Pump DWG Plan for AutoCAD

PUMP HOUSE AND OHT. Plan – Section

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

pump, condenser, evaporator, centrifugal chiller, l of engine, right side elevation, rear elevation, hyphochlorite room, rest room, genrator room, electrical room, pump room, from raw water tank, axis of tank, from resorvoir, borewell, electrical room, pump room, chemical injection, plan of primary pump house, over head water tank, plan of secondary pump house, sectional elevation showing general arrangement of the clear water sump, inlet pipes, ventilators, ladders, washout outlet, manhole, low level, overflow, secondary pump house, g.l, aquifier, plain pipe, blind pipe, for distribution, outlet

Raw text data extracted from CAD file:

\A1;450 \A1;7000 \A1;450 \A1;7000 \A1;102725 PUMP M CONDENSER EVAPORATOR CENTRIFUGAL CHILLER M PUMP M PUMP E A C L OF ENGINE M PUMP \A1;6275 \A1;8745 \A1;7270 \A1;3370 \A1;1555 \A1;800 \A1;2000 \A1;500 \A1;200 \A1;5500 \A1;200 \A1;200 \A1; 5500 INNER DIA OF TANK \A1;200 \A1;2000 \A1;500 \A1;200 \A1;5500 \A1;200 \A1;200 \A1; 5500 INNER DIA OF TANK \A1;200 \A1;10335 \A1;13060 MM INNER DIA \A1;300 \A1;300 \A1;500 \A1;1700 \A1;FB \A1;500 \A1;200 \A1;350 \A1;1050 \A1;700 \A1;250 \A1;250 \A1;350 \A1;200 \A1;500 \A1;1050 \A1;5500 (INNER DIA OF TANK) \A1;700 \A1;6900 \A1;100 \A1;150 \A1;150 \A1;475 \A1;300 \A1;100 \A1;250 \A1;250 \A1;200 \A1;2000 \A1;500 \A1;1700 \A1;FB \A1;500 \A1;200 \A1;350 \A1;1050 \A1;700 \A1;250 \A1;250 \A1;350 \A1;200 \A1;500 \A1;1050 \A1;5500 (INNER DIA OF TANK) \A1;700 \A1;6900 \A1;100 \A1;150 \A1;150 \A1;475 \A1;300 \A1;100 \A1;250 \A1;250 \A1;200 \A1;2000 \A1;20000 \A1;900 \A1;4790 \A1;885 \A1;7555 \A1;900 \A1;11545 \A1;900 \A1;1540 \A1;12590 \A1;10615 \A1;6275 \A1;2345 \A1;4930 \A1; \A1; SLOPE 1 : 2.5 SLOPE 1 : 2.5 SLOPE 1 : 2.5 SLOPE 1 : 2.5 SLOPE 1 : 2.5 SLOPE 1 : 2.5 SLOPE 1 : 2.5 SLOPE 1 : 2.5 RIGHT SIDE ELEVATION REAR ELEVATION 5 5 GL GL 5 5 <> HYPHOCHLORITE ROOM REST ROOM GENRATOR ROOM ELECTRICAL ROOM PUMP ROOM 1 2 4 A B C D \W9.98148; CHLORINE \W8.15239; STORAGE V1 V1 V1 V1 V1 V1 V1 5 5 5 5 5 5 FROM RAW WATER TANK 500 MM x 100MM DEEP SUCTION PIT ON TANK FLOOR AXIS OF TANK 5 150 d C.I. PUDDLE WITH MOSQUITO NETTING FOR OVERFLOW 200 THICK TANK WALL 5 5 5 5 5 5500 INNER DIA OF TANK 5 FOUNDATION PLAN & DETAIL 200 d C.I. PUDDLE AS INLET TO TANK FROM RESORVOIR BOREWELL 200 d C.I. PUDDLE AS OUTLET TO TANK 500 MM x 100MM DEEP SUCTION PIT ON TANK FLOOR AXIS OF TANK 5 150 d C.I. PUDDLE WITH MOSQUITO NETTING FOR OVERFLOW 200 THICK TANK WALL 5 5 5 5 5 5500 INNER DIA OF TANK 5 FOUNDATION PLAN & DETAIL 200 d C.I. PUDDLE AS INLET TO TANK 200 d C.I. PUDDLE AS OUTLET TO TANK V1 V1 V1 V1 ELECTRICAL ROOM V1 PUMP ROOM CHEMICAL INJECTION \W7.27722; FIRST HIGH LOCK TANK \W9.71054; (NEGATIVE IRON) \W5.95405; SECOND HIGH LOCK TANK \W8.46957; (NEGATIVE MANGNEESE) \W9.55729; SPECIAL \W9.76500; AGENT \W9.70150; LAYER 3 5 \W0.73951; TREATED WATER STORAGE \W7.50142; 150KLD \W9.59349; SEDIMENT FILTER \W9.44134; HOUSING AXIS OF TANK 150 d C.I. PUDDLE WITH MOSQUITO NETTING FOR OVERFLOW 300 THICK TANK CONCRETE WALL 200 d C.I. PUDDLE AS INLET TO TANK \W0.14447; RAW WATER STORAGE \W5.38257; 150KLD PLAN OF PRIMARY PUMP HOUSE OVER HEAD WATER TANK PLAN OF SECONDARY PUMP HOUSE 200 d C.I. PUDDLE AS OUTLET TO TANK <> MM INNER DIA 5 5 5 5 FB 5 5 5 5 5 5 5 5 5 5 5 5500 (INNER DIA OF TANK) 5 5 5 5 5 5 5 5 5 5 150 THICK FLOOR SLAB 500 SQ. X 100 DEEP SUCTION PIT AXIS OF TANK 100 THICK P.C.C. 200 THICK TANK WALL 150 d C.I. PUDDLE WITH MOSQUITO NETTING FOR OVERFLOW (150 d C.I. PUDDLE FOR INLET ON OPPOSITE WALL) 200 d C.I. PUDDLE FOR OUTLET G.L. (0.00) 5 5 200 d C.I. PUDDLE FOR OUTLET 5 5 FB 5 5 5 5 5 5 5 5 5 5 5 5500 (INNER DIA OF TANK) 5 5 5 5 5 5 5 5 5 5 150 THICK FLOOR SLAB 500 SQ. X 100 DEEP SUCTION PIT AXIS OF TANK 100 THICK P.C.C. 200 THICK TANK WALL 150 d C.I. PUDDLE WITH MOSQUITO NETTING FOR OVERFLOW (150 d C.I. PUDDLE FOR INLET ON OPPOSITE WALL) 200 d C.I. PUDDLE FOR OUTLET G.L. (0.00) 5 5 200 d C.I. PUDDLE FOR OUTLET SECTIONAL ELEVATION SHOWING GENERAL ARRANGEMENT OF THE CLEAR WATER SUMP INLET PIPES VENTILATORS LADDERS WASHOUT OUTLET MANHOLE LOW LEVEL OVERFLOW \W6.07304; LEVEL \W4.52542; INDICATOR \W1.93095; SECTIONAL ELEVATION SHOWING GENERAL \W1.93095; ARRANGEMENT OF THE TREATED WATER SUMP \W3.64781; PRIMARY PUMP HOUSE \W2.76686; AND PURIFICATION SYSTEM SECONDARY PUMP HOUSE PUMP ROOM PUMP ROOM ELECTRICAL ROOM G.L G.L G.L G.L G.L G.L G.L G.L 5 5 5 5 5 5 5 5 5 AQUIFIER PLAIN PIPE \W1.23922; SLOTTED \W1.23922; PIPE \W5.14510; (SCREEN) BLIND PIPE \W0.12017; PLAIN PIPE \W0.28207; (BLIND PIPE) \W1.23922; SLOTTED \W1.23922; PIPE \W5.14510; (SCREEN) \W0.38207; BAIL PLUG \W0.95409; 10 TO 20 MM \W0.95409; THICK GRAVEL \W0.95409; PACKING \W0.83505; WELL PIPE DIA \W2.78743; BORE DIA BLIND PIPE \W3.56111; CAPACITY 100KLD 1 2 3 A C B FOR DISTRIBUTION FOR DISTRIBUTION 5 5 5 5 5 AXIS OF TANK 150 d C.I. PUDDLE WITH MOSQUITO NETTING FOR OVERFLOW 300 THICK TANK CONCRETE WALL 100 d C.I. PUDDLE AS INLET TO TANK \W0.77539; OVER HEAD WATER TANK \W7.32301; 15 KLD 100 d C.I. PUDDLE AS OUTLET TO TANK OUTLET OUTLET