Dawasa Offgrid-Plumbingdrawings-221121073350-8a62b55b
Dawasa Offgrid-Plumbingdrawings-221121073350-8a62b55b
Dawasa Offgrid-Plumbingdrawings-221121073350-8a62b55b
Project:
PROPOSED DAWASA OFF GRID
GUARD HOUSE
cnsultant: ARDENT ARCHITECTS CO.LTD
Architecture & The Built Environment
Email: info@ardarch.co.tz
www.ardarch.co.tz
LIST OF DRAWINGS
Consultant:
Email: info@ardarch.co.tz
www.ardarch.co.tz
Tittle:
Designed &
Eng. G.E.Messo
Drawn by :
Checked by: Eng. G.E.Messo
Structural:
Scale: 1:1
Sheet No.: LIST OF DRAWINGS
Date:
General Notes
LEGEND NOTES 1. THIS DRAWING IS COPYRIGHT.
2. DO NOT SCALE THIS DRAWINGS.
FOUL WATER DRAINAGE: 3. ANY DESCREPANCIES TO BE
REPORTED TO THE OFFICE OF
CONSULTANT.
4. THIS DRAWING TO BE READ IN
* FOULWATER DRAINAGE AND SANITARY PIPEWORK SHALL BE IN ACCORDANCE WITH BS 5572. CONJUCTION WITH SPECIFICATIONS
AND ALL OTHER DRAWINGS.
COLD WATER SUPPLY PIPE * WASTE/SOIL WATER AND VENT PIPES SHALL BE uPVC PIPES TO ISO/R/161 OR BS 4460/CLASS C,
THE SIZES ARE INDICATED ON THE DRAWING.
HOT WATER SUPPLY PIPE * ALL BENDS AND TEES FOR VENT PIPES AND SULLAGE PIPES SHOULD HAVE RODDING PROVISION
BY WAY OF CLEANING EYE FOR INSPECTION.
FOULWATER DRAINAGE PIPE * WHERE PIPES ARE CROSSING BELOW PAVED AREAS, PIPES SHALL BE SURROUNDED WITH
150mm CONCRETE GRADE 15.
* GENERAL SLOPE FOR EXTERNAL SOIL WATER PIPEWORK SHALL BE 1% AND 0.5% FOR WASTE WATER PIPEWORK.
STOP VALVE
* BEFORE CONSTRUCTION OF THE DRAINAGE SYSTEM THE GROUND LEVELS OF THE SITE
HAVE TO BE CHECKED FOR CONFORMITY WITH THOSE SHOWN ON DRAWINGS.
NON RETURN VALVE
* MANHOLE COVER LEVEL SHALL BE AS SUCH TO SUITE ADJUCENT LEVELS, BUT SHALL ALWAYS BE 10 cm
* MANHOLE AND CHAMBERS INVERT LEVELS REFERS TO +1.20 DATUM LEVEL OF THE GROUND FLOOR FINISH LEVEL.
GT GULLY TRAP
WATER SUPPLY
* ALL INTERNAL WATER SUPPLY PIPES SHALL BE DIZAYN PP-R 80 SANITARY PIPES & FITTINGS
FD/FG FLOOR DRAIN/FLOOR GULLY GRADE TO BS 1387.
* EXTERNAL WATER SUPPLY PIPES SHALL BE PVC SANITARY PIPES & FITTINGS.
*WATER METER SHALL BE LOCATED UNDERGROUND IN A WATER METER CHAMBER WITH
A REMOVABLE COVER
Project Title:
MH INSPECTION CHAMBER/MANHOLE *TAPS AND VALVES SHALL BE COPPER ALLOY COMPLYING TO BS 5154 OR BS 1010. BALL VALVES SHALL
BE IN ACCORDENCE WITH 1212. PROPOSED DAWASA OFF GRID
(SOLID WASTE/WASTE WATER) GUARD HOUSE
*PIPES DIMENSIONS ARE IN MILLIMETERS NOMINAL DIAMETER.
* ALL INTERNAL WATER SUPPLY PIPES SHALL BE EMBDDED IN WALLS OR FLOOR SLABS AS APPLICABLE
COLD WATER TAP OR ROOF LEVEL
CLIENT:-
* ALL WORKMANSHIP SHALL BE IN ACCORDANCE WITH BS 310. ADVENT CONSTRUCTION LTD
P.O. BOX 8702
'S' / 'P' WATER TRAP * ALL PIPE CONNECTIONS TO TAPS AND SANITARY FITTINGS SHALL BE 32mm. DSM
Consultant:
CLEANING EYE ON STACK PIPE AS SHOWN
ARDENT ARCHITECTS CO.LTD
ON PLAN / ISOMETRIC WATER DIAGRAM Architecture & The Built Environment
WH WATER HEATER
Tittle:
Designed &
HS HANDS SPRAY Eng. G.E.Messo
Drawn by :
Checked by: Eng. G.E.Messo
SP SOIL WASTE PIPE
Structural:
Scale: 1:1
Sheet No.: General Notes
WP WASTE WATER PIPE
Date:
General Notes
1. THIS DRAWING IS COPYRIGHT.
2. DO NOT SCALE THIS DRAWINGS.
3. ANY DESCREPANCIES TO BE
REPORTED TO THE OFFICE OF
CONSULTANT.
4. THIS DRAWING TO BE READ IN
CONJUCTION WITH SPECIFICATIONS
AND ALL OTHER DRAWINGS.
∅15
∅20
∅20 FROM ROOF
Project Title:
CLIENT:-
ADVENT CONSTRUCTION LTD
P.O. BOX 8702
DSM
Consultant:
Email: info@ardarch.co.tz
www.ardarch.co.tz
Tittle:
Designed &
Eng. G.E.Messo
Drawn by :
Checked by: Eng. G.E.Messo
Structural:
Scale: 1:1
Sheet No.: Water Supply
Date:
General Notes
1. THIS DRAWING IS COPYRIGHT.
2. DO NOT SCALE THIS DRAWINGS.
3. ANY DESCREPANCIES TO BE
REPORTED TO THE OFFICE OF
CONSULTANT.
4. THIS DRAWING TO BE READ IN
CONJUCTION WITH SPECIFICATIONS
AND ALL OTHER DRAWINGS.
SETTLING INSPECTION
CHAMBER CHAMBER
1650X1200X1500 1200X1200X1500
A A
∅110
GT ∅90
∅50
0
∅9
GT
FRENCH DRAINAGE
∅50 Project Title:
TO GARDEN
6000
CLIENT:-
ADVENT CONSTRUCTION LTD
P.O. BOX 8702
DSM
Consultant:
Email: info@ardarch.co.tz
www.ardarch.co.tz
Tittle:
Designed &
Eng. G.E.Messo
Drawn by :
Checked by: Eng. G.E.Messo
Structural:
Scale: 1:1
Sheet No.: Wastewater drainage
Date:
AGE
General Notes
1. THIS DRAWING IS COPYRIGHT.
2. DO NOT SCALE THIS DRAWINGS.
3. ANY DESCREPANCIES TO BE
REPORTED TO THE OFFICE OF
CONSULTANT.
4. THIS DRAWING TO BE READ IN
CONJUCTION WITH SPECIFICATIONS
AND ALL OTHER DRAWINGS.
CLIENT:-
ADVENT CONSTRUCTION LTD
P.O. BOX 8702
DSM
390
800 SOIL Consultant:
410 110
PERFORATED PIPE P.O. Box 62132
Dar Es Salaam ,TANZANIA
150
Email: info@ardarch.co.tz
www.ardarch.co.tz
SOIL Tittle:
Designed &
Eng. G.E.Messo
6000 Drawn by :
Eng. G.E.Messo
Checked by:
Structural:
AGGREGATES Scale:
Sheet No.:
1:1
ABR Details
Date:
General Notes
1. THIS DRAWING IS COPYRIGHT.
2. DO NOT SCALE THIS DRAWINGS.
3. ANY DESCREPANCIES TO BE
REPORTED TO THE OFFICE OF
CONSULTANT.
4. THIS DRAWING TO BE READ IN
CONJUCTION WITH SPECIFICATIONS
AND ALL OTHER DRAWINGS.
CLIENT:-
ADVENT CONSTRUCTION LTD
P.O. BOX 8702
DSM
Consultant:
Email: info@ardarch.co.tz
www.ardarch.co.tz
Tittle:
Designed &
Eng. G.E.Messo
Drawn by :
Checked by: Eng. G.E.Messo
Structural:
Scale: 1:1
Sheet No.: Stormwater Drainage
Date: