Concrete Soakaway Dimension DWG Block for AutoCAD

CONCRETE soakaway DIMENSION

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

doha, qatar, section, detailed section of soakaway ring, soakaway plan, ffl, scale, keyplan, xxxxx, consulting engineers and architects, opening for step, terram folded over the top of crushed stone surround, finished ground level, roughed surface, backfill, wearing course, base course, precast concrete, concrete packing, frame and cover, precast, concrete kerb, cover slab, connection to, soakaway in, surround, concrete bed and, gully pot details, nts, plan, kerb, typical external soakaway for surface drainage system, precast cover slab, screener, soakaway cover, slab plan reinforcement

Raw text data extracted from CAD file:

P.O. BOX 1120 DOHA, QATAR TEL. 44323737 – FAX 44434493 SECTION SOAKAWAY COVER SLAB PLAN (REINFORCEMENT) DETAILED SECTION OF SOAKAWAY RING SOAKAWAY PLAN 0.000 + FFL A 1:1 SCALE KEYPLAN \W0.62196; 1A W I N D A K A M S E N W XXXXX 1 : 1 Consulting Engineers and Architects 1:1 SCALE 1:1 SCALE 1:1 SCALE 1:1 SCALE \A1;1060 \A1;50 \A1;100 \A1;100 \A1;850 \A1;450 \A1;50 \A1;150 \A1;50 \A1;150 \A1;710 \A1;650 \A1;KERB \A1;350 \A1;\U+2205600 \A1;2300 \A1;315 \A1;615 \A1;250 \A1;2300 \A1;600 \A1;150 \A1;2100 \A1;1800 \A1;150 \A1;300 \A1;150 \A1;600 \A1;50 \A1;65 \A1;85 \A1;250 \A1;2300 \A1;300 \A1;3000 \A1;600 \A1;100 \A1;1800 d \A1;150 \A1;2100 \A1;1800 \A1;300 \A1;150 \A1;600 \A1;200 \A1;150 \A1;150 \A1;300 \A1;\U+22052300 \A1;\U+22051800 \A1;300 \A1;250 \A1;\U+2205600 \A1;120 \A1;180 \A1;150 \A1;50 \A1;50d \A1;300 \A1;75 \A1;150 \A1;600 \A1;150 \A1;50 \A1;50d \A1;200 \A1;300 300 5 150 2100 1800 120 180 150 300 150 50 50d 150 OPENING FOR STEP IRONS 4 NOS. 600 50 65 85 B 001 SCALE 1:20 A 001 SCALE 1:20 SCALE 1:20 001 C 5 5 5 5 5 5 3000 600 PRECAST CONC. PERFORATED RINGS TO BS;556 (1800 DIA. x 600mm HT x 150mm THK) (SEE DETAILED SECTION) TERRAM 1000 GRADE GEOTEXTILE FILTER FABRIC OR SIMILAR MATERIAL LINING TO EXCAVATION ADEQUATELY SECURED TO SOAKAWAY COVER SLAB GRADE SRC 20 CONCRETE FOOTING 75mm BLINDING CONCRETE GRADE SRC 20 CRUSHED STONE SURROUND 75mm SIZE WITH LITTLE OR NO FINES, MINIMUM WIDTH 250mm. 50mm d HOLES GALVANIZED STEP IRONS TO BS:1247 SPACED, STAGGERED 300mm CENTERS HORIZONTALLY & VERTICALLY TERRAM FOLDED OVER THE TOP OF CRUSHED STONE SURROUND FINISHED GROUND LEVEL ROUGHED SURFACE BACKFILL VARIES LENGTH COURSES OF PRECAST CONCRETE (OPC30) BRICKS IN CLASS-1 MORTAR 10MM CLASS-1 MORTAR BED GRADE SRC 20 CONCRETE HAUNCHING 5 5 1800 d 150 2100 1800 300 150 50 50d 150 OPENING FOR STEP IRONS 4 NOS. 600 SCALE 1:20 001 D C C C D 200 200 A 001 A 001 TERRAM 1000 GRADE GEOTEXTILE FILTER FABRIC OR SIMILAR MATERIAL LINING TO EXCAVATION ADEQUATELY SECURED TO SOAKAWAY COVER SLAB PLACED AND LAPPED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 50mm d HOLES 600mm DIA. OPENING HEAVY DUTY CAST IRON COVER WITH SQUARE FRAME 1 TO 3 COURSES OF PRECAST CONCRETE (OPC30) BRICKS IN CLASS-1 MORTAR PRECAST CONC. PERFORATED RINGS TO BS;556 (1800 DIA. x 600mm HT x 150mm THK) (SEE DETAILED SECTION) CRUSHED STONE SURROUND 75mm SIZE WITH LITTLE OR NO FINES, MINIMUM WIDTH 250mm. GRADE SRC 20 CONCRETE FOOTING 5 5 5 5 5 100 WEARING COURSE BASE COURSE PRECAST CONCRETE GULLY POT (SILT PIT) 25mm MORTAR BASE CONCRETE PACKING FRAME AND COVER PRECAST CONCRETE KERB PRECAST CONCRETE COVER SLAB 150mm GULLY CONNECTION TO SOAKAWAY IN 150mm CONCRETE SURROUND CONCRETE BED AND SURROUND GULLY POT DETAILS 2 001 NTS 5 5 5 5 850 450 50 150 50 150 PLAN 710 650 KERB 350 \W0.79034; DUCTILE IRON HINGE GULLY \W0.79034; GRATING AND FRAME \W0.79034; 350×500 OPENING C 001 C 001 SECTION C 001 NTS 5 T12mm HOOK 12mm HOOK 2300 4-T16mm 315 615 B 001 B 001 5 T16mm @ 150mm O.C B.W 250 2300 OPENING 600mm DIA. 5 SCALE 1:20 TYPICAL EXTERNAL SOAKAWAY FOR SURFACE DRAINAGE SYSTEM PRECAST CONC. PERFORATED RINGS TO BS;556 (1800 DIA. x 600mm HT x 150mm THK) PRECAST CONC. PERFORATED RINGS TO BS;556 (1800 DIA. x 600mm HT x 150mm THK) 50mm d HOLES 50mm d HOLES PRECAST COVER SLAB GRADE OPC 30 CONCRETE PRECAST COVER SLAB GRADE OPC 30 CONCRETE PRECAST COVER SLAB GRADE OPC 30 CONCRETE T16mm /150mm T12mm HOOK T16mm /150mm \W5.66443; 150mm DIA INLET PIPE \W6.99777; IN 150mm CONCRETE \W6.99777; SURROUND SCREENER \W6.77151; BORE HOLE & \W6.77151; 300mm\U+2205 \W6.32351; DUCTILE IRON PIPE (PERFORATED) \W8.63307; VARIES DEPTH AS-PER SITE HEAVY DUTY (CLASS D400) D1 MANHOLE COVER AND FRAME TO EN 124 SOAKAWAY PLAN 2 1:20 SOAKAWAY COVER SLAB PLAN REINFORCEMENT 2 1:20 5 \W6.94592; 150x150mm CONCRETE \W7.69753; SURROUND \W5.66443; 150mm DIA INLET PIPE \W6.99777; IN 150mm CONCRETE \W6.99777; SURROUND \W5.17552; BOTH INTERNAL AND EXTERNAL \W5.17552; SOAKAWAY WALLS ARE PAINTED WITH \W5.17552; 2 COATS OF BITUMINOUS PAINT. C SOAKAWAY CONCRETE DIMENSION & DETAILS