Structural Details Of Reservoir DWG Detail for AutoCAD

Structural Details Of Reservoir DWG Detail for AutoCAD

Structural Details of Reservoir

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

reference drawings, checked, do not scale, revisions, file name:, north, —, motor, pump, section, unless otherwise noted., h.d.bolt schedule, no off, mark, wbs code, sands, namakwa, bolts, n.johnson, b.c.kreunen, j.whitfield, l.c.martins, m.furman, n.d.graham, k.a.lyell, detail, screed to fall, flanged, puddle flange welded, approval, panels, all to the engineer’s, screed is to be an ordinary, scale:, date, init, app’d, copyright, drawing no., rev, div, company, project, seq no, title, seq no, des., eng., c.e., c.arc., approved, traced, c.c.e., geo.tech., man, proj, eng, ch. des., designer, drawn, plan, cast in puddle pipes, overflow, reservoir, otherwise noted., noted., noted otherwise., below adjoining final ground or paving level., slabs unless otherwise noted., all other structural concrete., and concrete inside reservoir, all reservoir concrete, blinding concrete, mass concrete, work to be in accordance with a.a.c. civil engineering specifications., general notes:, floor joints – for, details see drawing, for details of joints, in walls see drawing, prior to casting concrete., being dispatched to site., cast in puddle pipe, pipe, sump – for details, telltale, drain pipe, note:, screed to be jointed, at joints in floor, with puddle flange, ,except puddle flange

Raw text data extracted from CAD file:

REFERENCE DRAWINGS CHECKED 0 150 100 50 0 DO NOT SCALE REVISIONS FILE NAME: NORTH 0,000 NORTH --- --- MOTOR PUMP C --- 1 : 00 SECTION A 1 --- B A 7D R x 2D Dia. (D) UNLESS OTHERWISE NOTED. ALL H.D. BOLTS TO BE PROVIDED WITH 80 Dia x 200 DEEP GROUT POCKETS H.D.BOLT SCHEDULE B A Dia.(D) No OFF MARK WBS code SANDS NAMAKWA --- --- c BOLTS N.JOHNSON B.C.KREUNEN J.WHITFIELD B.C.KREUNEN L.C.MARTINS M.FURMAN N.D.GRAHAM K.A.LYELL ±0,000 x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x X X X X X X X X X X X X X X X X X X X X X X S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S F F F F F F F F F F F F F F F F F F F S S S S S S S S S S S UT UT UT UT UT UT UT T T T T T T UT T T T T T UT UT T T T T UT UT UT UT UT UT UT UT UT UT UT UT UT HM K1 K2 K4 K5 K6 x X X X X X X X X UT UT UT UT --- --- 01 24,750 T.O.C. 02 PIPE MK 'PR4' d100 STAINLESS STEEL +24,850 T.O.C. +24,835 I.L. 200 300 150 150 --- 1 : 25 SECTION D --- D D --- --- 1 : 25 DETAIL 2 30 750 600 350 100 250 +24,600 NEW T.L. +24,835 I.L. 02 02 SCREED TO FALL GRADE 10/19 CONCRETE +24,835 I.L. --- 1:50 SECTION B 3300 500 +24,850 T.O.C. +28,150 I.L. 125mm FROM PLAIN END. FLANGED, PUDDLE FLANGE WELDED PUDDLE PIPE x 450 LONG. ONE END 100d STAINLESS STEEL GRADE 304L +24,600 NEW T.L. 200 250 100d STAINLESS STEEL GRADE 304L PUDDLE PIPE x 450 LONG. ONE END FLANGED, PUDDLE FLANGE WELDED 125mm FROM PLAIN END. +28,650 T.O.C. MK 'PR5' MK 'PR4' 02 APPROVAL PANELS, ALL TO THE ENGINEER'S SAND/CEMENT SCREED LAID IN SCREED IS TO BE AN ORDINARY SCALE: MARK DATE INIT APP'D COPYRIGHT DRAWING No. DETAIL REV DIV COMPANY PROJECT DRAWING No. SEQ NO TITLE SEQ No APP'D INIT DATE MARK DETAIL SEQ No TITLE 04 DES. ENG. C.E. C.ARC. APPROVED TRACED C.C.E. GEO.TECH. CM & EE MAN PROJ ENG PROJ CH. DES. DESIGNER DRAWN --- 1:25 DETAIL 1 +24,850 150 200 350 125 750 650 250 250 1 --- 250 250 10500 10500 1:50 PLAN 250 250 10500 10500 10%%127 R5000 10%%127 R9850 CAST IN PUDDLE PIPES OVERFLOW & DRAIN PIPE RESERVOIR OTHERWISE NOTED. 5.2 GROUTING UNDER BASE PLATES TO BE DONE BY CIVIL CONTRACTOR UNLESS NOTED. 5.1 CAST IN ITEMS TO BE SUPPLIED BY CIVIL CONTRACTOR UNLESS OTHERWISE 5. CAST IN ITEMS AND GROUTING 4.3 FOR GEOTECHNICAL INFORMATION REFER TO A.A.C. CIVIL ENGINEERING REPORT 4.2 FOUNDING MATERIAL IS TO BE ENGINEERED TERRACE, VERY DENSE OR DENSE SAND.. NOTED OTHERWISE. 4.1 THE MAXIMUM DESIGN BEARING PRESSURE FOR FOUNDATIONS IS.........kPA UNLESS 4. FOUNDING MATERIAL "WOOD FLOAT FINISH" UNLESS OTHERWISE NOTED. 3.3 EXPOSED UNFORMED SURFACES AND SURFACES TO RECEIVE GROUT TO BE 3.2 ARRISSES TO BE CHAMFERED 20 x 20mm. BELOW ADJOINING FINAL GROUND OR PAVING LEVEL. SMOOTH FORMWORK TO EXPOSED FACES TO BE CARRIED DOWN TO 150mm "SMOOTH" WHERE FACE IS EXPOSED "ROUGH" WHERE FACE IS NOT EXPOSED 3.1 FORMWORK TO BE CLASSIFIED AS SPECIFIED BELOW UNLESS OTHERWISE NOTED. 3. FORMED AND UNFORMED SURFACES. GRADE 25/19 GRADE 30/19 GRADE 10/19 GRADE 10/38 SLABS UNLESS OTHERWISE NOTED. 2.2 50mm THICK BLINDING TO BE PROVIDED UNDER FOUNDATIONS AND FLOOR ALL OTHER STRUCTURAL CONCRETE. AND CONCRETE INSIDE RESERVOIR ALL RESERVOIR CONCRETE BLINDING CONCRETE MASS CONCRETE OTHERWISE NOTED. 2.1 CONCRETE TO BE "STRENGTH CONCRETE" AS SPECIFIED BELOW UNLESS 2. CONCRETE WORK TO BE IN ACCORDANCE WITH A.A.C. CIVIL ENGINEERING SPECIFICATIONS. 1. GENERAL GENERAL NOTES: 70 --- B B --- --- A A --- --- 1:50 SECTION A RESERVOIR 3800 350 FLOOR JOINTS - FOR DETAILS SEE DRAWING No C1827 FOR DETAILS OF JOINTS IN WALLS SEE DRAWING No C1827 +28,650 +24,850 4.4 EXCAVATION TO BE INSPECTED AND APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO CASTING CONCRETE. 6. PIPEWORK NOTES : 6.1 ALL STEEL FLANGE DIMESIONS & DRILLING TO S.A.B.S. 1123-1977. 6.2 ALL ITEMS TO BE CLEARLY AND INDELIBLY MARKED WITH APPROPRIATE MARK & PRESSURE RATING AS GIVEN IN THE SCHEDULE, BEFORE BEING DISPATCHED TO SITE. 6.3 PRESSURE/FLANGE RATING TO BE 1000 KPa. 9850 RADIUS No CED/077/92 +24,850 +24,850 CAST IN PUDDLE PIPE --- C C --- --- 1 : 50 SECTION C 1000 PIPE 250 FLANGED TO SABS 1123/1600/3 (1977). PUDDLE PIPE x 900 LONG. BOTH ENDS 300d STAINLESS STEEL GRADE 304L DRAIN PIPE: +24,880 I.L. O/FLOW PIPE: +28,150 I.L. +24,600 NEW T.L. +24,850 T.O.C. +25,600 +24,600 NEW T.L. +28,650 T.O.C. MK 'PL1' MK 'PL1' (MK 'PL3') (MK 'PL4') SUMP - FOR DETAILS SEE DRG C1826 03 02 --- C C --- 2 No d300 NB 10800 900 03 03 TELLTALE DRAIN PIPE 30%%127 30%%127 24,750 T.O.C. 02 PIPE MK 'PL3' d100 STAINLESS STEEL +24,850 T.O.C. +24,880 I.L. 100 300 150 150 --- 1 : 25 SECTION D --- D D --- --- 1 : 25 DETAIL 2 30 750 600 350 100 250 +24,600 NEW T.L. +24,880 I.L. 02 02 SCREED TO FALL GRADE 10/19 CONCRETE +24,880 I.L. --- 1:50 SECTION B 3300 500 +24,850 T.O.C. +28,150 I.L. 125mm FROM PLAIN END. FLANGED, PUDDLE FLANGE WELDED PUDDLE PIPE x 450 LONG. ONE END 100d STAINLESS STEEL GRADE 304L +24,600 NEW T.L. 200 250 100d STAINLESS STEEL GRADE 304L PUDDLE PIPE x 450 LONG. ONE END FLANGED, PUDDLE FLANGE WELDED 125mm FROM PLAIN END. +28,650 T.O.C. MK 'PL4' MK 'PL3' 150 150 350 SCREED TO FALL (30mm MIN. TO 130mm MAX.) +24,880 T.O.SCREED +25,090 T.O.SCREED +24,985 T.O.SCREED +24,985 T.O.SCREED SCREED TO FALL 02 02 02 02 02 02 02 NOTE: SCREED TO BE JOINTED AT JOINTS IN FLOOR (30mm MIN. TO 130mm MAX.) SCREED TO FALL 2 --- WITH PUDDLE FLANGE 03 2500 2500 425 475 900 14%%127 = = 445 300d STAINLESS STEEL GRADE 304L PUDDLE PIPE x 900 LONG. BOTH ENDS FLANGED TO SABS 1123/1600/3 (1977). WITH PUDDLE FLANGE MK 'PL1' CAST-IN PIPE MK 'PL1' 1 : 25 2 No OFF 03 03 04 ,EXCEPT PUDDLE FLANGE MK 'PL1' (1600 KPa.) 04

Language	English
Drawing Type	Detail
Category	Industrial
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Wood, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	à gaz, agua, autocad, DETAIL, details, DWG, gas, híbrido, hybrid, hybrides, l'eau, reservoir, structural, tank, tanque, wasser, water