Sursub land.xml output used same data as DP plot output. So no doubling up on data , with Auto DP automatic checks on data and OW also codes data with land.xml.

Create D.P plan then 10 minutes Extra to create land.xml file using same data with no editing so if changes are made not a big deal.

Every thing that is in the NSW recipe is in Landmark can do even create strata files.

Ever lot has own rounding of bearing, distance and areas and with areas thet multi lot uses the total of rounded parts .All tables are created from that lot coding.

 

Example 1: Open Field

Xml file 33,388 lines, 2271 Points, 386 Lots, 414 Easements, 22 Roads

1974 Obsrvations,143 RM pl, 24 RM fd, 167 Monuments, 143 placed fig 4×3

The observation are created from the co-ordinates except when a OW FIX 1X  in file 1973 observation agreed where <10mm and one 14mm

 

Hatching state and checking observation OW to coordinate fig x2

yellow proposed lots and easement  , red adjoining , pink existing easements

 

RM special lot with OW fig 3x

Set line line types , state , OW,DP ,green box is xml coding done automatically in green box

The xml coding is in the lot entities of each lot including parcel state ,type ,use ,out put , irregular line, B/D and Area O.W , B/D Type, B/D desc . B/D and area rounding ,D.P#,

Full subdivision 386 lots  with tables fig 4x, this was split up into 6 or more sheets DP plot

Some generated survey tables

Section of plan information

 

Example 2 Old type city survey with kerb alignment

Xml Lines 2,713,Points 305, Parcels 37

Easements 2 ,Features 44,Roads 3, Proposed lots 1

Observations 59, RM fd 11, RM pl 6

Monuments 44

 

To create land.xml just press out land.xml same data goes to file

Pop display any errors and a summary of what data was sent to file

 

Load in land.xml file and Check and Adjust

It will load in all land.xml data and translate in landmark format lots  even plot out as DP

1. Compare xml B/D observations to points bearing distance
   The yellow are differences grater than .02

Check OW displacement  Fig 10x unadjusted

 

With option to recalculate the points to agree to observations adjusted XY fig 11x

With max difference greater than .005 is 100 , 0.05 is 42 with max 1.115

Changing LST display top shows both calculated by points and file bearing distance

 

 

 

Table created from land.xml file

 

 

Log onto group land.xml files and look on screen  to choose the ones you want

 

 

 

Xml file created in landmark with no editing

Extracts from file parts

</FeatureDictionary>

<Application name=”LandMarK” version=”LMK V19.01[si]” />

Points

<CgPoints zoneNumber=”56″>

<CgPoint name=”1″ state=”existing” pntSurv=”boundary”>6269789.726890 296875.920389</CgPoint>

<CgPoint name=”2″ state=”proposed” pntSurv=”boundary”>6269722.883770 296779.103050</CgPoint>

<CgPoint name=”3″ state=”proposed” pntSurv=”boundary”>6269724.448890 296773.862540</CgPoint>

<CgPoint name=”4″ state=”proposed” pntSurv=”boundary”>6269725.210910 296781.172930</CgPoint>

<CgPoint name=”5″ state=”proposed” pntSurv=”boundary”>6269727.053340 296770.876430</CgPoint>

Parcels

<Parcel name=”2001″ area=”494.80″ class=”Lot” state=”proposed” parcelFormat=”Standard” parcelType=”Single”>

<Center pntRef=”LMK-13″/>

<CoordGeom name=”1228369-1-2001″ >

<Line>

<Start pntRef=”2814″/>

<End pntRef=”2815″/>

</Line>

<Line>

<Start pntRef=”2815″/>

<End pntRef=”2391″/>

</Line>

<Curve rot=”ccw” radius=”156.401″>

<Parcel name=”E232″ desc=”(E4) EASEMENT FOR ACCESS AND MAINTENANCE 0.9 WIDE” class=”Easement” state=”proposed” parcelFormat=”Standard” parcelType=”Single”>

<Center pntRef=”LMK-752″/>

<CoordGeom name=”EMTPRO-39-124″ >

<Line>

<Start pntRef=”2477″/>

<End pntRef=”283″/>

</Line>

<Parcel name=”R9″ desc=”BOLWARRA DRIVE (16 WIDE)” class=”Road” state=”proposed” parcelFormat=”Standard” parcelType=”Single”>

<Center pntRef=”LMK-1073″/>

<CoordGeom name=”STPRO-54-5″ >

<Line>

<Start pntRef=”2351″/>

<End pntRef=”2350″/>

</Line>

<Parcel name=”R3″ desc=”SPRING STREET (ALIGN. 1.83 -6.4 -1.83)” class=”Road” state=”adjoining” parcelFormat=”Standard” parcelType=”Single”>

<Center pntRef=”LMK-240″/>

<CoordGeom name=”STREET-54-3″ >

<Line>

<Start pntRef=”582″/>

<End pntRef=”14″/>

<Parcel name=”2/DP802265″ class=”Lot” state=”adjoining” parcelFormat=”Standard” parcelType=”Single”>

<Center pntRef=”LMK-62″/>

<CoordGeom name=”D802265-1-2″ >

<Line>

<Start pntRef=”611″/>

<End pntRef=”610″/>

Features

<PlanFeatures name=”occupation”>

<PlanFeature name=”WALLx1″ desc=”BK. WALL”>

<CoordGeom name=”BKWALL-62-1″ >

<Line>

<Start pntRef=”609″/>

<End pntRef=”316″/>

</PlanFeature>

<PlanFeature name=”FENCEx12″ desc=”PICKET FENCE”>

<CoordGeom name=”FC-62-6″ >

<Line>

<Start pntRef=”80″/>

<End pntRef=”554″/>

</Line>

Instrument setup

<InstrumentSetup id=”S-1″ stationName=”1″ instrumentHeight=”0″>

<InstrumentPoint pntRef=”1″ />

</InstrumentSetup>

<InstrumentSetup id=”S-13″ stationName=”13″ instrumentHeight=”0″>

<InstrumentPoint pntRef=”13″ />

</InstrumentSetup>

<InstrumentSetup id=”S-14″ stationName=”14″ instrumentHeight=”0″>

<InstrumentPoint pntRef=”14″ />

</InstrumentSetup>

Survey Header

<SurveyHeader name=”1228369″ desc=”Plan of Plan of PLAN OF SUBDIVISION OF LOT 101 D.P.1234232 AND LOT 5 D.P.1232886″ jurisdiction=”New South Wales”

<PurposeOfSurvey name=”Subdivision” />

<Annotation type=”Plans Used” name=”1″ desc=”DP1190510,DP1221754,DP1221760,DP1229411,DP1230408,DP1232886,DP1234232,DP1239531,DP260476,DP1225885,DP1221763,DP1191299,DP1205499″/>

<AdministrativeArea adminAreaType=”Local Government Area” adminAreaName=”Blacktown”/>

<AdministrativeArea adminAreaType=”Parish” adminAreaName=”Rooty Hill”/>

<AdministrativeArea adminAreaType=”Survey Region” adminAreaName=”Urban”/>

<AdministrativeArea adminAreaType=”Terrain” adminAreaName=”Level-Undulating”/>

Observations

ReducedObservation name=”2532″ setupID=”S-6″ targetSetupID=”S-92″ azimuth=”174.0300″ horizDistance=”10.500″ distanceType=”Measured” azimuthType=”Measured” desc=”Boundary” coordGeomRefs=”EMTPRO-44-25″ ></ReducedObservation>

<ReducedObservation name=”2533″ setupID=”S-92″ targetSetupID=”S-90″ azimuth=”264.0255″ horizDistance=”5.000″ distanceType=”Measured” azimuthType=”Measured” desc=”Boundary” coordGeomRefs=”EMTPRO-44-25″ ></ReducedObservation>

<ReducedObservation name=”8″ setupID=”S-286″ targetSetupID=”S-15″ azimuth=”151.2200″ horizDistance=”1.795″ distanceType=”Measured” azimuthType=”Measured” adoptedDistanceSurvey=”DP1105550″ distanceAccClass=”Found” desc=”Reference” ></ReducedObservation>

<ReducedObservation name=”9″ setupID=”S-44″ targetSetupID=”S-18″ azimuth=”169.0100″ horizDistance=”4.340″ distanceType=”Measured” azimuthType=”Measured” adoptedDistanceSurvey=”DP1105550″ distanceAccClass=”Found” desc=”Reference” ></ReducedObservation>

<ReducedObservation name=”10″ setupID=”S-1″ targetSetupID=”S-14″ azimuth=”211.5440″ horizDistance=”1.735″ distanceType=”Measured” azimuthType=”Measured” adoptedDistanceSurvey=”DP1105550″ distanceAccClass=”Found” desc=”Reference” ></ReducedObservation>

Monuments

<Monuments>

<Monument name=”1″ pntRef=”118″ type=”GIP” originSurvey=”(DP1191299)” state=”Found Now Gone”/>

<Monument name=”2″ pntRef=”540″ type=”DH&amp;W” originSurvey=”(DP1229411)” state=”Found Now Gone”/>

<Monument name=”3″ pntRef=”2122″ type=”GIP” originSurvey=”(DP1191299)” state=”Found”/>

<Monument name=”191394″ pntRef=”2137″ type=”SSM” state=”Found”/>

Landmark summary at end of file

</LandXML>

<!–Summary of Data used in file: OK to Delete–>

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