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10 9 8 7 6 5 4 3 2
F
ST ~OHNS RIVER DUVAL COUNTY FLORIDA
BUOY 80 TO MAIN STREET BRIDGE E EXAMINATION SURVEY
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LOCATION MAP
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MAP SHEET NOTES
REFER TO SURVEY NO 11_178
ELEVATIONS ARE IN FEET AND TENTHS AND REFER TO THE NOM REPORTED MEAN LOWER LOW WATER TIDAL DATUM RELATIVE TO THE 1883-2001 TIDAL EPOCH
TIDAL REDUCTIONS WERE OBTAINED USING REAL-TIME KINEMATIC GPS (RTK) AND UTILIZING A HVPACK KINEMATIC llDAI DATlAtII (KTD) MODEL FILE BASED ON NOM VDATUM (FILE WoME -XHBR-IJDATlItM01cwgtRIL2eKTD)
ALL ELEVATIONS ARE BELOW THE CHART IYTUM UNLESS PRECEEDED BY A (+) SION
PLANE COORDINATES ARE BASED ON THE TRANSVERSE MERCATOR PRoECTlON FOR THE EAST ZONE OF FLORIDAAND REFERENCED TO THE NORTH AMERICAN DATUM OF 1m (HAD 113)
THIS 8URVEYWM PERFORMED USING REAL-TIME KINEMATIC GPS POSITIONING WITH THE FOLLOWING REFERENCE BASE LOCATION
TIDAL $721)242 A PIC BBBZ31 NORTHING 2111046llsect2 EASTlNG 4IIO1III1710 NAWISe ELEVATION 0458 MLLWaEVATlON 621
VERTI~ MEASUREMENTS WERE MADE USING A R2 SONIC 2024 MULTlBEAU SOUNDER OPERATING AT 240KHZ
SURVEY VESSEL DATEDFSURVEY
FLORIDA 13SEP2011 sr JOHNS RIVER BUOY-80 TO MAIN ST BRiOOE
THE INFORMATlON DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF SURVEYS MADE ON THE DATES INDICATEDNJCNEAND CAN ONLY BE CONSIDERED AS INDICATlNG THE GENERAL CONDITlONS AT THAT TIME THIS CHART IS SOLELY FOR THE DISTRIBunON OF AVAILABLE DEPTHS AT THE TIME OF SURVEY
SURVEY ACCURACY STANDARDS QUAUTY CONTROL AND QlWITY ASSURANCE REQUIREMENTS WERE FOLLOWED DURING THIS SURVEY IN ACCORDANCE WITH USACE EM 1110-2-1003 tfYllROOIWgtHIC SURVEYING 1 JAN 02
LEGEND
-8M BENCHMARK
I LIGHTED BEACON
bull GREEN DAYBEACON RED DAYBEACON
RED LIGHTED BUOY
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p CAN BUOY
p NUN BUOY
8 TIDE STAFF
BENCHMARK
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NAVD ELEV (FD
4593
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SNETY ON THIS JOB DEPENDS ON YOU
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