Drainage, Villa DWG Block for AutoCAD

Drainage, Villa DWG Block for AutoCAD

Drainage villa

Drawing labels, details, and other text information extracted from the CAD file:

figurante, vitreous china, window number, access bend, pvc perforated, bucket for, filteration, vent pipe, mm gi heavy, duty removal cover, outlet, inlet, sand trap, not to scale, to strc’l dwg., lift, figurante, vitreous china, figurante, vitreous china, lvl., up to, up to, gymnasium, toi., sho., wash, toi., laundry, ironing, car wash., hall tv, pantry, car parking area, ramp up to gf, ramp to basement, ramp slope, lvl., lvl., mirror, figurante, vitreous china, dining room, main kitchen, ext.kitchen, watchman, figurante, vitreous china, figurante, vitreous china, figurante, vitreous china, figurante, vitreous china, entrance hall, guest bedroom, maid room, lobby, wash, lobby, stair lift lobby, lift, lvl., lobby, back entrance, lvl., void, lobby, up to, from, balcony, void, balcony, lvl., lobby, from, ramp to basement, lvl., up to, lvl, lvl, road lvl, lvl., void, lvl., mirror, figurante, vitreous china, figurante, vitreous china, figurante, vitreous china, figurante, vitreous china, figurante, vitreous china, figurante, vitreous china, master, bedroom, family sitting, dress., figurante, vitreous china, figurante, vitreous china, lift, sho., toilet, ac duct, sho., balcony, ac duct, lobby, sho., toilet, jacuzzi, balcony, lobby, toilet, ac duct, store, lvl., plate form, lvl., ac duct, from, grd flr, ac duct, lvl., first floor plan, scale, terrace plan, scale, roof plan, scale, for r.w.pipe, rain water valley, free discharge, for r.w.pipe, for r.w.pipe, rain water valley, rain water valley, rain water valley, rain water valley, ridge line, basement floor plan, scale, pipe, going to, lift station, as per detail, valve pit, dmh.a, dgt, dgt, dmh.b, pipe, dgt, pipe, sealing tray, under mh.cover, to municipal sewer line, road gulley, as per detail, dgt, basin, as per detail, dmh.c, at basement flr, pipe, at basement flr, pipe, free discharge, free discharge, basin, as per detail, pipe, pipe, pipe, pipe, sealing tray, under mh.cover, to municipal sewer line, pipe, going to, gate, w.w.level at fic, miscellaneous, receipt no for storm water connection, new project, the benching in inspection manholes should have smooth surface cement plaster, manholes size mm, manholes sizes shall be as, from to, up to, manholes deep mm, for sew for swd, no:, manholes cover mm, for sew for swd, manholes construction, all main line channels shall be located in the center of the manholes, benching of incoming branches should be inclined towards the main direction of flow, the sides of channels in manhole shall be extended vertically to the same level of the soffit of the pipe, shall be mm for manholes up to mm deep and mm for depths above mm, diameter of channel in the bottom of manhole shall be equal to that of the incoming sewer diameter.., where manhole inspection chambers are constructed below ground water table complete construction shall be either, all inspection should be built on bed of cement concrete the thickness of the concrete, in waterproofed rcc. or in g.r.p, to the basement drainage line to make it always wet., sump pump service only the basement drain and sewerage, if basement sump pump is for rain water collection only from connect one waste pipe from the nearest toilet, in sand trap with pvc bucket shall be provided just before end connection of care park drain to the sump pump pit, the siting of any manhole shall be kept away from underground water tank by distance not less than the depth of the, and the ramp drain channel, sump pump, water tank., drawn, title, drawing list, scale:, date, rev., drg.title, drg no:, designed by, total, checked by, approved by, standard notes, date, revised, no., job title drainage layout, consultant, stack sizes shall be as follows:, vent pipes from manholes and vertical stacks shall be extended meters above the the end of which shall be fitted with vent cowls., shall be provided around to protect the pipe, the invert level of the external drainage system shall be determined by the consultant taking into consideration, distance between mh to mh shall not exceed meters in villas and buildings, any manhole located in driveway or other traffic areas shall be provided with heavy duty covers., backdrop shall be provided when the level difference between incoming and main sewer is considerable, if inspection chambers manholes are in agricultural manhole covers should be raised mm above the, an inspection chamber manhole gully trap constructed in covered area shall be dry type and provided with recessed, these vent pipes shall be mm below cover level., minimum requirement for manhole venting shall be the provision of vent pipe to first and last manholes of drainage line., the natural ground level., double seal type cover., flooded when the bigger pipes are running full, the depth of first manhole shall be at least mm, suitable for the loads they are subjected and in accordance with bs, acute angle connections shall not be allowed within junctio

Raw text data extracted from CAD file:

00 D? SE SW NW NE W E S K-2121 FIGURANTE LAVATORY/PEDESTAL VITREOUS CHINA 13-4 80 WINDOW NUMBER W? SW W NW SE E NE S N \A1;1'-4" \A1;2'-0" \A1;3'-0" \A1;2" \A1;21" \A1;12" \A1;2" \A1;5" \A1;10" \A1;9" \A1;9" \A1;12" ACCESS BEND PVC PERFORATED BUCKET FOR FILTERATION VENT PIPE 600 x 600 mm (2'x2') GI HEAVY DUTY REMOVAL COVER OUTLET INLET \A1;VARIES \A1;4" SAND TRAP NOT TO SCALE TO STRC'L DWG. LIFT K-2121 FIGURANTE LAVATORY/PEDESTAL VITREOUS CHINA 13-4 80 K-2121 FIGURANTE LAVATORY/PEDESTAL VITREOUS CHINA 13-4 80 -2.45 lvl. -275 lvl. UP UP TO GF UP TO GF GYMNASIUM TOI. SHO. WASH TOI. LAUNDRY IRONING CAR WASH. HALL TV PANTRY CAR PARKING AREA RAMP UP TO GF RAMP TO BASEMENT R A M P S L O P E 10% RAMP SLOPE 10% 9 W CUT-OUT CUT-OUT -1.83 lvl. -2.45 lvl. -2.75 lvl. ENGLISH-COURT ENGLISH-COURT -2.75 lvl. MIRROR K-2121 FIGURANTE LAVATORY/PEDESTAL VITREOUS CHINA 13-4 80 DINING ROOM MAIN KITCHEN EXT.KITCHEN WATCHMAN K-2121 FIGURANTE LAVATORY/PEDESTAL VITREOUS CHINA 13-4 80 K-2121 FIGURANTE LAVATORY/PEDESTAL VITREOUS CHINA 13-4 80 K-2121 FIGURANTE LAVATORY/PEDESTAL VITREOUS CHINA 13-4 80 K-2121 FIGURANTE LAVATORY/PEDESTAL VITREOUS CHINA 13-4 80 S I T T I N G ENTRANCE HALL GUEST BEDROOM MAID ROOM LOBBY TOI- WC WASH LOBBY STAIR & LIFT LOBBY LIFT +0.15 lvl. +0.75 lvl. +1.35 lvl. +1.05 lvl. +0.05 lvl. +0.85 lvl. LOBBY BACK ENTRANCE +1.05 lvl. UP UP WC SHO- VOID LOBBY UP TO F F FROM BASE- -117979.0135821666 UP TOI- BALCONY VOID BALCONY +0.30 lvl. UP UP UP LOBBY FROM BASE- UP UP UP UP RAMP TO BASEMENT CUT-OUT CUT-OUT -1.83 lvl. R A M P S L O P E 10% up to terr- +0.23 LVL R A M P S L O P E 0.04% -117979.0135821666 -117979.0135821666 up up +0.23 LVL -0.30 LVL ROAD LVL +0.45 LVL. +0.45 LVL. -2.75 lvl. +1.05 lvl. +1.05 lvl. +1.05 lvl. +1.35 lvl. +1.35 lvl. ENGLISH-COURT VOID ENGLISH-COURT -2.75 lvl. MIRROR K-2121 FIGURANTE LAVATORY/PEDESTAL VITREOUS CHINA 13-4 80 K-2121 FIGURANTE LAVATORY/PEDESTAL VITREOUS CHINA 13-4 80 K-2121 FIGURANTE LAVATORY/PEDESTAL VITREOUS CHINA 13-4 80 K-2121 FIGURANTE LAVATORY/PEDESTAL VITREOUS CHINA 13-4 80 K-2121 FIGURANTE LAVATORY/PEDESTAL VITREOUS CHINA 13-4 80 K-2121 FIGURANTE LAVATORY/PEDESTAL VITREOUS CHINA 13-4 80 MASTER BEDROOM-1- MASTER BEDROOM-2- BEDROOM -1 BEDROOM-2- BEDROOM-3- FAMILY SITTING DRESS. DRESS. DRESS. DRESS. DRESS. K-2121 FIGURANTE LAVATORY/PEDESTAL VITREOUS CHINA 13-4 80 K-2121 FIGURANTE LAVATORY/PEDESTAL VITREOUS CHINA 13-4 80 LIFT -117979.0135806876 -117979.0135806876 -117979.0135806876 SHO. WC TOILET AC DUCT SHO. TOI- BAL- BALCONY BALCONY SHO- TOI- AC DUCT LOBBY SHO. WC TOILET JACUZZI JACUZZI BALCONY LOBBY LOBBY SHO- TOILET AC DUCT CUT-OUT CUT-OUT STORE +4.78 lvl. BAL- BAL- PLATE FORM +9.71 lvl. MACH-ROOM AC DUCT AC DUCT from grd flr AC DUCT T E R R A C E +8.51 lvl. \A1;R95 \A1;R248 \A1;R50 \A1;180 \A1;450 \A1;274 \A1;R95 \A1;R248 \A1;R50 A FIRST FLOOR PLAN scale 1: 100 A TERRACE PLAN scale 1: 100 A ROOF PLAN scale 1: 100 FOR R.W.PIPE 2'x2'x2"SUMP SLOPE-1:50 RAIN WATER VALLEY FREE DISCHARGE d4"R.W.PIPE FOR R.W.PIPE 2'x2'x2"SUMP FOR R.W.PIPE 2'x2'x2"SUMP SLOPE-1:50 RAIN WATER VALLEY SLOPE-1:50 RAIN WATER VALLEY SLOPE-1:50 RAIN WATER VALLEY SLOPE-1:50 RAIN WATER VALLEY RIDGE LINE FT FT FT FT FT FT FT FT FT FT FT FT FT FT FT FT FT FT FT FT A BASEMENT FLOOR PLAN scale 1: 100 d4"PRESSURE PIPE GOING TO MH.2 LIFT STATION AS PER DETAIL VALVE PIT DMH.A DGT FT FT DGT FT DMH.B FT d6"UPVC PIPE SLOPE-1:90 DGT d6"UPVC PIPE SLOPE-1:90 MH.7 6mm.GRP SEALING TRAY UNDER MH.COVER TO MUNICIPAL SEWER LINE VP ROAD GULLEY AS PER DETAIL DGT 30x30-CATCH BASIN AS PER DETAIL DMH.C SHIFTED@H/L AT BASEMENT FLR d6" SOIL,WASTE PIPE SHIFTED@H/L AT BASEMENT FLR d6" SOIL,WASTE PIPE FREE DISCHARGE d4"R.W.PIPE FREE DISCHARGE d4"R.W.PIPE 30x30-CATCH BASIN AS PER DETAIL d6"UPVC PIPE SLOPE-1:90 d6"UPVC PIPE SLOPE-1:90 VP d6"UPVC PIPE SLOPE-1:90 GT MH.5 MH.6 VP VP VP FD FD d6"UPVC PIPE SLOPE-1:90 MH.7 6mm.GRP SEALING TRAY UNDER MH.COVER TO MUNICIPAL SEWER LINE GT MH.6 VP d4"PRESSURE PIPE GOING TO MH.1 FD FD FD VP GATE LEVEL=3.28m W.W.LEVEL AT FIC LOCATION=3.13m D) MISCELLANEOUS A-4 RECEIPT NO FOR STORM WATER CONNECTION New Project P101 7- THE BENCHING IN INSPECTION CHAMBER/ MANHOLES SHOULD HAVE SMOOTH SURFACE CEMENT PLASTER 800X800 600X600 1000 1500 MANHOLES SIZE MM 8- MANHOLES SIZES SHALL BE AS FOLLOWS:- FROM 2501 TO 4000 FROM 1701 TO 2500 FROM 1301 TO 1700 UP TO 1300 MANHOLES DEEP MM 600X600 FOR SEW FOR SWD 600X600 FOR SEW FOR SWD 600X600 FOR SEW FOR SWD NO: MANHOLES COVER MM 600X600 FOR SEW FOR SWD MANHOLES CONSTRUCTION 3- ALL MAIN LINE CHANNELS SHALL BE LOCATED IN THE CENTER OF THE MANHOLES 4- BENCHING OF INCOMING BRANCHES SHOULD BE INCLINED TOWARDS THE MAIN DIRECTION OF FLOW . 6- THE SIDES OF CHANNELS IN MANHOLE SHALL BE EXTENDED VERTICALLY TO THE SAME LEVEL OF THE SOFFIT OF THE PIPE SHALL BE 150 MM FOR MANHOLES UP TO 1000 MM DEEP AND 200 MM FOR DEPTHS ABOVE 1000 MM 5- DIAMETER OF SEMI-CIRCULAR CHANNEL IN THE BOTTOM OF MANHOLE SHALL BE EQUAL TO THAT OF THE INCOMING SEWER DIAMETER.. 2- WHERE MANHOLE / INSPECTION CHAMBERS ARE CONSTRUCTED BELOW GROUND WATER TABLE , COMPLETE CONSTRUCTION SHALL BE EITHER 1- ALL INSPECTION CHAMBERS/MANHOLES SHOULD BE BUILT ON BED OF CEMENT CONCRETE 1:4:6 THE THICKNESS OF THE CONCRETE IN WATERPROOFED RCC. OR IN G.R.P TO THE BASEMENT DRAINAGE LINE TO MAKE IT ALWAYS WET. 3- SUMP PUMP SERVICE ONLY THE BASEMENT DRAIN AND SEWERAGE 2- IF A BASEMENT SUMP PUMP IS FOR RAIN WATER COLLECTION ONLY FROM BASEMENT, CONNECT ONE WASTE PIPE FROM THE NEAREST TOILET . 1- IN BASEMENT, SAND TRAP WITH PVC BUCKET SHALL BE PROVIDED JUST BEFORE END CONNECTION OF CARE PARK DRAIN TO THE SUMP PUMP PIT 15- THE SITING OF ANY MANHOLE SHALL BE KEPT AWAY FROM UNDERGROUND WATER TANK BY A DISTANCE NOT LESS THAN THE DEPTH OF THE AND THE RAMP DRAIN CHANNEL SUMP PUMP WATER TANK. DRAWN BY; TITLE DRAWING LIST SCALE: DATE : 2ND REV. 1ST REV. 3RD REV. DRG.TITLE DRG NO: P001 DESIGNED BY TOTAL :10 CHECKED BY APPROVED BY STANDARD NOTES DATE REVISED NO. JOB TITLE : DRAINAGE LAYOUT CONSULTANT : 150 100 100 32 50 150 8- STACK SIZES SHALL BE AS FOLLOWS: - 2- VENT PIPES FROM MANHOLES AND VERTICAL STACKS SHALL BE EXTENDED 2 METERS ABOVE THE ROOF, THE END OF WHICH SHALL BE FITTED WITH VENT COWLS. SHALL BE PROVIDED AROUND TO PROTECT THE PIPE 3- THE INVERT LEVEL OF THE EXTERNAL DRAINAGE SYSTEM SHALL BE DETERMINED BY THE CONSULTANT TAKING INTO CONSIDERATION 13- DISTANCE BETWEEN MH TO MH SHALL NOT EXCEED 15 METERS IN VILLAS AND BUILDINGS 11- ANY MANHOLE LOCATED IN GARAGE, DRIVEWAY OR OTHER TRAFFIC AREAS SHALL BE PROVIDED WITH HEAVY DUTY COVERS. 9- BACKDROP SHALL BE PROVIDED WHEN THE LEVEL DIFFERENCE BETWEEN INCOMING AND MAIN SEWER IS CONSIDERABLE 12- IF INSPECTION CHAMBERS / MANHOLES ARE IN AGRICULTURAL LAND, MANHOLE COVERS SHOULD BE RAISED 75 MM ABOVE THE 10- AN INSPECTION CHAMBER / MANHOLE / GULLY TRAP CONSTRUCTED IN COVERED AREA SHALL BE DRY TYPE AND PROVIDED WITH RECESSED THESE VENT PIPES SHALL BE 100 MM BELOW COVER LEVEL. 14- MINIMUM REQUIREMENT FOR MANHOLE VENTING SHALL BE THE PROVISION OF VENT PIPE TO FIRST AND LAST MANHOLES OF DRAINAGE LINE. THE NATURAL GROUND LEVEL. DOUBLE SEAL TYPE COVER. FLOODED WHEN THE BIGGER PIPES ARE RUNNING FULL 4- THE DEPTH OF FIRST MANHOLE SHALL BE AT LEAST 450 MM SUITABLE FOR THE LOADS THEY ARE SUBJECTED TO, AND IN ACCORDANCE WITH BS 497 7- ACUTE ANGLE CONNECTIONS SHALL NOT BE ALLOWED WITHIN JUNCTION MANHOLES. 5- SLOPES FOR HORIZONTAL RUNS SHALL BE AS FOLLOWS: FOR 100 MM - 1:60 FOR 150 MM - 1:90 FOR 200 MM - 1:120 THE DRAINAGE CONNECTION LEVEL TO MATCH THAT OF F.I.C, IN CASE OF N.O.C THE DEEP OF LAST MANHOLE SHALL BE LESS THAN 1200 MM. 8- AT A MH THE TOPS OF ALL SEWERS SHOULD BE AT THE SAME LEVEL SO THAT THE PIPES OF SMALLER DIAMETER ARE NOT 6- MANHOLES AND ACCESS CHAMBERS SHALL BE LAY OUT ACCORDING TO CONSULTANT'S SCHEME., COVERS PROVIDED SHALL BE C) MANHOLES 1- THE MANHOLE SCHEDULE SHALL BE ARRANGED IN THE MANNER SHOWN BELOW ,THE MANHOLE INVERT LEVEL (I L) , COVER LEVEL (C L) DEPTH AND DISTANCE BETWEEN MANHOLES SHALL BE REFERENCED FROM D.M C , F.I.C USING DM'S DATUM 2- A SKETCH SHOWING THE RELATIVE LEVEL BETWEEN F.I.C AND BUILDING MANHOLES SHALL BE PROVIDED MH NO F I C D M C IL MH.NO. CL AND ALL UNITS SHALL BE IN SYSTEM 40 75 50 40 FLOOR DRAIN BATH TUB/SHOWER BALCONY DRAIN WASHING M/C 100 40 32 WC W . BASIN 6- TYPICAL OUTLET SIZE (MM) KITCHEN SINK 100 75 32 50 BALCONY DRAIN PIPE VENT PIPE RAIN WATER PIPE A/C DRAIN PIPE RAIN WATER PIPE A/C DRAIN PIPE BALCONY DRAIN PIPE VENT PIPE 100 100 WASTE PIPE SOIL PIPE UP TO GROUND PLUS SEVEN STORY 7- STACK SIZES SHALL BE AS FOLLOWS: - ABOVE SEVEN STORY WASTE PIPE SOIL PIPE THE STRUCTURAL ELEMENT SUCH A BY PASS, THE SLEEVE SHALL OFFER A TOLERANCE OF AT LEAST 50 MM FOR EASE OF 2- DIRECT CONNECTION OF WASTE SYSTEM FROM A FLOOR TRAP TO A FLOOR TRAP SHALL NOT BE PERMITTED. 1- THE DRAINAGE PIPES SHALL BE MADE NOT TO RUN THROUGH ELECTRIC ROOMS OR ELECTRIC SUB-STATIONS INSTALLATION OF THE PIPE. THE GAP BETWEEN THE PIPE AND THE SLEEVE SHALL THEN BE FILLED WITH SUITABLE SEALANT. 5- NOT TO PLACE UNDERGROUND PIPE LINE WITH TOP OF PIPE LESS THAN 600 MM BELOW FFL UNLESS CONCRETE STYLE 150 MM THICK 4- TO ALLOW THE DRAIN PIPES TO PASS THROUGH ANY STRUCTURAL ELEMENT IN BUILDING A CAST IRON SLEEVE IS FIRST FITTED WITHIN 3- NO DRAIN PIPES SHALL BE CAST INTO AN RCC STRUCTURAL ELEMENT WITHOUT PRIOR APPROVAL FROM DM STRUCTURAL ENGINEER RESTRICTIONS VERTICAL STACK DISCHARGING AT GR. LEVEL ANY HORIZONTAL PIPE LONGER THAN 1.5 METERS FROM SUCH FIXTURES SHALL BE VENTED ON THE HIGH SIDE 5- FOR ALL BENDS THAT ARE AT BASE OF STACKS, PROVIDE A 45 OR 90 DEGREES LONG RADIUS TYPE ELBOW 4- CONNECTION FROM THE APPLIANCES LINES ON ANY FLOOR AND THE MAIN PIPE SHALL BE IN VERTICAL STAKES ONLY. 1- IN SINGLE STACK SYSTEM, PROVIDE A SEPARATE VENTILATION FOR INDIVIDUAL CONNECTIONS FROM THE WC, FLOOR TRAP, SINK, ETC. 3- FOR BUILDINGS GREATER THAN 20 STORIES APPLIANCES LOCATED AT GR. FLOOR AND FIRST FLOOR SHALL NOT BE CONNECTED TO VENT PIPES STACK DISCHARGING AT GR. LEVEL RODDING EYES 1- THE UPPER LIMIT OF STACK LOADING SHALL NOT BE MORE THAN A QUARTER FULL 4- RODDING EYES SHALL BE PROVIDED WHERE MORE THAN ONE WC IS CONNECTED TO A HORIZONTAL SOIL PIPE 2- ALL VERTICAL STACKS SHALL BE PROVIDED WITH RODDING EYES AT JUNCTIONS ON EVERY FLOOR. 1- ACCESS POINTS SHOULD BE CAREFULLY SITED TO ALLOW THE SERVICE ENTRY FOR CLEANING AND TESTING . 2- FOR BUILDINGS OF LESS THAN 20 STORIES HEIGHT, APPLIANCES LOCATED ON GR. FLOOR SHALL NOT BE CONNECTED TO VERTICAL 5- RODDING EYE IS TO BE PROVIDED WHERE THE DISTANCE BETWEEN ONE WC AND STACK OR MANHOLE IS MORE THAN 5 METERS. 3- ALL HORIZONTAL DRAINAGE PIPES SHALL HAVE RODDING EYES AT POINTS OF CHANGE OF DIRECTION IN PIPES AS REQUIRED FOR EFFECTIVE MAINTENANCE STACKS. A-8 LAST BUILDING PERMIT NO: NEW PROJECT A-7 TOTAL NO OF DM STORM WATER . CONNECTION A-6 TOTAL NO OF DM SEWERAGE . CONNECTION 3- NO BENDS SHALL BE ALLOWED IN HORIZONTAL PIPES RUNNING UNDERGROUND. 1- MATERIALS SHALL BE TO DM APPROVAL AND THE INSTALLATION SHALL BE ACCORDING TO BS 5572 2- ALL INTERNAL PIPING SHALL BE UPVC TO BS 4514 EXCEPT WASTE PIPING WHICH SHALL BE TO BS 5255. ALL U/G PIPING SHALL BE TO BS 4660 B) PIPING A-5 TOTAL NO OF SEPTIC TANK DATE : E) SEPTIC TANKS, SOAKAWAY AND HOLDING TANKS D-11 SOAKAWAY SHOULD BE FILLED WITH BOULDERS OF SIZE 75 MM TO 100 MM SIGNATURE DATE NAME STAMP D-13 SIDE LEAKAGE FROM SOAK AWAY SHOULD BE PREVENTED OF CONSTRUCTED AT THE SAME LEVEL OF ADJACENT FOOTING OF D-12 GRP SEALING PLATE SHALL BE PROVIDED FOR THE LAST MANHOLE BEFORE THE SEPTIC TANK AND THE MANHOLE FOR A BUILDING OR A BOUNDARY WALL CONSULTANT : THE FUTURE CONNECTION BEFORE THE DM SEWER LINE THE SEPTIC TANK SHOULD BE STRUCTURES FROM REINFORCED CONCRETE WITH A PROVISION OF PROPER INSULATION TO PREVENT D-10 PROPER INSULATION SHOULD BE PROVIDED FOR FOUNDATIONS OF BUILDINGS IN SUCH CIRCUMSTANCES FOR PROTECTION D-9 IF SEPTIC TANK CONSTRUCTED FROM FIBERGLASS MATERIAL THE DIMENSION SHALL BE THE SAME ,THE THICKNESS SHALL NOT LESS D-8 IF THE SEPTIC TANK & SOAK AWAY ARE TO BE FOUNDED AT A LOWER LEVEL THAN THAT OF ADJACENT FOOTING THEY SHOULD THAN 6 MM AND IT SHOULD BE INCASED WITH PROPER PROTECTION SOLID BLOCKS . AGAINST SULFATES . ANY LEAKAGE FROM THE TANK BE CONSTRUCTED FIRST. AND SHOULD BE CONSTRUCTED FROM SOLID BLOCK WITH A PROVISION OF PROPER INSULATION FOR THE SEPTIC TANK. D-6 SEPTIC TANK & SOAK AWAY SHOULD BE CONSTRUCTED AT LEAST 3 MS AWAY FROM ANY FOOTING FOR A BUILDING OR A BOUNDARY WALL D-4 LOCATIONS OF SEPTIC TANK AND SOAKAWAY SHOULD SHOWN ON SETTING OUT PLANS AND ON A GENERAL FOUNDATION LAYOUT PLANS. D-3 THE FLOOR AREA OF THE SOAKAWAY SHALL BE DETERMINED ACCORDING TO THE 'PERCOLATION RATE IN ACCORDANCE WITH D-2 THE FOUNDATION LEVEL OF THE BASE OF THE SOAKAWAY SHALL BE KEPT AT LEAST 1 M ABOVE THE WINTER WATER TABLE. D-1 SEPTIC TANK AND SOAKAWAY SHALL BE CONSTRUCTED AND SELECTED TO DM DETAILS AND SHALL BE ACCORDING TO BS 6297 D-5 SOAKAWAY SHALL BE 1000 MM AWAY FROM THE SEPTIC TANK PLACED AT LEAST. APPROPRIATE TEST IN THE BS 6297 PROVISION FOR FUTURE CONNECTION IN ADDITION ,PUBLIC BUILDING SHALL HAVE PROVISION FOR TOILET FACILITIES FOR DISABLED PERSONS 1- WATER AND AIR TESTS SHALL BE CARRIED OUT AFTER THE PIPES ARE INSTALLED AND CONSULTANT CERTIFICATE SHALL BE 7- ALL WATER SUPPLY PIPES SHALL BE INSTALLED AT LEST 1.0 M AWAY FROM THE SEWER PIPE LINE SEPTIC TANK OR SOAKAWAY. 6- FLOOR DRAINS SHALL BE PROVIDED IN ALL GARBAGE ROOMS IN ALL FLOORS AND PUMP ROOMS AND ALL GARAGE ROOMS 8- URINALS SHALL BE CONNECTED TO SOIL PIPES. CERTIFICATE SHALL BE SUBMITED TO DM ENGINEERS. SYSTEM TEST 5- ALL FLOOR DRAIN SHALL HAVE MINIMUM 75 MM DEEP SEAL SHALL BE FURNISHED WITH ASIAN TYPE WC IN PROPORTION NOT LESS THAN 75% OF TOTAL NIMBER OF WC REQUIRED 4- COMMUNAL AND PUBLIC TOILETS IN INDUSTRIAL AND COMMERCIAL ESTABLISHMENT DORMITORIES AND EDUCATION INSTITUTES 2- ALL A/C & BALCONY DRAINS SHALL BE CONNECTED TO WASTE PIPE SYSTEM VIA THE NEAREST FLOOR TRAP OR WASTE STACK. 1- SHOP FACILITIES IN BUILDINGS SHALL HAVE WP. & VP CONNECTION PROVISIONS FOR FUTURE WITH APPROVED GRATING AS PER DM 3- FLEXIBLE POLYETHYLENE DRAIN PIPES SHALL NOT BE USED FOR A/C CONDENSED DRAIN PIPING 1- WINDOW A/C SHALL BE PROVIDED WITH G.R.P. TRAYS HAVING DRAINAGE FACILITY SAFETY AND HEALTH CONSIDERATIONS: DETAILS GREASE TRAPS AND OIL INTERCEPTORS 2- FOR VEHICLE WASHING AND SERVICE STATIONS, OIL INTERCEPTORS MUST BE PROVIDED AS PER DM REGULATIONS. 1- ALL COMMERCIAL KITCHENS AND COMMUNAL ACCOMMODATION KITCHENS SHALL HAVE HEAVY DUTY GREASE TRAPS PROVIDED THE GROUND FLOOR MANHOLE CONNECTION .CONNECTION TO BASEMENT SUMP PUMP SHALL NOT BE ALLOWED 2- FOR SWIMMING POOLS ON THE ROOF OR UPPER FLOORS PROVIDE SEPARATE 2" DIA... PIPE ( AFTER PROVIDING REGULATING VALVE)TO. 1- DRAINAGE FOR THE SWIMMING POOLS AND BACKWASH PUMPS SHALL BE SHOWN ON SEPARATE DRAINAGE LAYOUTS PLAN. AND THE DRAINAGE LINE SHALL BE SHOWN ON THE RELEVANT DRAINAGE PLAN ACCORDING TO DM REGULATIONS. SWIMMING POOLS 5- FOR PROJECT HAVING LARGE RAIN CATCHMENT AREAS, RAIN WATER SCHEME SHALL BE DESIGNED TO BS 6367 AND DM APPROVAL. 3- ALL O.T.S, S ( 4X4 M & LESS ) SHOULD HAVE FLOOR TRAPS FOR RAINWATER CONNECTED TO THE NEAREST GULLY TRAP OR WASTE 2- RAIN WATER PIPES ARE NOT TO BE CONNECTED TO SEWER LINES. THEY SHALL FREE DISCHARGE ABOVE GROUND STACK. OTHER O.T.S,S SHALL HAVE RW DRAIN FOR RAIN WATER WHICH IS FREE DISCHARGE TO OUTSIDE. 4- FOR ALL AIR WELLS, ACCESS DOORS SHOULD BE PROVIDED AT THE LOWER LEVEL OF THE WELL . 1- THE DRAINAGE OF ROOFS AND PAVED AREAS SHALL BE ACCORDING TO BS 6367 RAIN WATER DRAINAGE DISTANCE TO NEXT MH DEPTH COVER TYPE REMARK *** **** THE CONSULTANT OF THE PROPOSED BUILLDING WORKS AT PLOT NO: ( ) BLOCK : ( ) SHALL OBSERVE ADHERENCE TO THE GENERAL PROVISION OF THE BUILDING REGULATION AND COMPLIANCE WITH THE FOLLOWING NOTES : A) DOCUMENTATION A-3 RECEIPT NO FOR SEW CONNECTION A-2 DM DRAINAGE DEPARTMENT 'F I C A-1 DM DRAINAGE DEPARTMENT N O C NO: STANDARD NOTES FOR BUILDING DRAINAGE TOTAL BUILT UP AREA = SQFT. DATE : DATE : 2- IN CASE OF THERE ARE NO PROPOSAL OF FUTURE CONNECTION FROM DM DRAINAGE DEP. THE FUTURE CONNECTION SHALL BE IN LESS 1- F I C SHALL BE CONSTRUCTED IN CLOSE PROXIMITY WITH THE COMPOUND WALL AND OPPOSITE TO DM CHAMBER/MANHOLE AND THE COVER AND WORK BY GRAVITY ONLY WIDTH ROAD AND THE MAX DEPTH SHALL BE 1200 MM. F I C (THE LAST MANHOLE) P001 STANDARD NOTES NO: P103 P102 P104 FIRST FLOOR PLAN GROUND FLOOR PLAN TERRACE FLOOR PLAN SETTING OUT PLAN P105 P106 DETAILS ROOF PLAN P107 BASEMENT FLOOR PLAN H/L BASEMENT FLOOR PLAN L/L P108 RAIN WATER PIPE GRAVEL FILL WATER PROOFING MEMBRANE IN TO THE ROOF DRAIN DOME TYPE RAIN WATER OUTLET DETAILS MORTAR SEALANT ROOF DRAIN 2'-0" 3'-0" 1'-4" FFL LEGEND BATH TUB SHOWER KITCHEN SINK BT SH KS FLOOR TRAP/FLOOR DRAIN DRY MAN HOLE RECESS TYPE GULLEY TRAP (300x300) 3"Dia RAIN WATER PIPE PIPES RUNS IN SIDED THE FLR. 4"Dia SOIL PIPE 3"Dia VENT PIPE 4"Dia WASTE PIPE WATER CLOSET WASH BASIN W/C WB WP RWP SP VP DESCRIPTION (150 x 150) DMH FD/ DGT GT DRY GULLEY TRAP (300x300) CLEAN OUT C.O HIGH LEVEL. H/L. MH MAN HOLE FT ACCESS DOOR DETAILS DETAIL "A" W.C. d110 mm.SOIL PIPE W.C. VENT COWL SOIL PIPE INSPECTION EYE. d110 mm.WASTE PIPE INSPECTION EYE. WASTE PIPE d50 WASH BASIN d50 WASH BASIN SYPHON FLOOR GULLY d40 BATH TUB BATH TUB INSPECTION EYE. INSPECTION EYE. SYPHON FLOOR GULLY TO GULLY TRAP. TYPICAL DRAIN CONNECTION DETAIL. TO MANHOLE WASH BSIN Bottle Trap "U" Trap 40d 40mmd FT 40mmd 80mmd 50mmd 80mmd Bath Tub 110d Waste Pipe 110d Soil Pipe Water Closet Bidet Clean Out Detail Of Drainage Connection For Bath Room EXPOSED DRAINAGE SYSTEM TO BE PROVIDED BIDET d40 BIDET d40 d40 Clean Out LIFTING STATION DETAIL.-1 DUTY STANDBY PUMP. TO STRC'L DWG. 300X300 LOW LEVEL CONTROL. 250 DUTY STANDBY DUTY START TO STRC'L DWG. 100 O PR.PIPE. GUIDE RAIL. GATE VALVE. CHECK VALVE. 100 O VENT PIPE. HIGH LEVEL ALARM. 100 4". EMERGENCY PUMPING CONNECTION. 600X600. ACCESS COVER HEAVY DUTY. GRP SEALING PLATE. DOUBLE SEALL WITH ACCESS COVER HEAVY DUTY 150 O SOIL PIPE. VERIABLE 1.50 SLOPE-1% PERFORAED PVC BUCKET 12"x12" HEAVY DUTY IC.GRATING DETAIL OF CATCH BASIN 4" DIA PIPE 2" 21" 12" STRAINER 2" 5" 10" 9" LIFTING HANDLE 9" 12" OUTLETS 100mm SUPERSLEVE OR 150mmHEPSLEVE. ROAD GULLY. CONCRETE BED AND SURROUND. 100mm BACK INLET OPTIONAL CODE 195 A. BUCKET GARAGE GULLY CODE 195 WITH RODDING EYE AND STOPPER,BUCKET CODE 195A. SEE RANGE LIST EOR DIMNTIONS,ANCILLARIES AND OPTIONS. FT T E R R A C E +851 lvl. T E R R A C E +851 lvl. T E R R A C E +851 lvl. T E R R A C E +851 lvl. T E R R A C E +851 lvl. AC DUCT AC DUCT AC DUCT DRAINAGE DUCT T E R R A C E +851 lvl. T E R R A C E +851 lvl. T E R R A C E +851 lvl. T E R R A C E +851 lvl. AC DUCT AC DUCT R O O F +1151 lvl. AC DUCT DRAINAGE DUCT T E R R A C E +851 lvl. T E R R A C E +851 lvl. T E R R A C E +851 lvl. T E R R A C E +851 lvl. T E R R A C E +851 lvl. T E R R A C E +851 lvl. +15 lvl. +5 lvl. -0.15 LVL PROPOSED VILLA (B+G+1) R O O F +393 lvl. PROPOSED MAJLIS BLK- T E R R A C E +393 lvl. +40 lvl. +40 lvl. +40 lvl. +30 lvl. N E I G H B O R FUTURE PLOT LIMIT PLOT LIMIT SWIMMING POOL FUTURE FOUNTAIN SHED INT-PAV- lvl. ROAD LVL GATE LVL 3.07 = +15 LVL +0.05 LVL +40 lvl. 183.2 lvl. R O O F +1151 lvl. AC DUCT AC DUCT AC DUCT DRAINAGE DUCT K-2121 FIGURANTE LAVATORY/PEDESTAL VITREOUS CHINA 13-4 80 MAJLIS ENT- BEDROOM KITCHEN +55 lvl. +55 lvl. GATE LVL 3.53 = +15 lvl. +55 lvl. +40 lvl. UP UP R O O F +393 lvl. R O O F +393 lvl. A MAJLIS BLOCK PLAN'S scale 1: 100 GROUND FLOOR PLAN ROOF PLAN UP SHO- PLOT LIMIT PLOT LIMIT MH.4 MH.4 GT MH.1 d6"UPVC PIPE SLOPE-1:90 MH.2 MH.3 d6"UPVC PIPE SLOPE-1:90 d6"UPVC PIPE SLOPE-1:90 d6"UPVC PIPE SLOPE-1:90 MH.5 d6"UPVC PIPE SLOPE-1:90 GT MH.1 FT FT TO MH.2 VP VP VP FOR R.W.PIPE 2'x2'x2"SUMP FOR R.W.PIPE 2'x2'x2"SUMP SLOPE-1:50 RAIN WATER VALLEY SLOPE-1:50 RAIN WATER VALLEY FREE DISCHARGE d4"R.W.PIPE FREE DISCHARGE d4"R.W.PIPE MAJLIS BLOCK P109 NO MH FIC(7) COVER LEVEL. REMARKS d80.mm VENT PIPE PROVIDED MH DEPTH. SCHEDULE OF MANHOLES. DISTANCE INVERT LEVEL. NEXT M.H. M.H.COVER TYPE 5 3.28 12 MEDIUM DUTY TYPE RECESSED TYPE HEAVY DUTY TYPE 3.43 6 2.19 1.09 2.63 0.80 6 MEDIUM DUTY TYPE RECESSED TYPE 3.28 15 2.32 0.96 MEDIUM DUTY TYPE RECESSED TYPE MEDIUM DUTY TYPE RECESSED TYPE d80.mm VENT PIPE PROVIDED MEDIUM DUTY TYPE RECESSED TYPE 1 3.53 --- 3.08 0.45 3 3.53 5 2.95 MEDIUM DUTY TYPE RECESSED TYPE 2 3.53 8 3.00 0.53 0.58 4 3.43 15 2.69 0.74 D.M.C. IL=2.19m CL=3.28m SEC.THROUGH FINAL CONNECTION. 1.80.m max. (MH.7) SLOPE:1:100. O8"PIPE OUT SIDE. W.W.LEVEL=3.13m PLOT LIMIT. F.I.C. FROM MH.3 PLOT LIMIT PLOT LIMIT PLOT LIMIT A BASEMENT FLOOR PLAN scale 1: 100 X1 Y1 X2 X3 X4 X5 X6 X7 X8 X9 X10 X11 X12 PL PL PL Y2 Y3 Y4 Y5 Y6 Y7 Y8 Y9 Y10 PL PL X1 PL WATCHMAN K-2121 FIGURANTE LAVATORY/PEDESTAL VITREOUS CHINA 13-4 80 +0.15 lvl. +0.05 lvl. +0.85 lvl. A GROUND FLOOR PLAN scale 1: 100 +0.30 lvl. UP UP UP UP RAMP TO BASEMENT X1 Y1 X2 X3 X4 X5 X6 X7 X8 X9 X10 X11 X12 PL PL PL Y2 Y3 Y4 Y5 Y6 Y7 Y8 Y9 Y10 PL PL X1 PL GATE LVL 3.07 = +15 LVL +0.23 LVL GATE LVL 3.76 = +0.23 LVL R A M P S L O P E 0.04% up +0.23 LVL -0.30 LVL ROAD LVL -0.30 LVL ROAD LVL +0.45 LVL. +1.05 lvl. +15cm above existing interfock +15cm above existing interfock PLOT LIMIT PLOT LIMIT PLOT LIMIT A BASEMENT FLOOR PLAN scale 1: 100 X1 Y1 X2 X3 X4 X5 X6 X7 X8 X9 X10 X11 X12 PL PL PL Y2 Y3 Y4 Y5 Y6 Y7 Y8 Y9 Y10 PL PL PL SAND TRAP AS PER DETAIL LIFT K-2121 FIGURANTE LAVATORY/PEDESTAL VITREOUS CHINA 13-4 80 K-2121 FIGURANTE LAVATORY/PEDESTAL VITREOUS CHINA 13-4 80 -2.45 lvl. -275 lvl. UP UP TO GF UP TO GF GYMNASIUM TOI. SHO. WASH TOI. LAUNDRY IRONING CAR WASH. HALL TV PANTRY CAR PARKING AREA RAMP UP TO GF RAMP TO BASEMENT R A M P S L O P E 10% RAMP SLOPE 10% 9 W CUT-OUT CUT-OUT -1.83 lvl. -2.45 lvl. -2.75 lvl. ENGLISH-COURT ENGLISH-COURT -2.75 lvl. MIRROR LIFT K-2121 FIGURANTE LAVATORY/PEDESTAL VITREOUS CHINA 13-4 80 K-2121 FIGURANTE LAVATORY/PEDESTAL VITREOUS CHINA 13-4 80 -2.45 lvl. -275 lvl. UP UP TO GF UP TO GF GYMNASIUM TOI. SHO. WASH TOI. LAUNDRY IRONING CAR WASH. HALL TV PANTRY CAR PARKING AREA RAMP UP TO GF RAMP TO BASEMENT R A M P S L O P E 10% RAMP SLOPE 10% 9 W CUT-OUT CUT-OUT -1.83 lvl. -2.45 lvl. -2.75 lvl. ENGLISH-COURT ENGLISH-COURT -2.75 lvl. MIRROR K-2121 FIGURANTE LAVATORY/PEDESTAL VITREOUS CHINA 13-4 80 DINING ROOM MAIN KITCHEN EXT.KITCHEN WATCHMAN K-2121 FIGURANTE LAVATORY/PEDESTAL VITREOUS CHINA 13-4 80 K-2121 FIGURANTE LAVATORY/PEDESTAL VITREOUS CHINA 13-4 80 K-2121 FIGURANTE LAVATORY/PEDESTAL VITREOUS CHINA 13-4 80 K-2121 FIGURANTE LAVATORY/PEDESTAL VITREOUS CHINA 13-4 80 S I T T I N G ENTRANCE HALL GUEST BEDROOM MAID ROOM LOBBY LOBBY STAIR & LIFT LOBBY LIFT +0.15 lvl. +0.75 lvl. +1.35 lvl. +1.05 lvl. +0.05 lvl. +0.85 lvl. LOBBY BACK ENTRANCE +1.05 lvl. UP UP VOID LOBBY UP TO F F FROM BASE- UP BALCONY VOID BALCONY +0.30 lvl. UP UP UP LOBBY FROM BASE- UP UP UP UP RAMP TO BASEMENT CUT-OUT CUT-OUT -1.83 lvl. R A M P S L O P E 10% up to terr- +0.23 LVL R A M P S L O P E 0.04% up up +0.23 LVL -0.30 LVL ROAD LVL +0.45 LVL. +0.45 LVL. -2.75 lvl. +1.05 lvl. +1.05 lvl. +1.05 lvl. +1.35 lvl. +1.35 lvl. ENGLISH-COURT VOID ENGLISH-COURT -2.75 lvl. MIRROR AC DUCT AC DUCT AC DUCT T E R R A C E +8.51 lvl. SHIFTED@H/L(GR.FLR) d4"SOIL AND WASTE PIPE SHIFTED@H/L(GR.FLR) d4"SOIL AND WASTE PIPE K-2121 FIGURANTE LAVATORY/PEDESTAL VITREOUS CHINA 13-4 80 K-2121 FIGURANTE LAVATORY/PEDESTAL VITREOUS CHINA 13-4 80 K-2121 FIGURANTE LAVATORY/PEDESTAL VITREOUS CHINA 13-4 80 K-2121 FIGURANTE LAVATORY/PEDESTAL VITREOUS CHINA 13-4 80 K-2121 FIGURANTE LAVATORY/PEDESTAL VITREOUS CHINA 13-4 80 K-2121 FIGURANTE LAVATORY/PEDESTAL VITREOUS CHINA 13-4 80 MASTER BEDROOM-1- MASTER BEDROOM-2- BEDROOM -1 BEDROOM-2- BEDROOM-3- FAMILY SITTING DRESS. DRESS. DRESS. DRESS. DRESS. K-2121 FIGURANTE LAVATORY/PEDESTAL VITREOUS CHINA 13-4 80 K-2121 FIGURANTE LAVATORY/PEDESTAL VITREOUS CHINA 13-4 80 LIFT 5 5 5 WC AC DUCT SHO. BAL- BALCONY BALCONY SHO- TOI- AC DUCT LOBBY SHO. WC TOILET JACUZZI JACUZZI BALCONY LOBBY LOBBY SHO- TOILET AC DUCT CUT-OUT CUT-OUT STORE +4.78 lvl. BAL- BAL-

Language	English
Drawing Type	Block
Category	Mechanical, Electrical & Plumbing (MEP)
Additional Screenshots
File Type	dwg
Materials	Concrete, Glass, Other
Measurement Units
Footprint Area
Building Features	A/C, Pool, Garage, Car Parking Lot, Garden / Park
Tags	autocad, block, drainage, DWG, einrichtungen, facilities, gas, gesundheit, l'approvisionnement en eau, la sant, le gaz, machine room, maquinas, maschinenrauminstallations, provision, villa, wasser bestimmung, water