Gate Valve Chamber Concrete Dimension DWG Block for AutoCAD

GATE VALVE CHAMBER CONCRETE DIMENSION

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

general notes:, meters unless otherwise indicated on drawings., bending schedule., legend:, notes:, spacing of bars, diameter of reinforcement, quantity of reinforcement, block wall filled with concrete, concrete rings, installed valve tee key to required length, union, brass gate valve, flange adopter, di pipe, valve box, solid concrete block work walls, base slab, isolating valve chamber, reinforcement plan at cover slab, reinforcement plan at base slab, gate valve chamber, section, opening reinforcement details, pipe penetration wall, valve box plan, plan at base slab, valve box reinforcement, abbreviations:

Raw text data extracted from CAD file:

\A1;200 \A1;200 \A1;800 \A1;200 \A1;600 \A1;900-1200 AS PER SITE \A1;800 \A1;200 \A1;200 \A1;100 \A1;200 \A1;100 \A1;165 \A1;166 \A1;166 \A1;50 \A1;50 \A1;600 \A1;400 \A1;100 \A1;100 \A1;35xd (Typical) \A1;35xd (Typical) \A1;35xd \A1;900-1200 AS PER SITE \A1;50 \A1;150 \A1;300 \A1;1000 \A1;200 \A1;600 \A1;1000 \A1;600 \A1;200 \A1;200 \A1;600 \A1;200 \A1;200 \A1;600 \A1;600 \A1;1200 \A1;1200 \A1;1200 \A1;1200 \A1;d \A1;1000 GENERAL NOTES: 1. ALL DIMENSIONS ARE IN MILLIMETERS AND LEVELS IN METERS UNLESS OTHERWISE INDICATED ON DRAWINGS. 2. ALL STEEL REINFORCEMENT ARE AS PER APPROVED BAR BENDING SCHEDULE. LEGEND: NOTES: 1. ELECTRICAL COMMENTS ARE CONFIRMED, COORDINATED AND VERIFIED. 2. ALL DIMENSIONS FOR FEEDER PILLAR AND SUB MAIN BOARD ARE COORDINATED WITH ELECTRICAL APPROVED SHOP DRAWING. 10T16@200 SPACING OF BARS DIAMETER OF REINFORCEMENT QUANTITY OF REINFORCEMENT 900-1200 AS PER SITE 5 5 \A1;T12-200-VB \A1;T12-200-HB BLOCK WALL FILLED WITH CONCRETE 15mm THICK PLASTERING FINISHED SMOOTH 50mm CEMENT MORTAR (1:3) FOR PRECAST CONCRETE COVER SLAB D.I. CIRCULAR COVER 600 CLEAR OPENING WITH SQUARE FRAME CONCRETE RINGS INSTALLED VALVE TEE KEY TO REQUIRED LENGTH 10mm CEMENT MORTAR (1:3) SEATING FOR MANHOLE COVER 5 5 5 5 5 5 D.I. CIRCULAR COVER 600 CLEAR OPENING WITH SQUARE FRAME UNION BRASS GATE VALVE \U+220554mm COPPER PIPE TO DOMESTIC WATER TANK TABLE “Y” T12-DB T12-HB T12-VB 35xd (Typical) 35xd (Typical) 35xd d \A1;8-T12 ADD. \A1;REINF. E.F T12-180 T12-180 200mm THICK SLAB T12-180 T12-180 5 200 900-1200 AS PER SITE 50 150 300 FLANGE ADOPTER 5 5 5 5 5 2 LAYERS OF TANKING \W9.14286; MEMBRANE 75mm THICK GRADE SRC 20 CONCRETE BLINDING D.I. CIRCULAR COVER 600 CLEAR OPENING WITH SQUARE FRAME T12-180 5 \W7.63690; D.I. CIRCULAR COVER 600 \W4.54167; CLEAR OPENING WITH SQUARE \W4.54167; FRAME 200 200 5 DI PIPE \A1;T12-183 \A1;T12-175 T12-183 T12-183 T12-183 T12-183 5 5 5 5 5 \W9.91673; 200mm THICK R.C.C. WALL \W6.52979; WITH FULL INTERNAL & \W7.62503; EXTERNAL PAINTING \U+220554mm COPPER PIPE TO DOMESTIC WATER TANK TABLE “Y” BRASS GATE VALVE 5 5 5 ADAPTER d28x25mm \U+220528MM COPPER PIPE TABLE Y \U+220525MM PEX PIPE WITH HDPE SLEEVE TO VILLA WATER TANK d28MM BRASS GATE VALVE VALVE BOX UNION \A1;T12-183 \A1;T12-175 \A1;T12-183 \A1;T12-DB \A1;T12-175 5 5 5 5 5 SOLID CONCRETE BLOCK WORK WALLS \W6.45936; SOLID CONCRETE BLOCK \W6.95703; WORK WALLS 75mm THICK GRADE SRC 20 CONCRETE BLINDING BASE SLAB 75mm THICK GRADE SRC 20 CONCRETE BLINDING BASE SLAB 600 400 5 5 T12-166 100mm THICK SLAB 5 200mm THICK SLAB 75mm THICK GRADE SRC 20 CONCRETE BLINDING 75mm THICK GRADE SRC 20 CONCRETE BLINDING 1:1 1:1 ISOLATING VALVE CHAMBER 1:1 1:1 REINFORCEMENT PLAN AT COVER SLAB ISOLATING VALVE CHAMBER 1:1 1:1 REINFORCEMENT PLAN AT BASE SLAB ISOLATING VALVE CHAMBER 1:1 1:1 GATE VALVE CHAMBER 1:1 1:1 SECTION 1:1 1:1 REINFORCEMENT PLAN AT BASE SLAB GATE VALVE CHAMBER 1:1 1:1 OPENING REINFORCEMENT DETAILS PIPE PENETRATION WALL 1:1 1:1 GATE VALVE CHAMBER 1:1 1:1 VALVE BOX PLAN 1:1 1:1 VALVE BOX 1:1 1:1 PLAN AT BASE SLAB VALVE BOX REINFORCEMENT ABBREVIATIONS: VB = VERTICAL BAR HB = HORIZONTAL BAR EF = EACH FACE BRASS GATE VALVE