REP_BOT CLP_BOT LEP_BOT LEP Base CLP_BOT REP_BOT REB_BOT CLB_BOT LEB_BOT LEP_BOT T RCurbAndGutter REP RGUTTER RTC RBC RBC_BOT REB_BOT T RSidewalk RBC RSW_BK RSW_BK_BOT RSW_BOT T RVerge RSW_BK RBV F RFill2:1 RBV RFill F LGravelShoulder LEP LOGS LOGS_BOT LEB_BOT T LUnpavedShoulder LOGS LOUS F LDitch LOUS LDF LBD F LCut6:1 LBD LCut F Table 1. CrossSectionComponents Cross Section Point CrossSectionPoints are 2D points contained within a CrossSection view which help define the geometry of CrossSectionComponents. A local Cartesian coordinate system is established for the CrossSection with origin (0,0) being the location of the CrossSection
serialID: serial number of the hardware where the control software is running. dataCollector: name of the hardware device the control software is running. controlSoftware: name of the control software. softwareVersion: software version of the control software. SurveySensor SurveySensor contains information about the hardware that is used to collect measurements. Derived SurveySensor types may contain sensor specific attributes. SurveySensor is a specialization of OM_Process. SurveySensor has the following attributes: surveySensorID: user defined unique ID used to identify a SurveySensor. manufacture: name of the manufactor. model: sensor model definition. serialID: serial number of the sensor. softwareVersion: software version of the software running on the sensor. Calibration Each sensor could have factory default calibration values. However, additional field calibration might be necessary. Calibration data contains information about the calibrated values for the measurement sensor and is a specialization of SD_Calibration. Additional field calibration might be necessary – therefore a sensor could hold one or more calibration records. Specializations for each sensor specific calibration data and method could be added in the future. Calibration has the following attributes: calibrationID: user defined unique ID used to identify a Calibration. calibrationTime: date and Time when the sensor was calibrated. calibrationBody: name of the agency or company that executed the calibration.
Steps 5 and 7-8. If the collected evidence consists of measurements in the same geographic coordinate system, covering the case and referring to monumented boundary points, steps 5.-8. are correspondingly reduced or omitted. Step 7 If the evidence available, e.g. conflicting neighbor claims, does not allow for pointing out the legal boundary, national law advises next steps. References: https://en.wikipedia.org/wiki/Cadastral_surveying (the term: Resurvey) B.5.3 P-3 Land parcel development /subdivision / change Name: Land parcel development /subdivision / change Version: 0.1 Author: Erik Stubkjær Date: 20150622 Description: Forming of new parcels or relocation of existing boundaries Goal: Protection of real property rights through parcel identification, boundary measurement, and public recording Actors: surveyor, cadastre / land administration agency, local government Stakeholders: Neighbors, government organizations (land registry, tax, heritage protection, etc.), SDI technology providers Basic Course: Owner requests surveyor assistance for change of property boundaries Surveyor assesses legal and financial implications and takes on the case Surveyor collects public recorded evidence concerning the case Surveyor ascertains legal preconditions for change submits application(s) for approval concerning land use, heritage protection, etc. restrictions arranges with right holders concerning easements and mortgages Surveyor identifies and measures 'connection / reference points', determines existing boundaries on location, and sets out, marks and measures new boundaries. Surveyor identifies temporary parcel lots and future parcels and accounts for area and boundary changes (by means of survey sheet and parcel account sheet) Surveyor submits change documentation to government for approval Surveyor submits change documentation to cadastre agency for approval and recording
NCC Profile element LandXML collection of existing and proposed vertical alignments 7.5.4 Vertical Alignment ProfSurf, ProfAlign elements 7.5.5 3D Alignment NCC 7.6 Road RC 7.6.2 Road Element NCC Road elements of user-specified type NCC Road element Road elements for FHWA IHSDM project 7.6.4 String Line NCC 7.6.6 Surface Surface element 7.6.8 Cross Section CrossSect element 7.6.8.1 Cross Section Set CrossSects element 7.7 Rail RC 7.7.3 RailwayElement NCC 7.7.5.1 Cant Specification Cant element 7.7.5.2 Cant Event CantStation element 7.8 Survey RC 7.8.1.1 Survey Survey element 7.8.3.1 ObservationGroup element 7.8.3.2 InstrumentPoint InstrumentPoint element LandXML InstrumentPoint was only available under Instrument setup 7.8.3.4 SurveyObservation NCC 7.8.3.7 TPSObservation RawObservation element 7.8.3.9 GnssObservation GPSPosition element 7.8.3.11 GnssQuality GPSQCInfoLevel1 and GPSQCInfoLevel2 element 7.8.3.22 Correction Correction element In LandInfra corrections belongs to individual observations and not to the equipment in LandXML 7.8.5.1 Equipment Equipment element 7.8.5.2 SurveySensor NCC