SURVEYING AND MAPPING, INC. COORDINATE DATA SHEET JOB: CITY OF DECATUR CLIENT: CITY OF DECATUR SAM JOB#:

Similar documents
NGS Data Sheets for Rifle HARN Points

Town of Chino Valley. Survey Control Network Report. mgfneerhg mc N. Willow Creek Road Prescott AZ

CONTROL MONUMENT REPORT

HORIZONTAL PROJECTION PARAMETERS: DANE COUNTY COORDINATES

4 Survey Datums. 4.1 Horizontal Datum Policy SURVEY DATUMS SEPTEMBER 2006

TOWN OF WESTLAKE GPS CONTROL MONUMENTS 1-10

Control Surveys and Coordinate Systems

SOURCE: NAVD88 (Computed using GEOID12B)

GISC3325 Spring 2011 Final Exam

Low Distortion Projections Part 2 Ground versus Grid

Scott A. True Project Scientist Geodesy & Geophysics Division Basic and Applied Research Office InnoVision Directorate

Preventing Coordinate- System Confusion (maybe?)

ALLEGHENY COUNTY AIRPORT AUTHORITY PITTSBURGH INTERNATIONAL AIRPORT

SDI Standard Survey Report

Boolean Operators and Topological OVERLAY FUNCTIONS IN GIS

NCEES FS Practice Exam

SDI Standard Survey Report

Latitude and Longitude Pre Test

GIS in Water Resources Fall 2018 Homework #1

WHERE ARE YOU? Maps & Geospatial Concepts Fall 2012

Positioning the Pacific: NOAA s Geospatial Activities. Juliana Blackwell, Director NOAA s National Geodetic Survey March 6, 2012

WHERE ARE YOU? Maps & Geospatial Concepts Fall 2015

GEOIDS FAQ. November

Computer Applications in Engineering and Construction Programming Assignment #2 Municipal Boundaries in State Plane Coordinates

Lesson 5: Map Scale and Projections

Meeting the ODOT Survey & Mapping Specifications

El Paso E & P Company, L.P. SDI Standard Survey Report

El Paso E & P Company, L.P. SDI Standard Survey Report

METADATA. Publication Date: Fiscal Year Cooperative Purchase Program Geospatial Data Presentation Form: Map Publication Information:

BUILDING AN ACCURATE GIS


ch02.pdf chap2.pdf chap02.pdf


METHODOLOGY & TESTING PROCEDURE

Understanding Projections for GIS

Appendix C Surface Water and Groundwater Interaction Memorandum

GRAVITY SURVEY TEELS MARSH PROSPECT

NATRF 2022 AND LDP OCTOBER 11, 2017

Map Projections. What does the world look like? AITOFF AZIMUTHAL EQUIDISTANT BEHRMANN EQUAL AREA CYLINDRICAL

The Canadian Height Modernization Initiative. Information for British Columbia Stakeholders / Clients

When the Earth Was Flat. Measurements were made using a plumb bob, a spirit level, and a stick. Also, the Stars.

NGS and the Modernization of the National Spatial Reference System (NSRS)

Geog Lecture 29 Mapping and GIS Continued

The National Spatial Reference System of the Future

April 24, :00 to 5:00 p.m.

Fusion of Geodesy and GIS at NOAA s National Geodetic Survey

FOR LEASE ±1,800 SF OUTPARCEL NEW CONSTRUCTION, SINGLE TENANT

Regulatory Report (Grid North)

REFERENCING COORDINATE SYSTEMS MAP PROJECTIONS GEOREFERENCING

What is a Map Projection?

Map projections. Rüdiger Gens

Regulatory Report (Grid North)

Crane County, TX Sec. 37, Block 31, University Lands Survey University Lands A 37 #1H. Wellbore #1. Survey: MWD

Appendix B Calculating Pipe Length and Mean Slope from GPS Data

ELECTRONICS DIVISION INTERNAL REPORT NO. 324

National Oilwell Varco Survey Report

Georeferencing, Map Projections, Cartographic Concepts. -Coordinate Systems -Datum

What is Geodesy? Types of Geodesy terrestrial or classical geodesy space geodesy theoretical geodesy

Metadata for 2005 Orthophotography Products

Laboratory Exercise #2 Introduction to Quadrangle Maps

Laboratory Exercise #2 Introduction to Quadrangle Maps

Homework. In GIS Fundamentals book, Chapter 2, exact formula

Geologic Hazards Field Assessment

About places and/or important events Landmarks Maps How the land is, hills or flat or mountain range Connected to maps World Different countries

This week s topics. Week 6. FE 257. GIS and Forest Engineering Applications. Week 6

Company: HighMount Exploration & Production Site: University Unit Well: #11-3H Project: Crockett County, Texas (NAD 27) Rig Name: Nabors M17

Outline. Shape of the Earth. Geographic Coordinates (φ, λ, z) Ellipsoid or Spheroid Rotate an ellipse around an axis. Ellipse.

SlimPulse FS Original Hole Ft August 12, 2017

ARES ENERGY, LTD. SDI Survey Report. Fuhrman-Mascho Andrews County, Texas (Grid North) University 13 #2H VH - Job # KW-204.

GIS in Water Resources. Fall Homework #1

Introduction to Geographic Information Science. Updates/News. Last Lecture. Geography 4103 / Map Projections and Coordinate Systems

Topographic Maps and Profiles

Different types of maps and how to read them.

Publication 15_H055. Absolute and Relative Gravity Survey University of Hawai i-manoa and Pier 35 Honolulu, Hawai i. February - March 2015

Geo Referencing & Map projections CGI-GIRS 0910

12/26/2012. Geographic Information Systems * * * * GIS (... yrezaei

Geographic Information Systems class # 1 February 19, Coordinate reference systems in GIS: geodetic coordinates

Unit 1 Physical Setting

Geo Referencing & Map projections CGI-GIRS 0910

Distance Determination between the MINOS Detectors for TOF Measurements. Dr. Virgil Bocean Alignment & Metrology Department Fermilab

Canadian Digital Elevation Data

This Land Surveying course has been developed by Failure & Damage Analysis, Inc.

VT State Plane. Daniel J. Martin National Geodetic Survey VT Geodetic Advisor. VSLS Conference Rutland VT April 11, 2008

RAILROAD COMMISSION OF TEXAS Oil & Gas Division P.O. Drawer Capitol Station Austin, TX

Analytical and Computer Cartography Lecture 3: Review: Coordinate Systems

International Journal of Computer Science and Telecommunications [Volume 3, Issue 7, July 2012] 109. Levelling with GPS. Dr. Nagi Zomrawi Mohammed

Intro to GIS Fall 2010 Georeferencing & Map Projections

Mapping coordinate systems

GPS Strain & Earthquakes Unit 3: Finding location and velocity data for PBO GPS stations

EnvSci360 Computer and Analytical Cartography

1 i12 4( H nnd Fl) (2 F Fxhtht I} Pa:e of

The Elements of GIS. Organizing Data and Information. The GIS Database. MAP and ATRIBUTE INFORMATION

Geographic coordinate systems

Laboratory Topic 4: Projections and Geo-Positioning in ArcGIS [ LAEP/GEOG c188 ]

Map projections. Rüdiger Gens

Evaluation of GPS in Orthometric Heights Determination in Khartoum State (Sudan)

Standard Indicator That s the Latitude! Students will use latitude and longitude to locate places in Indiana and other parts of the world.

MODERNIZATION OF THE NSRS

Lab Topographic Maps. Name: Partner: Purpose. Background Information

Lab 9: Satellite Geodesy (35 points)

Transcription:

13 March 2001 SURVEYING AND MAPPING, INC. COORDINATE DATA SHEET JOB: CITY OF DECATUR CLIENT: CITY OF DECATUR SAM JOB#: 21038-20 HORIZONTAL DATUM: NAD-83 GEODETIC VERTICAL STATION ID LATITUDE LONGITUDE ELEVATION 001 33 15'25.05313"N 097 38'53.27566"W 877.35 002 33 16'37.95381"N 097 39'37.12621"W 812.59 003 33 16'17.49090"N 097 33'16.34394"W 904.82 004 33 16'12.55529"N 097 32'43.32348"W 903.14 005 33 11'53.33874"N 097 33'11.63128"W 980.74 006 33 11'20.75824"N 097 33'22.42855"W 989.77 007 33 11'10.96430"N 097 39'31.07867"W 780.80 008 33 11'30.73080"N 097 39'22.45211"W 815.91 009 33 13'51.50084"N 097 36'55.49163"W 920.87 010 33 14'17.52680"N 097 36'03.93950"W 1053.91 011 33 14'05.33737"N 097 35'04.77975"W 1082.41 012 33 13'17.01803"N 097 35'42.75164"W 974.60 013 33 12'52.87959"N 097 34'09.55654"W 1045.11 HORIZONTAL DATUM: NAD-83 COORDINATE SYSTEM: U.S. STATE PLANE 1983 (1993 HARN) ZONE: TEXAS NORTH CENTRAL (4202) STATION ID NORTHING EASTING ELEVATION 001 7141290.249 2228892.364 877.35 002 7148627.682 2225110.251 812.59 003 7146834.335 2257452.457 904.82 004 7146360.892 2260260.176 903.14 005 7120142.902 2258093.114 980.74 006 7116842.112 2257205.326 989.77 007 7115586.193 2225888.278 780.80 008 7117589.658 2226605.277 815.91 009 7131918.506 2238972.662 920.87 010 7134585.849 2243328.573 1053.91 011 7133397.372 2248363.435 1082.41 012 7128486.306 2245180.615 974.60 013 7126116.053 2253118.299 1045.11 TO ADJUST THE ABOVE GRID COORDINATES TO SURFACE VALUES, MULTIPLY THEM BY THE COMBINED

HORIZONTAL CONTROL POINTS DATUM: NAD-83 COORDINATE SYSTEM: U.S. STATE PLANE 1983 (1993 HARN) ZONE: TEXAS NORTH CENTRAL (4202) STATION ID LATITUDE LONGITUDE E 1486 33 25'03.75207"N 097 44'38.87982"W IF9 A 33 10'55.30621"N 097 49'46.61957"W 8F7 A 33 15'18.57826"N 097 34'51.57108"W WOODIE 33 08'56.53528"N 097 31'50.67738"W VERTICAL CONTRL POINTS DATUM: NAVD-88 GEOID: GEOID 1999 STATION ID ELEVATION 8F7 A 1045.06 WOODIE 1040.83 E 1486 930.06 R 190 767.68 PROCESSING NOTES: THE ELEVATION FOR STATION 8F7 A WAS ESTABLISHED BY RUNNING A 3- WIRE LEVEL LOOP FROM THE FIRST ORDER NGS BENCH MARK P 132 ( ELEV. 1059.24 ) TO STATION 8F7 A. THE LOOP WAS CLOSED BACK TO BENCH MARK P 132 WITH NO VERTICAL ERROR. GPS PROCESSING BY: SURVEYING AND MAPPING, INC. 4209 CAPITOL OF TEXAS HIGHWAY SOUTH, SUITE 125 AUSTIN, TEXAS 78704 (512) 447-0575 FAX: (512) 326-3029

SURVEYED BY: SAM Inc. AUSTIN, TEXAS MONUMENT REFERENCE No.: 1 DATE MONUMENT ESTABLISHED: MARCH 13, 2001 GRID NORTHING: 7141290.25 GRID EASTING: 2228892.36 LATITUDE: 33 15 25.05313 N LONGITUDE: 097 38 53.27566 W ELEVATION: 877.35 MONUMENT DESCRIPTION: BRASS DISK SET IN CONCRETE STAMPED 1 DRIVE TO DESCRIPTION: NORTH R.O.W. OF F.M. 1810, APPROXIMATELY 1.45 MI. SOUTH OF THE INTERSECTION WITH Co. Rd. 1180.

MONUMENT REFERENCE No.: 2 DATE MONUMENT ESTABLISHED: MARCH 13, 2001 GRID NORTHING: 7148627.68 GRID EASTING: 2225110.25 LATITUDE: 33 16 37.95381 N LONGITUDE: 097 39 37.12621 W ELEVATION: 812.59 MONUMENT DESCRIPTION: BRASS DISK SET IN CONCRETE STAMPED 2 DRIVE TO DESCRIPTION: WEST R.O.W. OF Co. Rd. 1260, AT DEAD END.

MONUMENT REFERENCE No.: 3 DATE MONUMENT ESTABLISHED: MARCH 13, 2001 GRID NORTHING: 7146834.34 GRID EASTING: 2257452.46 LATITUDE: 33 16 17.49090 N LONGITUDE: 097 33 16.34394 W ELEVATION: 904.82 MONUMENT DESCRIPTION: BRASS DISK SET IN CONCRETE STAMPED 3 DRIVE TO DESCRIPTION: IN GRASS ISLAND AT THE INTERSECTION OF Co. Rd. 2228 AND GREENWOOD Rd.

MONUMENT REFERENCE No.: 4 DATE MONUMENT ESTABLISHED: MARCH 13, 2001 GRID NORTHING: 7146360.89 GRID EASTING: 2260260.18 LATITUDE: 33 16 12.55529 N LONGITUDE: 097 32 43.32348 W ELEVATION: 903.14 MONUMENT DESCRIPTION: BRASS DISK SET IN CONCRETE STAMPED 4 DRIVE TO DESCRIPTION: EAST R.O.W. OF FM 51, SOUTH OF CHARLIES Rd.

MONUMENT REFERENCE No.: 5 DATE MONUMENT ESTABLISHED: MARCH 13, 2001 GRID NORTHING: 7120142.90 GRID EASTING: 2258093.11 LATITUDE: 33 11 53.33874 N LONGITUDE: 097 33 11.63128 W ELEVATION: 980.74 MONUMENT DESCRIPTION: BRASS DISK SET IN CONCRETE STAMPED 5 DRIVE TO DESCRIPTION: NORTH R.O.W. OF Co. Rd. 2264, EAST OF THE INTERSECTION WITH US 287.

MONUMENT REFERENCE No.: 6 DATE MONUMENT ESTABLISHED: MARCH 13, 2001 GRID NORTHING: 7116842.11 GRID EASTING: 2257205.33 LATITUDE: 33 11 20.75824 N LONGITUDE: 097 33 22.42855 W ELEVATION: 989.77 MONUMENT DESCRIPTION: BRASS DISK SET IN CONCRETE STAMPED 6 DRIVE TO DESCRIPTION: WEST R.O.W. OF U.S. 287, SOUTH OF THE INTERSECTION WITH Co. Rd. 2264.

MONUMENT REFERENCE No.: 7 DATE MONUMENT ESTABLISHED: MARCH 13, 2001 GRID NORTHING: 7115586.19 GRID EASTING: 2225888.28 LATITUDE: 33 11 10.96430 N LONGITUDE: 097 39 31.07867 W ELEVATION: 780.80 MONUMENT DESCRIPTION: BRASS DISK SET IN CONCRETE STAMPED 7 DRIVE TO DESCRIPTION: NORTH R.O.W. OF Co. Rd. 3250.

MONUMENT REFERENCE No.: 8 DATE MONUMENT ESTABLISHED: MARCH 13, 2001 GRID NORTHING: 7117589.66 GRID EASTING: 2226605.28 LATITUDE: 33 11 30.73080 N LONGITUDE: 097 39 22.45211 W ELEVATION: 815.91 MONUMENT DESCRIPTION: BRASS DISK SET IN CONCRETE STAMPED 8 DRIVE TO DESCRIPTION: SOUTH R.O.W. OF Co. Rd. 3250, WEST OF THE INTERSECTION WITH Co. Rd. 3141.

SURVEYED GY: SAM, INC. AUSTIN, TEXAS MONUMENT REFERENCE No.: 9 DATE MONUMENT ESTABLISHED: MARCH 13, 2001 GRID NORTHING: 7131918.51 GRID EASTING: 2238972.66 LATITUDE: 33 13 51.50084 N LONGITUDE: 097 36 55.49163 W ELEVATION: 920.87 MONUMENT DESCRIPTION: BRASS DISK SET IN CONCRETE STAMPED 9 DRIVE TO DESCRIPTION: NORTH R.O.W. OF BUSINESS 380, EAST OF THE INTERSECTION WITH US 380.

SURVEYED GY: SAM, INC. AUSTIN, TEXAS MONUMENT REFERENCE No.: 10 DATE MONUMENT ESTABLISHED: MARCH 13, 2001 GRID NORTHING: 7134585.85 GRID EASTING: 2243328.57 LATITUDE: 33 14 17.52680 N LONGITUDE: 097 36 03.93950 W ELEVATION: 1053.91 MONUMENT DESCRIPTION: BRASS DISK SET IN CONCRETE STAMPED 10 DRIVE TO DESCRIPTION: SOUTH R.O.W. OF U.S. 380, AT THE INTERSECTION WITH U.S. 287.

MONUMENT REFERENCE No.: 11 DATE MONUMENT ESTABLISHED: MARCH 13, 2001 GRID NORTHING: 7133397.37 GRID EASTING: 2248363.44 LATITUDE: 33 14 05.33737 N LONGITUDE: 097 35 04.77975 W ELEVATION: 1082.41 MONUMENT DESCRIPTION: BRASS DISK SET IN CONCRETE STAMPED 11 DRIVE TO DESCRIPTION: NORTHWEST CORNER OF THE INTERSECTION OF E. WALNUT St. AND MILLER St.

MONUMENT REFERENCE No.: 12 DATE MONUMENT ESTABLISHED: MARCH 13, 2001 GRID NORTHING: 7128486.31 GRID EASTING: 2245180.62 LATITUDE: 33 13 17.01803 N LONGITUDE: 097 35 42.75164 W ELEVATION: 974.60 MONUMENT DESCRIPTION: BRASS DISK SET IN CONCRETE STAMPED 12 DRIVE TO DESCRIPTION: WEST R.O.W. OF HWY. 51, SOUTH OF THE INTERSECTION WITH THOMPSON St.

MONUMENT REFERENCE No.: 13 DATE MONUMENT ESTABLISHED: MARCH 13, 2001 GRID NORTHING: 7126116.05 GRID EASTING: 2253118.30 LATITUDE: 33 12 52.87959 N LONGITUDE: 097 34 09.55654 W ELEVATION: 1045.11 MONUMENT DESCRIPTION: BRASS DISK SET IN CONCRETE STAMPED 13 DRIVE TO DESCRIPTION: WEST R.O.W. OF BUSINESS 287/81, AT CARSON ELEMENTARY SCHOOL.