Pipe DWG Detail for AutoCAD

Pipe DWG Detail for AutoCAD

Several details of pipes

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

exploded detail of, countersunk cleanout, plan, sectional elevation, floor cleanout, polished brass, or nickel plated, cover, riser clamp, polished brass, or nickel plated, cover, sectional elevation, elevation, wall cleanout, sectional elevation, mastic filler, floor sleeve, floor line, sectional elevation, floor line, wall, floor sleeve, mastic filler, beam, for and larger, min. for smaller pipes, for and larger, min. for smaller pipes, base cleanout, floor line, wall base cleanout, carpark floor waste detail, model no., dimensions in inches:, bothways, concrete grade, bakau piles at centres, lengths to the requirements, of the superintending officer, dia bars at, approved sand, required to be used as, bakau piles for manhole, directed by the superintending, ground floor plan, scale, lmb, lmb, lmb, lmb, lmb, lmb, bakau piles for manhole, brick concrete shallow manhole, manhole cover detail, concrete deep manhole plan, standard deep precast concrete manhole, sewer manhole drainage manhole, precast manhole, sewer manhole detail, standard heavy duty manhole frame cover, detail of standard manhole, typical manhole type plan at benching level, junction box manhole detail, junction box detail, grease trap detail, detail of manhole frame conc. cover, lmb, details of grease trap, lmb, detail of sewer junction box, ground cleanout detail, floor drain detail, drain box detail, detail of drain pipe, pvc wye, sewer line, pvc, pvc pipe, finished grade, brass, counter sunk plug, pvc bend, pvc pipe, adapter, pvc, cisp bend, sq. conc. collar, flow, bldg, from, flow, nuts washer, pipe, slope, use, hanger rod, steel channel, expansion bolt, ceiling cleanout detail, polished brass cover, lead caulking, jute packing, caulking compound, bend, cisp, counter sunk, plug, c.i. pvc, bend, cisp pvc, finished floor, floor cleanout detail, jute packing, bend, finish ground, counter sunk plug, lead caulking, cast iron connector, concrete block, caulking compound, plan, elevation, ground cleanout detail, floor cleanout detail, lmb, elbow, to main line, indicated in, ferrule, brass screw plug, finished floor line, cleanout cover frame, lmb, floor cleanout detail, brass screen plug, soil pipe, jute packing, lead caulking, type cleanout, straight body, cast iron caulking, finished flr. line, ground cleanout detail, lmb, cated in, to main line, elbow, cleanout cover, frame, concrete grout, cleanout, with caulk, connection, body., rod, hanger, round access, cover wall, surface, mounted, finished, wall, wall cleanout detail, cleanout, body, long sweep, bend, round access, cover wall, surfaced mounted, ffl, along vertical pipes, lmb, hor bars, vert bars, frame metma, steel grating cover, drain, pipe, flow, pavement, concrete, flow, pipe, drain, area drain detail, area drain detail, plan, section, pipe, conc. drain, long, wide, lift bar, galvanized, bothways, forced bar, thk chb, bar, or fin yard line, top of pavement, bothways, bars, long, wide, drain pipe, concrete, variable, sq., sq., cement mortar, plan, section, canopy drain detail, lmb, drain strainer, membrane, waterproofing, rough floor slab, drain pipe, similar to zurn, model, min. grate open area, lmb, canopy drain detail, carpark floor waste detail, lmb, deck drain, waterproofing, conc. floor slab, membrane, top of roof, similar to metma or, open area, dwg. layout plan, drain pipe, unless specified in, approved equal, drain pipe, threaded and caulk, outlet suitable for, elevation, plan, deck drain, lmb, waterproofing, membrane, clamping collar, gravel guard, plan, section, to frame, flat bar fillers welded, rcp inlet pipe, inlet pipe, elevation of rcp, equal to crown, elevation shall be, pvc downspout crown, welded to frame, mm anchor rod, cover, thk steel plate, rcp it, lifting handle, drain, pipe, cement, mortar, insect screen, steel grating, cover, copper wire, increaser, overflow, pipe, concrete, base, welded, drain valve, water tank, stainless steel, pipe clamp, slope, cisp trap, compound, caulking, outlet, or screwed, inside caulk, collar, adjustable brass, strainer, removable brass, fin floor line, cisp, plan, solid brass, floor drain detail, lmb, cleaning eye, c.i. connector, size, suite drain, pvc, slope, brass strainer, removable, finished floor line, slope, strainer body, lmb, floor drain detail, flashing clamp, adjustable, square strainer, finished flr. line, c.i. connection, to suit drain, size, lmb, floor drain detail, strainer, finished flr. line, welded, all around, lmb, floor drain, to main, line, funnel, typical layout for floor drain, floor slab to structural engineer’s details, finished level, grating to arch. choice, trap, waste pipe, structural finished level, vent pipe with socket, for future connection, typical layout for floor drain, waterproofing, parking drain at valley, open area, similar to metma, or approved equivalent, membrane, outlet suitable for, drain pipe, dwg. layout plan, unless specified in, mm

Raw text data extracted from CAD file:

EXPLODED DETAIL OF COUNTERSUNK CLEANOUT PLAN SECTIONAL ELEVATION FLOOR CLEANOUT POLISHED BRASS OR NICKEL PLATED COVER RISER CLAMP POLISHED BRASS OR NICKEL PLATED COVER 0.15 SECTIONAL ELEVATION ELEVATION WALL CLEANOUT SECTIONAL ELEVATION MASTIC FILLER FLOOR SLEEVE FLOOR LINE SECTIONAL ELEVATION FLOOR LINE WALL FLOOR SLEEVE MASTIC FILLER BEAM 0.46 FOR 75d AND LARGER 0.30 MIN. FOR SMALLER PIPES 57.84286271853279 51.09977722058323 0.46 FOR 75d AND LARGER 0.30 MIN. FOR SMALLER PIPES BASE CLEANOUT FLOOR LINE FLOOR, WALL & BASE CLEANOUT CARPARK FLOOR WASTE DETAIL FW FW \A1;D \A1;G \A1;C \A1;E \A1;B \A1;A -217.3995487846785 -217.3995487846785 -217.3995487846785 -217.3995487846785 -217.3995487846785 F -217.3995487846785 2 M-319-34A 1-5/8 4 4-3/4 4-6 2 1-7/8 5 M-319-34B 1-5/8 3 4-3/4 4-6 1-7/8 2 5-1/4 M-319-34C 1-3/4 4 4-3/4 4-6 1-7/8 2 A B C D E F G MODEL NO. DIMENSIONS IN INCHES: A AR 10 AR 10 10 AR 10 AR 1 1 AR 10 AR 10 C A-02 200mm C/C BOTHWAYS CONCRETE GRADE 20A BAKAU PILES AT CENTRES & LENGTHS TO THE REQUIREMENTS OF THE SUPERINTENDING OFFICER 13mm DIA BARS AT APPROVED SAND (WHENEVER REQUIRED TO BE USED AS BAKAU PILES FOR MANHOLE DIRECTED BY THE SUPERINTENDING OFFICER) \A1;M \A1;P \A1;125 \A1;150 83 \A1;150 GROUND FLOOR PLAN SCALE 1:100 P:\library\mpi-std\san\SAN-018.dwg P:\library\mpi-std lmb LM-093.dwg P:\library\mpi-std\san\SAN-026.dwg P:\library\mpi-std\san\SAN-019.dwg P:\library\mpi-std\san\SAN-022.dwg P:\library\mpi-std lmb LM-060.dwg P:\library\mpi-std\civil\S-CW-048.dwg P:\library\mpi-std\civil\S-CW-063.dwg P:\library\mpi-std\civil\S-CW-049.dwg P:\library\mpi-std lmb LM-050.dwg P:\library\mpi-std\san\SAN-008.dwg P:\library\mpi-std lmb LM-059.dwg P:\library\mpi-std lmb LM-048.dwg P:\library\mpi-std\civil lumb\S-PL-006.dwg P:\library\mpi-std lmb LM-058.dwg P:\library\mpi-std lmb LM-117.dwg P:\library\mpi-std\civil lumb\S-PL-25b.dwg P:\library\mpi-std lmb LM-013/014.dwg BAKAU PILES FOR MANHOLE BRICK / IN-SITU CONCRETE SHALLOW MANHOLE MANHOLE COVER DETAIL IN-SITU CONCRETE DEEP MANHOLE PLAN STANDARD DEEP PRECAST CONCRETE MANHOLE SEWER MANHOLE / DRAINAGE MANHOLE PRECAST MANHOLE SEWER MANHOLE DETAIL SEWER MANHOLE DETAIL (TYPE-A) SEWER MANHOLE DETAIL (TYPE-B) SEWER MANHOLE DETAIL (TYPE-C) STANDARD HEAVY DUTY MANHOLE FRAME & COVER DETAIL OF STANDARD MANHOLE TYPICAL MANHOLE TYPE I PLAN AT BENCHING LEVEL JUNCTION BOX / MANHOLE DETAIL JUNCTION BOX DETAIL GREASE TRAP DETAIL DETAIL OF MANHOLE FRAME & CONC. COVER P:\library\mpi-std lmb LM-057.dwg DETAILS OF GREASE TRAP P:\library\mpi-std\civil\S-CW-057.dwg P:\library\mpi-std lmb LM-061.dwg DETAIL OF SEWER JUNCTION BOX GROUND CLEANOUT DETAIL P:\library\mpi-std\civil\S-CW-008.dwg P:\library\mpi-std\civil lumb\S-PL-014.dwg FLOOR DRAIN DETAIL P:\library\mpi-std\civil\S-CW-017.dwg DRAIN BOX DETAIL P:\library\mpi-std\civil lumb\S-PL-005.dwg DETAIL OF DRAIN BOX/OVERFLOW PIPE PVC WYE 100mm x SEWER LINE 100mm d PVC (WHERE OCCURS) 100mm x 100mm PVC PIPE FINISHED GRADE BRASS 100mm d COUNTER SUNK PLUG 1/8 PVC BEND 100mm d PVC PIPE ADAPTER 100mm d PVC 1/8 CISP BEND 0.45 SQ. CONC. COLLAR FLOW BLDG FROM FLOW NUTS & WASHER PIPE SLOPE (FOR 100d- USE d 16mm) (FOR 150d- USE d 20mm) HANGER ROD STEEL CHANNEL EXPANSION BOLT CEILING CLEANOUT DETAIL P:\library\mpi-std\civil lumb\S-PL-034.dwg POLISHED BRASS COVER (SCREWED TYPE) LEAD CAULKING W/ JUTE PACKING CAULKING COMPOUND (FOR C.I.) 1/8 BEND PVC/ CISP COUNTER SUNK PLUG C.I. / PVC 1/8 BEND CISP / PVC FINISHED FLOOR FLOOR CLEANOUT DETAIL P:\library\mpi-std\civil lumb\S-PL-016.dwg 6" 1' - 0" SQ JUTE PACKING 1/8 BEND FINISH GROUND 6" COUNTER SUNK PLUG (SCREWED TYPE) LEAD CAULKING (FOR CISP) CAST IRON CONNECTOR CONCRETE BLOCK PVC/CISP CAULKING COMPOUND 6" 2" 8" PLAN ELEVATION (FOR CISP) (FOR CISP) P:\library\mpi-std\civil lumb\S-PL-017.dwg GROUND CLEANOUT DETAIL FLOOR CLEANOUT DETAIL P:\library\mpi-std lmb LM-008.dwg (LONG SWEEP) 90° ELBOW TO MAIN LINE (SIZE INDICATED IN PLAN) FERRULE BRASS SCREW PLUG FINISHED FLOOR LINE CLEANOUT COVER FRAME P:\library\mpi-std lmb LM-009.dwg FLOOR CLEANOUT DETAIL BRASS SCREEN PLUG SOIL PIPE JUTE PACKING LEAD CAULKING TYPE CLEANOUT STRAIGHT BODY CAST IRON CAULKING FINISHED FLR. LINE L C GROUND CLEANOUT DETAIL P:\library\mpi-std lmb LM-010.dwg CATED IN PLAN) (SIZE AS INDI- TO MAIN LINE 90° ELBOW CLEANOUT COVER FRAME 300x300mm CONCRETE GROUT 100 CLEANOUT WITH CAULK CONNECTION BODY. M-349 ROD HANGER ROUND ACCESS COVER WALL SURFACE MOUNTED FINISHED WALL P:\library\mpi-std\civil lumb\S-PL-15A.dwg WALL CLEANOUT DETAIL CLEANOUT BODY M-230 LONG SWEEP BEND ROUND ACCESS COVER WALL SURFACED MOUNTED FFL P:\library\mpi-std\civil lumb\S-PL-15B.dwg ALONG VERTICAL PIPES P:\library\mpi-std lmb LM-015.dwg 300 d10 HOR BARS @ d12 VERT BARS @ 200mm OC 200mm OC 100 300 W/ FRAME ( METMA 452 - A ) STEEL GRATING COVER 300 100 100 100 d10 @ 200mm 75d DRAIN PIPE FLOW PAVEMENT CONCRETE 100 FLOW PIPE 75d DRAIN P L A N S E C T I O N AREA DRAIN DETAIL P:\library\mpi-std\civil lumb\S-PL-008.dwg AREA DRAIN DETAIL P:\library\mpi-std\civil lumb\S-PL-019.dwg PLAN - 1 SECTION - 1 PIPE CONC. DRAIN X 100mm LONG HOLES, 38mm WIDE LIFT BAR 13mmd GALVANIZED BOTHWAYS 10mmd FORCED W/ 3-U BAR 100mm THK CHB REIN- 10mmd BAR (TYP.) OR FIN YARD LINE TOP OF PAVEMENT 6-10mmd BOTHWAYS BOTHWAYS 6-10mm d BARS LONG WIDE X 100mm HOLES, 38mm DRAIN PIPE CONCRETE 0.10 0.031 0.10 (0.35 MIN.) VARIABLE 0.05 0.05 0.05 0.05 0.80 SQ. 0.60 SQ. 0.05 0.05 0.05 0.05 0.60 SQ. 0.80 SQ. CEMENT MORTAR 1B .072 0.114 0.10 0.114 .072 PLAN SECTION CANOPY DRAIN DETAIL P:\library\mpi-std lmb LM-014.dwg DRAIN STRAINER MEMBRANE WATERPROOFING ROUGH FLOOR SLAB DRAIN PIPE SIMILAR TO ZURN MODEL Z-181 MIN. GRATE OPEN AREA = .00746m 2 P:\library\mpi-std lmb LM-086.dwg CANOPY DRAIN DETAIL CARPARK FLOOR WASTE DETAIL P:\library\mpi-std\san\SAN-011.dwg P:\library\mpi-std lmb LM-012.dwg DECK DRAIN WATERPROOFING CONC. FLOOR SLAB MEMBRANE TOP OF ROOF SIMILAR TO METMA M-311 OR OPEN AREA = 0.03m (48.0in.) DWG. LAYOUT PLAN 80mmd DRAIN PIPE UNLESS SPECIFIED IN APPROVED EQUAL 80mmd DRAIN PIPE THREADED AND CAULK OUTLET SUITABLE FOR ELEVATION PLAN DECK DRAIN DECK DRAIN P:\library\mpi-std lmb LM-013.dwg 0.35 0.35 WATERPROOFING MEMBRANE CLAMPING COLLAR & GRAVEL GUARD PLAN SECTION 0.10 0.40 0.10 0.10 0.10 0.40 TO FRAME (ALL AROUND) 6mm FLAT BAR FILLERS WELDED (WHERE IT OCCURS) RCP INLET PIPE INLET PIPE ELEVATION OF RCP EQUAL TO CROWN ELEVATION SHALL BE PVC DOWNSPOUT CROWN (2 @ SIDE) WELDED TO FRAME 10 mm d ANCHOR ROD COVER (NON-SKID) 6mm d THK STEEL PLATE RCP (WHERE IT OCCURS) 16mm d LIFTING HANDLE P L A N 100d DRAIN PIPE 0.30 0.80 2.40 2.10 (FREEBOARD) 0.30 0.10 0.50 0.10 CEMENT MORTAR INSECT SCREEN STEEL GRATING COVER #10 COPPER WIRE INCREASER 150X100 100d OVERFLOW PIPE CONCRETE BASE WELDED 100d DRAIN VALVE WATER TANK STAINLESS STEEL PIPE CLAMP WS SLOPE SLOPE CISP TRAP COMPOUND CAULKING OUTLET OR SCREWED INSIDE CAULK COLLAR ADJUSTABLE BRASS STRAINER REMOVABLE BRASS FIN FLOOR LINE PVC/ CISP PLAN SOLID BRASS PVC/CISP FLOOR DRAIN DETAIL P:\library\mpi-std lmb LM-001.dwg CLEANING EYE C.I. CONNECTOR P-TRAP SIZE SUITE DRAIN & P-TRAP PVC (FOR TOILETS) WATER-PROOFING SLOPE BRASS STRAINER REMOVABLE FINISHED FLOOR LINE SLOPE STRAINER BODY P:\library\mpi-std lmb LM-002.dwg FLOOR DRAIN DETAIL FLASHING CLAMP ADJUSTABLE SQUARE STRAINER C.I.P-TRAP FINISHED FLR. LINE C.I. CONNECTION TO SUIT DRAIN & P-TRAP SIZE P:\library\mpi-std lmb LM-003.dwg FLOOR DRAIN DETAIL STRAINER C.I.P-TRAP FINISHED FLR. LINE TURN-BUCKLE WELDED WELDED ALL AROUND P:\library\mpi-std lmb LM-004.dwg FLOOR DRAIN (FUNNEL TYPE) TO MAIN LINE FUNNEL TYPICAL LAYOUT FOR FLOOR DRAIN FLOOR SLAB TO STRUCTURAL ENGINEER'S DETAILS FINISHED LEVEL GRATING TO ARCH. CHOICE TRAP d80 WASTE PIPE STRUCTURAL FINISHED LEVEL d40 VENT PIPE WITH SOCKET FOR FUTURE CONNECTION TYPICAL LAYOUT FOR FLOOR DRAIN P:\library\mpi-std\san\SAN-006.dwg WATERPROOFING PARKING DRAIN AT VALLEY OPEN AREA = 0.022m (35in.) SIMILAR TO METMA M-249-1 OR APPROVED EQUIVALENT MEMBRANE OUTLET SUITABLE FOR 80mmd DRAIN PIPE DWG. LAYOUT PLAN UNLESS SPECIFIED IN 80 MM d DRAIN PIPE THREADED AND CAULK 300mmx300mm FINISHED FLOOR PARKING DRAIN WITH SEDIMENT BUCKET P:\library\mpi-std lmb LM-006.dwg PIPE FLASHING SEEPAGE OPENING LOCKING DEVICE HINGED GRATE WITH .05 S = .368 .317 .254 .368 SECTION PLAN .254 S = .368 .254 .317 S = .368 OUTLET "a" "a" WATERPROOF MEMBRANE W = 2xS = 0.736 DEVICE WITH TEMPERATURE THICKENED SLAB BARS (SEE ST.) T 2T NOTE: Ao = a Ao DETAIL OF PARKING DRAIN P:\library\mpi-std lmb LM-007.dwg P:\library\mpi-std lmb -DRAIN ROOF DRAIN (DOME TYPE) P:\library\mpi-std lmb LM-005.dwg DRAIN PIPE DRAIN BODY UNDER-DECK CLAMP PROVIDE SWING JOINT ROOF SUMP RECEIVER MEMBRANE WATERPROOFING DOME STRAINER uPVC PIPE 219.10 57.50 160.00 107.00 82.55 75 150 100 200 PIPE SIZE mm 50 mm A 200 285 200 200 mm B 200 NOTE: "A" L=100mm TYLER COUPLING 3/8 " ANCHOR BOLT 3/8" DIA NUT AND WASHER UNDER DECK N.S. PLATE CLAMP FOR ROD ANCHORING 360 465 360 360 mm C 360 110 600 750 600 600 142.5 110 110 mm D 600 mm E 110 (EMBEDDED PRIOR TO CONCRETING) 3/8" DIA x 275mm BOLT (FULL THREAD) INSULATION T=50mm ROOF DRAIN WATER PROOFING NUT AND WASHER 3/8" STUD BOLT W/ ROOF DRAIN DETAIL P:\library\mpi-std lmb LM-108.dwg TYPE B TYPE A SCUPPER DRAIN DETAIL P:\library\mpi-std lmb LM-101.dwg MEMBRANE SCUPPER DRAIN WATERPROOFING DRAIN PIPE ROUGH FLOOR SLAB SCUPPER DRAIN DETAIL P:\library\mpi-std lmb LM-109.dwg W 150mm PIPE OUTSIDE DIA. 150mm VARIES 1 2 900mm MINIMUM LEGEND: 1 COMPACTED SELECTED NATIVE MATERIAL BACKFILL APPROVE SAND BEDDING & BACKFILL HAND PLACED & COMPACTED 2 PIPE mm DIAMETER in. MINIMUM "W" mm MAXIMUM "W" mm 75 & UNDER 100 150 200 250 300 350 400 450 500 600 24" 20" 18" 16" 14" 12" 10" 8" 6" 4" 900 800 750 700 650 600 550 500 450 400 1200 1100 1050 1000 950 900 850 800 750 700 200 300 3" & UNDER WATER MAINLINE TABLE OF TRENCH DIMENSION (METERS) TYPICAL TRENCH DETAIL - WATER LINE P:\library\mpi-std\civil\S-CW-007.dwg TRENCH DETAIL P:\library\mpi-std\civil\S-CW-061.dwg A O.D. PIPE A 0.11 O.D. PIPE D COMPACTED BACKFILL OR RCP DRAINAGE LINE PVC PIPE WATERLINE SAND BEDDING MATERIAL 200mm THK PCC PAVEMENT HALF SECTION THRU EXIST GROUND CONCRETE PAVEMENT HALF SECTION THRU 150mm TO 400mm 200mm 250mm 600mm TO 750mm 400mm 300mm 450mm TO 525mm 900mm TO 1,050mm PIPE I.D. A (MIN) 1,200mm AND LARGER 500mm 200mm BRASS BAR (FOR 300mm TRENCH) 12mmX12mmX25mm O.C BRASS BAR (FOR 200mm TRENCH) 12mmX19mmX25mm O.C BRASS BAR 22mmX22mm BRASS ANCHOR BARS @ 0.20 O.C ANGLE BAR 200mm 12mmX19mmx1.00m P:\library\mpi-std lmb LM-055.dwg 200mm WIDE TRENCH CANAL W/ GRATING P:\library\mpi-std lmb LM-056.dwg 300mm WIDE TRENCH CANAL W/ GRATING 300mm 300mm 50X6mm FLAT BAR @ 25mm O.C 50X6mmX1.00M FLAT BAR 50X50X6mm ANGLE BAR ANCHOR BARS @ 0.20 O.C P:\library\mpi-std lmb LM-054.dwg TRENCH CANAL W/ PERFORATED PLATE COVER PERFORATION @ 0.50 O.C 300mm 200mm 100mm 100mm MIN. WIDTH MAX. 150mm 150mm DEPTH STAGGERED 150mm (MAX.) 200mm OR 300mm ANCHOR BARS @ 0.20 O.C PLATE W/ 12mmd @ 50mm O.C 9mm THK. MILD STEEL 13mmX22mm brass ANGLE BAR FINE SOIL ( COMPACTED ) SAND BEDDING ( FINE SAND / WELL TAMPERED ) DEPTH OF TRENCH VARIES LAID PIPE (UPVC & STEEL PIPES) 600 150 G.L. EXCAVATION OF TRENCH THROUGH ROCK P:\library\mpi-std lmb LM-104.dwg MAXIMUM " W " .05 .10 .15 " E " " T " (IN SOIL) " T " (IN ROCK) .10 .10 .05 .15 .03 .15 .10 .10 .10 .10 .08 .15 .08 .15 .10 .10 .15 .15 .10 .10 .10 .12 .12 .15 .15 .15 .15 TABLE OF DIMENSIONS .90 .70 200 MAXIMUM " W " PIPES DIA. (mm) 100 .80 .60 150 .60 .50 IN UNSTABLE SOIL OR UNDER ROADWAYS 1.00 300 .80 .95 .75 250 1.15 .95 1.05 .85 375 450 1.30 1.25 1.05 1.10 525 600 1.45 1.25 750 IN ORDINARY SOIL E T 3 3 HAND TAMPED IN 0.10 M. LAYERS. 105KG/CM CONCRETE CRADLE FOR PIPES UNDER ROADWAYS OR CROSSINGS WITH COVER LESS THAN 0.60 M. OR PIPES UNDER UNSTABLE SOIL 4 2 ORDINARY BACKFILL MATERIAL HAND OR MACHINE TAMPED IN SELECTED BACKFILL MATERIAL HAND TAMPED IN 0.10 M. LAYERS. GRAVEL OR SAND BACKFILL 2 0.20 M. LAYERS 1 E T IN ROCK 3 0.60 MIN. T E 0.30 VAR. 4 2 1 0.60 MIN. W VAR. 0.30 2 1 W W 0.60 MIN. 0.30 VAR. 2 1 W TRENCHING, BEDDING & BACKFILLING FOR WATER & GAS PIPES P:\library\mpi-std lmb LM-106.dwg CATCH BASIN DETAIL P:\library\mpi-std\civil\S-CW-014.dwg RCP (WHERE IT OCCURS) FRAME (ALL AROUND) 75mm x 75mm x 6mm BAR (ALL AROUND) 6mm x 68mm FLAT RCP (WHERE IT OCCURS) 6mm x 68mm FLAT BARS GRATINGS @ 31mm O.C. 10 mm d ANCHOR ROD (2 EACH SIDE TYP) RCP (WHERE IT OCCURS) 6mm x 34mm FLAT BAR STIFFENER 1B CW- CW- 0.70 0.15 0.15 0.15 0.70 0.15 P L A N CATCH BASIN DETAIL P:\library\mpi-std\civil\S-CW-015.dwg CW- CW- 1C NORMAL GRADE SLOPE S=VARIES FLOW FLOW 0.60 0.60 RCP (WHERE IT OCCURS) 0.05 VARIES 0.15 0.15 0.15 0.70 12mm d @ 0.20 M. O.C. (TYPICAL) 4-16mm @ WALL OPENINGS RCP (WHERE IT OCCURS) 12mm d @ 0.20 M. O.C. FINISH GRADE LINE RCP (WHERE IT OCCURS) SECTION CATCH BASIN DETAIL P:\library\mpi-std\civil\S-CW-016.dwg 3mm CLEAR 6mm 6mm FRAME (ALL AROUND) 75mm x 75mm x 6mm 0.15 GRATINGS @ 31mm O.C. 6mm x 68mm FLAT BAR 6mm x 34mm FLAT STIFFENER 10mm ANCHOR ROD WELDED TO ANGLE (2 EACH SIDE O.05 0.075 D E T A I L 3"d PVC MANHOLE COVER & HANDLE 3" PRECAST 3" d PVC 2" PRECAST P L A N S E C T I O N CATCH BASIN DETAIL P:\library\mpi-std\civil lumb\S-PL-002.dwg PIPE CONC. DRAIN CONC. MORTAR LINE OR FINISH YARD TOP OF PAVEMENT 10mmd BAR (TYP.) d GROUT ALL CELLS BAR BOTHWAYS 10mm REINFORCED W/ I-U 100mm THK CHB FRAME & COVER CATCH BASIN VARIABLE (O.35 MIN) 0.10 .031 O.65SQ 0.55SQ 0.45SQ 0.05 0.05 0.05 0.05 CONCRETE DRAIN PIPE CATCH BASIN FRAME & COVER PLAN - 1 0.05 0.05 0.05 0.05 0.45SQ 0.55SQ O.65SQ SECTION - 1 1B CATCH BASIN DETAIL P:\library\mpi-std\civil lumb\S-PL-018.dwg CATCH BASIN DETAIL P:\library\mpi-std\civil lumb\S-PL-021.dwg PLAN 100 100 400 600 100 600 400 100 SECTION 600 400 500 4-d12 BARS d10 @ 200mm 4-d12 EW 700 GROUND SURFACE 100 100 100 d 12 ANCHOR ROD WELDED TO ANGLE 10 d HOR BARS @ 0.15 M OC 12 d VERT BARS @ 0.15 M OC 90mmd PVC PIPE d 16U-BOLT (LIFTING HANDLE) < 50 x 50 x 6mm FRAME S E C T I O N d10 @ 200mm FLOW 4 - d12 100 DRAINAGE PIPE CONC PAVEMENT d12 @ 200mm 500 ( 2 EACH SIDE TYP ) WELDED TO ANGLE d12 ANCHOR BOLT P-16 P-16 6B LIFTING HANDLE d16 U-BOLT P L A N 100 FLOW 500 100 FRAME (ALL AROUND) d10 @ 200mm d12 VERT BARS @ d10 HOR BARS @ TO ANGLE (2 EACH SIDE) d12 ANCHOR ROD WELDED 200mm OC 200mm OC FLOW 50mm X 50mm X 6mm 150 X 38 X 6mm FLAT d16 U-BOLT LIFTING HANDLE WITH WASHER FLAT BAR & NUTS FLOW (WHERE IT OCCURS) PVC DOWNSPOUT DRAINAGE PIPE 100 CATCH BASIN DETAIL P:\library\mpi-std\civil lumb\S-PL-040.dwg PVC DOWNSPOUT (WHERE IT OCCURS) d16 U-BOLT LIFTING HANDLE 32B FLOW 100 500 DRAINAGE PIPE FLOW d12 ANCHOR BOLT WELDED TO ANGLE ( 2 EACH SIDE TYP ) 100 500 100 100 P L A N CATCH BASIN DETAIL P:\library\mpi-std\civil lumb\S-PL-32A.dwg 75 FLOW VARIES 100 100 VARIES 75 4 - d12 d12 @ 200mm CONC PAVEMENT DRAINAGE PIPE 100 d10 @ 200mm 500 500 d12 ANCHOR ROD WELDED TO ANGLE (2 EACH SIDE) d10 HOR BARS @ d12 VERT BARS @ d10 @ 200mm 200mm OC 200mm OC FLOW HANDLE WITH WASHER d16 U-BOLT LIFTING 150 X 38 X 6mm FLAT FRAME (ALL AROUND) 50mm X 50mm X 6mm & NUTS FLAT BAR CATCH BASIN DETAIL P:\library\mpi-std\civil lumb\S-PL-32B.dwg S CURB PORTION PRE-CAST CONC. PLAN PLAN CURB PORTION PRECAST CONC. 0.02 0.76 PROJECTION 6mmd TIES @ 0.75 O.C. 3-13mmd x 2.40 BARS W/ 0.28 0.30 GROUT MORTAR 0.30 .15 .15 0.30 1.80 .15 .15 1.20 0.15 0.60 0.15 .15 0.60 .15 BARS 13mmd OPEN SECTION - B 0.10 0.30 0.30 0.525 0.30 0.30 0.525 0.15 1.80 VARIABLE 0.40 (SEE DETAIL) SECTION & GUTTER DETAIL CURB W/ STREET CURB COORDINATE SHAPE OF .15 .11 .75 VARIABLE OF LESS THAN 0.75 M. CRADLE FOR COVER 105 KG/CM CONC. SAND CUSHION 50mm THK. CONC. COVER 75mm THK. REINF. LEVEL NORMAL GUTTER DETAIL OF STREET INLET & STREET INLET-CATCH BASIN P:\library\mpi-std lmb LM-062.dwg DETAIL OF DRAINAGE JUNCTION BOX & CATCH BASIN REINF. CONC. COVER 16mm U LIFTING HANDLE W/ 10mmd BARS @ REFER TO ARCHITECT'S DETAIL FOR FLOOR FINISH 10mmd @ 0.10 O.C.,E.W. PLATES @ EDGES STAINLESS STEEL METAL CEMENT MORTAR DRAIN-CATCH BASIN HALF SECTION OF JUNCTION BOX HALF SECTION OF O.C., BOTHWAYS 10mmd BARS @ 0.20 0.60 MIN. 0.10 O.C., E.W. P:\library\mpi-std lmb LM-090.dwg OUTLINE OF SEPTIC TANK EXPOSED CONCRETE CURB AROUND MANHOLE COVERS DOUBLE SEALED 610x460mm C.I. MANHOLE COVERS 4No.s (SEALED WITH WATER REPELLENT GREASE) SEPTIC TANK PLAN P:\library\mpi-std\civil\S-CW-033.dwg FALL FALL INLET FALL OUTLET FALL H J C 100 B N A SLUGE REMOVAL CHAMBER 75mmd C.I. VENT PIPE TO BE CARRIED TO ABOVE ROOF OF ADJACENT BUILDING C.I. MANHOLE COVER ABOVE STEP IRONS PIT FOR SLUDGE REMOVABLE BUCKET 6x190mm W.I. PLATE SLUICE VALVE N E N 150mmd C.I. PIPE CHANNEL FALL 1:10 150mm H.R. DIA. 100mm R.C. BAFFLE WALL 150mmd C.I. PIPE GLAZED EARTHEN WARE GULLY TRAP KITCHEN SINK & BATH WATER ETC. CONNECTED TO OUTLET CHAMBER OF SEPTIC TANK IF ANY 75mmd C.I. F.A.I. C.I. STEP IRONS AT 300mm C/C FIRST CHAMBER SECOND CHAMBER SECTIONAL PLAN OF SEPTIC TANK (TYPE-A) P:\library\mpi-std\civil\S-CW-034.dwg INLET OUTLET 300 F G 225 FALL HOLE TO SLUDGE REMOVAL CHAMBER CHANNEL FALL 1:10 150mm H.R. DIA. SOIL FROM DISCONNECTING CHAMBER K 100 L 300 N D N GLAZED EARTHEN- WARE TRAP WITH INSPECTION CAP C.I. MANHOLE COVER GROUND LEVEL 150mm R.C. TOP SLAB C.I. MANHOLE COVER C.I. STEPS AT 300mm OC. 150mmd C.I. PIPE 100mm R.C. BAFFLE WALL 75mmd C.I. V.P. 150mmd C.I. PIPE CEMENT RENDERING TO ALL FACES OF TANK WATER LEVEL 300 LONGITUDINAL PLAN OF SEPTIC TANK (TYPE-A) P:\library\mpi-std\civil\S-CW-035.dwg CHANNEL FALL 1:10 HANDLE OF SLUICE VALVE GLAV. M.S. HOLDER BATS AT 750mm C/C 6mmx190mm G.M.S. OR STEEL PLATE BENT TO SHAPE TO RETAIN SLUICE VALVE PIT FOR SLUDGE REMOVAL BUCKET GROUND LEVEL C.I. MANHOLE COVER P:\library\mpi-std\civil\S-CW-036.dwg CROSS SECTION OF SEPTIC TANK 150 L 150 L1 150 LT = L + L1 + 450 500 MANHOLE COVER 400 50 50 150 W 150 W + 300 2-16d DIAGONAL BARS (TYP.) 100/150 THK. TOP SLAB LINE OF 150 THK. CHB WALL (ALL AROUND) 110d PVC OUTLET PIPE OUTLET PIPE 110d PVC 10mmd BARS AT 150mm O.C. LONGITUDINAL BARS 10mmd AT 150 TRANSVERSE BARS CO CO CO SECTIONAL PLAN OF SEPTIC TANK (TYPE-B) P:\library\mpi-std\civil\S-CW-037.dwg LT = L + L1 + 450 150 L1 150 L 150 D + (300 + t) D 100 300 t DIGESTION CHAMBER 450 150 LEACHING CHAMBER SLUDGE 110d PVC SANITARY TEE 10mmd AT 600 HOR. BARS CI LADDER RUNGS AT 400 OC. 3-10d BARS W/ 10mm TEMP. BARS AT 300mm 12mmd BAR HANDLE W/ 6mmx150mmx175mm FLAT BAR 10mmd AT 300 LONGITUDINAL BARS 10mmd AT 300 100mm THK. SLOPE 1:10 110mmd PVC INLET PIPE AIR SPACE WATER LEVEL 100 50 350 110mmd PVC OUTLET TO NEAREST STREET DRAINAGE MANHOLE TOP OF SLAB OR FGL TOP OF SLAB 10d AT 150mmd TRANSVERSE BAR 10mmd AT 150mmd LONGITUDINAL BAR RC MANHOLE COVER W/ LIFT HANDLE SEE DETAIL "A" CO CO (100M MIN.) 150mm THK. CHB WALL VERT. BARS 10mmd AT 600 BOTTOM SLAB TRANSVERSE BARS DET "A" LONGITUDINAL PLAN OF SEPTIC TANK (TYPE-B) P:\library\mpi-std\civil\S-CW-038.dwg SEPTIC TANK PLAN P:\library\mpi-std\civil lumb\S-PL-01A.dwg 2 LEACHING CHAMBER CHAMBER LEACHING DIGESTION CHAMBER AIR SPACE MANHOLE SPACE AIR CHAMBER DIGESTION 4" THK CHB 9mm d REBARS SECTION OF SEPTIC TANK P:\library\mpi-std\civil lumb\S-PL-01B.dwg SEPTIC TANK DETAIL P:\library\mpi-std\civil\S-CW-22A.dwg 1-16mm d DIAGONAL 100mm THK TOP SLAB LINE OF 150mm THK CHB WALL (ALL AROUND) BARS (TYP) 1000 160mm d PVC OUTLET PIPE P L A N 22B MANHOLE OPENING CO L 500 C CO 500 MANHOLE OPENING C L CO 110mm d PVC INLET BARS @ 200 OC BARS @ 200 OC d10mm TEMP d12mm BOT 100 MANHOLE COVER 1000 600 600 MANHOLE COVER 2000 SEPTIC TANK DETAIL P:\library\mpi-std\civil\S-CW-22B.dwg 100mm THK BOTTOM SLAB SANITARY TEE 110mm d PVC @ 200 OC @ 200 0C CONNECT TO NEAREST MANHOLE STREET DRAINAGE OUTLET PIPE 160mm d PVC CO 350 300 AIR SPACE 100mm THK TOP SLAB WS 100 300 3400 d12mm BOT BARS (1000 MIN) 1000 150 100 d10mm TEMP BARS W/ U-LIFT HANDLES RC MANHOLE COVER 2000 150 DIGESTION CHAMBER CHB WALL 100mm THK SECTION CHB WALL 150mm THK SLOPE 1:10 d12mm BARS @ 300 OC LEACHING CHAMBER d10mm @ 600 OC HOR BARS VERT BARS d12mm @ 600 OC SLOPE 1:10 SLUDGE 100 2000 1500 P L A N 4.05 0.15 0.15 1.20 INLET 100MMd CIP COVER WITH LIFT HANDLE 0.075 THK. PRECAST CONCRETE C.O. C.O. OUTLET 100MMd CIP 0.15 2 1.50 0.15 0.15 2.40 1.20 MANHOLE 0.50X0.50 COVER WITH LIFT HANDLE 0.075 THK. PRECAST CONCRETE INLET 100MMd CIP STRAP SUPPORT 6MMx38MM CI S E C T I O N 0.15 (MIN.) 0.30 2.10 1.50 0.15 0.10 0.075 ( TYP. ) 0.40 0.10 C.O C.O CHAMBER DIGESTION CHAMBER LEACHING OUTLET 100MMd CIP FIN. GRD. LINE C.O 0.075 0.50X0.50 MANHOLE 1.20 2.40 0.15 0.15 0.15 4.05 SLOPE SLOPE 0.30 SEPTIC TANK P:\library\mpi-std lmb LM-065.dwg 675 G 887.5 775 K ONE OR ONE-HALF THE METRIC SIZE BRICKS. THE ABOVE DIMENSIONS ARE IN MULTIPLES OF NOTE 235 L 280 2250 1200 675 J I H 787.5 2700 1725 787.5 2212.5 1912.5 1687.5 2475 F E D C 2437.5 2137.5 1912.5 2925 2700 3000 3600 LITRES CAPACITY TANK DIMENSIONS FOR B A 3150 3450 CAPACITY TANK 7200 LITRES DIMENSIONS FOR TEMPORARY SEPTIC TANK PLAN C-C D E F B A B C A COMPARTMENT FIRST COMPARTMENT SECOND A 150mm DIA PIPE ALTERNATIVE INLET INLET B OUTLET TO ROADSIDE DRAIN OR ROADSIDE DRAIN IN THE VICINITY WHERE THERE IS NO PROPER DISTRIBUTION CHAMBER 150mm DIA PIPE ALTERNATIVE OUTLET TEMPORARY SEPTIC TANK DETAIL P:\library\mpi-std\san\SAN-023.dwg 75 SECTION A-A \A1;230 \A1;150 \A1;150 75 \A1;300 T.W.L. \A1;VARIES C TEE JOINT 150mm DIA. \A1;G \A1;K GROUND LEVEL \A1;300 TWO LAYERS B.S. FABRICS A393 TOP AND TWO LAYERS B.S. FABRICS A393 BOTTOM (B.S. 4483) 16mm DIA. BARS AT 180mm C/C BOTHWAYS OR CEMENT MORTAR FILLET CLASS 'A' CONCRETE BY SUPERINTENDING OFFICER 15mm THK. CEMENT MORTAR IF REQUIRED 225mm THK. BRICKWALL 75 75 115mm THK. BRICKWALL 150mm DIA TEE JOINT & PLUG OUTLET 225mm THK. BRICKWALL IF HEIGHT IS GREATER THAN 1500mm 75 T.W.L. C MIN. 115mm THK. BRICKWALL \A1;H 30 50 TEMPORARY SEPTIC TANK DETAIL P:\library\mpi-std\san\SAN-024.dwg 76d HOT DIPPED G.I. HOLDER BAT FOR CABLE 100d G.I. CONDUIT FOR CABLES PIT COVER ABOVE 600 x 800 C.I. PUMP (ONE DUTY, ONE TWO SUBMERSIBLE SUMP STAND-BY) 150 d C.I.S. & W.P STAINLESS STEEL CAT LADDER PLASTIC BOARD FOR LEVEL REGULATOR G.I. CABLE RACK SECTION PLAN X G.I. CABLE RACK FOR WATER 6mm th x 50mm W HOT DIPPED LEVEL REGULATOR SECTION 'X' 'X' PUMP POWER CABLE HIGH LEVEL ALARM DUTY PUMP CUT-IN 12mmth. CEMENT RENDERING TO WALLS SUBMERSIBLE WATER ALL PUMP CUT-OUT SUBMERSED WATER PUMP LEVEL REGULATOR LEAN CONCRETE HOT DIPPED G.I. LIFTING CHAIN FUNCTION OF LEVEL REGULATOR WITH ENGRAVED LETER SHOWING EACH 6mm th x 150mm L. PLASTIC BOARD C.I. DOUBLE SEAL MEDIUM DUTY OF 600 X 800 PIT COVER PUMP DISCHARGE 100d DUCTILE IRON GATE STOP VALVE SLIDING GUIDE RAIL STAINLESS STEEL TUBE ANTI-VIBRATOR W=1.20 FLEXIBLE CONNECTION DETAIL OF SUMP PIT P:\library\mpi-std lmb LM-066.dwg TWO SUBMERSIBLE SUMP PUMP (ONE DUTY, ONE HOLDER BAT FOR CABLE 76d HOT DIPPED G.I. 100d G.I. CONDUIT FOR CABLES WITH ENGRAVED LETER SHOWING EACH 6mm th x 150mm L. PLASTIC BOARD FUNCTION OF LEVEL REGULATOR 150 d C.I.S. & W.P LEVEL REGULATOR HIGH LEVEL ALARM DUTY PUMP CUT-IN RENDERING TO WALLS SUBMERSIBLE WATER ALL PUMP CUT-OUT 12mmth. CEMENT LEVEL REGULATOR SUBMERSED WATER 6mm th x 50mm W HOT DIPPED G.I. CABLE RACK FOR WATER PUMP POWER CABLE PUMP PIT COVER ABOVE 600 x 800 C.I. STAND-BY) SECTION 'X' 'X' CHAIN LEAN CONCRETE STAINLESS STEEL TUBE SLIDING GUIDE RAIL HOT DIPPED G.I. LIFTING OF 600 X 800 PIT COVER NON-RETURN VALVE ANTI-VIBRATOR FLEXIBLE CONNECTION C.I. DOUBLE SEAL MEDIUM DUTY SECTION PLAN GATE STOP VALVE PUMP DISCHARGE 100d DUCTILE IRON G.I. CABLE RACK PLASTIC BOARD FOR LEVEL REGULATOR STAINLESS STEEL CAT LADDER W=1.20 X DETAIL OF SUMP PIT P:\library\mpi-std\san\SAN-014.dwg CHAMBER CHANNEL MIN. 600 600 MAX. VARIES SLOPE 1:6 . . . . . . . . . . 225 THK . . d100 MAIN . . . . . . . . . . . . . . . . . . . . . . . . . . CONCRETE GRADE 20A . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FROM 1ST STOREY DISCHARGE PIPE d150 WASTE . . . . . . . . . . . OPENING 900 X 700 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . TO INSPECTION . . . . . . . . . . . . . 150 THK CONCRETE CONCRETE BENCHING REINFORCED OR (SLOPE 1:75) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . RC SLABS OR CHEQUERED PLATES (MIN. 6mm) SUSPENDED CONCRETE SUMP WITH GULLY TRAP P:\library\mpi-std\san\SAN-014.dwg 76d HOT DIPPED G.I. HOLDER BAT FOR CABLE 100d G.I. CONDUIT FOR CABLES PIT COVER ABOVE 600 x 800 C.I. PUMP (ONE DUTY, ONE TWO SUBMERSIBLE SUMP STAND-BY) 150 d C.I.S. & W.P STAINLESS STEEL CAT LADDER PLASTIC BOARD FOR LEVEL REGULATOR G.I. CABLE RACK SECTION PLAN X SECTION 'X' 'X' PUMP POWER CABLE HIGH LEVEL ALARM DUTY PUMP CUT-IN 12mmth. CEMENT RENDERING TO WALLS SUBMERSIBLE WATER ALL PUMP CUT-OUT SUBMERSED WATER PUMP LEVEL REGULATOR LEAN CONCRETE HOT DIPPED G.I. LIFTING CHAIN C.I. DOUBLE SEAL MEDIUM DUTY OF 600 X 800 PIT COVER PUMP DISCHARGE 100d DUCTILE IRON GATE STOP VALVE SLIDING GUIDE RAIL STAINLESS STEEL TUBE NON-RETURN VALVE ANTI-VIBRATOR 1.50 FLEXIBLE CONNECTION 1.90 1.50 1.35 0.30 0.15 0.10 0.20 0.30 0.30 LOWEST WASTE INLET ALARM PUMP 2 ON PUMP OFF PUMP 1 ON I.E. 46.05 G.I. CABLE RACK FOR WATER 6mm th x 50mm W HOT DIPPED LEVEL REGULATOR FUNCTION OF LEVEL REGULATOR WITH ENGRAVED LETER SHOWING EACH 6mm th x 150mm L. PLASTIC BOARD DETAIL OF SEWAGE PIT P:\library\mpi-std lmb LM-067.dwg S E C T I O N P L A N ON FLOOR ACCESS MANHOLE DETAIL SAFETY HASP WELDED TO MH COVER WELDED TO PLATE 16mmd BAR HANDLE SAFETY LOCK PLATE COVER (PAINTED) 6mm THK. STEEL 100x100x6mm THK. STIFFENER FOR < BAR W/ BENT ROD OF SLAB BOTTOM LINE EVERY 300 O.C. ACCESS OPENING HINGES WELDED TO MH COVER W/ 3- 6mm EXPANSION SHIELD BOLT D2 P4-02 TO MH COVER W/ HINGES WELDED SHIELD BOLT 50x50x6mm THK. COVER PLATE STEEL < WELDED TO 3-6mm EXPANSION PLATE COVER 16mm THK. STEEL 25mm THK. SOFTBOARD (CELOTEX) SECTION B-B OR OTHER APPROVED MATERIAL CONCRETE GRADE 25A CONCRETE GRADE 7 75 \A1;L ENGINEERING BRICKWALL RENDERED GRANOLITHIC CONCRETE BENCHING A EXTERNALLY WITH 25mm THK. CEMENT MORTAR APPLIED IN TWO COATS OR CONCRETE GRADE 25A \A1;<1D (MIN.300) OR CAST-IN-SITU CONCRETE SLAB GRADE 25A REINFORCED PRECAST MIN. 1.5mm THK. APPROVED PVC LINING OR EQUIVALENT 225mm THK. ENGINEERING BRICKWALL (SEE NOTES ON MANHOLES NO. 7 & 8) HEAVY DUTY ON ROADS, DRIVEWAYS, ETC. MEDIUM DUTY IN GARDEN AND GRASSLANDS, CAST IRON FRAME AND COVER GROUND LEVEL D L \A1;N A 650 X 650 600 X 600 300 MAX BRICK / IN-SITU CONCRETE SHALLOW MANHOLE PLAN A-A DIMENSIONS OF SHALLOW MANHOLE 150 130 130 M * CONCRETE ONLY TO BE USED FOR THESE MANHOLES 750, 825, 900 525, 600, 675 300, 375, 450 * * * * D * * 1500 300 300 1275 1800 1500 225 1050 1350 L K J REINFORCEMENT OF SLAB 20 AT 150 C/C 20 AT 150 C/C 20 AT 150 C/C 225 225 2000 3000 1800 2800 180 1600 2500 MIN. MAX. THICKNESS 16 AT 150 C/C 16 AT 150 C/C 16 AT 150 C/C ELSEWHERE ON ROADS N R.C. SLAB DETAILS B \A1;650 FLOW \A1;<1D (MIN.300) B \A1;650 SECTION D-D CONCRETE GRADE 7 BENCHING BOARD (CELOTEX) OR 25mm THK. SOFT GRANOLITHIC CONCRETE OTHER APPROVED MATERIAL 300 \A1;75 75 150 OR 225 IN-SITU CONCRETE DEEP MANHOLE PLAN C-C 300mm GRADE 25A IN-SITU CONCRETE C PVC LINING OR EQUIVALENT MIN. 1.5mm THK.APPROVED GRADE 25A R.C. SLAB (SEE DETAIL) \A1;300 800x800 BRICKWORK RENDERED TWO COATS EXTERNALLY 225mm CONCRETE GRADE 25A OR ENGINEERING (SEE NOTES ON MANHOLES NO. 5 & 6 ) HEAVY DUTY ON ROADS, DRIVEWAYS, ETC. MEDIUM DUTY IN GRASSLANDS AND GARDEN CAST IRON FRAME AND COVER GROUND LEVEL 750x750 600x600 C MIN. 2500 225 MAX. 6000 MAX.3000 MAX. 450 D \A1;300 \A1;1100 \A1;300 \A1;300 \A1;1100 \A1;300 D SECTION 0.075 0.075 PLAN PADLOCK PADLOCK WELDED HINGE GASKET RUBBERIZED 0.10 10mmd BARS 0.10 O.C., B.W. 16mmd U-LIFTING HANDLE 13mm d CIRCUMFERENTIAL BARS HALF SECTION PLAN HALF PLAN 140 KG/CM CONC. GROUT PRECAST CONC. COVER ON C.I. FRAME 0.48 PRECAST CONC. CONCENTRIC TAPER SECTION 0.75 0.55 0.15 0.15 0.15 .015 .09 FIN. GRD. LINE 3-13mmd REINF,RINGS W/ 6mmd @ 0.15 O.C. CAST IRON FRAME 2 SECTION SECTION NTS (m) 0.90 SIZE MH 1.20 0.60 0.76 A B 0.65 0.81 SIMILAR TO METMA MODEL SIMILAR TO METMA MODEL M-509-D OR APPROVED EQUAL M-509-A OR APPROVED EQUAL C 0.87 1.03 D 0.19 0.19 DIMENSION (m) 0.11 0.11 E 0.08 0.08 F REMARKS PLAN NTS METMA MANHOLE FRAME & COVER P:\library\mpi-std lmb LM-015.dwg PLAN OF STANDARD DEEP PRECAST CONCRETE MANHOLE A FLOW SQUARE BASE TO BE USED WHERE PILING IS REQUIRED B B A P:\library\mpi-std\san\SAN-027.dwg P:\library\mpi-std\san\SAN-028.dwg CHAMBER RINGS IN MULTIPLES OF < 1D (MIN.300) 75mm THK. GRADE 7 FLOW SECTION A-A OF \A1;350 INVERT LEVEL CONCRETE SEALING COAT GRADE 25A CONCRETE RUBBER RING 50 \A1;M 600, 900 & 1500 MAXIMUM 5000 MINIMUM 2700 225 350 GRANOLITHIC CONCRETE BENCHING OR OTHER APPROVED MATERIAL 25mm THK. SOFT BOARD (CELOTEX) STEEL FABRIC B.S. A393 RENDERED TWO COATS EXTERNALLY \A1;MAXIMUM 4800 MINIMUM 2700 600, 900 & 1500 CHAMBER RINGS IN MULTIPLES OF \A1;450 500 500 650 SQUARE GRADE 25A CONCRETE PRECAST R.C. INTERMEDIATE PLATFORM PVC LINING OR EQUIVALENT MIN. 1.5mm THK. APPROVED 150mm THK. GRADE 20A STANDARD ANODISED ALUMINIUM ALLOY SAFETY CHAIN AND HANDRAIL CONCRETE SURROUND JOINTS MADE AND NEATLY POINTED IN CEMENT MORTAR CONSTRUCTION JOINT GRADE 25A PRECAST R.C. SLAB MIN. 1.5mm THK. APPROVED PVC LINING OR EQUIVALENT WITH CEMENT MORTAR 450 & 525 600 & 675 750 & 825 900 & 975 MAX. 450 600 SQUARE GROUND LEVEL 1800 1800 1800 1800 150 150 130 130 150 & 225 300 & 375 D 1500 75 1500 130 DC M STANDARD HEAVY OR MEDIUM DUTY MANHOLE FRAME AND COVER 225mm THK. ENGINEERING BRICKWORK SECTION B-B OF GROUND LEVEL CHAMBER RINGS IN MULTIPLES 600, 900 & 1500 450 MAXIMUM 10650 MINIMUM 6000 CHAMBER RINGS IN MULTIPLES OF 600, 900 & 1500 MAX. 450 200 GRANOLITHIC CONCRETE BENCHING STAINLESS STEEL SAFETY CHAIN OR MULTI STRAND POLY-PROPYLENE NYLON ROPE \A1;D GRADE 25A CONCRETE PRECAST R.C. INTERMEDIATE PLATFORM PVC LINING OR EQUIVALENT STEEL FABRIC B.S. A393 MIN. 1.5mm THK. APPROVED JOINTS MADE AND NEATLY POINTED IN CEMENT MORTAR CONSTRUCTION JOINT 150mm THK. GRADE 20A CONCRETE SURROUND STANDARD ANODISED ALUMINIUM ALLOY SAFETY CHAIN AND HANDRAIL \A1;750 STANDARD HEAVY OR MEDIUM DUTY MANHOLE FRAME AND COVER 225mm THK. ENGINEERING BRICKWORK RENDERED TWO COATS EXTERNALLY WITH CEMENT MORTAR GRADE 25A PRECAST R.C. SLAB MIN. 1.5mm THK. APPROVED PVC LINING OR EQUIVALENT 650 SQUARE 600 SQUARE SECTION D-D CONCRETE GRADE 7 CONCRETE GRADE 25A CONCRETE BENCHING GRANOLITHIC APPROVED MATERIAL 25mm THK. SOFT BOARD (CELOTEX) OR OTHER <1D 150 (MIN.300) JOINTS MADE & NEATLY POINTED MIN. 1.5mm THK. APPROVED PVC LINING OR EQUIVALENT IN CEMENT MORTAR \A1;P \A1;75 \A1;M \A1;D DC CHAMBER RINGS IN MULTIPLES OF 600, 900 & 1500 \A1;P 225 \A1;Q PLAN C-C DIMENSIONS OF PRECAST CONCRETE MANHOLE GRADE 20A CONCRETE SURROUND C MEDIUM DUTY IN GARDEN AND GRASSLANDS, CAST IRON FRAME AND COVER HEAVY DUTY ON ROADS, DRIVEWAYS, ETC. (SEE NOTES ON MANHOLES NO. 7 & 8) 900 & 975 750 & 825 600 & 675 450 & 525 D 300 & 375 450 MAX 650 X 650 C 600 X 600 GROUND LEVEL 130 6000 6000 6000 6000 2600 2400 2200 2100 1800 1500 1350 1200 150 150 130 300 300 300 300 MIN. DC M P Q MAX. 6000 2000 1050 130 300 D D WHERE PILING IS REQUIRED SQUARE BASE TO BE USED O.C. VERTICAL BARS C.I. FRAME & COVER BENCH BENCH GUTTER INLET PIPE A2 SE25 LADDER RUNG ENTRANCE OUTLET PIPE 25mm CEMENT MORTAR FIN. IN OPEN GUTTER INLET PIPE O.C. B.W. 12mmd @ 200mm OUTLET PIPE BRICK OR TOP OF BENCH @ CROWN OF CONC. FILL PIPE @ 300mm O.C. GROUT (TYP.) LADDER RUNG FINISHED GRADE 12mmd @ 200mm O.C. HOR. BARS ROUNDED 12mmd @ 200mm 12 3 (TRAFFIC TYPE) ELEVATION ELEVATION GUTTER BENCH P L A N N S T 0.15 THK PRE-CAST CONC. WALL FLOW PVC SEWER LINE (WHERE IT OCCURS) (WHERE IT OCCURS) PVC SEWER LINE (WHERE IT OCCURS) PVC SEWER LINE FLOW 0.20 VARIES 1.20 0.20 0.10 0.15 1.20 0.10 0.15 1.20 0.30 (TYP.) (TYP.) 0.30 FINISHED GRADE GROUT 0.15 THK PRE-CAST CONCRETE d 12 @ 0.25 BW PVC SEWER LINE (WHERE IT OCCURS) CONCRETE BENCH PVC SEWER LINE (WHERE IT OCCURS) FLOW d 16 GALVANIZED IRON MANHOLE STEPS @ 0.30 O.C. PVC SEWER LINE (WHERE IT OCCURS) FLOW ROUNDED ENTRANCE T S N SECTION 200 REFER BRANCHING TABLE 200 200 200 800 BRANCH DRAINS REFER TO DRAINAGE LAYOUT BRANCH DRAINS 550 1000 MAX. 225 550 20d M.S. ROD @ 225 C/C BOTHWAYS BRANCH DRAIN 15 CEM. RENDERING TO CONC. BENCHING AND CHANNEL 1:2 LONGITUDINAL SECTION CROSS SECTION PLAN 200 REFER BRANCHING TABLE 200 200 200 D + 300 BRANCH DRAINS 550 1000 MAX. 225 550 20d M.S. ROD @ 225 C/C BOTHWAYS BRANCH DRAIN 15 CEM. RENDERING TO CONC. BENCHING AND CHANNEL 1:2 LONGITUDINAL SECTION CROSS SECTION PLAN MIN. 800 200 1350 MIN. 200 200 200 1350 MIN. 550 3000 MAX 225 LONGITUDINAL SECTION CROSS SECTION PLAN FALL 1:2 BRANCHING DRAIN AS APPROPRIATE 225 200 150 550 STEP IRON 15 CEMENT RENDERING TO CONC. BENCHING C.I. DROP BRANCH DRAIN AS APPROPRIATE BRANCH DRAIN 15 CEM. RENDERING TO CONC. BENCHING AND CHANNEL 1:2 20d M.S. ROD @ 225 C/C BOTHWAY 200 1350 MIN. 200 200 200 1350 MIN. 550 OVER 3000 225 LONGITUDINAL SECTION CROSS SECTION PLAN 225 1800 FLOW 127x76x13.36 KG R.S.J. 20d M.S. ROD AT 225 C/C BOTHWAYS C.I. STEPIRONS AT 300 C/C STAGGERED 75 1800 225 225 OVER 3000 550 200 750 200 750 200 750 200 CONNECTION OF R.S.J. DETAIL FOR M.S.ANGLE CLEAT 150x150x12mm THICK WITH WASHERS 16mmd BOLTS & NUTS 150 EQUAL 55 127 70 55 EQUAL EQUAL 55 150 150 MANHOLE DETAIL (TYPE-D) P:\library\mpi-std lmb LM-051.dwg \A1;140 2 ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE ALL BOLTS AND NUTS SHALL BE OF STAINLESS STEEL. 3 STATED. MANHOLE COVER AND FRAME SHALL IN GENERAL COMPLY SECTION A-A WITH S.S 30:1971 (REVISED). 1 NOTES 600 x 600 OPENING PLAN MAX 3 2 625 +/- 2 (HALF COVER REMOVED) \A1;210 A E W PRISING SLOT B KEY HOLE BOLTS & NUTS BY 16mm DIA HEXAGONAL HEAD COVERS TO BE LOOSELY COUPLED 19mm DIA CORE HOLES IN COVERS. A TO BE MACHINED FLAT SUPPORTS AT 4 CORNERS B \A1;800 MANHOLE FRAME & COVER ( SEE DETAIL ) PRECAST CONC. ECCENTRIC TAPER SECTION (REINF. NOT SHOWN) LADDER RUNGS @ 0.40 O.C. (SEE DETAIL) 140KG/CM CONC. GROUT 0.05 LADDER RUNGS CONC. PAD PRECAST CONC. BARREL SECTION 0.25 ADJUSTMENT HEIGHT BRICKS FOR PRECAST CONC. ECCENTRIC TAPER SECTION P L A N VARIABLE FOR DRAINAGE MANHOLE ONLY 0.20 0.45 0.05 0.20 SECTION 1.00 ADJUSTMENT BRICKS FOR HEIGHT 0.25 0.60 MAX 0.10 0.60 e 0.15 LADDER RUNG EMBEDDED DETAIL OF PORTION REINF. W/ 13MM d BARS 0.05 O.15 @ 0.15 O.C., B.W. 140 KG/CM CONC. PAD HAND SHAPED CONC. CHANNEL FLOW STANDARD PIPES STARTER PIPE CONNECTOR PIPE AND STANDARD PIPES 600(MIN) - 750(MAX) STARTER PIPE COUPLING BUILT-IN TO MANHOLE REINFORCED CONCRETE CHAMBER RINGS 1500 INTERNAL DIAMETER PRE-CAST CONNECTOR PIPE AND COUPLING BUIL-IN TO MANHOLE STARTER PIPE STANDARD PIPES MIN. FLOW MIN. MIN. COUPLING (MIN) \A1;200 STAINLESS STELL LADDER 25 MPa MASS CONCRETE BENCHING 25MPa MASS CONCRETE SURROUND (MIN) (MIN) COUPLING FLOW C L COUPLING CT206 A L C TYPICAL MANHOLE TYPE II PLAN AT BENCHING LEVEL P:\library\mpi-std lmb LM-116.dwg FLOW LADDER CONCRETE BENCHING CONCRETE SURROUND LEAN CONCRETE REINFORCED CONCRETE CHAMBER RINGS COUPLING BUIL-IN TO MANHOLE FLOW STARTER PIPE STANDARD PIPES (MIN) \A1;200 (MIN) STARTER PIPE STANDARD PIPES CONNECTOR PIPE AND FLOW L C CT206 B STARTER PIPE STANDARD PIPES 1500 INSIDE DIAMETER PRE-CAST COUPLING BUILT-IN TO MANHOLE CONNECTOR PIPE AND L C CONC. MORTAR 10MM U-BOLT & DRAINAGE MANHOLE FOR JUNCTION BOX INLET PIPE (WITH NUTS) LIFT HANDLE 10mm U-BOLT OUTLET PIPE INLET PIPE LIFT HANDLE WITH NUTS (TRAFFIC-TYPE) WITH LIFT HANDLE REINF. CONC. COVER @ 200 B.W d12 BAR OUTLET PIPE d10 HOR. BARS @ 200 O.C. 9-d12 VERT. BARS BOX & DRAINAGE FOR JUNCTION MANHOLE P L A N SECTION 1200(MIN) 100 100 1200 MIN. 25 25 VARIES 0.10 100 100 1200 (MIN) ELEVATION 0.75 0.10 MENT (WHERE IT OCCURS) LINE OF CONC. PAVE- CONC. COVER 0.60 0.40 0.10 @ 0.17 O.C. BOTHWAYS 12 MM d BARS CHANNEL 12 d BARS @ 0.20 O.C BOTHWAYS HANDLE SHAPE LIFT HANDLE 1100 1300 900 800 600 3 2 1 4 5 LENGTH ON ONE SIDE NO. OF 150mm PIPES SCHEDULE OF DIMENSION 600 PLAN 100 100 L 200 400 100 O.C. BOTHWAYS 12 mm DIA. BARS @ 0.20 100 4 3 2 6 7 NO. OF 100mm PIPES ON ONE SIDE CONC. COVER MENT (WHERE IT OCCURS) LINE OF CONC. PAVE- LIFT HANDLE @ 0.17 O.C. BOTHWAYS 12 MM d BARS CHANNEL HANDLE SHAPE O.C BOTHWAYS 12 d BARS @ 0.20 0.75 0.10 0.10 0.40 0.60 0.10 0.10 0.60 0.40 0.10 0.10 0.40 0.60 O.C. BOTHWAYS 12 mm DIA. BARS @ 0.20 ELEVATION P L A N WATER LEVEL 450 C.I.M.H. COVERS (DOUBLE SEAL HEAVY DUTY) 300 MIN. 300 150 600 MIN. 150 450 MIN. 450 MIN. 1050 900 150 150 150 MIN. MIN. MIN. STEP IRON AT 300 C/C C.I. PIPE d 100 C.I. PIPE d 100 C.I. PIPE d 100 MIN. MIN. MIN. 150 150 150 900 1050 900 150 MIN. 150 MIN. CLEAR OPENING 450x450 MIN. VENT PIPE PLAN SECTION 1.00 M REMOVABLE MAXIMUM GRATINGS P L A N 31B 0.10 6mm X 68mm FLAT BAR STIFFENER 75mm X 75mmX6mm FLAT BAR FRAME 68mm X 6mm THK SUPPORT 0.10 31C TRENCH DRAIN 0.10 100mmd 0.30 68mm X 6mm THK FLAT BAR GRATINGS WELDED TO FRAME @ 38mm OC WELDED TO FRAME MAXIMUM GRATINGS 1.00 M REMOVABLE S E C T I O N 68mm X 6mm THK FLAT BAR FRAME 0.10 0.10 0.30 @ 38mm OC BOTTOM OF CONCRETE CANAL TRENCH DRAIN 100mmd FLAT BAR GRATINGS 68mm X 6mm THK EXPANSION JOINT (PEJ) 12mm THK PRE-FORMED @ 38mm OC FLAT BAR GRATINGS 68mm X 6mm THK CONCRETE PAVEMENT d10mm @ 0.15m OC d12mm @ 0.15m OC d12mm @ 0.15m OC 0.30 0.10 0.10 CANAL BOTTOM OF DETAIL 31D SEE S E C T I O N d12mm @ 0.15m M.O.C. d12mm @ 0.15m M.O.C. FLAT BAR GRATINGS 68mm X 6mm THK 68mm X 6mm THK FRAME FLAT BAR @ 38mm OC WELDED 6mm CLEAR D E T A I L 0.075 0.05 d10 ANCHOR ROD @ 0.30 M.O.C. CONCRETE OPEN CANAL DETAILS P:\library\mpi-std\civil lumb\S-PL-31(A-D).dwg FLOOR GRID NO. TRENCH W WIDTH OF TRENCH L LENGTH OF TRENCH D DEPTH OF DRAIN SECONDARY 1 0.30 0.30 Z-508 2.0 2 0.30 0.30 Z-508 2.7 3 0.30 0.30 Z-508 4.0 GREASE TRAP NO. FIG.NO. RATE FLOW GPM (LBS) CAP GREASE OUTLET AND INLET SIZE FLUG C.O. 1 8450 75 150 100 75 A G B C D ROUGHING DIMENSIONS HEIGHT WIDTH E F H 546 394 1251 940 832 BODY DIMENSIONS G B A C B E AIR RELIEF NEOPRENE GASKET ANCHOR FLANGE WITH CLAMP FOR WATERPROOF MEMBRANE FLASHING NON SKID COVER RECESSED LIFT RING WIDTH F-BODY FIN. FLOOR LINE WATER LINE STATIC REMOVABLE BAFFLES OUTLET EXTENSION AS REQUIRED INLET A

Language	English
Drawing Type	Detail
Category	Mechanical, Electrical & Plumbing (MEP)
Additional Screenshots
File Type	dwg
Materials	Concrete, Plastic, Steel, Other
Measurement Units
Footprint Area
Building Features	Deck / Patio, Car Parking Lot, Garden / Park
Tags	autocad, DETAIL, details, DWG, einrichtungen, facilities, gas, gesundheit, l'approvisionnement en eau, la sant, le gaz, machine room, maquinas, maschinenrauminstallations, pipe, pipes, provision, wasser bestimmung, water