ISO-10303-21;
HEADER;
FILE_DESCRIPTION(('ViewDefinition [CoordinationView]'),'2;1');
FILE_NAME('','2025-02-14T16:16:53',(''),(''),'IfcOpenShell 0.8.1-c49ca69','IfcOpenShell 0.8.1-c49ca69','');
FILE_SCHEMA(('IFC4X3_ADD2'));
ENDSEC;
DATA;
#1=IFCPERSON($,$,'Pravin.Muthukrishnan',$,$,$,$,$);
#2=IFCORGANIZATION($,'BG&E Pty Ltd','BG&E Pty Ltd',$,$);
#3=IFCPERSONANDORGANIZATION(#1,#2,$);
#4=IFCAPPLICATION(#2,'15.0C1n','12d Model','12d Model');
#5=IFCOWNERHISTORY(#3,#4,$,.NOCHANGE.,$,$,$,1739508662);
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#7=IFCDIRECTION((0.,0.,1.));
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#10=IFCDIRECTION((0.,1.,0.));
#11=IFCGEOMETRICREPRESENTATIONCONTEXT($,'Model',3,1.E-06,#9,#10);
#12=IFCSIUNIT(*,.LENGTHUNIT.,$,.METRE.);
#13=IFCSIUNIT(*,.AREAUNIT.,$,.SQUARE_METRE.);
#14=IFCSIUNIT(*,.VOLUMEUNIT.,$,.CUBIC_METRE.);
#15=IFCSIUNIT(*,.PLANEANGLEUNIT.,$,.RADIAN.);
#16=IFCUNITASSIGNMENT((#12,#13,#14,#15));
#17=IFCPROJECT('3f4tUCcZz5OBp_RAlF3Yjd',#5,'DRAINAGE DESIGN','No description set',$,$,$,(#11),#16);
#18=IFCPERSON($,$,'Pravin.Muthukrishnan',$,$,$,$,$);
#19=IFCORGANIZATION($,'BG&E Pty Ltd','BG&E Pty Ltd',$,$);
#20=IFCPERSONANDORGANIZATION(#18,#19,$);
#21=IFCAPPLICATION(#19,'15.0C1n','12d Model','12d Model');
#22=IFCOWNERHISTORY(#20,#21,$,.NOCHANGE.,$,$,$,1739508662);
#30=IFCCARTESIANPOINT((0.,0.));
#31=IFCAXIS2PLACEMENT2D(#30,$);
#32=IFCCIRCLEPROFILEDEF(.AREA.,$,#31,0.179);
#33=IFCCARTESIANPOINT((289080.818499209,5822851.36621952,118.886));
#34=IFCCARTESIANPOINT((289081.570466963,5822857.54453541,118.886));
#35=IFCPOLYLINE((#33,#34));
#36=IFCDIRECTION((1.,0.,0.));
#37=IFCFIXEDREFERENCESWEPTAREASOLID(#32,$,#35,$,$,#36);
#38=IFCSHAPEREPRESENTATION(#11,'Body','AdvancedSweptSolid',(#37));
#39=IFCPRODUCTDEFINITIONSHAPE($,$,(#38));
#40=IFCFLOWSEGMENT('1iJOpv7cX1SBoQLaHDDolV',#108,'5','5-1 to 1-1','EXISTING (RETAINED)',#103,#39,$);
#41=IFCRELDEFINESBYPROPERTIES('10rIwnj8r8RR3PKc1TXqSB',#22,'12d Model','Attributes',(#40),#94);
#42=IFCPROPERTYSINGLEVALUE('calculated critical cover chainage',$,IFCREAL(2.24873590275508),$);
#43=IFCPROPERTYSINGLEVALUE('nominal diameter',$,IFCREAL(0.3),$);
#44=IFCPROPERTYSINGLEVALUE('pipe id',$,IFCINTEGER(35),$);
#45=IFCPROPERTYSINGLEVALUE('colour',$,IFCLABEL('orange'),$);
#46=IFCPROPERTYSINGLEVALUE('group',$,IFCLABEL('EX'),$);
#47=IFCCOMPLEXPROPERTY('pipe sched','12d_attribute_group',$,(#46));
#48=IFCPROPERTYSINGLEVALUE('name',$,IFCLABEL('EX'),$);
#49=IFCCOMPLEXPROPERTY('lplot','12d_attribute_group',$,(#48));
#50=IFCPROPERTYSINGLEVALUE('pipe name',$,IFCLABEL('5-1 to 1-1'),$);
#51=IFCPROPERTYSINGLEVALUE('calculated direct pipe flow total minor',$,IFCREAL(0.),$);
#52=IFCPROPERTYSINGLEVALUE('calculated direct pipe flow total major',$,IFCREAL(0.),$);
#53=IFCPROPERTYSINGLEVALUE('calculated direct pit and pipe flow total minor',$,IFCREAL(0.),$);
#54=IFCPROPERTYSINGLEVALUE('calculated direct pit and pipe flow total major',$,IFCREAL(0.),$);
#55=IFCPROPERTYSINGLEVALUE('pipe type',$,IFCLABEL('EXISTING (RETAINED)'),$);
#56=IFCPROPERTYSINGLEVALUE('roughness text',$,IFCLABEL('n=0.013'),$);
#57=IFCPROPERTYSINGLEVALUE('calculated design grade minimum',$,IFCREAL(1.),$);
#58=IFCPROPERTYSINGLEVALUE('calculated pipe length',$,IFCREAL(7.19890895752825),$);
#59=IFCPROPERTYSINGLEVALUE('invert us',$,IFCREAL(118.736),$);
#60=IFCPROPERTYSINGLEVALUE('invert ds',$,IFCREAL(118.736),$);
#61=IFCPROPERTYSINGLEVALUE('calculated pipe grade',$,IFCREAL(-0.),$);
#62=IFCPROPERTYSINGLEVALUE('calculated pipe vert angle',$,IFCREAL(0.),$);
#63=IFCPROPERTYSINGLEVALUE('calculated pipe grade 1 in',$,IFCREAL(1000000.),$);
#64=IFCPROPERTYSINGLEVALUE('pipe size',$,IFCLABEL('300'),$);
#65=IFCPROPERTYSINGLEVALUE('diameter',$,IFCREAL(0.3),$);
#66=IFCPROPERTYSINGLEVALUE('nominal pipe size',$,IFCLABEL('300'),$);
#67=IFCPROPERTYSINGLEVALUE('calculated us deflection',$,IFCREAL(0.),$);
#68=IFCPROPERTYSINGLEVALUE('calculated ds deflection',$,IFCREAL(89.4496469263205),$);
#69=IFCPROPERTYSINGLEVALUE('calculated design drop',$,IFCREAL(0.02),$);
#70=IFCPROPERTYSINGLEVALUE('calculated drop',$,IFCREAL(0.),$);
#71=IFCPROPERTYSINGLEVALUE('calculated pipe vert ds deflection angle',$,IFCREAL(-4.09980829540645),$);
#72=IFCPROPERTYSINGLEVALUE('calculated design cover',$,IFCREAL(1.1),$);
#73=IFCPROPERTYSINGLEVALUE('minimum cover',$,IFCREAL(1.67561504823626),$);
#74=IFCPROPERTYSINGLEVALUE('pipe colour',$,IFCINTEGER(8),$);
#75=IFCPROPERTYSINGLEVALUE('conduit shape',$,IFCLABEL('Circular'),$);
#76=IFCPROPERTYSINGLEVALUE('calculated invert us',$,IFCREAL(118.736),$);
#77=IFCPROPERTYSINGLEVALUE('calculated invert ds',$,IFCREAL(118.736),$);
#78=IFCPROPERTYSINGLEVALUE('calculated hgl us',$,IFCREAL(118.736),$);
#79=IFCPROPERTYSINGLEVALUE('calculated hgl ds',$,IFCREAL(118.736),$);
#80=IFCPROPERTYSINGLEVALUE('lock us il',$,IFCINTEGER(1),$);
#81=IFCPROPERTYSINGLEVALUE('lock ds il',$,IFCINTEGER(1),$);
#82=IFCPROPERTYSINGLEVALUE('critical barrel',$,IFCINTEGER(0),$);
#83=IFCPROPERTYSINGLEVALUE('critical side',$,IFCINTEGER(0),$);
#84=IFCPROPERTYSINGLEVALUE('Pipe Name',$,IFCLABEL('5-1 to 1-1'),$);
#85=IFCPROPERTYSINGLEVALUE('Pipe Type',$,IFCLABEL('EXISTING (RETAINED)'),$);
#86=IFCPROPERTYSINGLEVALUE('Justification',$,IFCLABEL('Invert'),$);
#87=IFCPROPERTYSINGLEVALUE('Start x',$,IFCREAL(289080.818499209),$);
#88=IFCPROPERTYSINGLEVALUE('Start y',$,IFCREAL(5822851.36621952),$);
#89=IFCPROPERTYSINGLEVALUE('Start z',$,IFCREAL(118.736),$);
#90=IFCPROPERTYSINGLEVALUE('End x',$,IFCREAL(289081.570466963),$);
#91=IFCPROPERTYSINGLEVALUE('End y',$,IFCREAL(5822857.54453541),$);
#92=IFCPROPERTYSINGLEVALUE('End z',$,IFCREAL(118.736),$);
#93=IFCCOMPLEXPROPERTY('Geometry','12d_attribute_group',$,(#86,#87,#88,#89,#90,#91,#92));
#94=IFCPROPERTYSET('0pqqHlNsb54w9VRYcNog0C',#22,'12d Model',$,(#42,#43,#44,#45,#47,#49,#50,#51,#52,#53,#54,#55,#56,#57,#58,#59,#60,#61,#62,#63,#64,#65,#66,#67,#68,#69,#70,#71,#72,#73,#74,#75,#76,#77,#78,#79,#80,#81,#82,#83,#84,#85,#93));
#95=IFCSTYLEDITEM(#37,(#98),$);
#96=IFCCOLOURRGB('orange',1.,0.647058823529412,0.);
#97=IFCSURFACESTYLERENDERING(#96,$,$,$,$,$,IFCNORMALISEDRATIOMEASURE(0.00390625),IFCSPECULAREXPONENT(10.),.NOTDEFINED.);
#98=IFCSURFACESTYLE($,.POSITIVE.,(#97));
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#100=IFCDIRECTION((0.,0.,1.));
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#102=IFCAXIS2PLACEMENT3D(#99,#100,#101);
#103=IFCLOCALPLACEMENT($,#102);
#104=IFCACTORROLE(.USERDEFINED.,'CONTRIBUTOR',$);
#105=IFCTELECOMADDRESS(.USERDEFINED.,$,'WEBPAGE',$,$,$,$,'https://ifcopenshell.org',$);
#106=IFCORGANIZATION('IfcOpenShell','IfcOpenShell','IfcOpenShell is an open source software library that helps users and software developers to work with IFC data.',(#104),(#105));
#107=IFCAPPLICATION(#106,'0.8.1-alpha250208-3832077','Bonsai','Bonsai');
#108=IFCOWNERHISTORY(#20,#21,$,.MODIFIED.,1739510213,#3,#107,1739508662);
#114=IFCSITE('2CTfxIYCTCsRAvUEqFZoH3',#120,'Default Site','Description of Default Site',$,#119,$,$,.ELEMENT.,$,$,$,$,$);
#115=IFCCARTESIANPOINT((0.,0.,0.));
#116=IFCDIRECTION((0.,0.,1.));
#117=IFCDIRECTION((1.,0.,0.));
#118=IFCAXIS2PLACEMENT3D(#115,#116,#117);
#119=IFCLOCALPLACEMENT($,#118);
#120=IFCOWNERHISTORY(#20,#21,$,.MODIFIED.,1739510213,#3,#107,1739508662);
#121=IFCRELCONTAINEDINSPATIALSTRUCTURE('05AVd4pPf1jeS4OU20v7N9',#5,$,$,(#40),#114);
#122=IFCRELAGGREGATES('3PxVuUIG14dQdQEHf8wUca',#5,$,$,#17,(#114));
ENDSEC;
END-ISO-10303-21;