MD-512-09EA-EG-CV-DGA-2002_A01
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A1 DOCUMENT NUMBER REFERENCE DOCUMENTS REV DATE REVISION DESCRIPTION DRN CHK ENG APP permission of Ma'aden. otherwise, or divulged without prior written or transmitted by any means, electronic or be reproduced, stored in a retrieval system This document or any part thereof should not herein is Ma'aden proprietary know-how. This document and the information contained PROPRIETARY & CONFIDENTIAL DRAWN CHECKED ENGINEER APPROVED SCALE DRAWING NUMBER REV DRAWING NUMBER REV 1 A B C D E F G H 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 8 7 9 10 11 12 A B C D E F G H 12 /5 /2014 11 : 38 : 37 AM C :\TE MPO\00 \NL 6945 \90 \I S01 a\2013 \A01 \NL 694590 I S01 A2013 . DGN EMP EMPLOYER DISCLAIMER:- andlimitation and limitation on liability shall be effective to and only to the maximum extent, scope or amount allowable by law. from liability shall apply in contract, tort (including negligence of the Consultant), strict liability or other theory of legal liability, provided, however such release Such use shall constitute a release and agreement by such third party to waive any liability against the Consultant in connection with such use. Such release forth, however, the Consultant does not warrant or guarantee their accuracy. Use of such report by any third party shall, herefore, be at the user's sole risk. Consultant's control. It is believed that the estimates and conclusions contained therein will be reliable under the conditions and subject to the qualifications set The following report has been prepared by the Consultant for the Employer and is the property of the Employer.It is based in part on information not within the UMM WU'AL PHOSPHATE PROJECT JPI No. NL6945-90/IS.01a/2013 MD-512-09EA-EG-CV-DGA-2002 A01 MD-512-09EA-EG-CV-DGA-2002 A01 NOTES: 800 600 500 800 600 600 9200 +100.000 900 800 WHOLE TANK PERIMETER CONCRETE UPSTAND AROUND SAFETY RAILING BOLTED TO 1.5mm THK HDPE LINER SUB-GRADE (TYP) COMPACTED ( TYP) +100.000 HDPE LINER 1.5mm THK 7500 800 800 COMPACTED SUB-GRADE (TYP) 300 800 DETAIL 01 SCALE 1:100 - DETAIL 02 SCALE 1:100 - DETAIL A SCALE 1:500 - PLAN - SCALE 1:500 - - A SAFETY RAILING AND PIPEWORK OMITTED FOR CLARITY 02 - 01 - CLEAN STORM WATER POND GENERAL ARRANGEMENT 16/09/2014 M. PALKAR 16/09/2014 J. SILEKAR 16/09/2014 B. DALAL 16/09/2014 AS SHOWN 1. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHER SPECIFIED. 2. ALL LEVELS ARE IN METERS UNLESS OTHER SPECIFIED 3. REFER TO MD-512-09EA-EG-CV-DLA-2004 FOR PIPEWORKS ARRANGEMENTS. 4. EARTHWORKS FOR CONTAMINATED POND SHOULD BE IN CONCURRENCE WITH MA`ADEN ENGINEERING MANUAL MD-101-SMEM-EG-CV-SPC-0001. 5. CONTAMINATED POND TO BE REINFORCED CONCRETE IN CONCURRENCE WITH MA`ADEN ENGINEERING MANUAL MD-101-SMEM-EG-ST-SPC-0005. WITH ASTM C811 & ASTM C722 AS SPECIFIED IN MA`ADEN ENGINEERING MANUAL MD-101-SMEM-EG-ST-SPC-0008. 6. PROTECTIVE COATING FOR CONCRETE SHOULD BE IN CONCURRENCE A01 ISSUED FOR APPROVAL P.J. B.D. 02/12/2014 M.P. J.S. 175400 75900 3205 97.545 ABOVE COMPACTED SUB-GRADE 300mm SAND BED EXTENT OF POND CONCRETE FOOTING ABOVE REINFORCED EXTENT OF POND 100mm SAND BED 9200 96.945 3055 800 CONCRETE FOOTING ABOVE REINFORCED 100mm SAND BED SUB-GRADE OF POND ABOVE COMPACTED 300MM SAND BED EXTENT 850 +98.145 KEY PLAN MD-512-09EA-EG-CV-DLA-2006 MD-101-SMEM-EG-CV-SPC-0001 EARTHWORKS MD-101-SMEM-EG-ST-SPC-0005 CONCRETE WORKS MD-101-SMEM-EG-ST-SPC-0008 PROTECTIVE COATING FOR CONCRETE CLEAN STORM WATER NETWORK (NORTH) 44800 37250 37250 PIPE OUT FALL P.JOSHI NORTHING = 4468.00 EASTING = 1062.20 P A P &I T R CLEAN S UB / MCC SPARE AREA WATER POND 600 1600 95.945 SURFACE TO PROVIDE A WATER TIGHT SEAL. 7. HYDROTITE EXPANDING WATER SEAL TO BE BONDED TO THE PIPE BARS 10 DIA. REINFORCING DOWEL BARS DOWEL BARS IN-SITU CONCRETE DI A. PI PE 300 300 (SEE NOTE 7) WATER SEAL HYDROTITE EXPANDING (SEE NOTE 7) WATER SEAL HYDROTITE EXPANDING TYPICAL CAST-IN PIPE 100 O. D. PI PE IN-SITE CONCRETE WALL
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Transcript of MD-512-09EA-EG-CV-DGA-2002_A01
A1 DOCUMENT NUMBER REFERENCE DOCUMENTS REV DATE REVISION DESCRIPTION DRN CHK ENG APPpermission of Ma'aden. otherwise, or divulged without prior writtenor transmitted by any means, electronic orbe reproduced, stored in a retrieval systemThis document or any part thereof should not herein is Ma'aden proprietary know-how.This document and the information containedPROPRIETARY & CONFIDENTIALDRAWNCHECKEDENGINEERAPPROVEDSCALEDRAWING NUMBER REVD R A W I N G N U M B E R R E V1ABCDEFGH2 3 4 5 6 7 8 9 10 11 121 2 3 4 5 6 8 7 9 10 11 12ABCDEFGH12/5/201411:38:37 AMC:\TEMPO\00\NL6945\90\IS01a\2013\A01\NL694590IS01A2013.DGNEMPEMPLOYERDISCLAIMER:-andlimitation and limitation on liability shall be effective to and only to the maximum extent, scope or amount allowable by law. from liability shall apply in contract, tort (including negligence of the Consultant), strict liability or other theory of legal liability, provided, however such releaseSuch use shall constitute a release and agreement by such third party to waive any liability against the Consultant in connection with such use. Such releaseforth, however, the Consultant does not warrant or guarantee their accuracy. Use of such report by any thirdparty shall, herefore, be at the user's sole risk.Consultant's control. It is believed that the estimates and conclusions contained therein will be reliable under the conditions and subject to the qualifications setThe following report has been prepared by the Consultant for the Employer and is the property of the Employer.It is based in part on information not within the UMM WU'AL PHOSPHATE PROJECT JPI No.NL6945-90/IS.01a/2013MD-512-09EA-EG-CV-DGA-2002 A01M D - 5 1 2 - 0 9 E A - E G - C V - D G A - 2 0 0 2 A 0 1NOTES:800 600500800600600 9200
+100.000900800WHOLE TANK PERIMETERCONCRETE UPSTAND AROUNDSAFETY RAILING BOLTED TO1.5mm THKHDPE LINERSUB-GRADE (TYP)COMPACTED(TYP)
+100.000HDPE LINER 1.5mm THK7500 800 800COMPACTED SUB-GRADE (TYP)300800DETAIL 01SCALE 1:100 -DETAIL 02SCALE 1:100 -DETAIL ASCALE 1:500 -PLAN -SCALE 1:500 --ASAFETY RAILING AND PIPEWORK OMITTED FOR CLARITY02-01-CLEAN STORM WATER POND GENERAL ARRANGEMENT16/09/2014M. PALKAR 16/09/2014J. SILEKAR 16/09/2014B. DALAL 16/09/2014AS SHOWN1. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHER SPECIFIED.2. ALL LEVELS ARE IN METERS UNLESS OTHER SPECIFIED3. REFER TO MD-512-09EA-EG-CV-DLA-2004 FORPIPEWORKS ARRANGEMENTS.4. EARTHWORKS FOR CONTAMINATED POND SHOULD BE INCONCURRENCE WITH MA`ADEN ENGINEERING MANUAL MD-101-SMEM-EG-CV-SPC-0001.5. CONTAMINATED POND TO BE REINFORCED CONCRETE INCONCURRENCE WITH MA`ADEN ENGINEERING MANUAL MD-101-SMEM-EG-ST-SPC-0005.WITH ASTM C811 & ASTM C722 AS SPECIFIED IN MA`ADENENGINEERING MANUAL MD-101-SMEM-EG-ST-SPC-0008.6. PROTECTIVE COATING FOR CONCRETE SHOULD BE IN CONCURRENCE A01 ISSUED FOR APPROVAL P.J. B.D. 02/12/2014 M.P. J.S.17540075900320597.545ABOVE COMPACTED SUB-GRADE300mm SAND BED EXTENT OF PONDCONCRETE FOOTINGABOVE REINFORCEDEXTENT OF POND100mm SAND BED920096.9453055800CONCRETE FOOTINGABOVE REINFORCED100mm SAND BEDSUB-GRADEOF POND ABOVE COMPACTED300MM SAND BED EXTENT 850
+98.145KEY PLANMD-512-09EA-EG-CV-DLA-2006MD-101-SMEM-EG-CV-SPC-0001 EARTHWORKSMD-101-SMEM-EG-ST-SPC-0005 CONCRETE WORKSMD-101-SMEM-EG-ST-SPC-0008 PROTECTIVE COATING FOR CONCRETECLEAN STORM WATER NETWORK (NORTH)448003725037250PIPEOUT FALL P.JOSHINORTHING = 4468.00EASTING= 1062.20PAP& ITRCLEANSUB/MCCSPARE AREAWATER POND6001600
95.945 SURFACE TO PROVIDE A WATER TIGHT SEAL.7. HYDROTITE EXPANDING WATER SEAL TO BE BONDED TO THE PIPEBARS10 DIA. REINFORCINGDOWEL BARSDOWEL BARS IN-SITU CONCRETEDIA.PIPE 300300 (SEE NOTE 7)WATER SEALHYDROTITE EXPANDING(SEE NOTE 7)WATER SEALHYDROTITE EXPANDINGTYPICAL CAST-IN PIPE100O.D.PIPE IN-SITE CONCRETE WALL
