Identification_Information:
Citation:
Citation_Information:
Originator: TerraPoint USA Inc
Originator: David Evans and Associates, Inc
Publication_Date: January 09, 2007
Title: Snohomish Fill-in
Geospatial_Data_Presentation_Form: raster digital data
Online_Linkage:
Description:
Abstract: High Resolution LIDAR topography of Snohomish County.
Purpose: Data acquired for a high quality DEM.
Status:
Progress: Complete
Maintenance_and_Update_Frequency: None planned
Spatial_Domain:
Bounding_Coordinates:
West_Bounding_Coordinate: -122.40
East_Bounding_Coordinate: -121.72
North_Bounding_Coordinate: 48.27
South_Bounding_Coordinate: 47.78
Keywords:
Theme:
Theme_Keyword: topography
Theme_Keyword: lidar
Theme_Keyword: bare-earth
Theme_Keyword: high-resolution
Theme_Keyword: DEM
Theme_Keyword: ALSM
Theme_Keyword: light detection and ranging
Theme_Keyword: digital terrain model
Theme_Keyword: digital elevation model
Place:
Place_Keyword: Washington State
Place_Keyword: Snohomish County
Access_Constraints: None
Data_Set_Credit:
Native_Data_Set_Environment: ESRI Arcinfo Data Formats, ASCII Text Files
Data_Quality_Information:
Attribute_Accuracy:
Attribute_Accuracy_Report: Not applicable
Positional_Accuracy:
Horizontal_Positional_Accuracy:
Horizontal_Positional_Accuracy_Report: +/- 40 – 60 centimeters on all but extremely hilly terrain.
Vertical_Positional_Accuracy:
Vertical_Positional_Accuracy_Report:
13,018 Kinematic check points along multiple roadways within the project site were compared with the LIDAR bald earth surface. A comparison of LIDAR data with the kinematic checkpoints yielded the results given in Table 1.
Table 1: Kinematic Comparison (meters)
Average dz +0.010
Minimum dz -0.457
Maximum dz +0.249
Average magnitude 0.064
Root mean square 0.080
Std deviation 0.080
Terrapoint also utilizes a proprietary software package that performs a fully automated analysis of the quality of the lidar data using overlapping flight lines. Our flight lines overlap 30 to 50% on either side and thus 60 to 100% of points can be checked for overlap consistency. The overlap analysis attempts to minimize the differences in overlap areas by fine-tuning the calibration parameters of the LIDAR system.
Lineage:
Process_Step:
Process_Description:
Acquisition:
Acquision Equipment:
Aircraft: Navajo Twin Engine (C-FQQB)Aircraft Base: Arlington, WA LIDAR Sensor: Terrapoint ALTMS Unit #6, 40 kHZ System IMU: Honeywell H764 Onboard GPS: Trimble 4700 Ground Reference Stations: Sokkia GSR2600 (4)
Primary GPS Control:
All LIDAR Data was referenced to NGS Monuments PID SX0837, SY0004, and TR0075. Also referenced was WSDOT monument GP31531-162.
In addition, all groundtruthing activities were tied to these same monuments. Datasheets for these points are given below:
The NGS Data SheetSee file dsdata.txt for more information about the datasheet.DATABASE = Sybase ,PROGRAM = datasheet, VERSION = 7.42
1 National Geodetic Survey, Retrieval Date = JANUARY 9, 2007
SX0837 ***********************************************************************
SX0837 CBN - This is a Cooperative Base Network Control Station.
SX0837 DESIGNATION - PTS 14
SX0837 PID - SX0837
SX0837 STATE/COUNTY- WA/SNOHOMISH
SX0837 USGS QUAD - SULTAN (1993)
SX0837
SX0837 *CURRENT SURVEY CONTROL
SX0837 ___________________________________________________________________
SX0837* NAD 83(1998)- 47 51 44.36001(N) 121 48 48.19086(W) ADJUSTED
SX0837* NAVD 88 - 35.726 (meters) 117.21 (feet) ADJUSTED
SX0837 ___________________________________________________________________
SX0837 X - -2,259,958.637 (meters) COMP
SX0837 Y - -3,643,039.378 (meters) COMP
SX0837 Z - 4,706,629.655 (meters) COMP
SX0837 LAPLACE CORR- 15.89 (seconds) DEFLEC99
SX0837 ELLIP HEIGHT- 13.76 (meters) (07/03/01) GPS OBS
SX0837 GEOID HEIGHT- -21.99 (meters) GEOID03
SX0837 DYNAMIC HT - 35.732 (meters) 117.23 (feet) COMP
SX0837 MODELED GRAV- 980,780.4 (mgal) NAVD 88
SX0837
SX0837 HORZ ORDER - B
SX0837 VERT ORDER - SECOND CLASS 0
SX0837 ELLP ORDER - FIFTH CLASS I
SX0837
SX0837.The horizontal coordinates were established by GPS observations
SX0837.and adjusted by the National Geodetic Survey in July 2001..
SX0837.This is a SPECIAL STATUS position. See SPECIAL STATUS under the
SX0837.DATUM ITEM on the data sheet items page.
SX0837
SX0837.The orthometric height was determined by differential leveling
SX0837.and adjusted by the National Geodetic Survey in June 1991..
SX0837
SX0837.The X, Y, and Z were computed from the position and the ellipsoidal ht.
SX0837
SX0837.The Laplace correction was computed from DEFLEC99 derived deflections.
SX0837
SX0837.The ellipsoidal height was determined by GPS observations
SX0837.and is referenced to NAD 83.
SX0837
SX0837.The geoid height was determined by GEOID03.
SX0837
SX0837.The dynamic height is computed by dividing the NAVD 88
SX0837.geopotential number by the normal gravity value computed on the
SX0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
SX0837.degrees latitude (g = 980.6199 gals.).
SX0837
SX0837.The modeled gravity was interpolated from observed gravity values.
SX0837
SX0837; North East Units Scale Factor Converg.
SX0837;SPC WA N - 96,341.437 426,674.306 MT 0.99995216 -0 43 46.8
SX0837;SPC WA N - 316,080.20 1,399,847.29 sFT 0.99995216 -0 43 46.8
SX0837;UTM 10 - 5,301,679.633 588,750.674 MT 0.99969679 +0 52 47.9
SX0837
SX0837! - Elev Factor x Scale Factor = Combined Factor
SX0837!SPC WA N - 0.99999784 x 0.99995216 = 0.99995000
SX0837!UTM 10 - 0.99999784 x 0.99969679 = 0.99969463
SX0837
SX0837 SUPERSEDED SURVEY CONTROL
SX0837
SX0837 ELLIP H (10/15/91) 13.97 (m) GP( ) 4 1
SX0837 NAD 83(1991)- 47 51 44.35824(N) 121 48 48.19258(W) AD( ) B
SX0837 ELLIP H (05/29/91) 13.97 (m) GP( ) 4 1
SX0837 NAD 83(1986)- 47 51 44.35687(N) 121 48 48.19371(W) AD( ) 1
SX0837 NAD 27 - 47 51 44.97811(N) 121 48 43.72155(W) AD( ) 1
SX0837 NGVD 29 (??/??/92) 34.612 (m) 113.56 (f) ADJ UNCH 2 0
SX0837
SX0837.Superseded values are not recommended for survey control.
SX0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
SX0837.See file dsdata.txt to determine how the superseded data were derived.
SX0837
SX0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEU8875101680(NAD 83)
SX0837_MARKER: P = PIPE CAP
SX0837_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
SX0837_SP_SET: METAL PIPE DRIVEN INTO GROUND
SX0837_STAMPING: PRIM TRAV STA NO 14 1919 WASH
SX0837_MARK LOGO: USGS
SX0837_MAGNETIC: P = MARKER IS A STEEL PIPE
SX0837_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
SX0837_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
SX0837+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2005
SX0837
SX0837 HISTORY - Date Condition Report By
SX0837 HISTORY - 1919 MONUMENTED USGS
SX0837 HISTORY - 1984 GOOD NGS
SX0837 HISTORY - 1985 GOOD USGS
SX0837 HISTORY - 1986 GOOD NGS
SX0837 HISTORY - 1987 GOOD USPSQD
SX0837 HISTORY - 1988 GOOD NGS
SX0837 HISTORY - 19890710 GOOD NGS
SX0837 HISTORY - 19900625 GOOD
SX0837 HISTORY - 20020114 GOOD NGS
SX0837 HISTORY - 20051015 GOOD GEOCAC
SX0837
SX0837 STATION DESCRIPTION
SX0837
SX0837'DESCRIBED BY US GEOLOGICAL SURVEY 1919
SX0837'IN SULTAN.
SX0837'AT SULTAN, SNOHOMISH COUNTY, ON THE GREAT NORTHERN RAILWAY, ONE BLOCK
SX0837'NORTH OF THE STATION, AT THE SOUTHWEST CORNER OF THE INTERSECTION OF
SX0837'SIXTH AND MAIN STREETS, 6 FEET EAST OF AN ELECTRIC-LIGHT POLE, AND 1
SX0837'FOOT SOUTH OF THE CURB. A USGS STANDARD TRAVERSE-STATION CAP, STAMPED
SX0837'PRIM TRAV STA NO 14 1919 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON
SX0837'PIPE.
SX0837
SX0837 STATION RECOVERY (1984)
SX0837
SX0837'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
SX0837'RECOVERED IN GOOD CONDITION.
SX0837
SX0837 STATION RECOVERY (1985)
SX0837
SX0837'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (DAW)
SX0837'THE STATION IS LOCATED AT THE INTERSECTION OF 6 TH STREET AND MAIN
SX0837'STREET IN THE CITY OF SULTAN, 12.9 KM (8 MI) EAST OF MONROE, 8 KM
SX0837'(5 MI) WEST OF GOLD BAR AND ON STREET RIGHT-OF-WAY.
SX0837'
SX0837'TO REACH THE STATION FROM THE POST OFFICE IN SULTAN GO EAST ON MAIN
SX0837'STREET FOR 0.96 KM (0.6 M ) TO THE INTERSECTION OF SIXTH STREET AND
SX0837'THE STATION ON THE RIGHT AT THE SOUTHEAST ANGLE OF THE INTERSECTION.
SX0837'
SX0837'THE STATION MARK IS A STANDARD USGS BRONZE CAP FASTENED TO THE TOP
SX0837'OF A 9 CM (3.5 INCH) IRON PIPE AND IS STAMPED---
SX0837'---PRIM TRAV STA NO 14 1919 WASH---SET FLUSH WITH THE GROUND
SX0837'SURFACE. IT IS 9.2 M (30.2 FT) EAST OF THE CENTER OF SIXTH STREET,
SX0837'8.0 M (26 FT) SOUTH OF THE CENTER OF MAIN STREET, 1.8 M (6 FT) EAST
SX0837'OF A POWER LINE POLE AND 1.3 M (4.3 FT) WEST OF A FIRE HYDRANDT.
SX0837'
SX0837'THIS STATION IS SUITABLE FOR GPS OBSERVATIONS.
SX0837'
SX0837'DESCRIBED BY DA WEGENAST.
SX0837
SX0837 STATION RECOVERY (1986)
SX0837
SX0837'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (DAW)
SX0837'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
SX0837'THE ROUTE TO REACH AND THE LOCAL MEASURMENTS ARE ADQUATE FOR
SX0837'RECOVERY AT THIS DATE.
SX0837'
SX0837'THIS STATION IS SUITABLE FOR GPS OBSERVATIONS.
SX0837'
SX0837'DESCRIBED BY DA WEGENAST.
SX0837
SX0837 STATION RECOVERY (1987)
SX0837
SX0837'RECOVERY NOTE BY US POWER SQUADRON 1987 (ERR)
SX0837'RECOVERED IN GOOD CONDITION.
SX0837
SX0837 STATION RECOVERY (1988)
SX0837
SX0837'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (DAW)
SX0837'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
SX0837'THE 1986 ROUTE TO REACH THE STATION IS COMPLETE AND ADQUATE FOR
SX0837'RECOVERY AT THIS DATE.
SX0837'
SX0837'THIS STATION IS SUITABLE FOR GPS OBSERVATIONS.
SX0837'
SX0837'DESCRIBED BY DA WEGENAST.
SX0837
SX0837 STATION RECOVERY (1989)
SX0837
SX0837'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
SX0837'THE SATATION IS LOCATED ABOUT 12.9 KM (8.0 MI) EAST OF MONROE, 8 KM
SX0837'(5.0 MI) WEST OF GOLD BAR AND AT THE INTERSECTION OF 6TH STREET AND
SX0837'MAIN STREET IN SULTAN.
SX0837'TO REACH FROM THE POST OFFICE IN SULTAN, GO EAST ON MAIN STREET FOR
SX0837'0.96 KM (0.60 MI) TO THE INTERSECTION OF 6TH STREET AND THE STATION
SX0837'ON THE RIGHT AT THE SOUTHEAST ANGLE OF THE INTERSECTION.
SX0837'THE MARK IS FASTENED TO THE TOP OF AN IRON PIPE THAT IS SET UNDER A
SX0837'MONUMENT CASE AND COVER IN THE SIDEWALK. IT IS 9.4 M (30.8 FT) EAST
SX0837'OF THE CENTER OF 6TH STREET, 7.3 M (24.0 FT) SOUTH OF THE CENTER OF
SX0837'MAIN STREET, 2.2 M (7.2 FT) EAST OF A POWER LINE POLE AND 1.0 M
SX0837'(3.3 FT) WEST OF A FIRE HYDRANT.
SX0837
SX0837 STATION RECOVERY (1990)
SX0837
SX0837'RECOVERED 1990
SX0837'RECOVERED IN GOOD CONDITION.
SX0837
SX0837 STATION RECOVERY (2002)
SX0837
SX0837'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
SX0837'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
SX0837
SX0837 STATION RECOVERY (2005)
SX0837
SX0837'RECOVERY NOTE BY GEOCACHING 2005 (SFG)
SX0837'RECOVERED IN GOOD CONDITION.
1 National Geodetic Survey, Retrieval Date = JANUARY 9, 2007
SY0004 ***********************************************************************
SY0004 TIDAL BM - This is a Tidal Bench Mark.
SY0004 DESIGNATION - 944 7659 TIDAL 4
SY0004 PID - SY0004
SY0004 STATE/COUNTY- WA/SNOHOMISH
SY0004 USGS QUAD - EVERETT (1973)
SY0004
SY0004 *CURRENT SURVEY CONTROL
SY0004 ___________________________________________________________________
SY0004* NAD 83(1998)- 47 58 46.29492(N) 122 13 01.70400(W) ADJUSTED
SY0004* NAVD 88 - 12.158 (meters) 39.89 (feet) ADJUSTED
SY0004 ___________________________________________________________________
SY0004 X - -2,280,408.610 (meters) COMP
SY0004 Y - -3,618,826.144 (meters) COMP
SY0004 Z - 4,715,344.469 (meters) COMP
SY0004 LAPLACE CORR- 3.77 (seconds) DEFLEC99
SY0004 ELLIP HEIGHT- -11.18 (meters) (07/18/02) GPS OBS
SY0004 GEOID HEIGHT- -23.33 (meters) GEOID03
SY0004 DYNAMIC HT - 12.160 (meters) 39.89 (feet) COMP
SY0004 MODELED GRAV- 980,774.8 (mgal) NAVD 88
SY0004
SY0004 HORZ ORDER - FIRST
SY0004 VERT ORDER - FIRST CLASS I
SY0004 ELLP ORDER - FOURTH CLASS I
SY0004
SY0004.The horizontal coordinates were established by GPS observations
SY0004.and adjusted by the National Geodetic Survey in July 2002..
SY0004.This is a SPECIAL STATUS position. See SPECIAL STATUS under the
SY0004.DATUM ITEM on the data sheet items page.
SY0004
SY0004.The orthometric height was determined by differential leveling
SY0004.and adjusted by the National Geodetic Survey in June 1991..
SY0004.WARNING-Repeat measurements at this control monument indicate possible
SY0004.vertical movement.
SY0004
SY0004.This Tidal Bench Mark is designated as VM 9202
SY0004.by the Center for Operational Oceanographic Products and Services.
SY0004
SY0004.The X, Y, and Z were computed from the position and the ellipsoidal ht.
SY0004
SY0004.The Laplace correction was computed from DEFLEC99 derived deflections.
SY0004
SY0004.The ellipsoidal height was determined by GPS observations
SY0004.and is referenced to NAD 83.
SY0004
SY0004.The geoid height was determined by GEOID03.
SY0004
SY0004.The dynamic height is computed by dividing the NAVD 88
SY0004.geopotential number by the normal gravity value computed on the
SY0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
SY0004.degrees latitude (g = 980.6199 gals.).
SY0004
SY0004.The modeled gravity was interpolated from observed gravity values.
SY0004
SY0004; North East Units Scale Factor Converg.
SY0004;SPC WA N - 109,834.384 396,703.318 MT 0.99994516 -1 01 49.0
SY0004;SPC WA N - 360,348.31 1,301,517.47 sFT 0.99994516 -1 01 49.0
SY0004;UTM 10 - 5,314,321.183 558,420.752 MT 0.99964194 +0 34 53.8
SY0004
SY0004! - Elev Factor x Scale Factor = Combined Factor
SY0004!SPC WA N - 1.00000175 x 0.99994516 = 0.99994691
SY0004!UTM 10 - 1.00000175 x 0.99964194 = 0.99964369
SY0004
SY0004 SUPERSEDED SURVEY CONTROL
SY0004
SY0004 NAD 83(1991)- 47 58 46.29222(N) 122 13 01.70605(W) AD( ) 1
SY0004 ELLIP H (12/09/91) -10.97 (m) GP( ) 4 1
SY0004 NAD 83(1986)- 47 58 46.28625(N) 122 13 01.71304(W) AD( ) 1
SY0004 NGVD 29 (??/??/??) 11.036 (m) 36.21 (f) ADJUSTED 1 1
SY0004
SY0004.Superseded values are not recommended for survey control.
SY0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
SY0004.See file dsdata.txt to determine how the superseded data were derived.
SY0004
SY0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEU5842114321(NAD 83)
SY0004_MARKER: DJ = TIDAL STATION DISK
SY0004_SETTING: 36 = SET IN A MASSIVE STRUCTURE
SY0004_SP_SET: ABUTMENT
SY0004_STAMPING: 4 1934
SY0004_MAGNETIC: N = NO MAGNETIC MATERIAL
SY0004_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
SY0004_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
SY0004+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2004
SY0004
SY0004 HISTORY - Date Condition Report By
SY0004 HISTORY - 1934 MONUMENTED CGS
SY0004 HISTORY - 1973 GOOD NGS
SY0004 HISTORY - 1987 GOOD NGS
SY0004 HISTORY - 1987 GOOD USPSQD
SY0004 HISTORY - 1988 GOOD USPSQD
SY0004 HISTORY - 19990213 GOOD USPSQD
SY0004 HISTORY - 20040719 GOOD USPSQD
SY0004 HISTORY - 20051217 GOOD USPSQD
SY0004 HISTORY - 20061219 GOOD USPSQD
SY0004
SY0004 STATION DESCRIPTION
SY0004
SY0004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
SY0004'IN EVERETT.
SY0004'AT EVERETT, 0.1 MILE NORTHEAST ALONG THE BURLINGTON-NORTHERN RAILROAD
SY0004'FROM THE STATION, AT THE NORTHEAST END OF THE RAILROAD (UPPER) BRIDGE
SY0004'1783.8 OVER HEWITT AVENUE, IN THE TOP AND 1.4 FEET NORTH OF THE SOUTH
SY0004'EDGE OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT, 5.2 FEET EAST OF
SY0004'THE WEST EDGE OF THE ABUTMENT, 8.7 FEET SOUTHEAST OF THE SOUTHEAST
SY0004'RAIL OF THE UPPER TRACK, ABOUT 7 1/2 FEET HIGHER THAN HEWITT AVENUE
SY0004'AND ABOUT 4 FEET LOWER THAN THE TRACK. 1/4, SEC 19, T 29N, R 5E.
SY0004
SY0004 STATION RECOVERY (1987)
SY0004
SY0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (MRM)
SY0004'THE STATION WAS RECOVERED AT THIS DATE.
SY0004'
SY0004'THE STATION IS LOCATED IN EVERETT, JUST NORTH OF THE BURLINGTON
SY0004'NORTHERN RAILROAD STATION, AT THE JUNCTION OF THE RAILROAD AND
SY0004'HEWITT AVE.
SY0004'OWNERSHIP--RAILROAD RIGHT-OF-WAY.
SY0004'
SY0004'TO REACH THE STATION FROM THE INTERSECTION OF WALL STREET AND OAKES
SY0004'STREET (NORTHEAST CORNER OF THE COURTHOUSE) IN EVERETT, GO
SY0004'NORTH FOR 0.2 KM (0.1 MI) ON OAKES STREET TO THE INTERSECTION OF
SY0004'HEWITT AVE.
SY0004'TURN LEFT AND GO WEST FOR 1.0 KM (0.6 MI) ON HEWITT AVE TO THE
SY0004'RAILROAD OVERPASS AND THE STATION, AT THE NORTHEAST END OF THE
SY0004'OVERPASS.
SY0004'
SY0004'THE STATION IS A STANDARD CGS BENCH MARK DISK
SY0004'STAMPED---4 1934---,
SY0004'SET INTO A DRILL HOLE IN THE EAST CONCRETE ABUTMENT OF RAILROAD
SY0004'OVERPASS NUMBER 17836. LOCATED
SY0004'2.7 METERS (8.7 FT) SOUTHEAST FROM THE SOUTHEAST RAIL OF RAILROAD,
SY0004'1.6 METERS (5.2 FT) EAST FROM THE WEST EDGE OF THE ABUTMENT,
SY0004'APPROXIMATELY 2.3 METERS (7.5 FT) HIGHER THAN THE ROADWAY AND
SY0004'APPROXIMATELY 1.2 METERS (4 FT) LOWER THAN THE RAILROAD TRACKS.
SY0004'
SY0004'WASHINGTON DOT, FAA, TIDE STATIONS - 1987.
SY0004'
SY0004'THIS STATION SUITABLE FOR GPS SURVEYS.
SY0004'
SY0004'DESCRIBED BY D.A. WEGENAST.
SY0004
SY0004 STATION RECOVERY (1987)
SY0004
SY0004'RECOVERY NOTE BY US POWER SQUADRON 1987 (BT)
SY0004'RECOVERED IN GOOD CONDITION.
SY0004
SY0004 STATION RECOVERY (1988)
SY0004
SY0004'RECOVERY NOTE BY US POWER SQUADRON 1988 (PT)
SY0004'RECOVERED IN GOOD CONDITION.
SY0004
SY0004 STATION RECOVERY (1999)
SY0004
SY0004'RECOVERY NOTE BY US POWER SQUADRON 1999
SY0004'RECOVERED IN GOOD CONDITION.
SY0004
SY0004 STATION RECOVERY (2004)
SY0004
SY0004'RECOVERY NOTE BY US POWER SQUADRON 2004 (SAO)
SY0004'RECOVERED IN GOOD CONDITION.
SY0004
SY0004 STATION RECOVERY (2005)
SY0004
SY0004'RECOVERY NOTE BY US POWER SQUADRON 2005 (DJM)
SY0004'RECOVERED IN GOOD CONDITION.
SY0004
SY0004 STATION RECOVERY (2006)
SY0004
SY0004'RECOVERY NOTE BY US POWER SQUADRON 2006 (DJM)
SY0004'RECOVERED IN GOOD CONDITION.
1 National Geodetic Survey, Retrieval Date = JANUARY 9, 2007
TR0175 ***********************************************************************
TR0175 DESIGNATION - M 332
TR0175 PID - TR0175
TR0175 STATE/COUNTY- WA/SNOHOMISH
TR0175 USGS QUAD - ARLINGTON WEST (1981)
TR0175
TR0175 *CURRENT SURVEY CONTROL
TR0175 ___________________________________________________________________
TR0175* NAD 83(1998)- 48 08 01.52294(N) 122 09 18.59288(W) ADJUSTED
TR0175* NAVD 88 - 33.158 (meters) 108.79 (feet) ADJUSTED
TR0175 ___________________________________________________________________
TR0175 X - -2,269,711.859 (meters) COMP
TR0175 Y - -3,610,503.880 (meters) COMP
TR0175 Z - 4,726,822.832 (meters) COMP
TR0175 LAPLACE CORR- 10.89 (seconds) DEFLEC99
TR0175 ELLIP HEIGHT- 10.35 (meters) (07/02/01) GPS OBS
TR0175 GEOID HEIGHT- -22.84 (meters) GEOID03
TR0175 DYNAMIC HT - 33.163 (meters) 108.80 (feet) COMP
TR0175 MODELED GRAV- 980,778.5 (mgal) NAVD 88
TR0175
TR0175 HORZ ORDER - B
TR0175 VERT ORDER - FIRST CLASS II
TR0175 ELLP ORDER - THIRD CLASS II
TR0175
TR0175.The horizontal coordinates were established by GPS observations
TR0175.and adjusted by the National Geodetic Survey in July 2001..
TR0175.This is a SPECIAL STATUS position. See SPECIAL STATUS under the
TR0175.DATUM ITEM on the data sheet items page.
TR0175
TR0175.The orthometric height was determined by differential leveling
TR0175.and adjusted by the National Geodetic Survey in June 1991..
TR0175
TR0175.The X, Y, and Z were computed from the position and the ellipsoidal ht.
TR0175
TR0175.The Laplace correction was computed from DEFLEC99 derived deflections.
TR0175
TR0175.The ellipsoidal height was determined by GPS observations
TR0175.and is referenced to NAD 83.
TR0175
TR0175.The geoid height was determined by GEOID03.
TR0175
TR0175.The dynamic height is computed by dividing the NAVD 88
TR0175.geopotential number by the normal gravity value computed on the
TR0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
TR0175.degrees latitude (g = 980.6199 gals.).
TR0175
TR0175.The modeled gravity was interpolated from observed gravity values.
TR0175
TR0175; North East Units Scale Factor Converg.
TR0175;SPC WA N - 126,898.608 401,623.635 MT 0.99994229 -0 59 02.9
TR0175;SPC WA N - 416,333.18 1,317,660.21 sFT 0.99994229 -0 59 02.9
TR0175;UTM 10 - 5,331,511.988 562,857.593 MT 0.99964855 +0 37 45.0
TR0175
TR0175! - Elev Factor x Scale Factor = Combined Factor
TR0175!SPC WA N - 0.99999838 x 0.99994229 = 0.99994067
TR0175!UTM 10 - 0.99999838 x 0.99964855 = 0.99964693
TR0175
TR0175 SUPERSEDED SURVEY CONTROL
TR0175
TR0175 NAD 83(1998)- 48 08 01.52255(N) 122 09 18.59376(W) AD( ) B
TR0175 ELLIP H (07/23/97) 10.37 (m) GP( ) 3 1
TR0175 NAVD 88 (07/23/97) 33.16 (m) 108.8 (f) LEVELING 3
TR0175 NGVD 29 (??/??/92) 32.025 (m) 105.07 (f) ADJ UNCH 1 2
TR0175
TR0175.Superseded values are not recommended for survey control.
TR0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
TR0175.See file dsdata.txt to determine how the superseded data were derived.
TR0175
TR0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 10UEU6285831512(NAD 83)
TR0175_MARKER: DB = BENCH MARK DISK
TR0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
TR0175_SP_SET: CONCRETE POST
TR0175_STAMPING: M 332 1952
TR0175_MARK LOGO: CGS
TR0175_MAGNETIC: N = NO MAGNETIC MATERIAL
TR0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
TR0175+STABILITY: SURFACE MOTION
TR0175_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
TR0175+SATELLITE: SATELLITE OBSERVATIONS - August 09, 1996
TR0175
TR0175 HISTORY - Date Condition Report By
TR0175 HISTORY - 1952 MONUMENTED CGS
TR0175 HISTORY - 1973 GOOD NGS
TR0175 HISTORY - 1984 GOOD USPSQD
TR0175 HISTORY - 19911231 GOOD WA-061
TR0175 HISTORY - 19960809 GOOD CHANCE
TR0175
TR0175 STATION DESCRIPTION
TR0175
TR0175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
TR0175'2.35 MI NE FROM KRUSE JUNCTION.
TR0175'2.35 MILES NORTHEAST ALONG THE NORTHERN PACIFIC RAILROAD FROM THE
TR0175'JUNCTION OF THE BURLINGTON-NORTHERN RAILROAD AT KRUSE JUNCTION, AT THE
TR0175'CROSSING OF 152ND STREET NORTHEAST, 46.3 FEET NORTHWEST OF THE
TR0175'NORTHWEST RAIL, 15 FEET SOUTH OF THE CENTER LINE OF THE STREET, 42.6
TR0175'FEET WEST OF THE POST SUPPORTING RAILROAD CROSSING SIGN, 2 1/2 FEET
TR0175'SOUTH OF A POWER POLE, 2 1/2 FEET EAST OF A FENCE LINE, 1.9 FEET WEST
TR0175'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2
TR0175'FOOT ABOVE THE GROUND, AND ABOUT 2 FEET LOWER THAN THE TRACK. SEC 34,
TR0175'T 31N, R 5E.
TR0175
TR0175 STATION RECOVERY (1984)
TR0175
TR0175'RECOVERY NOTE BY US POWER SQUADRON 1984
TR0175'RECOVERED IN GOOD CONDITION.
TR0175
TR0175 STATION RECOVERY (1991)
TR0175
TR0175'RECOVERY NOTE BY SNOHOMISH COUNTY WASHINGTON 1991
TR0175'RECOVERED IN GOOD CONDITION.
TR0175
TR0175 STATION RECOVERY (1996)
TR0175
TR0175'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
TR0175'THE STATION IS LOCATED ABOUT 10 MILES (16.1 KM) NORTH OF EVERETT, 4
TR0175'MILES (6.4 KM) SOUTH OF ARLINGTON AND 1.5 MILES (2.4 KM) EAST OF
TR0175'INTERSTATE 5 TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
TR0175'531 (172ND ST NE) AND INTERSTATE 5 SOUTHWEST OF ARLINGTON, PROCEED
TR0175'EAST ON SH 531 0.3 MILES (0.5 KM) TO SMOKIE POINT BOULEVARD, TURN
TR0175'RIGHT AND PROCEED SOUTH ON SMOKIE POINT BLVD 1.25 MILES (2.01 KM) TO
TR0175'152ND STREET NE, TURN LEFT AND PROCEED EAST ON 152ND ST NE 1.3 MILES
TR0175'(2.1 KM) TO THE STATION ON THE RIGHT, SOUTHEAST OF THE RAILROAD
TR0175'CROSSING THE STATION IS A US COAST AND GEODETIC SURVEY BENCHMARK DISK
TR0175'SET IN THE TOP OF A ROUND CONCRETE MONUMENT, SET FLUSH WITH THE
TR0175'GROUND. THE STATION IS LOCATED 4.7 M (15.4 FT) SOUTHEAST OF THE
TR0175'CENTERLINE OF 152ND ST NE, 15.1 M (49.5 FT) WEST OF THE CENTERLINE OF
TR0175'THE TRACKS, 0.75 M (2.46 FT) NORTHEAST OF THE WOODEN FENCE CORNER,
TR0175'4.05 M (13.29 FT) NORTH OF POWER POLE NO. 4/14 31, 20.6 M (67.6 FT)
TR0175'SOUTHEAST OF THE CENTERLINE-CENTERLINE INTERSECTION OF STREET AND
TR0175'RAILROAD TRACKS
WSDOT Survey Mark ReportGeographic Services
Report of Survey Mark
GENERAL MONUMENT INFORMATION
Designation: GP31531-162
Monument ID: 3325
State: WASHINGTON
County: SNOHOMISH
Region: NW
Nearest Town:ARLINGTON
Usgs Quad:ARLINGTON WEST
T.R.S:31N, 5E , 22
Corner Code:
State Route:531
Mile Post: 7.630
Station:
Offset:
Owner:GS
Bearing:M
ACCOUNTS INFORMATION
BOOKPROJECTINVOICE
154 0L3492 23-98027
Description
TO REACH THE STATION FROM THE JUNCTION OF SR 531 AND SR 005, AT SMOKEY POINT, GO
EASTERLY 1.27 MILES ALONG SR 531 TO MARK ON LEFT. IT IS LOCATED IN THE NORTHEAST
QUADRANT OF THE SR 531 INTERSECTION WITH 51ST AVENUE N.E., NEAR THE SOUTHERLY
END OF A CONCRETE SIDEWALK, 15.3 METERS @ 80 DEGREES FROM THE APPROXIMATE
CENTERLINE OF 51ST AVE NE, 23.4 METERS @ 140 DEGREES FROM A GRATE INLET, 1.0
METERS @ 250 DEGREES FROM AN ORANGE WITNESS POST, 22.3 METERS @ 290 DEGREES FROM
A SEWER MANHOLE COVER AND 16.2 METERS @ 340 DEGREES FROM A TRAFFIC SIGNAL BASE.
THE MARK IS A WSDOT BRASS DISK CEMENTED INTO A DRILL HOLE AND SET LEVEL WITH THE
CONCRETE SURFACE. NOTE: THIS STATION SIGHTS GP31531-163.
CURRENT SURVEY CONTROL DATUM
LATITUDE
UNIT
LONGTITUDE
UNIT
NETWORK
METHOD
ACCURACY
NAD 83/91 48 09 08.737554 N 122 09 40.999505 W PRIMARY GPS 2 CM
NAD 83 ELLIP HGT
15.592
M
GPS
5 CM
NAVD 88 ORTHO HGT
38.119
M
PRIMARY
DIFF LEVELS
2 CM
SPC ZONE
NNORTHING
128982.210UNIT
MEASTING
401196.282UNIT
MSCALE
0.99994243CONV.ANGLE
-0 59 19.6COMB.FACTOR
MONUMENTATION HISTORY
DATE
RECOVERED BY
CONDITION
06/15/1998GEOGRAPHIC SERVICESMONUMENTED
Copyright WSDOT © 2002 Traffic & Roads | Site Index | Contact WSDOT
| WSDOT Business | WSDOT Home
Process_Contact:
Contact_Information:
Contact_Organization_Primary:
Contact_Organization: TerraPoint USA Inc
Contact_Electronic_Mail_Address: <http://www.terrapoint.com>
Process_Step:
Process_Description:
Processing.
GPS, IMU, and rangefinder data were processed to obtain XYZ coordinates of surveyed points using proprietary Terrapoint software.
Survey data from areas of swath overlap were analysed to obtain best-fit in-situ calibration parameters that minimize misfit between overlapping swaths. This reduces vertical inconsistency between overlappoing swaths by about one-half.
Heights were translated from ellipsoidal to orthometric (NAVD88) datums via GEOID03.
Process_Contact:
Contact_Information:
Contact_Organization_Primary:
Contact_Organization: TerraPoint USA Inc
Contact_Electronic_Mail_Address: <http://www.terrapoint.com>
Process_Step:
Process_Description:
Post-processing.
Carried Out From March to August, 2007
Return points were then classified semi-automatically as ground (and water), not-ground (vegetation and structures) and blunder. Terrascan software (Terrasolid, www.terrasolid.fi) was utilized for both automatic and subsequent manual data classification.
The bald earth is extracted from the raw LiDAR points using Terrascan in a Microstation environment. The automated vegetation removal process takes place by building an iterative surface model. This surface model is generated using three main parameters: Building size, Iteration angle and Iteration distance.
The initial model is based upon low points selected by a roaming window and are assumed to be ground points. The size of this roaming window is determined by the building size parameter. These low points are triangulated and the remaining points are evaluated and subsequently added to the model if they meet the Iteration angle and distance constraints (fig. 1). This process is repeated until no additional points are added within an iteration.
There is also a maximum terrain angle constraint that determines the maximum terrain angle allowed within the model.
Process_Contact:
Contact_Information:
Contact_Organization_Primary:
Contact_Organization: TerraPoint USA Inc
Contact_Electronic_Mail_Address: <http://www.terrapoint.com>
Process_Step:
Process_Description:
Surface generation
Bare Earth Point Data (DTM) Ground returns were used to construct a triangulated irregular network (TIN) which was then sampled at 3 or 6 foot intervals to produce the elevation raster
Full Feature or All Return Point Data (DEM) All LIDAR returns were used to construct a triangulated irregular network (TIN) which was then sampled at 3 or 6 foot intervals to produce the elevation raster
Process_Contact:
Contact_Information:
Contact_Organization_Primary:
Contact_Organization: TerraPoint USA Inc
Contact_Electronic_Mail_Address: <http://www.terrapoint.com>
Spatial_Data_Organization_Information:
Raster_Object_Information:
Raster_Object_Type:
All Return Text File (All Return)
All collected data delivered in ASCII text file format (space delimited) with the following columns • Classification Code (3 = Ground, 5 = Vegetation/Non-Ground, 99 = Blunder) • Echo Type • Index • Line Number • GPS Time (seconds)• Easting (US feet) • Northing (US feet) • Elevation (Orthmetric, US feet)Data is delivered by 1/25th of a USGS quarter quad in gzipped .xyz files
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Raster_Object_Type:
Bare Earth Point Data (DTM) Delivered in Two Formats
(1) ASCII Text file with one record per return in east north elevation space delimited format, gzipped by quarter quad
File List:
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2) ArcInfo Exchange File Format (e00), with 6 foot grid spacing, gzipped by quarter quad
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q48121a81.e00.gz
q48121a82.e00.gz
q48121a83.e00.gz
q48121a84.e00.gz
q48121b73.e00.gz
q48121b83.e00.gz
q48121b84.e00.gz
q48122a11.e00.gz
q48122a12.e00.gz
q48122a13.e00.gz
q48122a14.e00.gz
q48122a22.e00.gz
q48122a23.e00.gz
q48122a24.e00.gz
q48122b11.e00.gz
q48122b12.e00.gz
q48122b13.e00.gz
q48122b14.e00.gz
q48122b21.e00.gz
q48122b22.e00.gz
q48122b23.e00.gz
q48122b24.e00.gz
q48122c13.e00.gz
q48122c14.e00.gz
q48122c23.e00.gz
q48122c24.e00.gz
Raster_Object_Type:
Bare Earth Point Data (DTM) Delivered in Two Formats
(1) ASCII Text file with one record per return in east north elevation space delimited format, gzipped by quarter quad
File List:
q47121g71.xyz.gz
q47121g81.xyz.gz
q47121g82.xyz.gz
q47121g83.xyz.gz
q47121h71.xyz.gz
q47121h73.xyz.gz
q47121h81.xyz.gz
q47121h82.xyz.gz
q47121h83.xyz.gz
q47121h84.xyz.gz
q47122g11.xyz.gz
q47122g12.xyz.gz
q47122g13.xyz.gz
q47122g14.xyz.gz
q47122g21.xyz.gz
q47122g22.xyz.gz
q47122g31.xyz.gz
q47122g32.xyz.gz
q47122g33.xyz.gz
q47122g34.xyz.gz
q47122g42.xyz.gz
q47122g44.xyz.gz
q47122h11.xyz.gz
q47122h12.xyz.gz
q47122h13.xyz.gz
q47122h14.xyz.gz
q47122h21.xyz.gz
q47122h22.xyz.gz
q47122h23.xyz.gz
q47122h24.xyz.gz
q47122h32.xyz.gz
q47122h33.xyz.gz
q47122h34.xyz.gz
q48121a61.xyz.gz
q48121a71.xyz.gz
q48121a72.xyz.gz
q48121a73.xyz.gz
q48121a81.xyz.gz
q48121a82.xyz.gz
q48121a83.xyz.gz
q48121a84.xyz.gz
q48121b73.xyz.gz
q48121b83.xyz.gz
q48121b84.xyz.gz
q48122a11.xyz.gz
q48122a12.xyz.gz
q48122a13.xyz.gz
q48122a14.xyz.gz
q48122a22.xyz.gz
q48122a23.xyz.gz
q48122a24.xyz.gz
q48122b11.xyz.gz
q48122b12.xyz.gz
q48122b13.xyz.gz
q48122b14.xyz.gz
q48122b21.xyz.gz
q48122b22.xyz.gz
q48122b23.xyz.gz
q48122b24.xyz.gz
q48122c13.xyz.gz
q48122c14.xyz.gz
q48122c23.xyz.gz
q48122c24.xyz.gz
(2) ArcInfo Exchange File Format (e00), with 3 foot grid spacing, gzipped by quarter quad
File List:
q47121g71.e00.gz
q47121g81.e00.gz
q47121g82.e00.gz
q47121g83.e00.gz
q47121h71.e00.gz
q47121h73.e00.gz
q47121h81.e00.gz
q47121h82.e00.gz
q47121h83.e00.gz
q47121h84.e00.gz
q47122g11.e00.gz
q47122g12.e00.gz
q47122g13.e00.gz
q47122g14.e00.gz
q47122g21.e00.gz
q47122g22.e00.gz
q47122g31.e00.gz
q47122g32.e00.gz
q47122g33.e00.gz
q47122g34.e00.gz
q47122g42.e00.gz
q47122g44.e00.gz
q47122h11.e00.gz
q47122h12.e00.gz
q47122h13.e00.gz
q47122h14.e00.gz
q47122h21.e00.gz
q47122h22.e00.gz
q47122h23.e00.gz
q47122h24.e00.gz
q47122h32.e00.gz
q47122h33.e00.gz
q47122h34.e00.gz
q48121a61.e00.gz
q48121a71.e00.gz
q48121a72.e00.gz
q48121a73.e00.gz
q48121a81.e00.gz
q48121a82.e00.gz
q48121a83.e00.gz
q48121a84.e00.gz
q48121b73.e00.gz
q48121b83.e00.gz
q48121b84.e00.gz
q48122a11.e00.gz
q48122a12.e00.gz
q48122a13.e00.gz
q48122a14.e00.gz
q48122a22.e00.gz
q48122a23.e00.gz
q48122a24.e00.gz
q48122b11.e00.gz
q48122b12.e00.gz
q48122b13.e00.gz
q48122b14.e00.gz
q48122b21.e00.gz
q48122b22.e00.gz
q48122b23.e00.gz
q48122b24.e00.gz
q48122c13.e00.gz
q48122c14.e00.gz
q48122c23.e00.gz
q48122c24.e00.gz
Raster_Object_Type:
Full Feature Point Data (DEM) Delivered in Two Formats
(1) ASCII Text file with one record per return in east north elevation space delimited format, gzipped by quarter quad
File List:
q47121g71.xyz.gz
q47121g81.xyz.gz
q47121g82.xyz.gz
q47121g83.xyz.gz
q47121h71.xyz.gz
q47121h73.xyz.gz
q47121h81.xyz.gz
q47121h82.xyz.gz
q47121h83.xyz.gz
q47121h84.xyz.gz
q47122g11.xyz.gz
q47122g12.xyz.gz
q47122g13.xyz.gz
q47122g14.xyz.gz
q47122g21.xyz.gz
q47122g22.xyz.gz
q47122g31.xyz.gz
q47122g32.xyz.gz
q47122g33.xyz.gz
q47122g34.xyz.gz
q47122g42.xyz.gz
q47122g44.xyz.gz
q47122h11.xyz.gz
q47122h12.xyz.gz
q47122h13.xyz.gz
q47122h14.xyz.gz
q47122h21.xyz.gz
q47122h22.xyz.gz
q47122h23.xyz.gz
q47122h24.xyz.gz
q47122h32.xyz.gz
q47122h33.xyz.gz
q47122h34.xyz.gz
q48121a61.xyz.gz
q48121a71.xyz.gz
q48121a72.xyz.gz
q48121a73.xyz.gz
q48121a81.xyz.gz
q48121a82.xyz.gz
q48121a83.xyz.gz
q48121a84.xyz.gz
q48121b73.xyz.gz
q48121b83.xyz.gz
q48121b84.xyz.gz
q48122a11.xyz.gz
q48122a12.xyz.gz
q48122a13.xyz.gz
q48122a14.xyz.gz
q48122a22.xyz.gz
q48122a23.xyz.gz
q48122a24.xyz.gz
q48122b11.xyz.gz
q48122b12.xyz.gz
q48122b13.xyz.gz
q48122b14.xyz.gz
q48122b21.xyz.gz
q48122b22.xyz.gz
q48122b23.xyz.gz
q48122b24.xyz.gz
q48122c13.xyz.gz
q48122c14.xyz.gz
q48122c23.xyz.gz
q48122c24.xyz.gz
(2) ArcInfo Exchange File Format (e00), with 6 foot grid spacing, gzipped by quarter quad
File List:
q47121g71.e00.gz
q47121g81.e00.gz
q47121g82.e00.gz
q47121g83.e00.gz
q47121h71.e00.gz
q47121h73.e00.gz
q47121h81.e00.gz
q47121h82.e00.gz
q47121h83.e00.gz
q47121h84.e00.gz
q47122g11.e00.gz
q47122g12.e00.gz
q47122g13.e00.gz
q47122g14.e00.gz
q47122g21.e00.gz
q47122g22.e00.gz
q47122g31.e00.gz
q47122g32.e00.gz
q47122g33.e00.gz
q47122g34.e00.gz
q47122g42.e00.gz
q47122g44.e00.gz
q47122h11.e00.gz
q47122h12.e00.gz
q47122h13.e00.gz
q47122h14.e00.gz
q47122h21.e00.gz
q47122h22.e00.gz
q47122h23.e00.gz
q47122h24.e00.gz
q47122h32.e00.gz
q47122h33.e00.gz
q47122h34.e00.gz
q48121a61.e00.gz
q48121a71.e00.gz
q48121a72.e00.gz
q48121a73.e00.gz
q48121a81.e00.gz
q48121a82.e00.gz
q48121a83.e00.gz
q48121a84.e00.gz
q48121b73.e00.gz
q48121b83.e00.gz
q48121b84.e00.gz
q48122a11.e00.gz
q48122a12.e00.gz
q48122a13.e00.gz
q48122a14.e00.gz
q48122a22.e00.gz
q48122a23.e00.gz
q48122a24.e00.gz
q48122b11.e00.gz
q48122b12.e00.gz
q48122b13.e00.gz
q48122b14.e00.gz
q48122b21.e00.gz
q48122b22.e00.gz
q48122b23.e00.gz
q48122b24.e00.gz
q48122c13.e00.gz
q48122c14.e00.gz
q48122c23.e00.gz
q48122c24.e00.gz
Raster_Object_Type:
Full Feature Point Data (DEM) Delivered in Two Formats
(1) ASCII Text file with one record per return in east north elevation space delimited format, gzipped by quarter quad
File List:
q47121g71.xyz.gz
q47121g81.xyz.gz
q47121g82.xyz.gz
q47121g83.xyz.gz
q47121h71.xyz.gz
q47121h73.xyz.gz
q47121h81.xyz.gz
q47121h82.xyz.gz
q47121h83.xyz.gz
q47121h84.xyz.gz
q47122g11.xyz.gz
q47122g12.xyz.gz
q47122g13.xyz.gz
q47122g14.xyz.gz
q47122g21.xyz.gz
q47122g22.xyz.gz
q47122g31.xyz.gz
q47122g32.xyz.gz
q47122g33.xyz.gz
q47122g34.xyz.gz
q47122g42.xyz.gz
q47122g44.xyz.gz
q47122h11.xyz.gz
q47122h12.xyz.gz
q47122h13.xyz.gz
q47122h14.xyz.gz
q47122h21.xyz.gz
q47122h22.xyz.gz
q47122h23.xyz.gz
q47122h24.xyz.gz
q47122h32.xyz.gz
q47122h33.xyz.gz
q47122h34.xyz.gz
q48121a61.xyz.gz
q48121a71.xyz.gz
q48121a72.xyz.gz
q48121a73.xyz.gz
q48121a81.xyz.gz
q48121a82.xyz.gz
q48121a83.xyz.gz
q48121a84.xyz.gz
q48121b73.xyz.gz
q48121b83.xyz.gz
q48121b84.xyz.gz
q48122a11.xyz.gz
q48122a12.xyz.gz
q48122a13.xyz.gz
q48122a14.xyz.gz
q48122a22.xyz.gz
q48122a23.xyz.gz
q48122a24.xyz.gz
q48122b11.xyz.gz
q48122b12.xyz.gz
q48122b13.xyz.gz
q48122b14.xyz.gz
q48122b21.xyz.gz
q48122b22.xyz.gz
q48122b23.xyz.gz
q48122b24.xyz.gz
q48122c13.xyz.gz
q48122c14.xyz.gz
q48122c23.xyz.gz
q48122c24.xyz.gz
(2) ArcInfo Exchange File Format (e00), with 3 foot grid spacing, gzipped by quarter quad
File List:
q47121g71.e00.gz
q47121g81.e00.gz
q47121g82.e00.gz
q47121g83.e00.gz
q47121h71.e00.gz
q47121h73.e00.gz
q47121h81.e00.gz
q47121h82.e00.gz
q47121h83.e00.gz
q47121h84.e00.gz
q47122g11.e00.gz
q47122g12.e00.gz
q47122g13.e00.gz
q47122g14.e00.gz
q47122g21.e00.gz
q47122g22.e00.gz
q47122g31.e00.gz
q47122g32.e00.gz
q47122g33.e00.gz
q47122g34.e00.gz
q47122g42.e00.gz
q47122g44.e00.gz
q47122h11.e00.gz
q47122h12.e00.gz
q47122h13.e00.gz
q47122h14.e00.gz
q47122h21.e00.gz
q47122h22.e00.gz
q47122h23.e00.gz
q47122h24.e00.gz
q47122h32.e00.gz
q47122h33.e00.gz
q47122h34.e00.gz
q48121a61.e00.gz
q48121a71.e00.gz
q48121a72.e00.gz
q48121a73.e00.gz
q48121a81.e00.gz
q48121a82.e00.gz
q48121a83.e00.gz
q48121a84.e00.gz
q48121b73.e00.gz
q48121b83.e00.gz
q48121b84.e00.gz
q48122a11.e00.gz
q48122a12.e00.gz
q48122a13.e00.gz
q48122a14.e00.gz
q48122a22.e00.gz
q48122a23.e00.gz
q48122a24.e00.gz
q48122b11.e00.gz
q48122b12.e00.gz
q48122b13.e00.gz
q48122b14.e00.gz
q48122b21.e00.gz
q48122b22.e00.gz
q48122b23.e00.gz
q48122b24.e00.gz
q48122c13.e00.gz
q48122c14.e00.gz
q48122c23.e00.gz
q48122c24.e00.gz
Raster_Object_Type:
Trajectory Files consisting of .shp, .dbf, .shx, .prj. All files Gziped.
File List:
u605057a_spwn.dbf.gz
u605057a_spwn.prj.gz
u605057a_spwn.shp.gz
u605057a_spwn.shx.gz
u606084a_spwn.dbf.gz
u606084a_spwn.prj.gz
u606084a_spwn.shp.gz
u606084a_spwn.shx.gz
u606086a_spwn.dbf.gz
u606086a_spwn.prj.gz
u606086a_spwn.shp.gz
u606086a_spwn.shx.gz
u606089a_spwn.dbf.gz
u606089a_spwn.prj.gz
u606089a_spwn.shp.gz
u606089a_spwn.shx.gz
u606091a_spwn.dbf.gz
u606091a_spwn.prj.gz
u606091a_spwn.shp.gz
u606091a_spwn.shx.gz
u606097a_spwn.dbf.gz
u606097a_spwn.prj.gz
u606097a_spwn.shp.gz
u606097a_spwn.shx.gz
u606098a_spwn.dbf.gz
u606098a_spwn.prj.gz
u606098a_spwn.shp.gz
u606098a_spwn.shx.gz
u606101a_spwn.dbf.gz
u606101a_spwn.prj.gz
u606101a_spwn.shp.gz
u606101a_spwn.shx.gz
u705054a_spwn.dbf.gz
u705054a_spwn.prj.gz
u705054a_spwn.shp.gz
u705054a_spwn.shx.gz
u705055a_spwn.dbf.gz
u705055a_spwn.prj.gz
u705055a_spwn.shp.gz
u705055a_spwn.shx.gz
u705057a_spwn.dbf.gz
u705057a_spwn.prj.gz
u705057a_spwn.shp.gz
u705057a_spwn.shx.gz
u705058a_spwn.dbf.gz
u705058a_spwn.shp.gz
u705058a_spwn.shx.gz
Spatial_Reference_Information:
Horizontal_Coordinate_System_Definition:
Planar:
Grid_Coordinate_System:
State_Plane_Coordinate_System:
SPCS_Zone_Identifier: 4601-Washington North
Planar_Coordinate_Information:
Planar_Coordinate_Encoding_Method: row and column
Coordinate_Representation:
Abscissa_Resolution: 3
Ordinate_Resolution: 3
Planar_Distance_Units: US Survey Foot
Geodetic_Model:
Horizontal_Datum_Name: North American Datum of 1983 (HPGN)
Ellipsoid_Name: Geodetic Reference System 80
Semi-major_Axis: 6378137.000000
Denominator_of_Flattening_Ratio: 298.257222
Vertical_Coordinate_System_Definition:
Altitude_System_Definition:
Altitude_Datum_Name: NAVD88 (GEOID03)
Altitude_Distance_Units: US Survey Foot
Spatial_Reference_Information:
Horizontal_Coordinate_System_Definition:
Planar:
Grid_Coordinate_System:
State_Plane_Coordinate_System:
SPCS_Zone_Identifier: 4601-Washington North
Planar_Coordinate_Information:
Planar_Coordinate_Encoding_Method: row and column
Coordinate_Representation:
Abscissa_Resolution: 6
Ordinate_Resolution: 6
Planar_Distance_Units: US Survey Foot
Geodetic_Model:
Horizontal_Datum_Name: North American Datum of 1983 (HPGN)
Ellipsoid_Name: Geodetic Reference System 80
Semi-major_Axis: 6378137.000000
Denominator_of_Flattening_Ratio: 298.257222
Vertical_Coordinate_System_Definition:
Altitude_System_Definition:
Altitude_Datum_Name: NAVD88 (GEOID03)
Altitude_Distance_Units: US Survey Foot
Entity_and_Attribute_Information:
Overview_Description:
Entity_and_Attribute_Overview: There are no other attributes other than the elevation values and the encoded values for easting and northing coordinates. There are no attached attribute tables.
Distribution_Information:
Distributor:
Contact_Information:
Contact_Organization_Primary:
Contact_Organization: David Evans & Associates
Metadata_Reference_Information:
Metadata_Date:
Metadata_Contact:
Contact_Information:
Contact_Person_Primary:
Contact_Person: Joe Sackett
Contact_Organization: Terrapoint USA Inc
Contact_Position: Sr. Data Analyst
Contact_Address:
Address_Type: mailing address
Address: 25216 Grogans Park Drive
City: The Woodlands
State_or_Province: TX
Postal_Code: 77380
Country: USA
Contact_Voice_Telephone: 281-363-8203
Contact_Electronic_Mail_Address: joe.sackett@terrapoint.com
Metadata_Standard_Name: FGDC Content Standards for Digital Geospatial Metadata
Metadata_Standard_Version: FGDC-STD-001-1998
Metadata_Time_Convention: local time
Metadata_Extensions:
Online_Linkage: <http://www.esri.com/metadata/esriprof80.html>
Profile_Name: ESRI Metadata Profile