xxxxx athi water works devt agency xxxxxawsboard.go.ke/wp-content/uploads/2019/11/standard...
TRANSCRIPT
NOTES :
LEGEND :
X X X X X
X X X X X
X X X X X
X X X X X
X X X X X
X X X X X
X X X X X
X X X X X
X X X X X
X X X X X
X X X X X
P.O BOX 45283 - 00100 NAIROBI
TEL: 020 - 2727438 FAX: 2724295
CHIEF MANAGER - WATER WORKS
ATHI WATER WORKS DEVT AGENCY
P.O BOX 45283 - 00100 NAIROBI
TEL: 020 - 2727438 FAX: 2724295
CHIEF EXECUTIVE OFFICER
ATHI WATER WORKS DEVT AGENCY
B.N
1 of 1
1:25,1:10, 1:20NOVEMBER 2019
E.M
D.O
E.M
GATE AND FENCING DETAILS
AutoCAD SHX Text
1.
AutoCAD SHX Text
ALL CONCRETE IS CLASS 25 UNLESS
AutoCAD SHX Text
STATED OTHEREWISE.
AutoCAD SHX Text
ND
AutoCAD SHX Text
GLC
AutoCAD SHX Text
GROUND LEVEL
AutoCAD SHX Text
NOMINAL DIAMETER
AutoCAD SHX Text
P.C.C.
AutoCAD SHX Text
GL
AutoCAD SHX Text
PRECAST CONCRETE
AutoCAD SHX Text
GALVANISED LINK CHAIN
AutoCAD SHX Text
%%UNOTES :
AutoCAD SHX Text
%%UBAR BENDING SCHEDULE
AutoCAD SHX Text
LOCATION
AutoCAD SHX Text
BAR
AutoCAD SHX Text
MARK
AutoCAD SHX Text
EACH
AutoCAD SHX Text
No. IN
AutoCAD SHX Text
No.
AutoCAD SHX Text
TOTAL
AutoCAD SHX Text
CODE
AutoCAD SHX Text
SHAPE
AutoCAD SHX Text
KG
AutoCAD SHX Text
WEIGHT
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
C
AutoCAD SHX Text
D
AutoCAD SHX Text
LENGTH
AutoCAD SHX Text
LENGTH
AutoCAD SHX Text
CUT
AutoCAD SHX Text
METRES
AutoCAD SHX Text
METRES
AutoCAD SHX Text
TOTAL
AutoCAD SHX Text
TYPE
AutoCAD SHX Text
AND
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
3.000
AutoCAD SHX Text
0.050
AutoCAD SHX Text
37
AutoCAD SHX Text
24.400
AutoCAD SHX Text
3.050
AutoCAD SHX Text
8
AutoCAD SHX Text
4
AutoCAD SHX Text
R16
AutoCAD SHX Text
1601
AutoCAD SHX Text
0.200
AutoCAD SHX Text
0.200
AutoCAD SHX Text
60
AutoCAD SHX Text
27.300
AutoCAD SHX Text
1.050
AutoCAD SHX Text
26
AutoCAD SHX Text
13
AutoCAD SHX Text
R6
AutoCAD SHX Text
602
AutoCAD SHX Text
0.900
AutoCAD SHX Text
-
AutoCAD SHX Text
0.250
AutoCAD SHX Text
0.200
AutoCAD SHX Text
38
AutoCAD SHX Text
37
AutoCAD SHX Text
11.200
AutoCAD SHX Text
-
AutoCAD SHX Text
1.400
AutoCAD SHX Text
-
AutoCAD SHX Text
8
AutoCAD SHX Text
4
AutoCAD SHX Text
8
AutoCAD SHX Text
4
AutoCAD SHX Text
R12
AutoCAD SHX Text
R12
AutoCAD SHX Text
1203
AutoCAD SHX Text
1208
AutoCAD SHX Text
-
AutoCAD SHX Text
9.945
AutoCAD SHX Text
6.060
AutoCAD SHX Text
38.527
AutoCAD SHX Text
21 - R607 100 C/C
AutoCAD SHX Text
4 -R807
AutoCAD SHX Text
(COVER - 20)
AutoCAD SHX Text
LOCK
AutoCAD SHX Text
STEEL PIPE
AutoCAD SHX Text
50 x 50 mm WELD
AutoCAD SHX Text
MESH (8 SWG)
AutoCAD SHX Text
%%UELEVATION
AutoCAD SHX Text
1:25
AutoCAD SHX Text
1:25
AutoCAD SHX Text
%%UENTRANCE GATE - 5 m WIDE
AutoCAD SHX Text
CLASS 20
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
G.L
AutoCAD SHX Text
GATE COLUMN FOOTING
AutoCAD SHX Text
GATE
AutoCAD SHX Text
COLUMN
AutoCAD SHX Text
50 mm DIA. GALVANIZED
AutoCAD SHX Text
STEEL PIPES
AutoCAD SHX Text
G.L
AutoCAD SHX Text
8-R1203
AutoCAD SHX Text
125 mm C/C
AutoCAD SHX Text
(COVER-50)
AutoCAD SHX Text
13-R602
AutoCAD SHX Text
200 mm C/C
AutoCAD SHX Text
4-R1601
AutoCAD SHX Text
(COVER 50)
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
1:25
AutoCAD SHX Text
%%UGATE POST
AutoCAD SHX Text
%%USECTION A-A
AutoCAD SHX Text
1:25
AutoCAD SHX Text
13-R602
AutoCAD SHX Text
200 mm C/C
AutoCAD SHX Text
4-R1601
AutoCAD SHX Text
OVERHANG TO FACE OUTWARD
AutoCAD SHX Text
3 No. HOLES FOR BARBED WIRE
AutoCAD SHX Text
8 No. HOLES FOR BARBED WIRE
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
SELECTED FILL
AutoCAD SHX Text
COMPACTED IN
AutoCAD SHX Text
150 mm LAYERS
AutoCAD SHX Text
MASS CONCRETE
AutoCAD SHX Text
CLASS 15
AutoCAD SHX Text
1:20
AutoCAD SHX Text
%%UCROSS SECTION DETAIL
AutoCAD SHX Text
%%uNON-STRUTTED FENCING POST
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
Y
AutoCAD SHX Text
Y
AutoCAD SHX Text
1:20
AutoCAD SHX Text
Y
AutoCAD SHX Text
Y
AutoCAD SHX Text
(COVER - 20)
AutoCAD SHX Text
4 -R806
AutoCAD SHX Text
32 - R605 100 C/C
AutoCAD SHX Text
1:5
AutoCAD SHX Text
%%USECTION X-X
AutoCAD SHX Text
%%USECTION Y-Y
AutoCAD SHX Text
1:5
AutoCAD SHX Text
1:20
AutoCAD SHX Text
PRECAST CONCRETE FENCING POST
AutoCAD SHX Text
(SEE DETAIL)
AutoCAD SHX Text
GALVANIZED BARBED WIRE
AutoCAD SHX Text
1:20
AutoCAD SHX Text
%%ULONGITUDINAL DETAIL
AutoCAD SHX Text
15.68
AutoCAD SHX Text
ALL BENDING DIMENSIONS ARE IN ACCORDANCE WITH SSRN 129
AutoCAD SHX Text
R6
AutoCAD SHX Text
R8
AutoCAD SHX Text
R6
AutoCAD SHX Text
R8
AutoCAD SHX Text
607
AutoCAD SHX Text
807
AutoCAD SHX Text
605
AutoCAD SHX Text
806
AutoCAD SHX Text
4
AutoCAD SHX Text
21
AutoCAD SHX Text
24
AutoCAD SHX Text
126
AutoCAD SHX Text
4
AutoCAD SHX Text
32
AutoCAD SHX Text
196
AutoCAD SHX Text
2.100
AutoCAD SHX Text
0.450
AutoCAD SHX Text
50.40
AutoCAD SHX Text
56.70
AutoCAD SHX Text
3.160
AutoCAD SHX Text
0.456
AutoCAD SHX Text
619.36
AutoCAD SHX Text
715.00
AutoCAD SHX Text
20
AutoCAD SHX Text
60
AutoCAD SHX Text
2.100
AutoCAD SHX Text
0.600
AutoCAD SHX Text
62
AutoCAD SHX Text
60
AutoCAD SHX Text
0.580
AutoCAD SHX Text
0.600
AutoCAD SHX Text
-
AutoCAD SHX Text
0.600
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
2.580
AutoCAD SHX Text
0.385
AutoCAD SHX Text
.600
AutoCAD SHX Text
-
AutoCAD SHX Text
12.59
AutoCAD SHX Text
19.19
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
158.73
AutoCAD SHX Text
244.65
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
R12
AutoCAD SHX Text
1209
AutoCAD SHX Text
5
AutoCAD SHX Text
5
AutoCAD SHX Text
1.000
AutoCAD SHX Text
5.000
AutoCAD SHX Text
35
AutoCAD SHX Text
0.770
AutoCAD SHX Text
4.440
AutoCAD SHX Text
R12
AutoCAD SHX Text
1210
AutoCAD SHX Text
5
AutoCAD SHX Text
5
AutoCAD SHX Text
1.000
AutoCAD SHX Text
5.000
AutoCAD SHX Text
35
AutoCAD SHX Text
0.770
AutoCAD SHX Text
4.440
AutoCAD SHX Text
R12
AutoCAD SHX Text
1204
AutoCAD SHX Text
8
AutoCAD SHX Text
8
AutoCAD SHX Text
1.400
AutoCAD SHX Text
11.200
AutoCAD SHX Text
38
AutoCAD SHX Text
0.250
AutoCAD SHX Text
0.900
AutoCAD SHX Text
9.945
AutoCAD SHX Text
R6
AutoCAD SHX Text
607
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
0.950
AutoCAD SHX Text
-
AutoCAD SHX Text
60
AutoCAD SHX Text
0.150
AutoCAD SHX Text
0.150
AutoCAD SHX Text
-
AutoCAD SHX Text
STEEL PIPE
AutoCAD SHX Text
50 mm DIA. ND GALVANIZED
AutoCAD SHX Text
MESH (8 SWG)
AutoCAD SHX Text
50 x 50 mm WELD
AutoCAD SHX Text
GALVANIZED PIPE 400 mm LENGTH
AutoCAD SHX Text
40 mm ND FIXED IN THE PAVEMENT
AutoCAD SHX Text
LOCK
AutoCAD SHX Text
CLASS 20
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
G.L
AutoCAD SHX Text
HINGE JOINT
AutoCAD SHX Text
GROUTED WITH
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
50 mm THICK CONCRETE
AutoCAD SHX Text
BLINDING CLASS 15
AutoCAD SHX Text
4-R1208
AutoCAD SHX Text
(COVER 50)
AutoCAD SHX Text
230 mm C/C
AutoCAD SHX Text
13-R607
AutoCAD SHX Text
R-607
AutoCAD SHX Text
230 mm C/C
AutoCAD SHX Text
5-R1209
AutoCAD SHX Text
175 mm C/C
AutoCAD SHX Text
5-R12010
AutoCAD SHX Text
1:25
AutoCAD SHX Text
%%UELEVATION
AutoCAD SHX Text
%%USIDE GATE - 1 m WIDE
AutoCAD SHX Text
1:25
AutoCAD SHX Text
%%UGATE POST
AutoCAD SHX Text
1:25
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
G.L
AutoCAD SHX Text
%%USECTION B-B
AutoCAD SHX Text
R-607
AutoCAD SHX Text
230 mm C/C
AutoCAD SHX Text
2-R1208
AutoCAD SHX Text
(COVER 50)
AutoCAD SHX Text
1:25
AutoCAD SHX Text
FENCE POSTS SHALL NOT BE MORE
AutoCAD SHX Text
2.
AutoCAD SHX Text
THAN 3 m c/c
AutoCAD SHX Text
SPECIAL FENCE POSTS WITH STRUTS
AutoCAD SHX Text
3.
AutoCAD SHX Text
SHALL BE USED AT ALL CORNERS AND
AutoCAD SHX Text
AT DISTANCES NOT MORE THAN
AutoCAD SHX Text
30 m c/c.
AutoCAD SHX Text
SPECIFIED, THEN USE ONLY THREE
AutoCAD SHX Text
WHERE CHAINLINK (TYPE GLC) 180 IS
AutoCAD SHX Text
4.
AutoCAD SHX Text
LINE WIRES AND THREE ROWS OF
AutoCAD SHX Text
BARBED WIRE AT THE TOP.
AutoCAD SHX Text
R DENOTES MILD STEEL
AutoCAD SHX Text
5.
AutoCAD SHX Text
G.L
AutoCAD SHX Text
G.L
AutoCAD SHX Text
G.L
AutoCAD SHX Text
G.L
AutoCAD SHX Text
G.L
AutoCAD SHX Text
G.L
AutoCAD SHX Text
G.L
AutoCAD SHX Text
G.L
AutoCAD SHX Text
G.L
AutoCAD SHX Text
G.L
AutoCAD SHX Text
G.L
AutoCAD SHX Text
G.L
AutoCAD SHX Text
G.L
AutoCAD SHX Text
G.L
AutoCAD SHX Text
G.L
AutoCAD SHX Text
STRUT
AutoCAD SHX Text
1:10
AutoCAD SHX Text
%%UMAIN GATE BOLTING DETAIL 1
AutoCAD SHX Text
WITH CEMENT GROUT
AutoCAD SHX Text
BUILT INTO ROAD
AutoCAD SHX Text
DEAD BOLT
AutoCAD SHX Text
G.S. GATE FRAME
AutoCAD SHX Text
1:10
AutoCAD SHX Text
%%USIDE GATE LOCKING DETAIL 3
AutoCAD SHX Text
%%UMAIN GATE DETAIL 2
AutoCAD SHX Text
FRAME
AutoCAD SHX Text
DIA. TUBULAR GATE
AutoCAD SHX Text
PLATE WELDED TO 50
AutoCAD SHX Text
D
AutoCAD SHX Text
G.S. TUBE
AutoCAD SHX Text
DEAD BOLT
AutoCAD SHX Text
D
AutoCAD SHX Text
C
AutoCAD SHX Text
1:5
AutoCAD SHX Text
C
AutoCAD SHX Text
%%USECTION D-D
AutoCAD SHX Text
GATE POST WITH CEMENT
AutoCAD SHX Text
DIA. PIPE AND BUILT INTO
AutoCAD SHX Text
GROUT
AutoCAD SHX Text
%%USECTION C-C
AutoCAD SHX Text
50 DIA. TUBULAR
AutoCAD SHX Text
20 DIA.
AutoCAD SHX Text
37 DIA. PIPE
AutoCAD SHX Text
4 THICK MILD STEEL
AutoCAD SHX Text
STUDS WELDED TO 15
AutoCAD SHX Text
50 DIA.
AutoCAD SHX Text
10 DIA. PADLOCKABLE
AutoCAD SHX Text
%%UGATE DETAILS
AutoCAD SHX Text
%%UFENCING DETAILS
AutoCAD SHX Text
%%uSTRUTTED FENCING POST
AutoCAD SHX Text
%%UCROSS SECTION DETAIL
AutoCAD SHX Text
%%uSTRUTTED FENCING POST
AutoCAD SHX Text
%%UCROSS SECTION DETAIL
AutoCAD SHX Text
50 mm DIA. ND GALVANIZED
AutoCAD SHX Text
PRECAST CONCRETE STRUT
AutoCAD SHX Text
CHAIN LINK FENCING POST
AutoCAD SHX Text
ENTRANCE GATE 1.5 m WIDE
AutoCAD SHX Text
ENTRANCE GATE 5 m WIDE
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
BY:
AutoCAD SHX Text
BY:
AutoCAD SHX Text
BY:
AutoCAD SHX Text
R E V I S I O N S
AutoCAD SHX Text
REV
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
DATE
AutoCAD SHX Text
Project tittle
AutoCAD SHX Text
SUPERVISING CONSULTANT:
AutoCAD SHX Text
MURANGA COMMUNITY WATER SUPPLY AUGMENTATION PROJECT LOT 3
AutoCAD SHX Text
DRAWING No.
AutoCAD SHX Text
Drawn by
AutoCAD SHX Text
Date
AutoCAD SHX Text
Sheet:
AutoCAD SHX Text
Approved by
AutoCAD SHX Text
Checked by
AutoCAD SHX Text
Scale
AutoCAD SHX Text
Job No.
AutoCAD SHX Text
Designed by
AutoCAD SHX Text
Drawing Title
AutoCAD SHX Text
PROJECT MANAGER:
AutoCAD SHX Text
CLIENT/EMPLOYER:
AutoCAD SHX Text
BY:
AutoCAD SHX Text
UKM
AutoCAD SHX Text
29.03.17
AutoCAD SHX Text
C0
AutoCAD SHX Text
Construction drawing
AutoCAD SHX Text
1. All dimensions are in millimeters, unless otherwise stated. 2. This drawing must not be scaled ,only figured dimensions should be used. 3. This drawing must be read in conjuction with relevant Architectural drawings. 4. Reinforced concrete to be grade 25 to BS 8110. 5. Cover to main reinforcement to be as follows: (a) Foundation = 50mm (b) Columns = 40mm (c) Beams = 30mm (d) Slabs = 20mm 6. "T" Denotes High yield bars to BS 4449. "R" Denotes round mild steel bars to BS 4449. 7. Reinforcement in walls and columns must be inspected by the Engineer before being enclosed in the formwork. 9. All masonry walls must be reinforced with 25mm hoop iron after every two alternate courses. The hoop iron must be extended through the column sections. 10. To ensure enhanced bonding between the masonry and the R.C. columns, the masonry walling must be raised first before the columns are casted. 11. All mortar used to be of cement sand mix 1:3, with all the stone walling being laid in 200mm courses with 12mm mortar joints. 12. A minimum of 5.0N/mm2 average compressive strength of masonry in accordance with BS5390 should be used for all wall sections. 13. Mass concrete to be grade 15
AutoCAD SHX Text
NOTES
P.O BOX 45283 - 00100 NAIROBI
TEL: 020 - 2727438 FAX: 2724295
CHIEF MANAGER - WATER WORKS
ATHI WATER WORKS DEVT AGENCY
P.O BOX 45283 - 00100 NAIROBI
TEL: 020 - 2727438 FAX: 2724295
CHIEF EXECUTIVE OFFICER
ATHI WATER WORKS DEVT AGENCY
SNM
1 of 1
MCE-225
1:25,1:10NOVEMBER 2017
UKM
INDICATOR AND MARKER
POSTS DETAILS
AutoCAD SHX Text
%%USEWER MANHOLE
AutoCAD SHX Text
WATER MAIN
AutoCAD SHX Text
%%UMARKER POST DETAILS
AutoCAD SHX Text
%%UFIRE HYDRANT
AutoCAD SHX Text
%%USLUICE VALVE
AutoCAD SHX Text
1:2.5
AutoCAD SHX Text
%%UAIR VALVE
AutoCAD SHX Text
%%UBULK METER
AutoCAD SHX Text
METER DIAMETER
AutoCAD SHX Text
%%UWATER MAIN
AutoCAD SHX Text
%%UWASHOUT
AutoCAD SHX Text
INTO CONCRETE
AutoCAD SHX Text
LETTER CAST
AutoCAD SHX Text
150 x 150 mm CROSS SECTION PRECAST CLASS 20 R.C. MARKER POST
AutoCAD SHX Text
%%UPIPELINE MARKER POST POSITION
AutoCAD SHX Text
E
AutoCAD SHX Text
%%USECTION E-E
AutoCAD SHX Text
CONCRETE CLASS 15/40 100 mm ALL AROUND THE POST
AutoCAD SHX Text
E
AutoCAD SHX Text
F
AutoCAD SHX Text
F
AutoCAD SHX Text
BAR
AutoCAD SHX Text
%%U BAR BENDING SCHEDULE
AutoCAD SHX Text
LENGTH
AutoCAD SHX Text
R6
AutoCAD SHX Text
6
AutoCAD SHX Text
100
AutoCAD SHX Text
100
AutoCAD SHX Text
50
AutoCAD SHX Text
No. OFF
AutoCAD SHX Text
Y10
AutoCAD SHX Text
4
AutoCAD SHX Text
TYPE
AutoCAD SHX Text
STRAIGHT
AutoCAD SHX Text
500
AutoCAD SHX Text
1000
AutoCAD SHX Text
%%USECTION F-F
AutoCAD SHX Text
1:2.5
AutoCAD SHX Text
10 CHAMFER
AutoCAD SHX Text
4 No. Y10
AutoCAD SHX Text
R6 LINKS 6 PER POST
AutoCAD SHX Text
G.L
AutoCAD SHX Text
G.L
AutoCAD SHX Text
G.L
AutoCAD SHX Text
G.L
AutoCAD SHX Text
FOR SECTION VALVE
AutoCAD SHX Text
LETTERS TO BE INSCRIBED ON
AutoCAD SHX Text
INDICATOR POLES SHOULD FACE
AutoCAD SHX Text
ACCESS ROAD AND READ AS FOLLOWS:
AutoCAD SHX Text
INDICATOR POST TO BE PLACED AT ALL
AutoCAD SHX Text
ONLY ON ONE FACE OF INDICATOR POST
AutoCAD SHX Text
THE RESPECTIVE INSCRIPTION TO BE MADE
AutoCAD SHX Text
CLASS 20 ALL OTHER CONCRETE TO BE
AutoCAD SHX Text
APPURTENANCE LOCATIONS, AND AT
AutoCAD SHX Text
ALL STRUCTURAL CONCRETE TO BE
AutoCAD SHX Text
FOR FIRE HYDRANT
AutoCAD SHX Text
FOR MASTER METER
AutoCAD SHX Text
FOR SEWER MANHOLE
AutoCAD SHX Text
FH
AutoCAD SHX Text
MM
AutoCAD SHX Text
SM
AutoCAD SHX Text
WM
AutoCAD SHX Text
SV
AutoCAD SHX Text
AV
AutoCAD SHX Text
WO
AutoCAD SHX Text
FOR WATER MAIN
AutoCAD SHX Text
FOR AIR VALVE
AutoCAD SHX Text
FOR WASHOUT
AutoCAD SHX Text
FACING THE ACCESS ROAD.
AutoCAD SHX Text
WATER MAINS.
AutoCAD SHX Text
INTERVALS OF 250 m ALONG
AutoCAD SHX Text
3.
AutoCAD SHX Text
4.
AutoCAD SHX Text
CLASS 15.
AutoCAD SHX Text
2.
AutoCAD SHX Text
1.
AutoCAD SHX Text
PIPE DIAMETER
AutoCAD SHX Text
WILL VARY
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
BY:
AutoCAD SHX Text
BY:
AutoCAD SHX Text
BY:
AutoCAD SHX Text
R E V I S I O N S
AutoCAD SHX Text
REV
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
DATE
AutoCAD SHX Text
Project tittle
AutoCAD SHX Text
SUPERVISING CONSULTANT:
AutoCAD SHX Text
MURANGA COMMUNITY WATER SUPPLY AUGMENTATION PROJECT LOT 3
AutoCAD SHX Text
DRAWING No.
AutoCAD SHX Text
Drawn by
AutoCAD SHX Text
Date
AutoCAD SHX Text
Sheet:
AutoCAD SHX Text
Approved by
AutoCAD SHX Text
Checked by
AutoCAD SHX Text
Scale
AutoCAD SHX Text
Job No.
AutoCAD SHX Text
Designed by
AutoCAD SHX Text
Drawing Title
AutoCAD SHX Text
PROJECT MANAGER:
AutoCAD SHX Text
CLIENT/EMPLOYER:
AutoCAD SHX Text
BY:
AutoCAD SHX Text
UKM
AutoCAD SHX Text
29.03.17
AutoCAD SHX Text
C0
AutoCAD SHX Text
Construction drawing
AutoCAD SHX Text
MCE-GAT-GD-004
AutoCAD SHX Text
1. All dimensions are in millimeters, unless otherwise stated. 2. This drawing must not be scaled ,only figured dimensions should be used. 3. This drawing must be read in conjuction with relevant Architectural drawings. 4. Reinforced concrete to be grade 25 to BS 8110. 5. Cover to main reinforcement to be as follows: (a) Foundation = 50mm (b) Columns = 40mm (c) Beams = 30mm (d) Slabs = 20mm 6. "T" Denotes High yield bars to BS 4449. "R" Denotes round mild steel bars to BS 4449. 7. Reinforcement in walls and columns must be inspected by the Engineer before being enclosed in the formwork. 9. All masonry walls must be reinforced with 25mm hoop iron after every two alternate courses. The hoop iron must be extended through the column sections. 10. To ensure enhanced bonding between the masonry and the R.C. columns, the masonry walling must be raised first before the columns are casted. 11. All mortar used to be of cement sand mix 1:3, with all the stone walling being laid in 200mm courses with 12mm mortar joints. 12. A minimum of 5.0N/mm2 average compressive strength of masonry in accordance with BS5390 should be used for all wall sections. 13. Mass concrete to be grade 15
AutoCAD SHX Text
NOTES
1100
600
890105
250
B
100
25
200
105
250
B
800
100
590
105
25
105
1100
4Y10 @ 180 C/C
70
25
2 x 80 DIA. OPENING
WITH 90° AIR COWLS
(ONLY FOR AIR VALVES)
6Y10 @ 200 C/C
Ø1500
50
70
25
150
100Ø1200
300
900
1100
(A
PP
RO
X. 300)
DE
PT
H V
AR
IE
S
100
150 X 150 X 20 THICK CI
STEP IRONS CAST IN
300 c/c AND STAGGERED
FGL
DE
PT
H V
AR
IE
S
(M
AX
. 2000)
FGL
DIRECTION OF FLOW
150
PRECAST CONCRETE RINGS 100 mm
THICK WITH MESH A142
A A
WATER MAIN
1100 x 800 PCC (REINF.) COVER
(SEE DETAIL ABOVE)
CHAMBER JOINTS WATERTIGHT
1200
STABILIZED SOIL MATERIAL
FOR THRUST BLOCK DETAILS
STABILIZED SOIL MATERIAL
STRIP FOUNDATION
(for chambers > 1 m deep)
W
100
C
OF PIPE
L
WATER MAIN
1500 DIA. x 100 DEEP PCC (REINF.) COVER
SLAB WITH 900 x 600 ACCESS OPENING
MESH A393 TOP & BOTTOM
P.O BOX 45283 - 00100 NAIROBI
TEL: 020 - 2727438 FAX: 2724295
CHIEF MANAGER - WATER WORKS
ATHI WATER WORKS DEVT AGENCY
P.O BOX 45283 - 00100 NAIROBI
TEL: 020 - 2727438 FAX: 2724295
CHIEF EXECUTIVE OFFICER
ATHI WATER WORKS DEVT AGENCY
SNM
1 of 1
MCE-225
1:25,1:10NOVEMBER 2017
OCM
UKM
UKM
AIR VALVE DETAILS
AutoCAD SHX Text
1:10
AutoCAD SHX Text
%%USECTIONAL PLAN
AutoCAD SHX Text
1:10
AutoCAD SHX Text
%%USECTION A-A
AutoCAD SHX Text
DIAMETER
AutoCAD SHX Text
%%USCHEDULE OF PIPEWORK & FITTINGS
AutoCAD SHX Text
%%UMANHOLE COVER PLAN
AutoCAD SHX Text
1:10
AutoCAD SHX Text
%%USECTION B-B
AutoCAD SHX Text
1:10
AutoCAD SHX Text
4
AutoCAD SHX Text
3
AutoCAD SHX Text
2
AutoCAD SHX Text
ITEM
AutoCAD SHX Text
No.
AutoCAD SHX Text
1
AutoCAD SHX Text
DOUBLE FLANGED REDUCER
AutoCAD SHX Text
D2/80 OR 100
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
FLEXIBLE COUPLING
AutoCAD SHX Text
PLAIN ENDED TEE WITH FLANGED BRANCH
AutoCAD SHX Text
D1/D2
AutoCAD SHX Text
(mm)
AutoCAD SHX Text
D
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
No.
AutoCAD SHX Text
2
AutoCAD SHX Text
4
AutoCAD SHX Text
2
AutoCAD SHX Text
%%UROOF PLAN
AutoCAD SHX Text
1:10
AutoCAD SHX Text
(PIPEWORK OUTSIDE CHAMBER OMITTED FOR CLARITY)
AutoCAD SHX Text
4
AutoCAD SHX Text
%%UCHAMBER COVER LIFTING APPARATUS
AutoCAD SHX Text
1:5
AutoCAD SHX Text
GALVANISED CHAINS WELDED ON TO PIPE
AutoCAD SHX Text
25 mm CLASS B GALVANISED PIPE
AutoCAD SHX Text
MADE OF H Y16 GALVANISED BARS WELDED ON TO CHAIN
AutoCAD SHX Text
1
AutoCAD SHX Text
(BASE SLAB AND CHIPPINGS HAVE BEEN OMITTED FOR CLARITY)
AutoCAD SHX Text
CHIPPINGS
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
1
AutoCAD SHX Text
ANTI SHOCK ANTI SURGE AIR VALVE c/w ISOLATING VALVE
AutoCAD SHX Text
ROOF VENT 80 mm DIA.
AutoCAD SHX Text
AIRVALVE TYPE
AutoCAD SHX Text
2
AutoCAD SHX Text
1
AutoCAD SHX Text
%%USCHEDULE OF AIRVALVES
AutoCAD SHX Text
100
AutoCAD SHX Text
80
AutoCAD SHX Text
200
AutoCAD SHX Text
250
AutoCAD SHX Text
DIAMETER MAIN (D1)
AutoCAD SHX Text
DIAMETER BRANCH (D2)
AutoCAD SHX Text
80 OR 100
AutoCAD SHX Text
3
AutoCAD SHX Text
80
AutoCAD SHX Text
150
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
BY:
AutoCAD SHX Text
BY:
AutoCAD SHX Text
BY:
AutoCAD SHX Text
R E V I S I O N S
AutoCAD SHX Text
REV
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
DATE
AutoCAD SHX Text
Project tittle
AutoCAD SHX Text
SUPERVISING CONSULTANT:
AutoCAD SHX Text
MURANGA COMMUNITY WATER SUPPLY AUGMENTATION PROJECT LOT 3
AutoCAD SHX Text
DRAWING No.
AutoCAD SHX Text
Drawn by
AutoCAD SHX Text
Date
AutoCAD SHX Text
Sheet:
AutoCAD SHX Text
Approved by
AutoCAD SHX Text
Checked by
AutoCAD SHX Text
Scale
AutoCAD SHX Text
Job No.
AutoCAD SHX Text
Designed by
AutoCAD SHX Text
Drawing Title
AutoCAD SHX Text
PROJECT MANAGER:
AutoCAD SHX Text
CLIENT/EMPLOYER:
AutoCAD SHX Text
BY:
AutoCAD SHX Text
UKM
AutoCAD SHX Text
29.03.17
AutoCAD SHX Text
C0
AutoCAD SHX Text
Construction drawing
AutoCAD SHX Text
MCE-GAT-GD-005
AutoCAD SHX Text
1. All dimensions are in millimeters, unless otherwise stated. 2. This drawing must not be scaled ,only figured dimensions should be used. 3. This drawing must be read in conjuction with relevant Architectural drawings. 4. Reinforced concrete to be grade 25 to BS 8110. 5. Cover to main reinforcement to be as follows: (a) Foundation = 50mm (b) Columns = 40mm (c) Beams = 30mm (d) Slabs = 20mm 6. "T" Denotes High yield bars to BS 4449. "R" Denotes round mild steel bars to BS 4449. 7. Reinforcement in walls and columns must be inspected by the Engineer before being enclosed in the formwork. 9. All masonry walls must be reinforced with 25mm hoop iron after every two alternate courses. The hoop iron must be extended through the column sections. 10. To ensure enhanced bonding between the masonry and the R.C. columns, the masonry walling must be raised first before the columns are casted. 11. All mortar used to be of cement sand mix 1:3, with all the stone walling being laid in 200mm courses with 12mm mortar joints. 12. A minimum of 5.0N/mm2 average compressive strength of masonry in accordance with BS5390 should be used for all wall sections. 13. Mass concrete to be grade 15
AutoCAD SHX Text
NOTES
1
:
3
CAST IRON SURFACE BOX
MASS CONCRETE CLASS 15
EXTENSION SPINDLE WITH
PROTECTING TUBE
PRECAST CONCRETE SOLID
BLOCK (450 x 450)
SOIL COMPACTED AT
LEAST TO 95% MDD
P.O BOX 45283 - 00100 NAIROBI
TEL: 020 - 2727438 FAX: 2724295
CHIEF MANAGER - WATER WORKS
ATHI WATER WORKS DEVT AGENCY
P.O BOX 45283 - 00100 NAIROBI
TEL: 020 - 2727438 FAX: 2724295
CHIEF EXECUTIVE OFFICER
ATHI WATER WORKS DEVT AGENCY
SNM
1 of 1
MCE-225
1:25,1:10NOVEMBER 2017
OCM
UKM
UKM
WASHOUT DETAILS
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
2
AutoCAD SHX Text
%%USECTIONAL PLAN
AutoCAD SHX Text
1:10 (A1 SIZE)
AutoCAD SHX Text
4
AutoCAD SHX Text
6
AutoCAD SHX Text
7
AutoCAD SHX Text
A
AutoCAD SHX Text
%%USECTIONAL ELEVATION A - A
AutoCAD SHX Text
3
AutoCAD SHX Text
BETA 200
AutoCAD SHX Text
VAG
AutoCAD SHX Text
4
AutoCAD SHX Text
FGL
AutoCAD SHX Text
8
AutoCAD SHX Text
1:10 (A1 SIZE)
AutoCAD SHX Text
5
AutoCAD SHX Text
6
AutoCAD SHX Text
7
AutoCAD SHX Text
STONE PITCHED BASE
AutoCAD SHX Text
FGL
AutoCAD SHX Text
A
AutoCAD SHX Text
5
AutoCAD SHX Text
1
AutoCAD SHX Text
%%USCHEDULE OF PIPEWORK & FITTINGS
AutoCAD SHX Text
D1/D2
AutoCAD SHX Text
3
AutoCAD SHX Text
2
AutoCAD SHX Text
D2
AutoCAD SHX Text
(mm)
AutoCAD SHX Text
DIAMETER
AutoCAD SHX Text
No.
AutoCAD SHX Text
1
AutoCAD SHX Text
ITEM
AutoCAD SHX Text
No.
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
FLANGED FLAP VALVE
AutoCAD SHX Text
SINGLE FLANGED SPIGOT, L = 600 c/w PUDDLE FLANGE
AutoCAD SHX Text
FLANGED STEPPED ADAPTOR TO SUIT uPVC
AutoCAD SHX Text
uPVC PIPES, LENGTH = 30 m
AutoCAD SHX Text
PLAIN ENDED INVERT LEVEL TEE WITH FLANGED BRANCH
AutoCAD SHX Text
DOUBLE FLANGED SLUICE VALVE
AutoCAD SHX Text
STEPPED COUPLING TO SUIT FERROUS/uPVC
AutoCAD SHX Text
5
AutoCAD SHX Text
4
AutoCAD SHX Text
6
AutoCAD SHX Text
7
AutoCAD SHX Text
D2
AutoCAD SHX Text
D2
AutoCAD SHX Text
D2
AutoCAD SHX Text
D2
AutoCAD SHX Text
-
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
D2
AutoCAD SHX Text
1
AutoCAD SHX Text
DIAMETER BRANCH (D2)
AutoCAD SHX Text
DIAMETER MAIN (D1)
AutoCAD SHX Text
250
AutoCAD SHX Text
200
AutoCAD SHX Text
TOTAL
AutoCAD SHX Text
80
AutoCAD SHX Text
100
AutoCAD SHX Text
%%USCHEDULE OF WASHOUTS
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
WASHOUT TYPE
AutoCAD SHX Text
2
AutoCAD SHX Text
-
AutoCAD SHX Text
3
AutoCAD SHX Text
150
AutoCAD SHX Text
80
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
BY:
AutoCAD SHX Text
BY:
AutoCAD SHX Text
BY:
AutoCAD SHX Text
R E V I S I O N S
AutoCAD SHX Text
REV
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
DATE
AutoCAD SHX Text
Project tittle
AutoCAD SHX Text
SUPERVISING CONSULTANT:
AutoCAD SHX Text
MURANGA COMMUNITY WATER SUPPLY AUGMENTATION PROJECT LOT 3
AutoCAD SHX Text
DRAWING No.
AutoCAD SHX Text
Drawn by
AutoCAD SHX Text
Date
AutoCAD SHX Text
Sheet:
AutoCAD SHX Text
Approved by
AutoCAD SHX Text
Checked by
AutoCAD SHX Text
Scale
AutoCAD SHX Text
Job No.
AutoCAD SHX Text
Designed by
AutoCAD SHX Text
Drawing Title
AutoCAD SHX Text
PROJECT MANAGER:
AutoCAD SHX Text
CLIENT/EMPLOYER:
AutoCAD SHX Text
BY:
AutoCAD SHX Text
UKM
AutoCAD SHX Text
29.03.17
AutoCAD SHX Text
C0
AutoCAD SHX Text
Construction drawing
AutoCAD SHX Text
MCE-GAT-GD-006
AutoCAD SHX Text
1. All dimensions are in millimeters, unless otherwise stated. 2. This drawing must not be scaled ,only figured dimensions should be used. 3. This drawing must be read in conjuction with relevant Architectural drawings. 4. Reinforced concrete to be grade 25 to BS 8110. 5. Cover to main reinforcement to be as follows: (a) Foundation = 50mm (b) Columns = 40mm (c) Beams = 30mm (d) Slabs = 20mm 6. "T" Denotes High yield bars to BS 4449. "R" Denotes round mild steel bars to BS 4449. 7. Reinforcement in walls and columns must be inspected by the Engineer before being enclosed in the formwork. 9. All masonry walls must be reinforced with 25mm hoop iron after every two alternate courses. The hoop iron must be extended through the column sections. 10. To ensure enhanced bonding between the masonry and the R.C. columns, the masonry walling must be raised first before the columns are casted. 11. All mortar used to be of cement sand mix 1:3, with all the stone walling being laid in 200mm courses with 12mm mortar joints. 12. A minimum of 5.0N/mm2 average compressive strength of masonry in accordance with BS5390 should be used for all wall sections. 13. Mass concrete to be grade 15
AutoCAD SHX Text
NOTES
SECTION A - A
PLAN VIEW
A A
P.O BOX 45283 - 00100 NAIROBI
TEL: 020 - 2727438 FAX: 2724295
CHIEF MANAGER - WATER WORKS
ATHI WATER WORKS DEVT AGENCY
P.O BOX 45283 - 00100 NAIROBI
TEL: 020 - 2727438 FAX: 2724295
CHIEF EXECUTIVE OFFICER
ATHI WATER WORKS DEVT AGENCY
SNM
1 of 1
MCE-225
1:25,1:10NOVEMBER 2017
OCM
UKM
UKM
VALVE SURFACE BOX DETAILS
AutoCAD SHX Text
%%UDETAILS OF VALVE SURFACE BOX
AutoCAD SHX Text
VALVE STOOL
AutoCAD SHX Text
1:10
AutoCAD SHX Text
SLUICE VALVE
AutoCAD SHX Text
WATER
AutoCAD SHX Text
MAIN
AutoCAD SHX Text
COMPACTED TO 95% MDD
AutoCAD SHX Text
TO VALVE PROTECTION TUBE SPINDLE
AutoCAD SHX Text
GRANULAR FILL/SAND SURROUNDING
AutoCAD SHX Text
TO CI SURFACE BOX
AutoCAD SHX Text
MASS CONCRETE CLASS 15
AutoCAD SHX Text
CONCRETE SURROUND
AutoCAD SHX Text
CLASS 20 PRECAST
AutoCAD SHX Text
IRON SURFACE BOX
AutoCAD SHX Text
LIGHT DUTY CAST
AutoCAD SHX Text
WITH PROTECTING TUBE
AutoCAD SHX Text
EXTENSION SPINDLE
AutoCAD SHX Text
MASS CONCRETE CLASS 15 KEYED INTO TRENCH BASE
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
BY:
AutoCAD SHX Text
BY:
AutoCAD SHX Text
BY:
AutoCAD SHX Text
R E V I S I O N S
AutoCAD SHX Text
REV
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
DATE
AutoCAD SHX Text
Project tittle
AutoCAD SHX Text
SUPERVISING CONSULTANT:
AutoCAD SHX Text
MURANGA COMMUNITY WATER SUPPLY AUGMENTATION PROJECT LOT 3
AutoCAD SHX Text
DRAWING No.
AutoCAD SHX Text
Drawn by
AutoCAD SHX Text
Date
AutoCAD SHX Text
Sheet:
AutoCAD SHX Text
Approved by
AutoCAD SHX Text
Checked by
AutoCAD SHX Text
Scale
AutoCAD SHX Text
Job No.
AutoCAD SHX Text
Designed by
AutoCAD SHX Text
Drawing Title
AutoCAD SHX Text
PROJECT MANAGER:
AutoCAD SHX Text
CLIENT/EMPLOYER:
AutoCAD SHX Text
BY:
AutoCAD SHX Text
UKM
AutoCAD SHX Text
29.03.17
AutoCAD SHX Text
C0
AutoCAD SHX Text
Construction drawing
AutoCAD SHX Text
MCE-GAT-GD-007
AutoCAD SHX Text
1. All dimensions are in millimeters, unless otherwise stated. 2. This drawing must not be scaled ,only figured dimensions should be used. 3. This drawing must be read in conjuction with relevant Architectural drawings. 4. Reinforced concrete to be grade 25 to BS 8110. 5. Cover to main reinforcement to be as follows: (a) Foundation = 50mm (b) Columns = 40mm (c) Beams = 30mm (d) Slabs = 20mm 6. "T" Denotes High yield bars to BS 4449. "R" Denotes round mild steel bars to BS 4449. 7. Reinforcement in walls and columns must be inspected by the Engineer before being enclosed in the formwork. 9. All masonry walls must be reinforced with 25mm hoop iron after every two alternate courses. The hoop iron must be extended through the column sections. 10. To ensure enhanced bonding between the masonry and the R.C. columns, the masonry walling must be raised first before the columns are casted. 11. All mortar used to be of cement sand mix 1:3, with all the stone walling being laid in 200mm courses with 12mm mortar joints. 12. A minimum of 5.0N/mm2 average compressive strength of masonry in accordance with BS5390 should be used for all wall sections. 13. Mass concrete to be grade 15
AutoCAD SHX Text
NOTES
BETA 200
VAG
BETA 200
VAG
BETA 200
VAG
P.O BOX 45283 - 00100 NAIROBI
TEL: 020 - 2727438 FAX: 2724295
CHIEF MANAGER - WATER WORKS
ATHI WATER WORKS DEVT AGENCY
P.O BOX 45283 - 00100 NAIROBI
TEL: 020 - 2727438 FAX: 2724295
CHIEF EXECUTIVE OFFICER
ATHI WATER WORKS DEVT AGENCY
SNM
1 of 1
MCE-225
1:25,1:10NOVEMBER 2017
OCM
UKM
UKM
VALVE CHAMBER DETAILS
AutoCAD SHX Text
FGL
AutoCAD SHX Text
FGL
AutoCAD SHX Text
1:20
AutoCAD SHX Text
%%USECTIONAL ELEVATION A - A
AutoCAD SHX Text
CI STEP IRONS CAST IN
AutoCAD SHX Text
150 x 150 x 20 THICK
AutoCAD SHX Text
(6 No. 250 c/c AND
AutoCAD SHX Text
STAGGERED)
AutoCAD SHX Text
FGL
AutoCAD SHX Text
FGL
AutoCAD SHX Text
%%USECTIONAL ELEVATION B - B
AutoCAD SHX Text
1:20
AutoCAD SHX Text
150 x 150 x 20 THICK
AutoCAD SHX Text
CI STEP IRONS CAST IN
AutoCAD SHX Text
(6 No. 250 c/c AND
AutoCAD SHX Text
STAGGERED)
AutoCAD SHX Text
600 x 600 x 600 DEEP SELECTED RUBBLE FILL
AutoCAD SHX Text
1
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
%%USECTIONAL PLAN
AutoCAD SHX Text
1:20
AutoCAD SHX Text
%%USECTIONAL PLAN
AutoCAD SHX Text
1:20
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
5
AutoCAD SHX Text
4
AutoCAD SHX Text
3
AutoCAD SHX Text
2
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
1
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
4
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
2
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
1
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
2
AutoCAD SHX Text
4
AutoCAD SHX Text
2
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
%%USCHEDULE OF PIPEWORK & FITTINGS
AutoCAD SHX Text
PLAIN ENDED PIPE PIECE, L = 1000
AutoCAD SHX Text
COUPLINGS TO SUIT WATER MAIN SIZE AND
AutoCAD SHX Text
SINGLE FLANGED PIPE PIECE, L = 1000
AutoCAD SHX Text
DOUBLE FLANGED SLUICE VALVE
AutoCAD SHX Text
5.
AutoCAD SHX Text
4.
AutoCAD SHX Text
MATERIAL
AutoCAD SHX Text
FLANGE ADAPTOR
AutoCAD SHX Text
3.
AutoCAD SHX Text
2.
AutoCAD SHX Text
1.
AutoCAD SHX Text
ITEM
AutoCAD SHX Text
ND 150
AutoCAD SHX Text
ND 150
AutoCAD SHX Text
ND 150
AutoCAD SHX Text
ND 150
AutoCAD SHX Text
ND 150
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
ND 150
AutoCAD SHX Text
1.
AutoCAD SHX Text
FLANGE ADAPTOR
AutoCAD SHX Text
ALL FLANGED TEE
AutoCAD SHX Text
DOUBLE FLANGED 90%%d BEND
AutoCAD SHX Text
DOUBLE FLANGED SLUICE VALVE
AutoCAD SHX Text
3.
AutoCAD SHX Text
5.
AutoCAD SHX Text
4.
AutoCAD SHX Text
2.
AutoCAD SHX Text
ND 150
AutoCAD SHX Text
ND 150
AutoCAD SHX Text
ND 150
AutoCAD SHX Text
ND 150
AutoCAD SHX Text
%%USCHEDULE OF PIPEWORK & FITTINGS
AutoCAD SHX Text
ITEM
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SINGLE FLANGED PIPE PIECE L = 1000
AutoCAD SHX Text
TOTAL No.
AutoCAD SHX Text
3
AutoCAD SHX Text
6
AutoCAD SHX Text
COUPLINGS TO SUIT WATER MAIN SIZE AND
AutoCAD SHX Text
MATERIAL
AutoCAD SHX Text
6.
AutoCAD SHX Text
ND 150
AutoCAD SHX Text
4
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
2
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
TOTAL No.
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
4% SLOPE
AutoCAD SHX Text
4% SLOPE
AutoCAD SHX Text
600 x 600 x 600 DEEP SELECTED RUBBLE FILL
AutoCAD SHX Text
4% SLOPE
AutoCAD SHX Text
4% SLOPE
AutoCAD SHX Text
TO TANK COMPARTMENT WITH DIVISION WALL
AutoCAD SHX Text
TO TANK COMPARTMENT WITH DIVISION WALL
AutoCAD SHX Text
50 mm DIA. PVC
AutoCAD SHX Text
A252 MESH (Y8@200 c/c)
AutoCAD SHX Text
A252 MESH (Y8@200 c/c)
AutoCAD SHX Text
CLASS 15 MASS CONCRETE
AutoCAD SHX Text
2250 x 1500 x 100 THICK PCC (REINF.) SLAB WITH 900 x 600 ACCESS MANHOLE
AutoCAD SHX Text
A252 MESH TOP + BOTTOM
AutoCAD SHX Text
A252 MESH TOP + BOTTOM
AutoCAD SHX Text
1400 x 1300 x 100 THICK PCC (REINF.) SLAB WITH 900 x 600 ACCESS MANHOLE
AutoCAD SHX Text
25 DEEP CEMENT SCREED TO 4 % SLOPE
AutoCAD SHX Text
100 DEEP CONCRETE FLOOR SLAB
AutoCAD SHX Text
25 DEEP SAND BLINDING
AutoCAD SHX Text
25 DEEP SAND BLINDING
AutoCAD SHX Text
25 DEEP CEMENT SCREED TO 4 % SLOPE
AutoCAD SHX Text
100 DEEP CONCRETE FLOOR SLAB
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
BY:
AutoCAD SHX Text
BY:
AutoCAD SHX Text
BY:
AutoCAD SHX Text
R E V I S I O N S
AutoCAD SHX Text
REV
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
DATE
AutoCAD SHX Text
Project tittle
AutoCAD SHX Text
SUPERVISING CONSULTANT:
AutoCAD SHX Text
MURANGA COMMUNITY WATER SUPPLY AUGMENTATION PROJECT LOT 3
AutoCAD SHX Text
DRAWING No.
AutoCAD SHX Text
Drawn by
AutoCAD SHX Text
Date
AutoCAD SHX Text
Sheet:
AutoCAD SHX Text
Approved by
AutoCAD SHX Text
Checked by
AutoCAD SHX Text
Scale
AutoCAD SHX Text
Job No.
AutoCAD SHX Text
Designed by
AutoCAD SHX Text
Drawing Title
AutoCAD SHX Text
PROJECT MANAGER:
AutoCAD SHX Text
CLIENT/EMPLOYER:
AutoCAD SHX Text
BY:
AutoCAD SHX Text
UKM
AutoCAD SHX Text
29.03.17
AutoCAD SHX Text
C0
AutoCAD SHX Text
Construction drawing
AutoCAD SHX Text
MCE-GAT-GD-008
AutoCAD SHX Text
1. All dimensions are in millimeters, unless otherwise stated. 2. This drawing must not be scaled ,only figured dimensions should be used. 3. This drawing must be read in conjuction with relevant Architectural drawings. 4. Reinforced concrete to be grade 25 to BS 8110. 5. Cover to main reinforcement to be as follows: (a) Foundation = 50mm (b) Columns = 40mm (c) Beams = 30mm (d) Slabs = 20mm 6. "T" Denotes High yield bars to BS 4449. "R" Denotes round mild steel bars to BS 4449. 7. Reinforcement in walls and columns must be inspected by the Engineer before being enclosed in the formwork. 9. All masonry walls must be reinforced with 25mm hoop iron after every two alternate courses. The hoop iron must be extended through the column sections. 10. To ensure enhanced bonding between the masonry and the R.C. columns, the masonry walling must be raised first before the columns are casted. 11. All mortar used to be of cement sand mix 1:3, with all the stone walling being laid in 200mm courses with 12mm mortar joints. 12. A minimum of 5.0N/mm2 average compressive strength of masonry in accordance with BS5390 should be used for all wall sections. 13. Mass concrete to be grade 15
AutoCAD SHX Text
NOTES
P.O BOX 45283 - 00100 NAIROBI
TEL: 020 - 2727438 FAX: 2724295
CHIEF MANAGER - WATER WORKS
ATHI WATER WORKS DEVT AGENCY
P.O BOX 45283 - 00100 NAIROBI
TEL: 020 - 2727438 FAX: 2724295
CHIEF EXECUTIVE OFFICER
ATHI WATER WORKS DEVT AGENCY
SNM
1 of 2
MCE-225
1:25,1:10NOVEMBER 2017
OCM
UKM
UKM
THRUST BLOCK DETAILS
AutoCAD SHX Text
%%USECTION 5 - 5
AutoCAD SHX Text
5
AutoCAD SHX Text
5
AutoCAD SHX Text
%%UELEVATION
AutoCAD SHX Text
4
AutoCAD SHX Text
%%USECTION 4 - 4
AutoCAD SHX Text
%%UVERTICAL ANCHOR BLOCKS AT DEPRESSIONS (TYPE DV)
AutoCAD SHX Text
7
AutoCAD SHX Text
%%UPLAN
AutoCAD SHX Text
%%UREDUCERS
AutoCAD SHX Text
ANGLE IRON ANCHOR
AutoCAD SHX Text
STEEL STRAP
AutoCAD SHX Text
7
AutoCAD SHX Text
%%UELEVATION
AutoCAD SHX Text
%%UVERTICAL ANCHOR BLOCKS AT CRESTS (TYPE CV)
AutoCAD SHX Text
%%USECTION 7- 7
AutoCAD SHX Text
4
AutoCAD SHX Text
3
AutoCAD SHX Text
3
AutoCAD SHX Text
%%USECTION 3 - 3
AutoCAD SHX Text
1
AutoCAD SHX Text
%%USECTION 1 - 1
AutoCAD SHX Text
%%UEND CAPS
AutoCAD SHX Text
%%UPLAN
AutoCAD SHX Text
%%UTEES
AutoCAD SHX Text
%%USECTION 2 - 2
AutoCAD SHX Text
%%UPLAN
AutoCAD SHX Text
2
AutoCAD SHX Text
%%UHORIZONTAL BENDS
AutoCAD SHX Text
2
AutoCAD SHX Text
%%UPLAN
AutoCAD SHX Text
1
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
BY:
AutoCAD SHX Text
BY:
AutoCAD SHX Text
BY:
AutoCAD SHX Text
R E V I S I O N S
AutoCAD SHX Text
REV
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
DATE
AutoCAD SHX Text
Project tittle
AutoCAD SHX Text
SUPERVISING CONSULTANT:
AutoCAD SHX Text
MURANGA COMMUNITY WATER SUPPLY AUGMENTATION PROJECT LOT 3
AutoCAD SHX Text
DRAWING No.
AutoCAD SHX Text
Drawn by
AutoCAD SHX Text
Date
AutoCAD SHX Text
Sheet:
AutoCAD SHX Text
Approved by
AutoCAD SHX Text
Checked by
AutoCAD SHX Text
Scale
AutoCAD SHX Text
Job No.
AutoCAD SHX Text
Designed by
AutoCAD SHX Text
Drawing Title
AutoCAD SHX Text
PROJECT MANAGER:
AutoCAD SHX Text
CLIENT/EMPLOYER:
AutoCAD SHX Text
BY:
AutoCAD SHX Text
UKM
AutoCAD SHX Text
29.03.17
AutoCAD SHX Text
C0
AutoCAD SHX Text
Construction drawing
AutoCAD SHX Text
MCE-GAT-GD-009.1
AutoCAD SHX Text
1. All dimensions are in millimeters, unless otherwise stated. 2. This drawing must not be scaled ,only figured dimensions should be used. 3. This drawing must be read in conjuction with relevant Architectural drawings. 4. Reinforced concrete to be grade 25 to BS 8110. 5. Cover to main reinforcement to be as follows: (a) Foundation = 50mm (b) Columns = 40mm (c) Beams = 30mm (d) Slabs = 20mm 6. "T" Denotes High yield bars to BS 4449. "R" Denotes round mild steel bars to BS 4449. 7. Reinforcement in walls and columns must be inspected by the Engineer before being enclosed in the formwork. 9. All masonry walls must be reinforced with 25mm hoop iron after every two alternate courses. The hoop iron must be extended through the column sections. 10. To ensure enhanced bonding between the masonry and the R.C. columns, the masonry walling must be raised first before the columns are casted. 11. All mortar used to be of cement sand mix 1:3, with all the stone walling being laid in 200mm courses with 12mm mortar joints. 12. A minimum of 5.0N/mm2 average compressive strength of masonry in accordance with BS5390 should be used for all wall sections. 13. Mass concrete to be grade 15
AutoCAD SHX Text
NOTES
P.O BOX 45283 - 00100 NAIROBI
TEL: 020 - 2727438 FAX: 2724295
CHIEF MANAGER - WATER WORKS
ATHI WATER WORKS DEVT AGENCY
P.O BOX 45283 - 00100 NAIROBI
TEL: 020 - 2727438 FAX: 2724295
CHIEF EXECUTIVE OFFICER
ATHI WATER WORKS DEVT AGENCY
SNM
2 of 2
MCE-225
1:25,1:10NOVEMBER 2017
OCM
UKM
UKM
THRUST BLOCK DETAILS
AutoCAD SHX Text
%%uVERTICAL BENDS - DEPRESSIONS (dimensions in metres)
AutoCAD SHX Text
%%uVERTICAL BENDS - CREST (dimensions in metres)
AutoCAD SHX Text
%%uREDUCERS (dimensions in metres)
AutoCAD SHX Text
%%uHORIZONTAL BENDS (dimensions in metres)
AutoCAD SHX Text
%%uTEES AND ENDS (dimensions in metres)
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
BY:
AutoCAD SHX Text
BY:
AutoCAD SHX Text
BY:
AutoCAD SHX Text
R E V I S I O N S
AutoCAD SHX Text
REV
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
DATE
AutoCAD SHX Text
Project tittle
AutoCAD SHX Text
SUPERVISING CONSULTANT:
AutoCAD SHX Text
MURANGA COMMUNITY WATER SUPPLY AUGMENTATION PROJECT LOT 3
AutoCAD SHX Text
DRAWING No.
AutoCAD SHX Text
Drawn by
AutoCAD SHX Text
Date
AutoCAD SHX Text
Sheet:
AutoCAD SHX Text
Approved by
AutoCAD SHX Text
Checked by
AutoCAD SHX Text
Scale
AutoCAD SHX Text
Job No.
AutoCAD SHX Text
Designed by
AutoCAD SHX Text
Drawing Title
AutoCAD SHX Text
PROJECT MANAGER:
AutoCAD SHX Text
CLIENT/EMPLOYER:
AutoCAD SHX Text
BY:
AutoCAD SHX Text
UKM
AutoCAD SHX Text
29.03.17
AutoCAD SHX Text
C0
AutoCAD SHX Text
Construction drawing
AutoCAD SHX Text
MCE-GAT-GD-009.2
AutoCAD SHX Text
1. All dimensions are in millimeters, unless otherwise stated. 2. This drawing must not be scaled ,only figured dimensions should be used. 3. This drawing must be read in conjuction with relevant Architectural drawings. 4. Reinforced concrete to be grade 25 to BS 8110. 5. Cover to main reinforcement to be as follows: (a) Foundation = 50mm (b) Columns = 40mm (c) Beams = 30mm (d) Slabs = 20mm 6. "T" Denotes High yield bars to BS 4449. "R" Denotes round mild steel bars to BS 4449. 7. Reinforcement in walls and columns must be inspected by the Engineer before being enclosed in the formwork. 9. All masonry walls must be reinforced with 25mm hoop iron after every two alternate courses. The hoop iron must be extended through the column sections. 10. To ensure enhanced bonding between the masonry and the R.C. columns, the masonry walling must be raised first before the columns are casted. 11. All mortar used to be of cement sand mix 1:3, with all the stone walling being laid in 200mm courses with 12mm mortar joints. 12. A minimum of 5.0N/mm2 average compressive strength of masonry in accordance with BS5390 should be used for all wall sections. 13. Mass concrete to be grade 15
AutoCAD SHX Text
NOTES
GROUP SYMBOL
COMPACTION METHOD
SOIL TYPE% MPD
THICKNESS OF
LAYER (max.)
SOIL TYPE
D ( mm )
( m )
NOMINAL DIAMETER
WIDTH OF TRENCH B
DESCRIPTION
No. OF
PASSES
LEGEND :
PLAN
P.O BOX 45283 - 00100 NAIROBI
TEL: 020 - 2727438 FAX: 2724295
CHIEF MANAGER - WATER WORKS
ATHI WATER WORKS DEVT AGENCY
P.O BOX 45283 - 00100 NAIROBI
TEL: 020 - 2727438 FAX: 2724295
CHIEF EXECUTIVE OFFICER
ATHI WATER WORKS DEVT AGENCY
SNM
1 of 1
MCE-225
1:25,1:10NOVEMBER 2017
OCM
UKM
UKM
PIPE BEDDING DETAILS
AutoCAD SHX Text
LOWER BEDDING
AutoCAD SHX Text
WHERE INSTRUCTED BY
AutoCAD SHX Text
THE ENGINEER
AutoCAD SHX Text
THE ENGINEER
AutoCAD SHX Text
WHERE INSTRUCTED BY
AutoCAD SHX Text
LOWER BEDDING
AutoCAD SHX Text
THE ENGINEER
AutoCAD SHX Text
WHERE INSTRUCTED BY
AutoCAD SHX Text
WHERE INSTRUCTED BY
AutoCAD SHX Text
THE ENGINEER
AutoCAD SHX Text
1.20
AutoCAD SHX Text
600
AutoCAD SHX Text
150 mm THICK.
AutoCAD SHX Text
WITH THE ENGINEER'S REPRESENTATIVE.
AutoCAD SHX Text
IN TABLE 2. HOWEVER 90% MPD SHALL BE ACHIEVED AT ALL TIMES.
AutoCAD SHX Text
ENGINEER'S REPRESENTATIVE. AT DESIGNATED ROAD CROSSINGS,
AutoCAD SHX Text
PROCTOR DENSITY TEST. THE SITE AND LABORATORY TESTS SHALL BE
AutoCAD SHX Text
BACKFILL.
AutoCAD SHX Text
THE TRENCH.
AutoCAD SHX Text
OF PIPES SHOULD BE USED IF INSTRUCTED BY THE ENGINEER.
AutoCAD SHX Text
(TYPE S2)
AutoCAD SHX Text
FILL (TYPE S2)
AutoCAD SHX Text
(TYPE S3)
AutoCAD SHX Text
(TYPE S3)
AutoCAD SHX Text
(TYPE S3)
AutoCAD SHX Text
(TYPE S2)
AutoCAD SHX Text
(TYPE S1)
AutoCAD SHX Text
SOIL TYPE S3
AutoCAD SHX Text
SOIL TYPE S3
AutoCAD SHX Text
EMBEDMENT
AutoCAD SHX Text
BACKFILL
AutoCAD SHX Text
INITIAL
AutoCAD SHX Text
LOWER BEDDING
AutoCAD SHX Text
SIDE FILLING
AutoCAD SHX Text
WITH LESS THAN 12% FINES.
AutoCAD SHX Text
LOWER BEDDING COMPRISING OF APPROVED GRANULAR BEDDING MATERIAL (SAND)
AutoCAD SHX Text
1
AutoCAD SHX Text
LOWER BEDDING
AutoCAD SHX Text
SIDE FILLING
AutoCAD SHX Text
INITIAL
AutoCAD SHX Text
BACKFILL
AutoCAD SHX Text
AS SPECIFIED
AutoCAD SHX Text
BACKFILL
AutoCAD SHX Text
%%UTYPICAL TRENCH EXCAVATION AND BACKFILLING
AutoCAD SHX Text
D
AutoCAD SHX Text
4
AutoCAD SHX Text
%%UFOR PE/uPVC PIPES
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
%%UAT SURFACED ROAD CROSSING
AutoCAD SHX Text
%%UPIPE PROTECTION
AutoCAD SHX Text
5
AutoCAD SHX Text
NOMINAL PIPE DIAMETER WHICHEVER IS THE LESSER.
AutoCAD SHX Text
OF THE GROUND TO BE CARRIED OUT. THIS SHALL BE AGREED UPON
AutoCAD SHX Text
SHALL BE SUITABLY COMPACTED IN KEEPING WITH THE REINSTATEMENT
AutoCAD SHX Text
COMPACTING EQUIPMENT BE USED. THE REMAINDER OF THE BACKFILL
AutoCAD SHX Text
ONLY WHEN THERE IS 300 mm COVER OVER THE PIPE MAY HEAVIER
AutoCAD SHX Text
EACH LAYER SHALL BE RAMMED WITH A SMALL VIBRATORY RAMMER.
AutoCAD SHX Text
THE BACKFILL SHALL BE PLACED IN LAYERS AS DEFINED ABOVE,
AutoCAD SHX Text
THE LIKELY REQUIRED NUMBER OF PASSES OF THE RAMMER IS GIVEN
AutoCAD SHX Text
9.
AutoCAD SHX Text
8.
AutoCAD SHX Text
AGREE THE SOIL TYPE OF EMBEDMENT MATERIAL AVAILABLE FROM
AutoCAD SHX Text
WHERE SOME DOUBT EXISTS AS TO THE COMPACTIBILITY OF THE SOIL
AutoCAD SHX Text
WHERE SITE MATERIAL IS CONDEMNED, IMPORTED MATERIAL SHALL BE
AutoCAD SHX Text
AS DEFINED ABOVE, RECOURSE SHALL BE MADE TO THE MODIFIED
AutoCAD SHX Text
CARRIED OUT TO TESTS 14 B AND 12 RESPECTIVELY TO SSRN 601.
AutoCAD SHX Text
IF STONES OR ROCK ARE PRESENT, IMPORTED BEDDING MATERIAL OF
AutoCAD SHX Text
USED. THIS SHALL BE A WELL GRADED SOIL FROM FINES UPTO 20 mm
AutoCAD SHX Text
FINED GRAINED SOILS WITH LOW PLASTICITY MAY BE CONDEMNED
AutoCAD SHX Text
FOR USE AS BACKFILL IF THE CONTRACTOR HAS DIFFICULTY IN
AutoCAD SHX Text
FINED GRAINED SOILS WITH HIGH PLASTICITY MAY NOT BE USED AS
AutoCAD SHX Text
NOT ALL SOILS ARE GIVEN IN TABLE 1. IT SHOULD BE NOTED THAT :
AutoCAD SHX Text
THE SITE SOIL TYPE WILL BE COMPARED WITH THOSE ON THE
AutoCAD SHX Text
THE COMPACTION METHOD REQUIRED IS THEN SELECTED FROM THE
AutoCAD SHX Text
COMPACTION CHART FOR THE APPROPRIATE SOIL TYPE AND CLASS
AutoCAD SHX Text
THE ENGINEER'S REPRESENTATIVE WILL IDENTIFY, CLASSIFY AND
AutoCAD SHX Text
IN GENERAL, THE METHOD OF ATTAINING THE REQUIRED COMPACTION
AutoCAD SHX Text
GRAVEL OR AS APPROVED BY THE ENGINEER'S REPRESENTATIVE.
AutoCAD SHX Text
ATTAINING THE REQUIRED COMPACTION.
AutoCAD SHX Text
OF EMBEDMENT [ SEE TABLE 2 ]
AutoCAD SHX Text
5.
AutoCAD SHX Text
7.
AutoCAD SHX Text
6.
AutoCAD SHX Text
(i)
AutoCAD SHX Text
(ii)
AutoCAD SHX Text
4.
AutoCAD SHX Text
MATERIAL DESCRIPTION CHART [ SEE TABLE 1 ]
AutoCAD SHX Text
WILL BE ASCERTAINED AS FOLLOWS :
AutoCAD SHX Text
(ii)
AutoCAD SHX Text
(iii)
AutoCAD SHX Text
(i)
AutoCAD SHX Text
3.
AutoCAD SHX Text
B = D + 0.6 m (LIMITED TO A MINIMUM OF 0.6 m)
AutoCAD SHX Text
%%UTYPICAL TRENCH WIDTHS FOR PIPES
AutoCAD SHX Text
%%UTABLE 1 : MATERIAL DESCRIPTION CHART
AutoCAD SHX Text
%%UTABLE 2 : COMPACTION CHART GUIDE
AutoCAD SHX Text
MINIMUM TRENCH WIDTH TO BE NORMAL PIPE DIAMETER PLUS 600 mm.
AutoCAD SHX Text
IN LAYERS WHOSE DEPTH SHALL NOT EXCEED 50 mm NOR HALF THE
AutoCAD SHX Text
THE LOWER BEDDING AND THE SIDE FILL SHALL BE COMPACTED
AutoCAD SHX Text
2.
AutoCAD SHX Text
1.
AutoCAD SHX Text
%%UNOTES:
AutoCAD SHX Text
S1
AutoCAD SHX Text
90
AutoCAD SHX Text
S2
AutoCAD SHX Text
S3
AutoCAD SHX Text
150
AutoCAD SHX Text
50
AutoCAD SHX Text
150
AutoCAD SHX Text
SAND AND COARSE GRAINED SOILS
AutoCAD SHX Text
GRAVEL - SINGLE SIZE
AutoCAD SHX Text
S3
AutoCAD SHX Text
S2
AutoCAD SHX Text
S1
AutoCAD SHX Text
GRAVEL - GRADED
AutoCAD SHX Text
%%UBACKFILLING FOR FERROUS PIPES
AutoCAD SHX Text
80
AutoCAD SHX Text
0.70
AutoCAD SHX Text
160
AutoCAD SHX Text
100
AutoCAD SHX Text
0.70
AutoCAD SHX Text
0.76
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
1
AutoCAD SHX Text
GF
AutoCAD SHX Text
GP
AutoCAD SHX Text
GW
AutoCAD SHX Text
TO A MAXIMUM OF 150 mm THICK.
AutoCAD SHX Text
AS IN ABOVE, BUT EXCESSIVE TAMPING TO BE AVOIDED.
AutoCAD SHX Text
5
AutoCAD SHX Text
4
AutoCAD SHX Text
3
AutoCAD SHX Text
NORMAL BACKFILL MATERIAL PROPERLY RAMMED IN LAYERS. NOT EXCEEDING
AutoCAD SHX Text
3
AutoCAD SHX Text
APPROVED GRANULAR BEDDING MATERIAL TYPE S3 COMPACTED IN SHALLOW LAYERS
AutoCAD SHX Text
OR AS DIRECTED BY THE ENGINEER'S REPRESENTATIVE.
AutoCAD SHX Text
MAINTAINED TO ENSURE EQUAL PRESSURE ON BOTH SIDES OF THE PIPE.
AutoCAD SHX Text
2
AutoCAD SHX Text
D
AutoCAD SHX Text
B
AutoCAD SHX Text
APPROVED GRANULAR BEDDING MATERIAL TYPE S3 COMPACTED IN LAYERS AS
AutoCAD SHX Text
PER NOTE 2. CAREFUL TAMPING ON EITHER SIDE OF THE PIPE SHOULD BE
AutoCAD SHX Text
PIPE OUTSIDE DIAMETER
AutoCAD SHX Text
TRENCH WIDTH (SEE TABLE)
AutoCAD SHX Text
COMPACTED TO 90 % MPD IN 50 mm LAYERS TO A THICKNESS OF 100 mm (min.)
AutoCAD SHX Text
MIN. 150 mm THICK SHALL BE REQUIRED AS APPROVED BY THE
AutoCAD SHX Text
200
AutoCAD SHX Text
0.80
AutoCAD SHX Text
250
AutoCAD SHX Text
0.85
AutoCAD SHX Text
300
AutoCAD SHX Text
0.90
AutoCAD SHX Text
6
AutoCAD SHX Text
5
AutoCAD SHX Text
METAL MARKER
AutoCAD SHX Text
TAPE
AutoCAD SHX Text
150 mm GRADED CRUSHED
AutoCAD SHX Text
STONEBASE COMPACTED TO
AutoCAD SHX Text
95 % MOD AASHTO (TYPE S2)
AutoCAD SHX Text
SUB-BASE COMPACTED TO 97 %
AutoCAD SHX Text
125 mm CEMENT STABILISED
AutoCAD SHX Text
MOD AASHTO (MIN UCS 1.5 MPa)
AutoCAD SHX Text
97 % MOD AASHTO (MIN CBR 55)
AutoCAD SHX Text
125 mm SUB-BASE COMPACTED
AutoCAD SHX Text
CEMENT BY MASS AND COMPACTED
AutoCAD SHX Text
CEMENT STABILISED SOIL WITH 4%
AutoCAD SHX Text
TO 93 % MOD AASHTO
AutoCAD SHX Text
SPREADER BEAM
AutoCAD SHX Text
PRECAST CONCRETE LOAD
AutoCAD SHX Text
FILL (TYPE S2)
AutoCAD SHX Text
COMPACTED SELECTED
AutoCAD SHX Text
BEDDING CRADLE OF COMPCTED
AutoCAD SHX Text
SELECTED GRANULAR MATERIAL
AutoCAD SHX Text
SURFACE(TAMAC,CONCRETE, PARITY BRICKS AS PER ORIGINAL)
AutoCAD SHX Text
IN 150 mm LAYERS TO
AutoCAD SHX Text
SELECTED GRANULAR MATERIAL
AutoCAD SHX Text
BEDDING CRADLE OF COMPCTED
AutoCAD SHX Text
PRECAST CONCRETE LOAD
AutoCAD SHX Text
95% MOD AASHTO DENSITY
AutoCAD SHX Text
(MINIMUM CBR 50) COMPACTED
AutoCAD SHX Text
SPREADER BEAM
AutoCAD SHX Text
COMPACTED SELECTED
AutoCAD SHX Text
%%UPIPE PROTECTION
AutoCAD SHX Text
%%UAT UNSURFACED ROAD CROSSING
AutoCAD SHX Text
(SELECTED GRANULAR MATERIAL PI<8)
AutoCAD SHX Text
APPROVED GRAVEL MATERIAL
AutoCAD SHX Text
}
AutoCAD SHX Text
ONLY IN AREAS WHERE THE PIPE IS BELOW THE WATER TABLE AND WHERE INSTRUCTED BY THE ENGINEER
AutoCAD SHX Text
19 mm STONE AGGREGATE
AutoCAD SHX Text
MEDIUM GRADE GEOTEXTILE FABRIC WITH FULL LAP ON TOP
AutoCAD SHX Text
%%UTYPICAL TRENCH EXCAVATION AND
AutoCAD SHX Text
INSTEAD OF A CONCRETE SPREADER BEAM, A CONCRETE OR STEEL
AutoCAD SHX Text
%%UNOTE
AutoCAD SHX Text
PIPE WITH SUFFICIENT INTERNAL BORE TO FACILITATE INSERTION
AutoCAD SHX Text
THE BEDDING SHALL HAVE A MINIMUM THICKNESS OF 150 mm.
AutoCAD SHX Text
REF 193 MESH
AutoCAD SHX Text
CENTRALLY PLACED
AutoCAD SHX Text
1:10
AutoCAD SHX Text
1:10
AutoCAD SHX Text
%%ULOAD SPREADER BEAM
AutoCAD SHX Text
%%UPRECAST CONCRETE
AutoCAD SHX Text
%%USECTION THROUGH SPREADER BEAM
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
BY:
AutoCAD SHX Text
BY:
AutoCAD SHX Text
BY:
AutoCAD SHX Text
R E V I S I O N S
AutoCAD SHX Text
REV
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
DATE
AutoCAD SHX Text
Project tittle
AutoCAD SHX Text
SUPERVISING CONSULTANT:
AutoCAD SHX Text
MURANGA COMMUNITY WATER SUPPLY AUGMENTATION PROJECT LOT 3
AutoCAD SHX Text
DRAWING No.
AutoCAD SHX Text
Drawn by
AutoCAD SHX Text
Date
AutoCAD SHX Text
Sheet:
AutoCAD SHX Text
Approved by
AutoCAD SHX Text
Checked by
AutoCAD SHX Text
Scale
AutoCAD SHX Text
Job No.
AutoCAD SHX Text
Designed by
AutoCAD SHX Text
Drawing Title
AutoCAD SHX Text
PROJECT MANAGER:
AutoCAD SHX Text
CLIENT/EMPLOYER:
AutoCAD SHX Text
BY:
AutoCAD SHX Text
UKM
AutoCAD SHX Text
29.03.17
AutoCAD SHX Text
C0
AutoCAD SHX Text
Construction drawing
AutoCAD SHX Text
MCE-GAT-GD-017
AutoCAD SHX Text
1. All dimensions are in millimeters, unless otherwise stated. 2. This drawing must not be scaled ,only figured dimensions should be used. 3. This drawing must be read in conjuction with relevant Architectural drawings. 4. Reinforced concrete to be grade 25 to BS 8110. 5. Cover to main reinforcement to be as follows: (a) Foundation = 50mm (b) Columns = 40mm (c) Beams = 30mm (d) Slabs = 20mm 6. "T" Denotes High yield bars to BS 4449. "R" Denotes round mild steel bars to BS 4449. 7. Reinforcement in walls and columns must be inspected by the Engineer before being enclosed in the formwork. 9. All masonry walls must be reinforced with 25mm hoop iron after every two alternate courses. The hoop iron must be extended through the column sections. 10. To ensure enhanced bonding between the masonry and the R.C. columns, the masonry walling must be raised first before the columns are casted. 11. All mortar used to be of cement sand mix 1:3, with all the stone walling being laid in 200mm courses with 12mm mortar joints. 12. A minimum of 5.0N/mm2 average compressive strength of masonry in accordance with BS5390 should be used for all wall sections. 13. Mass concrete to be grade 15
AutoCAD SHX Text
NOTES
ROAD CROSSING
1000mm 1000mm
l
l
60
0m
m
RIVER CROSSING
1000mm 1000mm
W
60
0m
m
L
A-A
A
A
A
A
l
2
0
02
0
0
P.O BOX 45283 - 00100 NAIROBI
TEL: 020 - 2727438 FAX: 2724295
CHIEF MANAGER - WATER WORKS
ATHI WATER WORKS DEVT AGENCY
P.O BOX 45283 - 00100 NAIROBI
TEL: 020 - 2727438 FAX: 2724295
CHIEF EXECUTIVE OFFICER
ATHI WATER WORKS DEVT AGENCY
SNM
1 of 1
MCE-225
1:25,1:10NOVEMBER 2017
OCM
UKM
UKM
RIVER AND ROAD CROSSING OF PIPE
AutoCAD SHX Text
%%uVERTICAL BENDS - CREST (dimensions in metres)
AutoCAD SHX Text
%%uTEES AND ENDS (dimensions in metres)
AutoCAD SHX Text
GROUND LEVEL
AutoCAD SHX Text
EXISTING ROAD
AutoCAD SHX Text
CONCRETE GRADE 15
AutoCAD SHX Text
THRUST BLOCK
AutoCAD SHX Text
CRUSHED STONE 40 TO 100mm
AutoCAD SHX Text
CONCRETE GRADE 15
AutoCAD SHX Text
GROUND LEVEL
AutoCAD SHX Text
THRUST BLOCK
AutoCAD SHX Text
1
AutoCAD SHX Text
LOCATION
AutoCAD SHX Text
L
AutoCAD SHX Text
(m)
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
MIN 600mm
AutoCAD SHX Text
CONCRETE GRADE 15
AutoCAD SHX Text
EXISTING RIVER
AutoCAD SHX Text
t = 100mm
AutoCAD SHX Text
CONCRETE GRADE 15
AutoCAD SHX Text
NO.
AutoCAD SHX Text
(mm)
AutoCAD SHX Text
PIPE
AutoCAD SHX Text
63
AutoCAD SHX Text
63
AutoCAD SHX Text
63
AutoCAD SHX Text
63
AutoCAD SHX Text
63
AutoCAD SHX Text
1
AutoCAD SHX Text
NO.
AutoCAD SHX Text
63
AutoCAD SHX Text
PIPE
AutoCAD SHX Text
(mm)
AutoCAD SHX Text
(m)
AutoCAD SHX Text
W
AutoCAD SHX Text
CONCRETE GRADE 15
AutoCAD SHX Text
1000
AutoCAD SHX Text
(mm)
AutoCAD SHX Text
(mm)
AutoCAD SHX Text
DIAMETER
AutoCAD SHX Text
PIPE
AutoCAD SHX Text
225
AutoCAD SHX Text
KAAI - MUTYANGOMBE 0425.71m
AutoCAD SHX Text
KAAI - MUTYANGOMBE 0666.75m
AutoCAD SHX Text
KAAI - MUTYANGOMBE 1079.65m
AutoCAD SHX Text
KAAI - MUTYANGOMBE 1192.32m
AutoCAD SHX Text
KAAI - MUTYANGOMBE 2867.17m
AutoCAD SHX Text
55.8
AutoCAD SHX Text
30.0
AutoCAD SHX Text
5.8
AutoCAD SHX Text
7.0
AutoCAD SHX Text
11.3
AutoCAD SHX Text
LOCATION
AutoCAD SHX Text
KAAI - STORAGE TANK 0.00m
AutoCAD SHX Text
10.0
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
BY:
AutoCAD SHX Text
BY:
AutoCAD SHX Text
BY:
AutoCAD SHX Text
R E V I S I O N S
AutoCAD SHX Text
REV
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
DATE
AutoCAD SHX Text
Project tittle
AutoCAD SHX Text
SUPERVISING CONSULTANT:
AutoCAD SHX Text
MURANGA COMMUNITY WATER SUPPLY AUGMENTATION PROJECT LOT 3
AutoCAD SHX Text
DRAWING No.
AutoCAD SHX Text
Drawn by
AutoCAD SHX Text
Date
AutoCAD SHX Text
Sheet:
AutoCAD SHX Text
Approved by
AutoCAD SHX Text
Checked by
AutoCAD SHX Text
Scale
AutoCAD SHX Text
Job No.
AutoCAD SHX Text
Designed by
AutoCAD SHX Text
Drawing Title
AutoCAD SHX Text
PROJECT MANAGER:
AutoCAD SHX Text
CLIENT/EMPLOYER:
AutoCAD SHX Text
BY:
AutoCAD SHX Text
UKM
AutoCAD SHX Text
29.03.17
AutoCAD SHX Text
C0
AutoCAD SHX Text
Construction drawing
AutoCAD SHX Text
MCE-GAT-GD-015
AutoCAD SHX Text
1. All dimensions are in millimeters, unless otherwise stated. 2. This drawing must not be scaled ,only figured dimensions should be used. 3. This drawing must be read in conjuction with relevant Architectural drawings. 4. Reinforced concrete to be grade 25 to BS 8110. 5. Cover to main reinforcement to be as follows: (a) Foundation = 50mm (b) Columns = 40mm (c) Beams = 30mm (d) Slabs = 20mm 6. "T" Denotes High yield bars to BS 4449. "R" Denotes round mild steel bars to BS 4449. 7. Reinforcement in walls and columns must be inspected by the Engineer before being enclosed in the formwork. 9. All masonry walls must be reinforced with 25mm hoop iron after every two alternate courses. The hoop iron must be extended through the column sections. 10. To ensure enhanced bonding between the masonry and the R.C. columns, the masonry walling must be raised first before the columns are casted. 11. All mortar used to be of cement sand mix 1:3, with all the stone walling being laid in 200mm courses with 12mm mortar joints. 12. A minimum of 5.0N/mm2 average compressive strength of masonry in accordance with BS5390 should be used for all wall sections. 13. Mass concrete to be grade 15
AutoCAD SHX Text
NOTES
N
M
0.09
0.13
0.09
G
K
0.13
L
0.09
0.13
PC
0.15
0.05
0.15
B
A
B
0.10
E
0.15
0.30
0.05
0.45
0.15
J0.30
G
H
0.35
0.30 A 0.30
0.30
0.13KGK0.13
L
0.25 D 0.25
0.25
F
0.10
C
E
0.15
P.O BOX 45283 - 00100 NAIROBI
TEL: 020 - 2727438 FAX: 2724295
CHIEF MANAGER - WATER WORKS
ATHI WATER WORKS DEVT AGENCY
P.O BOX 45283 - 00100 NAIROBI
TEL: 020 - 2727438 FAX: 2724295
CHIEF EXECUTIVE OFFICER
ATHI WATER WORKS DEVT AGENCY
SNM
1 of 1
MCE-225
1:25,1:10NOVEMBER 2017
OCM
UKM
UKM
CULVERT DETAILS
AutoCAD SHX Text
%%UNOTES :
AutoCAD SHX Text
%%UPLAN%%U
AutoCAD SHX Text
%%USECTION A-A
AutoCAD SHX Text
A193 FABRIC MESH
AutoCAD SHX Text
1:2
AutoCAD SHX Text
B
AutoCAD SHX Text
A
AutoCAD SHX Text
L
AutoCAD SHX Text
C
AutoCAD SHX Text
B
AutoCAD SHX Text
A
AutoCAD SHX Text
%%USECTION B-B
AutoCAD SHX Text
0.09
AutoCAD SHX Text
CULVERTS
AutoCAD SHX Text
DIAMETER 0.90m
AutoCAD SHX Text
0.90
AutoCAD SHX Text
(m)
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
(m)
AutoCAD SHX Text
(m)
AutoCAD SHX Text
E
AutoCAD SHX Text
1.33
AutoCAD SHX Text
1.38
AutoCAD SHX Text
0.88
AutoCAD SHX Text
C
AutoCAD SHX Text
(m)
AutoCAD SHX Text
D
AutoCAD SHX Text
(m)
AutoCAD SHX Text
0.98
AutoCAD SHX Text
1.50
AutoCAD SHX Text
F
AutoCAD SHX Text
(m)
AutoCAD SHX Text
G
AutoCAD SHX Text
(m)
AutoCAD SHX Text
0.15
AutoCAD SHX Text
B
AutoCAD SHX Text
(m)
AutoCAD SHX Text
N
AutoCAD SHX Text
2.69
AutoCAD SHX Text
2.25
AutoCAD SHX Text
1.25
AutoCAD SHX Text
1.30
AutoCAD SHX Text
(m)
AutoCAD SHX Text
J
AutoCAD SHX Text
H
AutoCAD SHX Text
(m)
AutoCAD SHX Text
K
AutoCAD SHX Text
(m)
AutoCAD SHX Text
2.60
AutoCAD SHX Text
4.36
AutoCAD SHX Text
L
AutoCAD SHX Text
(m)
AutoCAD SHX Text
M
AutoCAD SHX Text
(m)
AutoCAD SHX Text
inlet & outlet
AutoCAD SHX Text
CLASS 25/20
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
4.14m
AutoCAD SHX Text
1.68
AutoCAD SHX Text
P
AutoCAD SHX Text
(m)
AutoCAD SHX Text
0.86m
AutoCAD SHX Text
3
AutoCAD SHX Text
3
AutoCAD SHX Text
per running m
AutoCAD SHX Text
surround & bed
AutoCAD SHX Text
CLASS 15/20
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
0.15
AutoCAD SHX Text
%%UFRONT ELEVATION%%U
AutoCAD SHX Text
1.
AutoCAD SHX Text
A 193 FABRIC MESH REINFORCEMENT
AutoCAD SHX Text
TO BE PLACED AS SHOWN
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
BY:
AutoCAD SHX Text
BY:
AutoCAD SHX Text
BY:
AutoCAD SHX Text
R E V I S I O N S
AutoCAD SHX Text
REV
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
DATE
AutoCAD SHX Text
Project tittle
AutoCAD SHX Text
SUPERVISING CONSULTANT:
AutoCAD SHX Text
MURANGA COMMUNITY WATER SUPPLY AUGMENTATION PROJECT LOT 3
AutoCAD SHX Text
DRAWING No.
AutoCAD SHX Text
Drawn by
AutoCAD SHX Text
Date
AutoCAD SHX Text
Sheet:
AutoCAD SHX Text
Approved by
AutoCAD SHX Text
Checked by
AutoCAD SHX Text
Scale
AutoCAD SHX Text
Job No.
AutoCAD SHX Text
Designed by
AutoCAD SHX Text
Drawing Title
AutoCAD SHX Text
PROJECT MANAGER:
AutoCAD SHX Text
CLIENT/EMPLOYER:
AutoCAD SHX Text
BY:
AutoCAD SHX Text
UKM
AutoCAD SHX Text
29.03.17
AutoCAD SHX Text
C0
AutoCAD SHX Text
Construction drawing
AutoCAD SHX Text
MCE-GAT-GD-011
AutoCAD SHX Text
1. All dimensions are in millimeters, unless otherwise stated. 2. This drawing must not be scaled ,only figured dimensions should be used. 3. This drawing must be read in conjuction with relevant Architectural drawings. 4. Reinforced concrete to be grade 25 to BS 8110. 5. Cover to main reinforcement to be as follows: (a) Foundation = 50mm (b) Columns = 40mm (c) Beams = 30mm (d) Slabs = 20mm 6. "T" Denotes High yield bars to BS 4449. "R" Denotes round mild steel bars to BS 4449. 7. Reinforcement in walls and columns must be inspected by the Engineer before being enclosed in the formwork. 9. All masonry walls must be reinforced with 25mm hoop iron after every two alternate courses. The hoop iron must be extended through the column sections. 10. To ensure enhanced bonding between the masonry and the R.C. columns, the masonry walling must be raised first before the columns are casted. 11. All mortar used to be of cement sand mix 1:3, with all the stone walling being laid in 200mm courses with 12mm mortar joints. 12. A minimum of 5.0N/mm2 average compressive strength of masonry in accordance with BS5390 should be used for all wall sections. 13. Mass concrete to be grade 15
AutoCAD SHX Text
NOTES
HE
IG
HT
V
AR
IE
S1
50
PIPE
P.C.C.
SAND AND CEMENT
P.C.C INVERT BLOCK DRAIN
LINING
1 IN 1 SIDE SLOPE
F.G.L
P.O BOX 45283 - 00100 NAIROBI
TEL: 020 - 2727438 FAX: 2724295
CHIEF MANAGER - WATER WORKS
ATHI WATER WORKS DEVT AGENCY
P.O BOX 45283 - 00100 NAIROBI
TEL: 020 - 2727438 FAX: 2724295
CHIEF EXECUTIVE OFFICER
ATHI WATER WORKS DEVT AGENCY
SNM
1 of 1
MCE-225
1:25,1:10NOVEMBER 2017
OCM
UKM
UKM
ACCESS ROADS DETAILS
TYPICAL SECTIONS
AutoCAD SHX Text
1:50 (A3)
AutoCAD SHX Text
CARRIAGEWAY
AutoCAD SHX Text
%%UTYPICAL ACCESS ROAD CROSS SECTION DETAILS
AutoCAD SHX Text
PROFILE
AutoCAD SHX Text
EXISTING GROUND
AutoCAD SHX Text
GRAVEL WHERE DESIRED
AutoCAD SHX Text
COMPACTED PRIOR TO APPLYING
AutoCAD SHX Text
EXISTING ROAD TO BE RESHAPED AND
AutoCAD SHX Text
TOP OF SUBGRADE:
AutoCAD SHX Text
1:2
AutoCAD SHX Text
C
AutoCAD SHX Text
L
AutoCAD SHX Text
EXISTING DRAIN (IF PRESENT) TO BE RECONSTRUCTED AS SHOWN
AutoCAD SHX Text
TO CATER FOR A WIDENED CARRIAGEWAY AS DIRECTED
AutoCAD SHX Text
COMPACTED TO 95% MDD AASHTO
AutoCAD SHX Text
125mm GRAVEL WEARING COURSE
AutoCAD SHX Text
T180
AutoCAD SHX Text
4%
AutoCAD SHX Text
SHOULDER
AutoCAD SHX Text
4%
AutoCAD SHX Text
0.6m min.
AutoCAD SHX Text
1:2
AutoCAD SHX Text
1:4
AutoCAD SHX Text
%%USECTION THROUGH SITE ROAD
AutoCAD SHX Text
%%UELEVATION
AutoCAD SHX Text
1:10
AutoCAD SHX Text
N.T.S
AutoCAD SHX Text
%%UPLAN
AutoCAD SHX Text
1:10
AutoCAD SHX Text
%%UDETAILS OF HEADWALL
AutoCAD SHX Text
T180
AutoCAD SHX Text
125mm GRAVEL WEARING COURSE
AutoCAD SHX Text
COMPACTED TO 95% MDD AASHTO
AutoCAD SHX Text
4%
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
BY:
AutoCAD SHX Text
BY:
AutoCAD SHX Text
BY:
AutoCAD SHX Text
R E V I S I O N S
AutoCAD SHX Text
REV
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
DATE
AutoCAD SHX Text
Project tittle
AutoCAD SHX Text
SUPERVISING CONSULTANT:
AutoCAD SHX Text
MURANGA COMMUNITY WATER SUPPLY AUGMENTATION PROJECT LOT 3
AutoCAD SHX Text
DRAWING No.
AutoCAD SHX Text
Drawn by
AutoCAD SHX Text
Date
AutoCAD SHX Text
Sheet:
AutoCAD SHX Text
Approved by
AutoCAD SHX Text
Checked by
AutoCAD SHX Text
Scale
AutoCAD SHX Text
Job No.
AutoCAD SHX Text
Designed by
AutoCAD SHX Text
Drawing Title
AutoCAD SHX Text
PROJECT MANAGER:
AutoCAD SHX Text
CLIENT/EMPLOYER:
AutoCAD SHX Text
BY:
AutoCAD SHX Text
UKM
AutoCAD SHX Text
29.03.17
AutoCAD SHX Text
C0
AutoCAD SHX Text
Construction drawing
AutoCAD SHX Text
MCE-GAT-GD-012
AutoCAD SHX Text
1. All dimensions are in millimeters, unless otherwise stated. 2. This drawing must not be scaled ,only figured dimensions should be used. 3. This drawing must be read in conjuction with relevant Architectural drawings. 4. Reinforced concrete to be grade 25 to BS 8110. 5. Cover to main reinforcement to be as follows: (a) Foundation = 50mm (b) Columns = 40mm (c) Beams = 30mm (d) Slabs = 20mm 6. "T" Denotes High yield bars to BS 4449. "R" Denotes round mild steel bars to BS 4449. 7. Reinforcement in walls and columns must be inspected by the Engineer before being enclosed in the formwork. 9. All masonry walls must be reinforced with 25mm hoop iron after every two alternate courses. The hoop iron must be extended through the column sections. 10. To ensure enhanced bonding between the masonry and the R.C. columns, the masonry walling must be raised first before the columns are casted. 11. All mortar used to be of cement sand mix 1:3, with all the stone walling being laid in 200mm courses with 12mm mortar joints. 12. A minimum of 5.0N/mm2 average compressive strength of masonry in accordance with BS5390 should be used for all wall sections. 13. Mass concrete to be grade 15
AutoCAD SHX Text
NOTES
SECTIONAL ELEVATION
SECTION D-D
DETAIL M
ELEVATION M
ELEVATION
STEP IRON DETAILS
ELEVATION
DETAIL OF 10 mm THICK BASE PLATE
DETAIL A
DETAILS OF HANDRAIL
NOTES :
SECTIONAL ELEVATION
80x15mm G.M.S.
FLAT (2Nos.)
DETAILS OF G.M.S LADDER
80600
10mm DIA. RAWL BOLTS
CONCRETE PAD
900x300x200mm
20mm G.M.S.
RUNGS AT 250mm c/c
165x50x10mm
BASE PLATE
80x15mm G.M.S.
FLAT STRINGER
FILLET WELD
SCALE: 1:25
900
450
20
0V
AR
IE
S
DETAIL 'A'
10mm DIA. RAWL BOLTS
600
20
0
25.4900
25.4900
A1-SCALE: 1:25
A3-SCALE: 1:50
DETAIL 'A'
FILLET WELD
80x15mm M.S. FLAT STRINGER
WELDED TO BASE PLATE
10mm DIA RAWL BOLT
165x50mm BASE PLATE
90
0
DISSOLVING BASKETS
NOTES
P.O BOX 45283 - 00100 NAIROBI
TEL: 020 - 2727438 FAX: 2724295
CHIEF MANAGER - WATER WORKS
ATHI WATER WORKS DEVT AGENCY
P.O BOX 45283 - 00100 NAIROBI
TEL: 020 - 2727438 FAX: 2724295
CHIEF EXECUTIVE OFFICER
ATHI WATER WORKS DEVT AGENCY
SNM
1 of 1
MCE-225
1:25,1:10NOVEMBER 2017
OCM
UKM
UKM
LADDER AND HANDRAIL DETAILS
AutoCAD SHX Text
2 No. 51 x 51 mm ANGLE BACK SIDE.
AutoCAD SHX Text
%%UTANK LEVEL INDICATOR
AutoCAD SHX Text
%%c50 mm uPVC SLEEVE
AutoCAD SHX Text
CALIBRATED AT 0.25m
AutoCAD SHX Text
INTERVALS
AutoCAD SHX Text
BALL FLOAT
AutoCAD SHX Text
2 No. 51 x 51 mm ANGLES
AutoCAD SHX Text
F.G.L.
AutoCAD SHX Text
SCALE 1:25
AutoCAD SHX Text
TAUT STRING
AutoCAD SHX Text
(COVERED WITH POLYTHENE)
AutoCAD SHX Text
ANGLE STOP
AutoCAD SHX Text
AND WEIGHT
AutoCAD SHX Text
CIRCULAR POINTER
AutoCAD SHX Text
PAINTED WHITE
AutoCAD SHX Text
SCALE 1:2
AutoCAD SHX Text
SCALE 1:10
AutoCAD SHX Text
BALL FLOAT
AutoCAD SHX Text
CIRCULAR POINTER
AutoCAD SHX Text
51 x 51 mm BOLTED
AutoCAD SHX Text
WEIGHT
AutoCAD SHX Text
STOPS
AutoCAD SHX Text
TANK WALL
AutoCAD SHX Text
ANGLE SECTION
AutoCAD SHX Text
15 mm THICK PLATE WELDED
AutoCAD SHX Text
CIRCULAR POINTER
AutoCAD SHX Text
ONTO ANGLE SECTION PLATE
AutoCAD SHX Text
10 mm %%c RAWL BOLTS
AutoCAD SHX Text
STRING
AutoCAD SHX Text
6 mm WELD
AutoCAD SHX Text
WEIGHT
AutoCAD SHX Text
PAINTED RED
AutoCAD SHX Text
SCALE 1:10
AutoCAD SHX Text
WELDED TO FORM A CHANNEL
AutoCAD SHX Text
3 No. 500 x 5 mm THICK FLATS
AutoCAD SHX Text
ELEVATION M
AutoCAD SHX Text
80 mm %%c PULLEYS
AutoCAD SHX Text
BOLTS
AutoCAD SHX Text
PAINTED YELLOW AND CALIBRATED
AutoCAD SHX Text
AT 250 mm INTERVALS IN BLACK
AutoCAD SHX Text
BOLTED ANGLE STOPS
AutoCAD SHX Text
D
AutoCAD SHX Text
D
AutoCAD SHX Text
20 mm C.IAT 300 mm c/c
AutoCAD SHX Text
SCALE 1:20
AutoCAD SHX Text
%%uPLAN
AutoCAD SHX Text
SCALE 1:20
AutoCAD SHX Text
WELD
AutoCAD SHX Text
RAG BOLT
AutoCAD SHX Text
DETAIL A"
AutoCAD SHX Text
RAG BOLT
AutoCAD SHX Text
WELD
AutoCAD SHX Text
WELD
AutoCAD SHX Text
WELD
AutoCAD SHX Text
40 mm %%C
AutoCAD SHX Text
RAG BOLT
AutoCAD SHX Text
RAG BOLT
AutoCAD SHX Text
40 mm %%C
AutoCAD SHX Text
40 mm %%C
AutoCAD SHX Text
DETAIL A"
AutoCAD SHX Text
SCALE : 1:10
AutoCAD SHX Text
SCALE : 1:5
AutoCAD SHX Text
12 mm %%c MS BOLTS
AutoCAD SHX Text
WELD
AutoCAD SHX Text
%%U2 No. 14 mm %%C HOLES FOR
AutoCAD SHX Text
30 mm %%C PIPE
AutoCAD SHX Text
SCALE : 1:5
AutoCAD SHX Text
40 mm %%c PIPE
AutoCAD SHX Text
WELD
AutoCAD SHX Text
ALL DIMENSIONS ARE IN MILLIMETRES
AutoCAD SHX Text
1.
AutoCAD SHX Text
UNLESS STATED OTHERWISE.
AutoCAD SHX Text
F.G.L.
AutoCAD SHX Text
2 No. 51 x 51 mm ANGLES
AutoCAD SHX Text
INTERVALS
AutoCAD SHX Text
CALIBRATED AT 0.25m
AutoCAD SHX Text
TAUT STRING
AutoCAD SHX Text
BALL FLOAT
AutoCAD SHX Text
(COVERED WITH POLYTHENE)
AutoCAD SHX Text
%%c50 mm uPVC SLEEVE
AutoCAD SHX Text
ANGLE STOP
AutoCAD SHX Text
CIRCULAR POINTER
AutoCAD SHX Text
DETAIL M
AutoCAD SHX Text
AND WEIGHT
AutoCAD SHX Text
SCALE 1:25
AutoCAD SHX Text
14mm HOLES INEND PLATES FOR FIXING BOLTS
AutoCAD SHX Text
6mm HOLESAT 100mm CRS
AutoCAD SHX Text
12 No. 6mm HOLES AT100mm CRS PER ROW (4 ROWS)
AutoCAD SHX Text
17 No. 6mm HOLES AT100mm CRS PER ROW (4 ROWS)
AutoCAD SHX Text
2No. 1750mm LONG 2No. 1250mm LONG 2No. 1000mm LONG
AutoCAD SHX Text
1. BASKETS FABRICATED FROM 1.5mm THICK
AutoCAD SHX Text
STAINLESS STEEL PLATE 1200mm WIDE FOLDED
AutoCAD SHX Text
TO SHAPE WITH END PLATES WELDED ON,
AutoCAD SHX Text
LENGTH FOR ALUM TANK 1750mm AND LENGTH
AutoCAD SHX Text
FOR SODA- ASH TANK 1250mm LENGTH FOR
AutoCAD SHX Text
CHLORINE TANK 1000mm
AutoCAD SHX Text
2. ENDPLATES TO BE FIXED USING STAINLESS
AutoCAD SHX Text
STEEL SELF ANCHORING BOLTS OF 12mm
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
BY:
AutoCAD SHX Text
BY:
AutoCAD SHX Text
BY:
AutoCAD SHX Text
R E V I S I O N S
AutoCAD SHX Text
REV
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
DATE
AutoCAD SHX Text
Project tittle
AutoCAD SHX Text
SUPERVISING CONSULTANT:
AutoCAD SHX Text
MURANGA COMMUNITY WATER SUPPLY AUGMENTATION PROJECT LOT 3
AutoCAD SHX Text
DRAWING No.
AutoCAD SHX Text
Drawn by
AutoCAD SHX Text
Date
AutoCAD SHX Text
Sheet:
AutoCAD SHX Text
Approved by
AutoCAD SHX Text
Checked by
AutoCAD SHX Text
Scale
AutoCAD SHX Text
Job No.
AutoCAD SHX Text
Designed by
AutoCAD SHX Text
Drawing Title
AutoCAD SHX Text
PROJECT MANAGER:
AutoCAD SHX Text
CLIENT/EMPLOYER:
AutoCAD SHX Text
BY:
AutoCAD SHX Text
UKM
AutoCAD SHX Text
29.03.17
AutoCAD SHX Text
C0
AutoCAD SHX Text
Construction drawing
AutoCAD SHX Text
MCE-GAT-GD-016
AutoCAD SHX Text
1. All dimensions are in millimeters, unless otherwise stated. 2. This drawing must not be scaled ,only figured dimensions should be used. 3. This drawing must be read in conjuction with relevant Architectural drawings. 4. Reinforced concrete to be grade 25 to BS 8110. 5. Cover to main reinforcement to be as follows: (a) Foundation = 50mm (b) Columns = 40mm (c) Beams = 30mm (d) Slabs = 20mm 6. "T" Denotes High yield bars to BS 4449. "R" Denotes round mild steel bars to BS 4449. 7. Reinforcement in walls and columns must be inspected by the Engineer before being enclosed in the formwork. 9. All masonry walls must be reinforced with 25mm hoop iron after every two alternate courses. The hoop iron must be extended through the column sections. 10. To ensure enhanced bonding between the masonry and the R.C. columns, the masonry walling must be raised first before the columns are casted. 11. All mortar used to be of cement sand mix 1:3, with all the stone walling being laid in 200mm courses with 12mm mortar joints. 12. A minimum of 5.0N/mm2 average compressive strength of masonry in accordance with BS5390 should be used for all wall sections. 13. Mass concrete to be grade 15
AutoCAD SHX Text
NOTES