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Gis   Director: Gina  Herbst Gis   Director: Gina  Herbst

Gis Director: Gina Herbst - PowerPoint Presentation

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Gis Director: Gina Herbst - PPT Presentation

Email GINA AGLSurveyscom WWWAGLSurveyscom Principal Victor M Rasgado PLS 8113 Certified DBEMEB EmailVICTORAGLSurveyscom WWWAGLSurveyscom ph8058686288 fax 8059377772 Copyright 2010 2012 Victor M Rasgado ID: 780594

aglsurveys gis vertical victor gis aglsurveys victor vertical benchmarks gps beach 805 horizontal city pismo deliverables california layer control

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Presentation Transcript

Slide1

Gis

Director: Gina HerbstEmail:GINA@AGLSurveys.comWWW.AGLSurveys.com

Principal : Victor M. Rasgado, PLS 8113

Certified DBE/MEB

Email:VICTOR@AGLSurveys.comWWW.AGLSurveys.comph:805-868-6288 fax: 805-937-7772

Copyright ©2010 - 2012 Victor M. Rasgado

Slide2

Intro

Victor M. Rasgado P.L.S. 8113Santa Maria High School - Alumni 1985U.S. Army Veteran – 1989University of Alaska, Anchorage – Alumni 1995GIS Specialist – Richland County Planning Dept, South Carolina – 1998

California - Professional Land Surveyor – 2006

Applied

Geomatics & Land Surveys – 2010CLSA GIS Committee Chair - Present

Slide3

Horizontal and Vertical Control NetworkExpedite The Flow of

Geodata….Establish horizontal and vertical positions on newly established benchmarks throughout the City of Pismo Beach.Provide benchmark information via hard copy and as a GIS layer.Incorporate new Geodata into the City of Pismo Beach's GIS.City of Pismo beach

Slide4

Horizontal and Vertical Control Networks

Past GPS Surveys – Santa Maria Valley GPS Network 4 Survey Crews4 GPS ReceiversCommunications between Crews and Setup - CRITICAL1 ½ hour GPS Static SessionsMission Planning for GPS observationsNightime OperationsStatic Session on Known HPGN Control Monuments½ Million Dollar Investment - 1996background

Slide5

background

Slide6

objectives

Defendable, Accessible, Reliable - DAR Utilize new technological advances for measuring the surface of the earth, (Science of Geomatics), along with traditional Land Surveying and GIS Mapping practices in order to provide Efficient, Reliable, and Cost Effective data to the City of Pismo Beach.

Email:Victor@AGLSurveys.com

www.AGLSurveys.com

ph:805-868-6288

Slide7

objectives

Horizontal Datum Horizontal accuracies to comply with California Public Resources Code 8856 having a positional accuracy of two centimeters or better.GPS static measurements to the California Continuous Operating Reference Stations (CORS). Geodetic coordinates for CORS stations USLO, P516, and P513 used as the basis for this survey.Benchmarks and GIS mapping referenced to the California Coordinate System 1983, CCS83, (epoch 2011), Zone 5.

Slide8

objectives

Vertical Datum Vertical accuracies to comply with California Public Resources Code 8858 having a positional accuracy of five centimeters or better. Benchmark "Beach 1974“ elevation held for this survey, having a published elevation of 122.42' feet.Benchmarks and GIS mapping referenced to the North American Vertical Datum of 1988 (NAVD88) through ties to established local benchmarks within the City of Pismo Beach.GIS Data 

GIS Layer containing the newly established benchmark locations incorporated into a geodatabase

along with attributes with spatial links to field notes and digital imagery for each point.

Slide9

Techniques and Equipment used

Primary ControlPrimary benchmarks observed for 30 minutes and post-processed using Trimble Business Center software version 2.5 along with CORS stations USLO, P516, and P513 . Least Squares adjustment processed using Trimble Business Center software version 2.5 Residuals printed and included in the surveyor's report.

45

Primary Control Points Set

Slide10

Techniques and Equipment used

Secondary ControlNGS Field Guidelines for RTK/RTN GPS measurements followed. http://www.ngs.noaa.gov/PUBS_LIB/NGSRealTimeUserGuidelines.v2.0.4.pdfSecondary benchmarks observed for (two) 3 minutes occupations and post-processed using an Excel spreadsheet designed to compare points and average after verifying positional and vertical tolerances.+/- 150 Secondary Points to be set.

Slide11

deliverables

Survey Field Notes

Slide12

deliverables

Least Squares Adjustment Report and Final Coordinate Solution for Primary Control Benchmarks

Slide13

deliverables

GIS Layer

Slide14

deliverables

GIS Layer

Slide15

deliverables

GIS Layer

Slide16

Keys to success

Constant Communication with ClientAdapt to Clients NeedsTeam Work Mission Planning and Point Management

Guidelines for New Technologies and Implementations

Good Food and Company

Slide17

Gis

Director: Gina HerbstEmail:GINA@AGLSurveys.comWWW.AGLSurveys.com

Principal : Victor M. Rasgado, PLS 8113

Certified DBE/MEB

Email:VICTOR@AGLSurveys.comWWW.AGLSurveys.comph:805-868-6288 fax: 805-937-7772

Copyright ©2010 - 2012 Victor M. Rasgado