Tank Of Diesel Store DWG Block for AutoCAD

Detaiñs dike tank of diesel store

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

no., c a m i n o s y c a n a l e s c . l t d a ., caminosca, drawn, date, revision, harbert, conduto, app’d, client job no., chk’d, occidental, sheet of, checked, engineer, client, approved, scale, job no., santos cmi, exploration and production, yanaquincha west, company, drawing no., rev., as built, dike plan, to drainage system, anti-fire box, dike wall, control valve, north, plant, geog., section a, dike floor, finish grading, dike floor, section b, section c, section d, section e, stair plan, stair fdn., stair, notes: – all dimensions in meters, unless otherwise noted. – for diesel storage tank foundation., observations, lengths, partial, total, others, quantity, unit weight, total weight, element, vol, concrete, lenght, type, bend, weigth, slab, reinforcing steel bars, length, lean concrete, steel reinforcing bars, material properties, the construction process must comply with the aci specifications for structural concrete, bill of materials, reinforcing bar bending schedule

Raw text data extracted from CAD file:

No. C A M I N O S Y C A N A L E S C . L T D A . Caminosca DRAWN DATE REVISION HARBERT CONDUTO APP’D CLIENT JOB NO. CHK’D DATE DATE DATE OCCIDENTAL SHEET OF DATE DRAWN CHECKED ENGINEER CLIENT APPROVED SCALE JOB NO. SANTOS CMI OCCIDENTAL EXPLORATION AND PRODUCTION YANAQUINCHA WEST COMPANY DRAWING NO. REV. 0.100 0.200 0.200 0.035 0.100 0.200 0.800 2.950 0.525 0.150 0.150 0.650 0.525 0.030 45° 3.400 0.200 1.000 4@0.300=1.200 0.800 0.100 0.10 0.400 0.400 0.100 0.100 0.200 0.400 0.200 1.000 0.05 0.450 1.000 0.100 0.450 0.200 0.600 0.200 0.450 1.000 0.200 0.600 0.200 0.600 1.800 0.200 0.450 0.100 0.450 0.100 0.200 0.600 0.200 1.000 0.200 0.100 0.200 0.600 0.200 1.000 0.200 0.100 0.300 0.400 0.200 0.150 0.300 0.500 0.500 0.200 0.150 0.300 0.400 0.200 1.000 1.000 4@0.300=1.200 0.250 0.250 4@0.300=1.200 0.400 0.400 3.500 1.000 0.466 1.255 0.04 0.11 0.04 0.150 0.035 0.160 1.000 0.800 0.200 0.800 0.200 0.800 1.200 11.500 10.700 10.700 2.950 4.400 2.950 2.950 4.400 0.200 0.100 0.400 0.300 0.200 0.600 0.200 0.100 0.200 0.200 0.800 0.300 0.400 0.100 0.500 0.500 0.450 0.400 4@0.300=1.200 1.000 1.350 0.800 1.350 1.000 0.664 0.796 0.459 0.100 0.125 1.000 0.800 AS BUILT EL. 254.338 (+0.338) SCALE: 1:50 DIKE PLAN TO DRAINAGE SYSTEM ANTI-FIRE BOX 5 5 5 d150mm STEEL PIPES DIKE WALL – A 5 5 5 5 5 5 100mmd PVC TUBE, i=5%o CONTROL VALVE TO DRAINAGE SYSTEM, SEE DWG. 3102 100mmd PVC TUBE i=5%o EL. SEE DWG. 3102 CONTROL VALVE NORTH PLANT GEOG. NORTH 5 SECTION A – SCALE 1:25 5 5 4 3 2 1 5 4 3 2 5 5 4@0.300=<> 5 1 5 0.10 5 5 4 3 2 5 5 1 2 3 4 5 L C 1 5 5 5 TOC. 255.338 DIKE FLOOR CRUSHED GRAVEL 1 1/2″ 5 LEAN CONCRETE f’c=140 Kg/cm2 t=0.050 5 5 5 5 5 FINISH GRADING 1d12mm@0.200 Mc102 (ALTERNATED) 1d10mm@0.200 Mc100/101 (8) 5 5 5 5d12mm Mc 104/105 1d12mm@0.200 Mc103 IMPERMEABLE LINER 0.75mm DIKE FLOOR CRUSHED GRAVEL 1 1/2″ 5 FINISH GRADING IMPERMEABLE LINER 0.75mm 2d10mm Mc107 4d12mm Mc 106 2d10mm Mc107 4d12mm Mc 106 4d12mm Mc 108 8d12mm Mc 109 LEAN CONCRETE f’c=140 Kg/cm2 t=0.050 5 2d150mm STEEL PIPES 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 DETAIL 1 – SCALE 1:25 2d10mm Mc110 4d12mm Mc 106 4d12mm Mc 108 4d12mm Mc 109 LEAN CONCRETE f’c=140 Kg/cm2 t=0.050 5 FINISH GRADING DIKE FLOOR CRUSHED GRAVEL 1 1/2″ 5 IMPERMEABLE LINER 0.75mm SECTION B – SCALE 1:25 2d10mm Mc110 4d12mm Mc 106 LEAN CONCRETE f’c=140 Kg/cm2 t=0.050 5 FINISH GRADING DIKE FLOOR CRUSHED GRAVEL 1 1/2″ 5 IMPERMEABLE LINER 0.75mm SECTION C – SCALE 1:25 SECTION D – SCALE 1:25 5 5 5 5 5 5 5 5 4d12mm Mc 108 4d12mm Mc 109 5 5 5 5 5 5 5 5 DIKE FLOOR CRUSHED GRAVEL 1 1/2″ 5 IMPERMEABLE LINER 0.75mm SECTION E – SCALE 1:25 5 5 5 5 5 5 5 5 5 5 5 L C 5 5 5 5 TOC. 255.338 5 4@0.300=<> 5 4@0.300=<> 5d12mm Mc200 17d10mm Mc202 5 5 5d12mm Mc200 5d12mm Mc201 4@0.300=<> 5 5 DIKE WALL STAIR PLAN SCALE 1:25 – E HANDRAIL 1 SCALE 1:25 DETAIL 2 – SCALE 1:10 5 5 5 5 5 5 5 5 5 5 5 1 1/4″dx1/8″ TUBE (TYP.) (2 REQUIRED) SEE DETAIL 2 5 5 5 5 1 1/4″dx1/8″ HANDRAIL TUBE STAIR FDN. 5 5 5 5 5 5 PL. 150x160x6mm W/4-14mmdHOLES 4-1/2″d HVA HAS SUPER HILTI BOLTS (EMBED. DEPTH=6 3/8″, TOTAL LENGTH=7″) 4 4-1/2″d HVA HAS SUPER HILTI BOLTS (EMBED. DEPTH=6 3/8″, TOTAL LENGTH=7″) STAIR FDN. DIKE WALL 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 LP. 254.388 HP. 254.415 0.2% STAIR N.-36.242 E.-62.728 EL. 254.392 (+0.392) B – C – N.-43.002 N.-45.202 N.-47.402 E.-89.349 E.-87.149 E.-84.949 E.-92.499 EL. 254.392 (+0.392) 254.580 N.-50.352 5 5 255.130 NOTES: – ALL DIMENSIONS IN METERS, UNLESS OTHERWISE NOTED. – FOR DIESEL STORAGE TANK FOUNDATION. 32 1.13 9.04 11,90 0,70 0,70 17 I 10 202 3,75 0,75 0,15 x 2 0,45 5 V 12 201 21,50 2,15 0,15 1,72 0,28 10 C` 12 200 3,20 1,60 1,60 2 I 10 110 8,00 1,00 0,10 x 2 0,80 8 C 12 109 7,20 1,80 0,10 x 2 1,60 4 C 12 108 4,00 1,00 1,00 4 I 10 107 12,00 0,75 0,10 0,10 0,55 16 L 12 106 163,50 10,90 0,15 x 2 10,60 15 C 12 105 58,50 11,70 0,15 x 2 11,40 5 C 12 104 86,40 0,40 0,20 x 2 216 C 12 103 399,60 1,85 0,25 1,60 216 L 12 102 259,20 10,80 0,10 x 2 10,60 24 C 10 101 92,80 11,60 0,10 x 2 11,40 8 C 10 100 b a b V c b a C` OBSERVATIONS a b b LENGTHS g PARTIAL d b c DIMENSIONS (m) C TOTAL (kg) OTHERS (u) QUANTITY kg/u or kg/m UNIT WEIGHT 2.66 8 56.39 TOTAL WEIGHT (m) ELEMENT (m3) VOL CONCRETE 27.15 2.10 PL. 150x160x6mm 1/2″d HILTI BOLTS 1 1/4″dx1/8″ TUBE 21.20 LENGHT a a L Nº a TYPE BEND (mm) d Mc b I (Kg) WEIGTH SLAB 229 904 675 (m) (mm) d 10 12 REINFORCING STEEL BARS TOTAL 371,10 760,45 LENGTH CONCRETE LEAN CONCRETE STRUCTURAL STEEL SHAPES ASTM A36 STEEL REINFORCING BARS MATERIAL PROPERTIES ANCHOR BOLTS SHALL CONFORM TO ASTM A307/SAE 10-18 THE CONSTRUCTION PROCESS MUST COMPLY WITH THE ACI SPECIFICATIONS FOR STRUCTURAL CONCRETE f’c = 210 Kg/cm2 fy =2520 Kg/cm2 fy =4200 Kg/cm2 BILL OF MATERIALS f’c = 140 Kg/cm2 LEAN CONCRETE ELEMENT REINFORCING BAR BENDING SCHEDULE STEEL MATERIALS ARE A-36 AND SHALL BE PAINTED WITH INORGANIC ZINC, WITH EXCEPTION OF GRATING, BOLTS, WASHERS, NUTS AND COVER PLATES THAT SHALL BE HOT GALVANIZED.