Levee/Dike Survey

ARC SURVEYING & MAPPING, INC. PROFESSIONAL SURVEYING SOLUTIONS SINCE 1986 www.arcsurveyors.com 5567 Commander Dr., Ste 101 5202 San Juan Ave 4160 Minton Road Arlington, TN 38002 Jacksonville, FL 32210 Melbourne, FL 32904 (901) 867-5333 (904) 384-8377 (321) 728-8688 Herbert Hoover Dike Land Side Survey Reach 1 Palm Beach County, Florida Arc Surveying and Mapping, Inc. was tasked by the Jacksonville District, US Army Corps of Engineers to provide surveying services on the easterly portion of Herbert Hoover Dike, Reach 1. The survey area of interest began at the Easterly toe of the existing dike and extended 500 foot landside. Cross sections of the existing dike were taken at 100 foot intervals for 22.2 miles. Data were collected at 50 foot maximum spacing and as necessary to define terrains, alignments and grade changes greater than 0.5 feet, and where roads and other feature alignments crossed through or ran adjacent to the survey area. Arc also located and detailed culverts, utilities, fences and other structures. Data were collected in strict compliance with ACOE manuals and standards and in compliance with State and Federal codes. Horizontal data were referenced to NAD 83 (2007) Florida State Plane, East Zone, US Survey feet. Elevations were referenced to the North American Vertical Datum of 1988 (NAVD88). Cad files were provided in Microstation, Version 8 format and in compliance with ACOE cad standards.

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Transcript of Levee/Dike Survey

ARC SURVEYING & MAPPING, INC. PROFESSIONAL SURVEYING SOLUTIONS SINCE 1986 www.arcsurveyors.com

5567 Commander Dr., Ste 101 5202 San Juan Ave 4160 Minton Road Arlington, TN 38002 Jacksonville, FL 32210 Melbourne, FL 32904 (901) 867-5333 (904) 384-8377 (321) 728-8688

Herbert Hoover Dike Land Side Survey Reach 1 Palm Beach County, Florida

Arc Surveying and Mapping, Inc. was tasked by the Jacksonville District, US Army Corps of Engineers to provide surveying services on the easterly portion of Herbert Hoover Dike, Reach 1. The survey area of interest began at the Easterly toe of the existing dike and extended 500 foot landside. Cross sections of the existing dike were taken at 100 foot intervals for 22.2 miles. Data were collected at 50 foot maximum spacing and as necessary to define terrains, alignments and grade changes greater than 0.5 feet, and where roads and other feature alignments crossed through or ran adjacent to the survey area. Arc also located and detailed culverts, utilities, fences and other structures. Data were collected in strict compliance with ACOE manuals and standards and in compliance with State and Federal codes. Horizontal data were referenced to NAD 83 (2007) Florida State Plane, East Zone, US Survey feet. Elevations were referenced to the North American Vertical Datum of 1988 (NAVD88). Cad files were provided in Microstation, Version 8 format and in compliance with ACOE cad standards.

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