
220.83
224.58
222.40
220.36
225.14
222.05
219.89
224.11
221.50
219.42
224.48
220.85
218.96
223.64
220.38
218.49
224.13
219.99
218.02
223.17
219.21
0. 5+10
00
0.00 5+20
0 5+3
0.0
0
5+4
0
10°
00.0
6°
GB100
X + 96+0 90 600 90X00 8°
N GB101
5+5
0 00.0
6°
20 °
14 °
X 8800 + 960
217.55
6+500.00
B
DN 300, uPVC, PN 12.5
System Points
Longsection for 5+200 to 6+500
6+500
SURVEY AND DESIGN OF FOUR WATER SUPPLY SYSTEMS IN KILIFI AND TAITA TAVETA COUNTIES -1.0 %
200 Y
6147.0 222.6
+ 568
236
6+400
6+400.00
8°
6+300. 00
1.2 %
WO 6+300
First Issue
400 Y
21st Nov, 2016 DESCRIPTION
+ 568
5+200
6+200.00
228
6+200
DATE 5885.0 219.5
6+100.0 0
Wanjohi Mutonyi Consult Ltd., P.O. Box 21714-00505, Corner Ngong/Ndemi Road, Nairobi. Tel:(254) -020 3876690/1/2 Email:
[email protected] -4.9 %
6+100
CONSULTING ENGINEERS
600 Y
Pipe Details + 568
218.23
00.0 0
GB20
6+0
216.90
WO
6+0 00
218
0
5+9 00.0 0
DAV 07 5+ 9 0
5696.3 228.7
0
2.3 %
00.0
232
5+8
234
07 5+8 00
P.O. BOX 40712 - 00100 800 Y
KENYA RED CROSS SOCIETY + 568
CLIENT 5+70 0.00 5°
NAIROBI, KENYA 000 Y
5205.0 5.9 %217.2
A V
5+7 00
+ 569
244
5+600.00
00
Pipe Gradient 00
SC
5+600
5 5+
00 5+4
5+3
00 5+2
Pipe Invert Levels
200 Y
40 0 Y
Original Ground Level 00
Chainages + 569
+ 569
5+1
S
D
06
07
0m
242
240
238
WO 06 WO 07
230
AV 09
AV 08
226
224
222
220
NRV 01
216
214
212
210
208
206
Datum 202 204
6500.0226.0
Pipe Details
CONSULTING ENGINEERS DATE
REVISIONS
21st Nov, 2016 DESCRIPTION
First Issue
APPROVED
-4.1 %
SURVEYED BY
P.K.M
DESIGNED BY
D.M
DRAWN BY
G.G
CHECKED BY
D.M
BY
P.K.M
7476.6 211.3
SURVEY AND DESIGN OF FOUR WATER SUPPLY SYSTEMS IN KILIFI AND TAITA TAVETA COUNTIES
Date : November,2016
216.21 215.55 214.93 214.36 213.72 212.95 213.09 213.94 214.80 215.65 216.50 217.36 218.21
215.32 214.49 213.67 212.85 212.02 211.46 212.12 212.78 213.44 214.11 214.77 215.43 216.09 3.3 %
Drg. No. WMCL-KRC-PP-06
222.06
223.55
223.34
217.51
216.14
222.90
218.18
216.96
221.39
219.09
217.79
220.73
221.06
218.61
222.40
221.62
219.43
222.06
222.93
220.26
220.07
223.36
221.08
219.41
223.89
221.91
221.62
224.54
222.73
218.74
225.30
223.55
220.77
225.94
224.38
219.92
226.50
225.19
218.08
227.13
225.70
217.42
227.78
226.20
219.06
228.37
226.70
7+800
7+780
7+760
7+740
7+720
7+700
7+680
7+660
7+640
7+620
7+600
7+580
7+560
7+540
7+520
7+500
7+480
7+460
7+440
7+420
7+400
7+380
7+360
7+340
7+320
7+300
7+280
7+260
7+240
7+220
7+200
7+180
7+160
7+140
7+120
7+100
7+080
7+060
7+040
7+020
7+000
6+980
6+960
6+940
6+920
6+900
6+880
6+860
6+840
6+820
6+800
6+780
6+760
6+740
6+720
6+700
6+680
6+660
6+640
6+620
6+600
6+580
6+560
6+540
6+520
210
216.76
228.94
227.21
231.35
230.21
229.50
231.91
230.71
229.78
232.50
231.22
227.71
233.03
231.72
228.21
233.77
232.22
229.98
234.68
232.72
228.71
235.19
233.22
230.36
235.67
233.72
230.74
235.76
234.22
229.21
235.25
233.90
229.71
234.81
231.24
229.51
233.02
230.53
228.63
234.19
229.51
227.75
233.44
228.48
226.88
232.14
227.52
226.02
231.26
227.26
225.95
232.42
227.35
225.90
230.39
227.62
225.85
6+500
+ 9+609 868008080 X0 X
227.80
5°
X
X
225.80
200 Y
7140.0 225.2
+ 567
230
5°
0 7+100.0
7+200.0
0
10° 7
0 +40
.00
0
232
127+5 ° 00.00
7+600.00
7+600
0 7+4
-2.5 %
7+300.00
400 Y
Wanjohi Mutonyi Consult Ltd., P.O. Box 21714-00505, Corner Ngong/Ndemi Road, Nairobi. Tel:(254) -020 3876690/1/2 Email:
[email protected]
+ 567
6772.0 234.4
7+200
600 Y
244
7+100
SC
+ 567
KENYA RED CROSS SOCIETY 4.4 %
7+000.00
CLIENT 6580.0 226.0
7+000
240
6+900.00
0.3 %
10
6+900
NAIROBI, KENYA 800 Y
P.O. BOX 40712 - 00100 + 567
Pipe Gradient X
Pipe Invert Levels 6+800.00
Original Ground Level 6+800
000 Y
Chainages 6+700.00
B
+ 568
100 m
6+700
DA V 7+300
+ 567 800 Y
6+600.00
50 m
6+600
S X
7+500
WO 08
242
238
DAV 10
236
234
WO 08
228
226
224
222
220
218
216
214
212
NRV 02
208
206
Datum 202 204
7800.0223.3
DN 300, uPVC, PN 12.5
System Points
Longsection for 6+500 to 7+800
COUNTY GOVERNMENT OF KILIFI
SCALES
Hor: 1:2000 Vert: 1:200
6
X 8+20
X
0
09 8+200.00 WO
Y 00 666 +5
8+10 0.00
8+1 00
600 608 +9
45°
8°
8+00 0.00
8+0 00
600 608 +9
Y 00 666 +5
7+900.0 0
7+900
0 0 80 7+800.0 7+
0
8+30 0.00
8+30 8+40 0.00
8+40 0 8+50 0.00
8+50 0
50
m
8+700.00
B
6°
000 609 +9
X
800 608 +9
X
Y 00 670 +5
248
Y 00 662 +5
S
m
Y 00 664 +5
50
0 00 1:2 e l ca
Y 00 666 +5
SC
8°
0m
8+700
8+60 0.00
S
8+60 0
0m
Y 00 668 +5
10
246 244 242 240 238
WO 09
236
PROPOSED MID-HEIGHT SUMP TANK LOCATION
234 232 230
DAV 11
228 226 224 222 220 218 216 214 212 210 208
223.3 3.37838.3 %
-3.7 %
7975.0 218.3
-0.3 %
8210.9 217.7
8+740 236.78 235.00
8+720 235.54 234.63
8+700 234.95 234.26
8+680 234.75 233.88
8+660 234.56 233.51
8+640 234.07 233.14
8+620 233.66 232.77
8+600 233.43 232.40
8+580 233.19 232.02
8+560 233.15 231.65
8+540 233.22 231.28
8+520 233.29 230.91
8+500 232.72 230.54
8+480 232.09 230.16
8+460 231.51 229.79
8+440 230.90 229.42
8+420 230.28 229.05
8+400 229.35 228.03
8+380 228.32 226.94
8+360 227.30 225.84
8+340 226.27 224.74
8+320 225.07 223.65
8+300 223.87 222.55
8+280 222.68 221.45
8+260 221.62 220.36
8+240 220.84 219.26
8+220 220.41 218.16
8+200 219.98 217.69
8+180 219.54 217.75
8+160 219.11 217.80
8+140 218.68 217.86
8+120 219.49
8+100 219.65
217.91
219.59 218.02
Pipe Gradient
217.96
219.53 218.07
8+080
219.47 218.12
8+060
219.40 218.18
8+040
219.29 218.23
8+020
219.69 218.29
8+000
220.10 218.85
7+980
221.04 219.59
7+960
221.93 220.32
7+940
222.59 221.06
7+920
223.30 221.79
7+900
223.69 222.53
7+880
224.46 223.26
7+860
223.73
Pipe Invert Levels
222.72
7+840
223.55
7+820
Original Ground Level
222.06
Chainages
7+800
Datum 206
8417.7 229.0
5.5 %
1.9 %
DN 300, uPVC, PN 12.5
Pipe Details System Points
Longsection for 7+800 to 8+740
SURVEY AND DESIGN OF FOUR WATER SUPPLY SYSTEMS IN KILIFI AND TAITA TAVETA COUNTIES CLIENT
COUNTY GOVERNMENT OF KILIFI
CONSULTING ENGINEERS
KENYA RED CROSS SOCIETY P.O. BOX 40712 - 00100 NAIROBI, KENYA
Wanjohi Mutonyi Consult Ltd., P.O. Box 21714-00505, Corner Ngong/Ndemi Road, Nairobi. Tel:(254) -020 3876690/1/2 Email:
[email protected]
REVISIONS DATE
21st Nov, 2016
DESCRIPTION
First Issue
SURVEYED
BY
P.K.M
DESIGNED
BY
D.M
DRAWN
BY
G.G
CHECKED
BY
D.M
APPROVED
BY
P.K.M
SCALES Hor: 1:2000 Vert: 1:200
Date : November,2016
Drg. No. WMCL-KRC-PP-07
Wanjohi Mutonyi Consult Ltd., P.O. Box 21714-00505, Corner Ngong/Ndemi Road, Nairobi. Tel:(254) -020 3876690/1/2 Email:
[email protected]
Pipe Details
CONSULTING ENGINEERS
273.17 274.17 275.06 275.78
271.83 272.92
7.2 %
273.57 274.23
671.0 272.6
DATE
REVISIONS
DESCRIPTION
21st Nov, 2016 First Issue
3.3 % 804.5 277.0
SURVEY AND DESIGN OF FOUR WATER SUPPLY SYSTEMS IN KILIFI AND TAITA TAVETA COUNTIES
SURVEYED BY
P.K.M
DESIGNED BY
D.M
DRAWN BY
CHECKED BY
G.G
D.M
APPROVED BY
P.K.M
-0.4 %
Date : November ,2016
1149.0 275.6 4.5 %
COUNTY GOVERNMENT OF KILIFI
SCALES
MID HEIGHT PUMP STATION - BAMBA
Hor: 1:2000 Vert: 1:200
PLAN AND LONGITUDINAL PROFILE Drg. No. WMCL-KRCS-PP2-1
280.25 281.07 281.83 282.68
278.76 279.66 280.55 281.45
283.68
279.43
1+300
1+280
1+260
1+240
1+220
1+200
1+180
1+160
1+140
1+120
1+100
1+080
1+060
1+040
1+020
1+000
980
960
940
920
900
880
860
50 m
282.35
278.61 277.86
277.09
275.69
276.96
277.08
275.77
277.94
277.09
275.85
277.42
277.12
275.93
276.06
277.15
275.60
277.24 276.02
277.68
276.35
276.10
277.80
276.43
277.42
277.92
276.51
277.57
277.98
276.60
276.18
277.94
276.68
276.27
277.97
276.76
840
236
820
Datum 234
278.02
238
277.89
240
276.84
242
276.93
244
800
246
277.75
248
276.85
250
780
278
760
252
740
720
700
680
660
640
WO 10
277.44
271.78
270.40
620
600
256
276.98
270.34
268.97
AV 12
276.19
269.03
267.53
580
260
275.54
267.51
266.10
560
540
262
276.43
265.88
520
500
480
460
440
420
400
380
360
340
320
300
280
260
240
220
200
180
160
140
120
100
80
60
40
20
0
264
274.88
264.33
264.67
261.08
259.82
263.23
260.43
259.23
263.29
259.86
258.64
262.18
259.60
258.06
261.80
259.02
257.47
260.41
258.44
257.78
256.88
257.21
256.29
252.36
250.98
255.71
250.84
249.53
256.62
249.47
248.07
255.12
247.86
246.62
256.04
246.30
245.17
255.11
244.87
243.72
254.53
243.27
242.26
253.94
241.86
240.81
254.09
240.45
239.36
253.30
239.10
237.91
253.36
237.86
236.45
252.43
236.75
235.00
294
0m
DN 300, uPVC, PN 12.5
System Points
Longsection for 0 to 1+300
+ 960900
0X 0X + 960920
SC
N
+ 960880
0X 0X
50 m
+ 960900
P.O. BOX 40712 - 00100 500.9 260.4
296
1+200
266
65000 Y
268
1+100
270
1+000
272
65200 Y
274
900
NAIROBI, KENYA
AV 13
800
KENYA RED CROSS SOCIETY 2.9 %
65400 Y
276
700
CLIENT 247.8 253.0
600
7.3 %
500
Pipe Invert Levels 400
Original Ground Level 300
Pipe Gradient 200
Chainages 100
0
258
65600 Y
Y
254
65800 Y
66000 Y
+ 566200
S
B
100 m
Scale 1:2000
298
WO 11
292
290
288
286
284
282
280
DAV 14
276
274
272
270
268
266
264
262
260
258 Datum 256
1300.0291.5
First Issue BY
P.K.M
DESIGNED BY
D.M
DRAWN BY
CHECKED BY
G.G
D.M
APPROVED BY
P.K.M Date : November ,2016
1.9 %
DN 300, uPVC, PN 12.5
System Points
Longsection for 1+300 to 2+600
COUNTY GOVERNMENT OF KILIFI
SCALES
MID HEIGHT PUMP STATION - BAMBA
Hor: 1:2000 Vert: 1:200
PLAN AND LONGITUDINAL PROFILE Drg. No. WMCL-KRCS-PP2-2
290.89 291.64
289.54 290.44
316.36
315.03
316.31
316.20
314.64
315.12
316.03
314.26
316.35
315.73
313.87
315.42
315.11
313.48
311.32
309.90
314.61
310.33
308.67
314.18
309.26
307.45
313.09
308.14
306.22
312.70
307.02
304.99
313.76
305.61
303.76
312.31
304.19
302.53
313.05
302.95
301.30
312.20
301.32
300.07
311.92
299.89
298.85
311.13
298.72
297.75
294.58
293.54
297.67
293.63
292.48
296.65
292.55
291.43
296.69
291.60
290.38
295.64
290.81
289.52
295.61
290.18
294.59
289.63 288.98
289.73
288.61
288.45
290.01
288.91
289.54
290.29
289.22
288.30
290.58
292.62
290.74
291.12
292.76
291.04
289.52
292.91
291.35
289.82
293.06
291.65
291.65
293.21
291.95
292.19
293.36
292.26
290.13
293.79
290.43
293.90
293.89
292.61
292.56
293.84
292.42
292.80
293.79
292.23
293.74
289.82
288.64
293.36
288.98
287.74
292.04
288.20
286.84
291.85
287.26
285.94
292.99
286.26
285.05
291.67
285.33
284.15
292.31
284.49
283.25
291.34
283.68
282.35
2+600
2+580
2+560
2+540
2+520
2+500
2+480
2+460
2+440
2+420
2+400
2+380
2+360
2+340
2+320
2+300
2+280
2+260
2+240
2+220
2+200
2+180
2+160
2+140
2+120
2+100
2+080
2+060
2+040
2+020
2+000
1+980
1+960
1+940
1+920
1+900
1+880
1+860
1+840
1+820
1+800
1+780
1+760
1+740
1+720
1+700
1+680
1+660
1+640
1+620
1+600
1+580
1+560
1+540
1+520
1+500
1+480
1+460
1+440
1+420
1+400
1+380
1+360
1+340
1+320
1+300
0X + 960940
0X + 960900 0X
0X + 960920 0X + 960940
318
+ 960920
21st Nov, 2016 SURVEYED
Scale 1:2000 Y
SURVEY AND DESIGN OF FOUR WATER SUPPLY SYSTEMS IN KILIFI AND TAITA TAVETA COUNTIES 2389.5 311.7
100 m
+ 563600
DESCRIPTION
6.1 %
2+600
314 50 m
2+600
REVISIONS 2174.7 298.5
0m
2+500
DATE
Y
CONSULTING ENGINEERS
50 m
+ 563800
Pipe Details 5.3 %
2+400
Y
Wanjohi Mutonyi Consult Ltd., P.O. Box 21714-00505, Corner Ngong/Ndemi Road, Nairobi. Tel:(254) -020 3876690/1/2 Email:
[email protected] 1949.3 288.2 2.7 %2007.3 289.7
2+300
+ 564000
-1.5 %
2+200
308
2+100
1642.9 292.8
Y
0.9 %
+ 564200
288
2+000
P.O. BOX 40712 - 00100 1504.0 291.5
1+900
Pipe Invert Levels Y
Original Ground Level + 564400
NAIROBI, KENYA
AV 15
1+800
296
1+700
KENYA RED CROSS SOCIETY Y
CLIENT + 564600
294
1+600
4.5 %
1+500
Pipe Gradient Y
SC
+ 564800
Chainages 1+400
1+300
S
B
320
316
DAV 18
AV 17
312
310
306
WO 12
304
302
300
298
DAV 16
292
290
286
NRV 03
284
282
Datum 278 280
2582.9 315.5 -2.1 %
N
21st Nov, 2016 First Issue SURVEYED BY
P.K.M
DESIGNED BY
D.M
DRAWN BY
CHECKED BY
G.G
D.M
APPROVED BY
P.K.M
-0.3 %
COUNTY GOVERNMENT OF KILIFI
SCALES
MID HEIGHT PUMP STATION - BAMBA
Hor: 1:2000 Vert: 1:200
PLAN AND LONGITUDINAL PROFILE
Date : Noember,2016
Drg. No. WMCL-KRCS-PP2-3
298.85 298.80 298.67 298.62 298.59 298.50 298.41 298.47 298.53 298.58 298.21 297.83 297.78
297.30 297.24 297.19 297.13 297.07 297.02 296.96 296.90 296.85 296.79 296.73 296.67 296.62
297.74
298.90
297.36
296.56
299.02
299.17
297.76
299.26
299.09
297.82
297.42
299.01
297.87
297.47
298.93
297.93
299.56
299.03
297.99
297.53
299.20
298.04
300.37
299.48
298.10
300.14
299.77
298.16
297.59
300.03
298.22
297.64
300.27
298.27
299.65
300.45
298.33
297.70
300.57
298.39
302.14
299.99
300.68
302.57
300.78
298.44
303.07
301.56
300.67
303.65
302.34
300.22
304.36
303.13
298.50
305.12
303.91
298.56
306.04
304.69
299.99
306.96
305.48
298.62
307.85
306.26
300.53
308.66
307.04
300.91
309.50
307.82
298.67
310.28
308.61
298.73
311.06
309.39
301.25
311.74
310.17
301.57
312.38
310.96
298.79
312.89
311.74
298.84
313.51
312.23
301.86
314.03
312.64
299.21
314.61
315.41
313.88 314.99
315.77
314.30
313.05
316.05
314.71
313.47
316.31
3+900
3+880
3+860
3+840
3+820
3+800
3+780
3+760
3+740
3+720
3+700
3+680
3+660
3+640
3+620
3+600
3+580
3+560
3+540
3+520
3+500
3+480
3+460
3+440
3+420
3+400
3+380
3+360
3+340
3+320
3+300
3+280
3+260
3+240
3+220
3+200
3+180
3+160
3+140
3+120
3+100
3+080
3+060
3+040
3+020
3+000
2+980
2+960
2+940
2+920
2+900
2+880
2+860
2+840
2+820
2+800
2+780
2+760
2+740
2+720
2+700
2+680
2+660
2+640
2+620
2+600
Scale 1:2000 XX 9609400 +609400
315.12
B
50 m
N XX 9609200 609200
DESCRIPTION
0m
3+900
50 m
3+800
+ 9609400 X + 562400 Y
SURVEY AND DESIGN OF FOUR WATER SUPPLY SYSTEMS IN KILIFI AND TAITA TAVETA COUNTIES
+ 562400 Y
300
3+700
3088.6 298.9
3+600
REVISIONS
+ 562600 Y
DATE
3+500
CONSULTING ENGINEERS
3+400
P.O. BOX 40712 - 00100
Wanjohi Mutonyi Consult Ltd., P.O. Box 21714-00505, Corner Ngong/Ndemi Road, Nairobi. Tel:(254) -020 3876690/1/2 Email:
[email protected]
+ 562800 Y
Pipe Details 3+300
308
3+200
KENYA RED CROSS SOCIETY -3.9 %
+ 563000 Y
CLIENT 2756.0 311.9
3+100
-2.1 %
3+000
Pipe Gradient
+ 563200 Y
Pipe Invert Levels 2+900
Original Ground Level 2+800
NAIROBI, KENYA
2+700
2+600
2+600
Chainages + 563400 Y
+ 563600 Y
S
100 m
SC
326
324
322
320
318
316
314
312
310
WO 13
306
304
302
298
AV 19
296
294
292
290
288
Datum 284 286
3900.0296.3
DN 300, uPVC, PN 12.5
System Points
Longsection for 2+600 to 3+900
+ 9609200 X
Pipe Details
CONSULTING ENGINEERS
Wanjohi Mutonyi Consult Ltd., P.O. Box 21714-00505, Corner Ngong/Ndemi Road, Nairobi. Tel:(254) -020 3876690/1/2 Email:
[email protected] 4502.4 305.9 0.7 %
DATE
REVISIONS
DESCRIPTION
21st Nov, 2016 First Issue
4706.4 307.3 -3.4 %
SURVEYED BY
P.K.M
DESIGNED BY
D.M
DRAWN BY
CHECKED BY
G.G
D.M
APPROVED BY
P.K.M
4796.9 304.2 1.0 %
SURVEY AND DESIGN OF FOUR WATER SUPPLY SYSTEMS IN KILIFI AND TAITA TAVETA COUNTIES
Date :
4973.5 306.0
November,2016
308.16
306.74
307.39
306.00
307.80
307.45
306.00
306.51
307.29
306.00
307.41
307.15
306.00
307.05
307.36
305.86
306.29
306.95
305.66
306.06
306.61
305.45
307.05
306.41
305.25
306.00
305.91
305.04
307.11
305.75
304.84
307.16
305.74
304.63
306.00
305.71
304.43
306.00
305.71
304.22
307.20
305.73
306.00
306.50 304.77
307.34 305.45
308.04
308.37
307.10
306.13
308.24
306.97
306.81
308.17
306.83
308.34
308.09
306.70
307.23
308.02
306.56
306.16
304.86
307.95
305.34
303.93
307.69
304.34
303.00
306.43
303.40
302.06
306.30
302.42
301.13
307.50
301.44
300.20
306.16
301.40
299.98
307.30
301.25
299.77
306.78
301.10
299.56
306.03
300.95
299.35
305.80
300.80
299.66
298.09
299.14
299.34
297.88
300.65
299.03
297.67
300.54
298.72
297.46
298.93
298.46
297.25
298.72
298.27
297.04
300.25
298.13
296.83
298.51
297.98
296.62
300.00
297.80
296.41
298.30
297.71
297.60
296.33 296.27
297.58
297.59
296.45 296.39
297.70
296.50
-0.0 %
COUNTY GOVERNMENT OF KILIFI
SCALES
MID HEIGHT PUMP STATION - BAMBA
Hor: 1:2000 Vert: 1:200
PLAN AND LONGITUDINAL PROFILE Drg. No. WMCL-KRCS-PP2-4
5+200
Scale 1:2000
5+180
100 m
5+160
5+140
50 m
5+120
5+100
5+080
5+060
5+040
5+020
5+000
4+980
4+960
4+940
4+920
4+900
4+880
4+860
4+840
4+820
4+800
4+780
4+760
4+740
4+720
4+700
4+680
4+660
4+640
4+620
4+600
4+580
4+560
4+540
4+520
4+500
4+480
4+460
4+440
4+420
4+400
4+380
4+360
4+340
4+320
4+300
4+280
4+260
4+240
4+220
4+200
4+180
4+160
4+140
4+120
4+100
4+080
4+060
4+040
4+020
4+000
3+980
3+960
3+940
3+920
3+900
DAV 21 0m
X X 9609400 +09400
WO 14 N
312 50 m
+ 561000 Y
297.74
00 5+1
296.56
5+00 0
AV 20 + 561200 Y
314
00 5+2
4+900
310
4+8 00
NAIROBI, KENYA 4.7 %
+ 561400 Y
P.O. BOX 40712 - 00100 4379.7 300.2
4+700
308
4+600
KENYA RED CROSS SOCIETY 1.0 %
+ 561600 Y
CLIENT 4005.8 296.3
4+500
-0.3 %
4+400
Pipe Gradient + 561800 Y
Pipe Invert Levels
4+300
304
4+200
Original Ground Level + 562000 Y
306
4+100
SC
+ 562200 Y
Chainages 4+000
3+900
S
B
322
320
318
316
WO 15 AV 22
NRV 04
302
300
298
296
294
292
290
288
286
284
Datum 280 282
5134.3 306.0 1.1 % 5200.0311.5
DN 300, uPVC, PN 12.5
System Points
Longsection for 3+900 to 5+200
XX + 9609400 + 9609400
N X
X
X
X X
X
X
X
X
X
X
X
X
X X X X X
X
X
X
X
6+000
X
5+900
X
X
X
5+800
X
X
5+700
X
X
X
X
X
5+600
X
X
X
X
X
X
X
5+500
5+400
5+300
0 20 5+
X 0X 0 40 4009 + 96+0996
X
X
X
X
X
X
X X
X
X
X
X
X
X
X
X
S
50 m
00 Y
00 Y
Scale 1:2000
100 m
+ 5602
00 Y
+ 5604
00 Y
+ 9609
00 Y
600 X
00 Y
SC
+ 5606
+ 5608
+ 5610
00 m
0m
+ 5598
50 m
B
334 332 330 328 326 324 322 320 318
REFER TO DRAWING WMCL-KRC-BTC-01 FOR BAMBA TANK CONNECTION DETAIL
316 314 312 310 308 306 304 302 300 298 296 294
320.76 6+000.48 319.62
5+980 320.53 319.45
5+960 320.27 319.29
5+940 319.92 319.12
5+920
5+900
319.92
319.93
5835.0 318.3
3.2 %
318.96
318.80
5+880 319.69 318.63
5+860 319.65 318.47
5+840 319.37 318.31
5+820 318.93 317.79
5+800 318.38 317.16
5+780 317.76 316.53
5+760 317.14 315.90
5+740 316.45 315.27
5+720 315.70 314.64
5+700 315.00 314.01
5+680 314.33 313.38
5+660 313.78 312.75
5+640 313.46 312.12
5+620 313.15 311.49
5+600 312.69 311.26
5+580 312.27 311.04
5620.0 311.5
1.1 %
Pipe Gradient
5+560 311.96 310.81
5+540 311.68 310.59
5+520 311.47 310.36
5+500 311.24 310.13
5+480 310.96 309.91
5+460 310.60
5+440 310.34
309.68
5+420
309.45
309.90 309.00
310.08
309.67 308.78
309.23
309.37 308.55
5+400
309.38 308.32
5+380
309.29 308.10
5+360
309.16 307.87
5+340
309.05 307.64
5+320
308.95 307.42
5+300
308.80 307.19
5+280
308.58
Pipe Invert Levels
306.97
5+260
308.16
5+240
Original Ground Level
306.74
Chainages
5+220
5+200
Datum 292
0.8 %
DN 300, uPVC, PN 12.5
Pipe Details System Points
Longsection for 5+200 to 6+000
SURVEY AND DESIGN OF FOUR WATER SUPPLY SYSTEMS IN KILIFI AND TAITA TAVETA COUNTIES CLIENT
COUNTY GOVERNMENT OF KILIFI
CONSULTING ENGINEERS
KENYA RED CROSS SOCIETY P.O. BOX 40712 - 00100 NAIROBI, KENYA
Wanjohi Mutonyi Consult Ltd., P.O. Box 21714-00505, Corner Ngong/Ndemi Road, Nairobi. Tel:(254) -020 3876690/1/2 Email:
[email protected]
REVISIONS DATE
DESCRIPTION
21st Nov, 2016
First Issue
SURVEYED
BY
P.K.M
DESIGNED
BY
D.M G.G
DRAWN
BY
CHECKED
BY
D.M
APPROVED
BY
P.K.M
SCALES
MID HEIGHT PUMP STATION - BAMBA
Hor: 1:2000
PLAN AND LONGITUDINAL PROFILE
Vert: 1:200
Date :
November,2016
Drg. No. WMCL-KRCS-PP2-5
New uPVC DN 300, PN 12.5 Pipe Viking Johnson Adapter DN 300 Pipe One side Flanged one side, One side Plain Reducer/Taper 250-300 Flanged Existing steel Pipe With Flange
SURVEY AND DESIGN OF FOUR WATER SUPPLY SYSTEMS IN KILIFI AND TAITA TAVETA COUNTIES
COUNTY GOVERNMENT OF KILIFI
CONSULTING ENGINEERS
KENYA RED CROSS SOCIETY P.O. BOX 40712 - 00100 NAIROBI, KENYA
Wanjohi Mutonyi Consult Ltd., P.O. Box 21714-00505, Corner Ngong/Ndemi Road, Nairobi. Tel:(254) -020 3876690/1/2 Email:
[email protected]
REVISIONS DATE
21st Nov, 2016
DESCRIPTION
First Issue
SURVEYED
BY
P.K.M
DESIGNED
BY
D.M
DRAWN
BY
G.G
CHECKED
BY
D.M
APPROVED
BY
P.K.M
SCALES Hor: 1:2000 Vert: 1:200
Date : NOVEMBER,2016
Drg. No. WMCL-KRCS-CD 01
F.G.L
850
COMPACTED APPROVED BACKFILL
1000
950
700
COMPACTED APPROVED BACKFILL
WARNING TAPE
150
WARNING TAPE 50
300
SELECTED FILL COMPACTED IN 150 MM LAYERS WARNING TAPE
300
F.G.L
700 Approved sand bed
200
TYPICAL TRENCH
Approved sand or murram
Concrete C20
150
200
150
200
150
TA TRANSMISSION CABLE ERE REQUIRED
150
ELECTED FILL COMPACTED 150 MM LAYERS RNING TAPE
F.G.L
F.G.L
COMPACTED APPROVED BACKFILL
COMPACTED APPROVED BACKFILL
SURFACE REINSTATED
SURFACE REINSTATED
SURFACE REINSTATED
SURFACE REINSTATED
200
TRENCH IN ROCK
PIPE BEDDING DETAIL IN BLACK COTTON SOIL OR CLAY
PIPE BEDDING DETAIL IN BLACK COTTON SOIL OR CLAY
SCALE 1:10
150
3Y12 R6 Sausage links 150 C/C
300 x 300 x 300 mm Base
F.G.L
20X20mm chamfers
1 Blue paint
PL
White paint
White paint 750
F.G.L
20X20mm chamfers
750
Drain ditch
300
Edge of road
Offset distance in meters to pipe centerline Littering on mother post inset in concrete, further details to be instructed on site by Engineer's representative( See Note 3 for letter inset dimensions)
750
Precast C30 concrete post
750
75
Blue paint
White paint
White paint Blue paint
Blue paint
DN=600 D=1.50m
200 200
PIPELINE MARKER POST LETTERING
SLUICE VALVE MARKER POST
AIR VALVE MARKER POST LETTERING
WASHOUT MARKER POST LETTERING
SURVEY AND DESIGN OF FOUR WATER SUPPLY SYSTEMS IN KILIFI AND TAITA TAVETA COUNTIES CONSULTING ENGINEERS
KENYA RED CROSS SOCIETY P.O. BOX 40712 - 00100 NAIROBI, KENYA
Wanjohi Mutonyi Consult Ltd., P.O. Box 21714-00505, Corner Ngong/Ndemi Road, Nairobi. Tel:(254) -020 3876690/1/2 Email:
[email protected]
200
NRV MARKER POST LETTERING
COUNTY GOVERNMENT OF KILIFI P.K.M D.M G.G D.M
SCALES Hor: 1:2000 Vert: 1:200
P.K.M Date : NOVEMBER,2016
Drg. No. WMCL-KRC-STD-01
THRUST BLOCKS FOR TEES
THRUST BLOCK FOR BURIED VALVE
W
Blank flange
W
B
C
D
C
D Blank flange
approved steel wedges
B
_>500
B
E
E
L
B
B
_>500
pipe DN
2 LAYERS OF 8785 FABRIC
PLAN
Slot to suit UB refilled with grade 7 concrete
300 Min 45°
Bitumen coated steel pipeØ cast insitu welded steel circular top plate & welded base.
MAX
D
D
L
D
Flow 400 MIN
UB-Bitumen painted approved by engineer
H 400 Min
SECTION C-C
SECTION B-B
SECTION E-E
SECTION D-D
THRUST BLOCKS FOR HORIZONTAL BENDS TRENCH WIDTH
DN
Trench edge 45° MAX
DN
DIMENSION
B D W 100 0.6 0.6 0.4 150 0.6 0.6 0.4 200 0.6 0.6 0.6 250 0.75 0.75 0.6 300 0.75 0.75 0.6 350 0.75 0.75 0.6 400 0.8 0.8 0.6 450 0.9 0.9 0.6 500 1.5 1.5 0.6 END CAP THRUST BLOCK TYPE 2
Table 4: For other pressure values of tables 1,2, and 3, must be multplied by values in the table below P1 P2 2.0 1.5 1.0 0.5
(bar)
(bar)
10
15 20
0.5 0.67 1.0 2.0
0.75 1.0 1.25 1.0 1.33 1.67 1.5 2.0 2.5 3.0 4.0 5.0
25
30 1.5 2.0 3.0 6.0
L
Trench edge
DIMENSION
B D W 100 0.6 0.5 0.4 150 0.75 0.5 0.4 200 0.8 0.8 0.5 250 1.2 1.0 0.5 300 1.5 1.0 0.6 350 1.5 1.2 0.6 400 2.0 1.5 0.6 450 2.0 1.8 0.6 500 2.3 2.0 0.6 END CAP THRUST BLOCK TYPE 1
A
max
Class 20/25 mass concrete thrust block
DN mm 80 100 150 200 250 300 400 500 600
H
45°
SECTION A-A
90° 0.11 0.16 0.35 0.56 0.93 1.33 2.34 3.53 5.09
60° 0.08 0.11 0.25 0.40 0.66 0.94 1.66 2.50 3.61
Area F=L X H(m²) BENDS OF 45° 30° 22.5° 0.06 0.04 0.03 0.08 0.06 0.04 0.19 0.13 0.10 0.31 0.21 0.16 0.51 0.34 0.26 0.72 0.49 0.37 1.28 0.86 0.65 1.93 1.30 0.98 2.78 1.88 1.41
11.25° 0.02 0.02 0.05 0.08 0.13 0.19 0.33 0.50 0.72
TEE&PIPE END 0.08 0.11 0.25 0.40 0.66 0.94 1.66 2.50 3.61
200 MIN
SURVEY AND DESIGN OF FOUR WATER SUPPLY SYSTEMS IN KILIFI AND TAITA TAVETA COUNTIES
COUNTY GOVERNMENT OF KILIFI
CONSULTING ENGINEERS
KENYA RED CROSS SOCIETY P.O. BOX 40712 - 00100 NAIROBI, KENYA
Wanjohi Mutonyi Consult Ltd., P.O. Box 21714-00505, Corner Ngong/Ndemi Road, Nairobi. Tel:(254) -020 3876690/1/2 Email:
[email protected]
REVISIONS DATE
21st Nov, 2016
DESCRIPTION
First Issue
SURVEYED
BY
P.K.M
DESIGNED
BY
D.M
DRAWN
BY
G.G
CHECKED
BY
D.M
BY
P.K.M
APPROVED
SCALES Hor: 1:2000 Vert: 1:200
Date :
NOVEMBER,2016
Drg. No.
WMCL-KRC-STD-02
Y
-
Y -
Y -
-
-
Y -
-2
-2
B
B
Y Y -
Y
RC WALLS DETAILS
-
-
TOP SLAB RC DETAILS
SURVEY AND DESIGN OF FOUR WATER SUPPLY SYSTEMS IN KILIFI AND TAITA TAVETA COUNTIES CONSULTING ENGINEERS
KENYA RED CROSS SOCIETY P.O. BOX 40712 - 00100 NAIROBI, KENYA
Wanjohi Mutonyi Consult Ltd., P.O. Box 21714-00505, Corner Ngong/Ndemi Road, Nairobi. Tel:(254) -020 3876690/1/2 Email:
[email protected]
-
-
COUNTY GOVERNMENT OF KILIFI P.K.M D.M G.G D.M
SCALES Hor: 1:2000 Vert: 1:200
P.K.M Date : NOVEMBER,2016 Drg. No. WMCL-KRC-STD-03
SURVEY AND DESIGN OF FOUR WATER SUPPLY SYSTEMS IN KILIFI AND TAITA TAVETA COUNTIES CONSULTING ENGINEERS
KENYA RED CROSS SOCIETY P.O. BOX 40712 - 00100 NAIROBI, KENYA
Wanjohi Mutonyi Consult Ltd., P.O. Box 21714-00505, Corner Ngong/Ndemi Road, Nairobi. Tel:(254) -020 3876690/1/2 Email:
[email protected]
COUNTY GOVERNMENT OF KILIFI P.K.M D.M G.G D.M P.K.M
SCALES Hor: 1:2000 Vert: 1:200
Date : NOVEMBER,2016 Drg. No. WMCL-KRC-STD-04
REPUBLIC OF KENYA
TEXT IS BLACK ON WHITE BACKGROUND (LOGO IN COLOUR) TEXT IS BLACK ON WHITE BACKGROUND (SPECIMEN OF LOGO AVAILABLE FROM CONSULTANT)
D:\JOB\COAST WTER PROJECT-BARICHO\Topo\CWSB LOGO.png
DESIGN OF FOUR WATER SUPPLY SYSTEM IN KILIFI AND TAITA TAVETA COUNTY KENYA RED CROSS SOCIETY & COUNTY GOVERNMENT OF KILIFI
FINANCIER:
CONSULTANT :
TEXT IS BLACK ON WHITE BACKGROUND
TEXT IS BLACK ON WHITE BACKGROUND (SPECIMEN OF LOGO AVAILABLE FROM CONSULTANT)
TEXT IS BLACK ON WHITE BACKGROUND (SPECIMEN OF LOGO AVAILABLE FROM CONTRACTOR)
100 X 50 X4 mm THICK RHS PAINTED BLACK 250
P.O Box 21714-00505, Corner Ngong/ Ndemi Road. email:
[email protected]
CONTRACTOR :
TEXT IS BLACK ON WHITE BACKGROUND (SPECIMEN OF LOGO WITH CONTRACTOR)
LOGO
45°
100 x 50 x 4mm THICK RHS PAINTED BLACLK
15 35
BRACING AGAINST WIND 100X 50 mm RHS
GROUND LEVEL 0
60
C 20/25 CONCRETE C 20/25 CONCRETE
30
10Ø MILD STEEL PULSES WELDED ON TO FLAT SIDE
0
SURVEY AND DESIGN OF FOUR WATER SUPPLY SYSTEMS IN KILIFI AND TAITA TAVETA COUNTIES CLIENT
COUNTY GOVERNMENT OF KILIFI
CONSULTING ENGINEERS
KENYA RED CROSS SOCIETY P.O. BOX 40712 - 00100 NAIROBI, KENYA
REVISIONS Wanjohi Mutonyi Consult Ltd., P.O. Box 21714-00505, Corner Ngong/Ndemi Road, Nairobi. Tel:(254) -020 3876690/1/2 Email:
[email protected]
SURVEYED
BY
P.K.M
DATE
DESCRIPTION
DESIGNED
BY
D.M
21st Nov, 2016
First Issue
DRAWN
BY
G.G
CHECKED
BY
D.M
APPROVED
BY
P.K.M
SCALES Hor: 1:2000 Vert: 1:200
Date :
NOVEMBER,2016 Drg. No.
WMCL-KRC-STD-05
SURVEY AND DESIGN OF FOUR WATER SUPPLY SYSTEMS IN KILIFI AND TAITA TAVETA COUNTIES CONSULTING ENGINEERS
KENYA RED CROSS SOCIETY P.O. BOX 40712 - 00100 NAIROBI, KENYA
Wanjohi Mutonyi Consult Ltd., P.O. Box 21714-00505, Corner Ngong/Ndemi Road, Nairobi. Tel:(254) -020 3876690/1/2 Email:
[email protected]
COUNTY GOVERNMENT OF KILIFI P.K.M
SCALES
D.M G.G
Hor: 1:2000
D.M
Vert: 1:200
P.K.M Date : NOVEMBER,2016 Drg. No. WMCL-KRC-COF-01
SURVEY AND DESIGN OF FOUR WATER SUPPLY SYSTEMS IN KILIFI AND TAITA TAVETA COUNTIES CONSULTING ENGINEERS
KENYA RED CROSS SOCIETY P.O. BOX 40712 - 00100 NAIROBI, KENYA
Wanjohi Mutonyi Consult Ltd., P.O. Box 21714-00505, Corner Ngong/Ndemi Road, Nairobi. Tel:(254) -020 3876690/1/2 Email:
[email protected]
COUNTY GOVERNMENT OF KILIFI P.K.M D.M G.G D.M
SCALES Hor: 1:2000 Vert: 1:200
P.K.M Date : NOVEMBER,2016
Drg. No. WMCL-KRC-COF-02
Inlet
A
A
Outlet EXISTING 1500m3 TANK
Overflow & Scour
Existing Inlet Pipe to be disconnected or Sawn off to facilitate connection of new taper. This is to facilitate the use of new existing pipe as a return distribution line
Proposed inlet to be adjusted to the New Configuration as shown to convert the existing rising main to a return distribution line
SURVEY AND DESIGN OF FOUR WATER SUPPLY SYSTEMS IN KILIFI AND TAITA TAVETA COUNTIES
COUNTY GOVERNMENT OF KILIFI
CONSULTING ENGINEERS
KENYA RED CROSS SOCIETY P.O. BOX 40712 - 00100 NAIROBI, KENYA
Wanjohi Mutonyi Consult Ltd., P.O. Box 21714-00505, Corner Ngong/Ndemi Road, Nairobi. Tel:(254) -020 3876690/1/2 Email:
[email protected]
REVISIONS DATE
21st Nov, 2016
DESCRIPTION
First Issue
SURVEYED
BY
P.K.M
SCALES
DESIGNED
BY
DRAWN
BY
D.M G.G
Hor: 1:2000
CHECKED
BY
D.M
Vert: 1:200
APPROVED
BY
P.K.M Date NOVEMBER,2016 :
Drg. No. WMCL-KRC-BTC-01
NOTE: 1
11
1. BREAK EXISTING WALL AT BAMBA TO PROVIDE ACCESS TO NEW INLET AND REINSTATE WITH C25 CONCRETE
11
TWL
13
11 14
PVC
INLET PIPE
11
BEND 90 FLANGED
1 13
PLAIN PIPE WITH PADDLE FLANGE PIPE WITH BOTH ENDS FLANGED
14
SOCKET, ONE END FLANGED
3 1 1 1
300 mm
INLET
PIPE INSTALLATIONS, ALL PN 12.5
SURVEY AND DESIGN OF FOUR WATER SUPPLY SYSTEMS IN KILIFI AND TAITA TAVETA COUNTIES
COUNTY GOVERNMENT OF KILIFI
CONSULTING ENGINEERS
KENYA RED CROSS SOCIETY ..\..\Kilifi\RED CROSS LOGO.jpg
P.O. BOX 40712 - 00100 NAIROBI, KENYA
..\..\Kilifi\WANJOHI M LOGO.png
Wanjohi Mutonyi Consult Ltd., P.O. Box 21714-00505, Corner Ngong/Ndemi Road, Nairobi. Tel:(254) -020 3876690/1/2 Email:
[email protected]
REVISIONS DATE
21st Nov, 2016
DESCRIPTION
First Issue
SURVEYED
BY
P.K.M
DESIGNED
BY
D.M
DRAWN
BY
G.G
CHECKED
BY
D.M
APPROVED
BY
P.M.K
SCALES 1:1000
Date : NOVEMBER,2016 Drg. No. WMCL-KRC-BTC-02