Southwest Florida Water Management District (SWFWMD) Mapping and GIS Section Project Title : FY 2011 DIGITAL AERIAL IMAGERY (B089) Work Order Name : Pinellas County Aerial Imagery Work Order No.: 2 Submitted to: Ms. April Davis, GIS Analyst Southwest Florida Water Management District Mapping & GIS Section 2379 Broad Street, Brooksville, FL 34604 Office: 352.796.7211 Fax: 352.540.6018 april.davis@swfwmd.state.fl.us FLORIDA MINIMUM TECHNICAL STANDARDS FOR MAPPING PROJECTS Survey & Map Report Prepared By: Mr. James Humphrey, PSM, Aerial Cartographics of America, Inc. 1722 West Oak Ridge Road, Orlando, Florida 32809 407.855.8250 Fax: 407.855.8250 jhumphrey@aca-net.com January 31, 2011 ACA Project No. 2010720 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 2 of 332 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. FLORIDA PROFESSIONAL SURVEY AND MAP CERTIFICATION Surveyor in Charge : Mark Detrick, PSM 5433 Title : Topographic Survey Date of Survey (Photography): December 2010 Subject Name : Ortho Photography Reference No. : 2010720 Field Surveys Provided By : Cooner & Associates Survey Control Points Used 100 418011.9450 1193366.0200 5.5450 101 458328.0960 1286338.4040 7.4650 102 381546.0700 1289358.7800 4.5900 103 396779.8740 1389648.4310 6.0850 104 445764.0340 1396834.8610 30.8750 105 444832.9180 1347068.2390 9.1850 106 436151.8100 1257532.4300 50.4500 107 415116.6050 1329675.7720 57.2850 Notes a. Intended display scale: The final ortho imagery is intended to be displayed at a scale of 1”=200’ (1:2,400) or smaller. Accuracies: The following stated accuracies are plus or minus tolerances that pertain to 90% of the information when compared to actual field measured position. The accuracy residuals are referenced in the Digital Orthophoto Accuracy Results . b. Analytical aerial triangulation was performed on survey control and was determined to be acceptable. c. A full description of the deliverables is outlined below under Listing Of Final File and Descriptions of Media . d. The Orthophotography is neither full nor complete without a Survey and Map Report referencing this survey and is not valid without the signature and original raised seal of a Florida Licensed Surveyor and Mapper. All work was performed by: Aerial Cartographics of America, Inc. LB00006748 1722 West Oak Ridge Road, Orlando, FL 32809 Phone: 407.851.7880 Fax: 407.855.8250 Mark Detrick, PSM 5433 Certification: I, Mark Detrick, hereby certify to the best of my knowledge, the above information is correct and that the work performed by Aerial Cartographics of America was under my supervision. The Quality Control (QC) was conducted on this project and found to meet required specifications. THIS PHOTOGRAMMETRIC MAPPING DATA AND REPORT IS CERTIFIED TO SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT AS MEETING OR EXCEEDING, IN QUALITY AND PRECISION, THE STANDARDS APPLICABLE FOR THIS WORK, AS SET FORTH IN CHAPTER 61G17-6 FLORIDA ADMINISTRATIVE CODE. ______________________________________ ____________________ Mark Detrick, PSM Date Signed Professional Surveyor & Mapper 5433 Aerial Cartographics of America LB No. 6748 January 31, 2011 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 3 of 332 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. TABLE OF CONTENTS DESCRIPTION Florida Professional Survey and Map Certification ............................................................................... 2 PAGE SWFWMD Project Title and Reference Number ................................................................................... 4 Name and Address of Corporation. ...................................................................................................... 4 Professional Surveyor and Mapper in Responsible Charge .................................................................. 4 Abbreviations, Definitions .................................................................................................................... 5 Introduction, Purpose and Objective .................................................................................................... 5 Listing of Final Files and Descriptions of Media .................................................................................... 6 Description and Scope of Work ............................................................................................................ 7 Equipment and Software ...................................................................................................................... 8 UCX Sensor and Calibration Report ...................................................................................................... 8 Airborne GPS Solution ......................................................................................................................... 23 Aerial Triangulation Results ................................................................................................................ 68 Digital Orthophoto Flight Logs ............................................................................................................ 99 Digital Orthophoto Production Process ............................................................................................ 159 Digital Elevation Model (DEM) Source .............................................................................................. 159 Digital Orthophoto Accuracy Results ................................................................................................ 160 Professional Firm Personnel Listing .................................................................................................. 160 FGDC Metadata in XML Format ........................................................................................................ 161 Survey and Map Report (Surveyor)................................................................................................... 174 Survey Control Descriptions, Sketches and Photos Ground Control and Photo ID QC Check Locations SWFWMD Boundary Map ................................................................................................................. 331 Cutline Diagram ................................................................................................................................ 332 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 4 of 332 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. SWFWMD PROJECT TITLE AND REFERENCE NUMBER FY 2011 Digital Aerial Imagery (B089) Purchase Order No. 11POSOW290 NAME AND ADDRESS OF CORPORATION Aerial Cartographics of America, Inc. (PRIME) LB6748 1722 West Oak Ridge Road Orlando, FL 32809 407-851-7880 Certificate of Authorization No. P04000000100 Cooner & Associates, Inc. (SUBCONSULTANT) LB6773 2351 Raden Drive Land O’Lakes, FL 34639 813-909-2693 PROFESSIONAL SURVEYOR AND MAPPER IN RESPONSIBLE CHARGE Mr. Mark Detrick, PSM PSM 5433 1722 West Oak Ridge Road Orlando, FL 32809 407-851-7880 mdetrick@aca-net.com ABBREVIATIONS, DEFINITIONS Term Description AGL Above Ground Level AGPS Airborne Global Positioning System ASPRS American Society of Photogrammetry and Remote Sensing AT Aerial Triangulation CD Compact Disk CVA Consolidated Vertical Accuracy CORS Continuously Operating Reference Station DEM Digital Elevation Model DTM Digital Terrain Model DVD Digital Versatile Disk / Digital Video Disk 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 5 of 332 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. DXF Data Exchange Format / Drawing Interchange Format / Drawing Exchange Format FDOT Florida Department of Transportation FDEP Florida Department of Environmental Protection FEMA Federal Emergency Management Agency FPRN Florida Permanent Reference Network GIS Geographic Information System GISP Geographic Information System Professional GSD Ground Sample Distance GPS Global Positioning System HARN High Accuracy Reference Network HDD Hard Drive Disk LB License Business LS Land Surveyor LiDAR Light Detection and Ranging MSL Mean Sea Level NGS National Geodetic Survey NMAS National Map Accuracy Standards No. Number NSRS National Spatial Reference System NSSDA National Standard for Spatial Data Accuracy PLSS Public Land Survey System PSM Professional Surveyor and Mapper RMSE Root Mean Square Error SHA Secured Hash Standard SWFWMD Southwest Florida Water Management District SPCS State Plane Coordinate System INTRODUCTION, PURPOSE AND OBJECTIVE The District regularly uses digital orthophotos to support regulatory, land management and acquisition, planning, engineering and habitat restoration projects. All data will be the property of the District and Pinellas County and will be considered a public record as defined by applicable Florida Statutes. This project is a cooperative effort between the District and Pinellas County. ACA was contracted by the SWFWMD to provide new six (6) inch orthophotography of Pinellas County. Cooner and Associates provided survey control for the aerial triangulation of the images as well as 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 6 of 332 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. providing thirty (30) survey photo id check points as required to confirm the final product accuracy. Pinellas County required that the products be delivered in NAD27 and the District required delivery in NAD 83. Both datums were delivered to each. See Figure 1 for illustration of the 2011 Pinellas Digital Orthophoto Project (B089) Work Order 2 – Pinellas Aerial Imagery. Figure 1 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 7 of 332 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. LISTING OF FINAL FILES AND DESCRIPTIONS OF MEDIA 513 tiles of uncompressed 4-band stack, 32-bit RGB and IR (RGBi) six (6) inch GSD in 5000’x5000’ GeoTiFFs with valid projection header information and FGDC compliant metadata in XML format (one per file). Also to deliver image cutlines, survey control and report, final updated DEM and FGDC compliant metadata in XML format. Copies Description Resolution Datum (SPF-W) Format Notes 2 32 Bit cells Red, Green, Blue Infrared bands 0.5 (ft) NAD83 (2007) GeoTiFF All Cells 2 32 Bit cells Red, Green, Blue Infrared bands 0.5 (ft) NAD27 GeoTiFF All Cells 2 Oblique Images 4 (in) 4 Survey Report Hardcopy 2 Survey Report PDF 2 Metadata File for Each GeoTiFF, Cutline Feature Class, the DEM and Project Wide Orthophotos ArcGIS XML 2 Cutline Feature Class NAD83 (2007) ArcGIS Feature Class 2 Cutline Feature Class NAD27 ArcGIS Feature Class 2 DEM for Orthophoto Generation NAD83 (2007) LAS 1.1 or 1.2 Vertical NAVD88 Control Information All of the aforementioned deliverables were signed and submitted on a HDD to Ms. April Davis on 02/01/11. None of the aforementioned deliverables are full and complete without this Survey and Map Report. Miscellaneous items such as flight plans, various reports, etc. were submitted for the SWFWMD project as ancillary products over the duration of the project / contract. Preliminary submittals were made to SWFWMD over the course of the project. Only those submitted with the signature and raised seal of a Florida Licensed Surveyor and Mapper should be deemed final. DESCRIPTION AND SCOPE OF WORK SWFWMD required new high resolution 6" pixel four band stack RGBI digital orthophotos . The ortho project area was comprised of a collection of 5000 x 5000 foot cells that served as the tiling scheme for orthophotos and topographics data deliveries located in Pinellas County, Florida. The ortho photo area consisted of 513 cells (approximately 460 square miles). New aerial digital photography was taken with a Vexcel UltraCamX digital aerial sensor using 60% forward and 40% sidelap producing a 5.5inch raw pixel. Oblique photography was obtained to produce a 4inch pixel oblique product of the County. Final project deliverables are in both NAD83 and NAD27. All work was under the supervision of a licensed Florida Professional Surveyor and Mapper. Orthophotos meet or exceed a verified horizontal accuracy of 3.46ft 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 8 of 332 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. at the 95% confidence interval (2.0 feet RMSE) as specified in the FGDC standards. Thirty independent check points were surveyed and used to verify accuracy. EQUIPMENT AND SOFTWARE The following equipment and software was used in the development of the finished product. Equipment Aircraft Cessna Grand Caravan 208 Digital Camera Vexcel Ultra-CamX ABGPS Applanix POS-PAC AT JFK Rabits/Brats Block Bundle Orthophoto Atlas KLT Ortho Engine Image QC Photoshop CE Conversions Blue Marble GIS ESRI 9.3 UCX SENSOR DESCRIPTION AND CALIBRATION REPOR T The UltraCamX employs 7.2 micrometer pixels and thus achieving an even larger image format at 216 gross megapixels (14,430 across track x 9,420 along track) without sacrificing radiometric performance. An all new optical system developed for the UCX by LINOS improves light fall-off over previous solutions, maintaining image sharpness and high radiometric range well into corners of each image. The UCX collects pixels at an astounding sustained rate of 3 GBits per second. It maintains a forward overlap of 70% at 3 cm pixels, and an 80% overlap at 5 cm pixels is feasible at normal flying speeds. The results of this improved technology include: urban mapping with minimization of occlusions, Digital Elevation Models (DEMs) with no spikes or holes, ortho-photo production from only the most central image portions, and support of automated image analysis. See the following pages for the UCX Calibration Report The remainder of the page was intentionally left blank. 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 9 of 332 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 10 of 332 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 11 of 332 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 12 of 332 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 13 of 332 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 14 of 332 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 15 of 332 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 16 of 332 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 17 of 332 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 18 of 332 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 19 of 332 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 20 of 332 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 21 of 332 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 22 of 332 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 23 of 332 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. AIRBORNE GPS SOLUTION Upon completion of the flight portion of the project, the data collected by the Applanix Position and Orientation System for Airborne Vehicles (POSAV 510) was transferred to our processing stations to solve for positional information. The software used for this process is the Applanix Post-Processing Package POSPac MMS 5.2. Its modules extract the primary data acquired during the flight into logical units of Airborne GPS (ABGPS), Inertial Measurement Unit (IMU), and timing information. The data recorded by the GPS receiver in the aircraft was processed with the data from at least two static ground base stations to solve for the position of the aircraft as it flies a predetermined flight path. The Inertial Measuring Unit information was then merged with the ABGPS through time stamps to provide for the orientation of the aircraft. The data was processed through a Kalman filter to achieve a Smoothed Best Estimate of Trajectory (SBET). This gave an accurate position and orientation of the aircraft at a rate of two hundred times per second. The following charts show activity of the ABGPS process including base station and COR’s station information, PDOP charts and OPUS solutions. 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 24 of 332 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 25 of 332 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 26 of 332 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 27 of 332 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. ***ITRF 00*** MAC DILL AFB 6 (MCD6), FLORIDA Retrieved from NGS DataBase on 04/02/07 at 10:48:36. _________________________________________________________________________ | | Antenna Reference Point(ARP): MAC DILL AFB 6 CORS ARP | | ----------------------------------------------------- | | PID = DI4161 | | | ITRF00 POSITION (EPOCH 1997.0) | | Computed in Apr. 2007 using 1 day of data. | | X = 733441.619 m latitude = 27 50 59.35613 N | | Y = -5595637.117 m longitude = 082 31 57.33288 W | | Z = 2961793.195 m ellipsoid height = -15.742 m | | ITRF00 VELOCITY | | Predicted with HTDP_2.9 Apr. 2007. | | VX = -0.0128 m/yr northward = 0.0017 m/yr | | VY = -0.0014 m/yr eastward = -0.0129 m/yr | | VZ = 0.0018 m/yr upward = 0.0006 m/yr | | NAD_83 (CORS96) POSITION (EPOCH 2002.0) | | Transformed from ITRF00 (epoch 1997.0) position in Apr. 2007. | | X = 733442.166 m latitude = 27 50 59.33773 N | | Y = -5595638.691 m longitude = 082 31 57.32056 W | | Z = 2961793.416 m ellipsoid height = -14.197 m | | NAD_83 (CORS96) VELOCITY | | Transformed from ITRF00 velocity in Apr. 2007. | | VX = 0.0000 m/yr northward = 0.0008 m/yr | | VY = 0.0001 m/yr eastward = 0.0000 m/yr | | VZ = 0.0008 m/yr upward = 0.0003 m/yr | |________________________________________________________________________ | L1 Phase Center of the current GPS antenna: MAC DILL AFB 6 CORS L1 PC C | | ----------------------------------------------------------------------- | | The Zephyr Geodetic L1/L2 +RD w/ USCG mount antenna | | (Antenna Code = TRM41249USCG SCIT) was installed on 02/22/07. | | The L2 phase center is 0.012 m below the L1 phase center. | | PID = DI4162 | | ITRF00 POSITION (EPOCH 1997.0) | | Computed in Apr. 2007 using 1 day of data. | | X = 733441.627 m latitude = 27 50 59.35602 N | | Y = -5595637.190 m longitude = 082 31 57.33295 W | | Z = 2961793.230 m ellipsoid height = -15.661 m | | The ITRF00 VELOCITY of the L1 PC is the same as that for the ARP. | | NAD_83 (CORS96) POSITION (EPOCH 2002.0) | | Transformed from ITRF00 (epoch 1997.0) position in Apr. 2007. | | X = 733442.173 m latitude = 27 50 59.33762 N | | Y = -5595638.764 m longitude = 082 31 57.32063 W | | Z = 2961793.451 m ellipsoid height = -14.115 m | | The NAD_83 (CORS96) VELOCITY of the L1 PC is the same as that for the ARP. | |________________________________________________________________________ 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 28 of 332 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. ***ITRF 00*** MAC DILL AFB 6 (MCD6), FLORIDA Retrieved from NGS DataBase on 04/02/07 at 10:48:36. _____________________________________________________________________________ | | | Antenna Reference Point(ARP): MAC DILL AFB 6 CORS ARP | | ----------------------------------------------------- | | PID = DI4161 | | | | ITRF00 POSITION (EPOCH 1997.0) | | Computed in Apr. 2007 using 1 day of data. | | X = 733441.619 m latitude = 27 50 59.35613 N | | Y = -5595637.117 m longitude = 082 31 57.33288 W | | Z = 2961793.195 m ellipsoid height = -15.742 m | | | | ITRF00 VELOCITY | | Predicted with HTDP_2.9 Apr. 2007. | | VX = -0.0128 m/yr northward = 0.0017 m/yr | | VY = -0.0014 m/yr eastward = -0.0129 m/yr | | VZ = 0.0018 m/yr upward = 0.0006 m/yr | | | NAD_83 (CORS96) POSITION (EPOCH 2002.0) | | Transformed from ITRF00 (epoch 1997.0) position in Apr. 2007. | | X = 733442.166 m latitude = 27 50 59.33773 N | | Y = -5595638.691 m longitude = 082 31 57.32056 W | | Z = 2961793.416 m ellipsoid height = -14.197 m | | | | NAD_83 (CORS96) VELOCITY | | Transformed from ITRF00 velocity in Apr. 2007. | | VX = 0.0000 m/yr northward = 0.0008 m/yr | | VY = 0.0001 m/yr eastward = 0.0000 m/yr | | VZ = 0.0008 m/yr upward = 0.0003 m/yr | |_____________________________________________________________________________| | | | L1 Phase Center of the current GPS antenna: MAC DILL AFB 6 CORS L1 PC C | | ----------------------------------------------------------------------- | | The Zephyr Geodetic L1/L2 +RD w/ USCG mount antenna | | (Antenna Code = TRM41249USCG SCIT) was installed on 02/22/07. | | The L2 phase center is 0.012 m below the L1 phase center. | | PID = DI4162 | | | | ITRF00 POSITION (EPOCH 1997.0) | | Computed in Apr. 2007 using 1 day of data. | | X = 733441.627 m latitude = 27 50 59.35602 N | | Y = -5595637.190 m longitude = 082 31 57.33295 W | | Z = 2961793.230 m ellipsoid height = -15.661 m | | | | The ITRF00 VELOCITY of the L1 PC is the same as that for the ARP. | | | | NAD_83 (CORS96) POSITION (EPOCH 2002.0) | | Transformed from ITRF00 (epoch 1997.0) position in Apr. 2007. | 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 29 of 332 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. | X = 733442.173 m latitude = 27 50 59.33762 N | | Y = -5595638.764 m longitude = 082 31 57.32063 W | | Z = 2961793.451 m ellipsoid height = -14.115 m | | | | The NAD_83 (CORS96) VELOCITY of the L1 PC is the same as that for the ARP. | |_____________________________________________________________________________| * Latitude, longitude and ellipsoid height are computed from their corresponding cartesian coordinates using dimensions for the GRS 80 ellipsoid: semi-major axis = 6,378,137.0 meters flattening = 1/298.257222101... * WARNING: Mixing of antenna types can lead to errors of up to 10 cm. in height unless antenna-phase-center variation is properly modeled. * For additional information about the interpretation and/or derivation of these positions and velocities, consult http://www.ngs.noaa.gov/CORS/Derivation.html. For additional information on the relation of the GPS antenna to other relevant points at the site and on GPS equipment, consult the link ftp://www.ngs.noaa.gov/cors/.html/mcd6.log.txt 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 30 of 332 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. Read DESIGNATION Carefully Some additional monuments may be listed. Look for MAC DILL 6 CORS ARP and MAC DILL 6 CORS L1 PHASE CENTER DI4161 *********************************************************************** DI4161 CORS This is a GPS Continuously Operating Reference Station. DI4161 DESIGNATION - MAC DILL AFB 6 CORS ARP DI4161 CORS_ID - MCD6 DI4161 PID - DI4161 DI4161 STATE/COUNTY- FL/HILLSBOROUGH DI4161 USGS QUAD - PORT TAMPA (1983) DI4161 DI4161 *CURRENT SURVEY CONTROL DI4161 ___________________________________________________________________ DI4161* NAD 83(CORS)- 27 50 59.33773(N) 082 31 57.32056(W) ADJUSTED DI4161* NAVD 88 - **(meters) **(feet) DI4161 ___________________________________________________________________ DI4161 EPOCH DATE - 2002.00 DI4161 X - 733,442.166 (meters) COMP DI4161 Y - -5,595,638.691 (meters) COMP DI4161 Z - 2,961,793.417 (meters) COMP DI4161 ELLIP HEIGHT- -14.197 (meters) (04/??/07) ADJUSTED DI4161 GEOID HEIGHT- -24.79 (meters) GEOID09 DI4161 HORZ ORDER - SPECIAL (CORS) DI4161 ELLP ORDER - SPECIAL (CORS) DI4161 DI4161.ITRF positions are available for this station. DI4161.The coordinates were established by GPS observations DI4161.and adjusted by the National Geodetic Survey in April 2007. DI4161.The coordinates are valid at the epoch date displayed above. DI4161.The epoch date for horizontal control is a decimal equivalence DI4161.of Year/Month/Day. DI4161 DI4161 DI4161.The PID for the CORS L1 Phase Center is DI4162. DI4161 DI4161.The XYZ, and position/ellipsoidal ht. are equivalent. DI4161 DI4161.The ellipsoidal height was determined by GPS observations DI4161.and is referenced to NAD 83. DI4161 DI4161.The geoid height was determined by GEOID09. DI4161 DI4161; North East Units Scale Factor Converg. DI4161;SPC FL W 389,680.738 147,543.753 MT 0.99997513 -0 14 55.7 DI4161;SPC FL W 1,278,477.55 484,066.46 sFT 0.99997513 -0 14 55.7 DI4161 DI4161! - Elev Factor x Scale Factor = Combined Factor 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 31 of 332 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. DI4161!SPC FL W - 1.00000223 x 0.99997513 = 0.99997736 DI4161 DI4161 SUPERSEDED SURVEY CONTROL DI4161 DI4161.No superseded survey control is available for this station. DI4161 DI4161_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4909381508(NAD 83) DI4161_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA DI4161 DI4161 STATION DESCRIPTION DI4161 DI4161'DESCRIBED BY NATIONAL GEODETIC SURVEY 2007 DI4161'STATION IS A GPS CORS. LATEST INFORMATION INCLUDING POSITIONS AND DI4161'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE DI4161'BY ANONYMOUS FTP OR THE WORLDWIDE WEB. DI4161' FTP CORS.NGS.NOAA.GOV: CORS/COORD AND CORS/STATION_LOG DI4161' HTTP://WWW.NGS.NOAA.GOV/CORS. DI4162 *********************************************************************** DI4162 CORS - This is a GPS Continuously Operating Reference Station. DI4162 DESIGNATION - MAC DILL AFB 6 CORS L1 PHASE CENTER DI4162 CORS_ID - MCD6 DI4162 PID - DI4162 DI4162 STATE/COUNTY- FL/HILLSBOROUGH DI4162 USGS QUAD - PORT TAMPA (1983) DI4162 DI4162 *CURRENT SURVEY CONTROL DI4162 ___________________________________________________________________ DI4162* NAD 83(CORS)- 27 50 59.33762(N) 082 31 57.32063(W) ADJUSTED DI4162* NAVD 88 - **(meters) **(feet) DI4162 ___________________________________________________________________ DI4162 EPOCH DATE - 2002.00 DI4162 X - 733,442.173 (meters) COMP DI4162 Y - -5,595,638.764 (meters) COMP DI4162 Z - 2,961,793.451 (meters) COMP DI4162 ELLIP HEIGHT- -14.115 (meters) (04/??/07) ADJUSTED DI4162 GEOID HEIGHT- -24.79 (meters) GEOID09 DI4162 HORZ ORDER - SPECIAL (CORS) DI4162 ELLP ORDER - SPECIAL (CORS) DI4162 DI4162.ITRF positions are available for this station. DI4162.The coordinates were established by GPS observations DI4162.and adjusted by the National Geodetic Survey in April 2007. DI4162.The coordinates are valid at the epoch date displayed above. DI4162.The epoch date for horizontal control is a decimal equivalence DI4162.of Year/Month/Day. DI4162 DI4162 DI4162.The PID for the CORS ARP is DI4161. DI4162 DI4162.The XYZ, and position/ellipsoidal ht. are equivalent. DI4162 DI4162.The ellipsoidal height was determined by GPS observations 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 32 of 332 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. DI4162.and is referenced to NAD 83. DI4162 DI4162.The geoid height was determined by GEOID09. DI4162 DI4162; North East Units Scale Factor Converg. DI4162;SPC FL W 389,680.734 147,543.751 MT 0.99997513 -0 14 55.7 DI4162;SPC FL W 1,278,477.54 484,066.46 sFT 0.99997513 -0 14 55.7 DI4162 DI4162! - Elev Factor x Scale Factor = Combined Factor DI4162!SPC FL W - 1.00000222 x 0.99997513 = 0.99997735 DI4162 DI4162 SUPERSEDED SURVEY CONTROL DI4162 DI4162.No superseded survey control is available for this station. DI4162 DI4162_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4909381508(NAD 83) DI4162_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA DI4162 DI4162 STATION DESCRIPTION DI4162 DI4162'DESCRIBED BY NATIONAL GEODETIC SURVEY DI4162'STATION IS A GPS CORS. LATEST INFORMATION INCLUDING POSITIONS AND DI4162'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE DI4162'BY ANONYMOUS FTP OR THE WORLDWIDE WEB. DI4162' FTP CORS.NGS.NOAA.GOV: CORS/COORD AND CORS/STATION_LOG DI4162' HTTP://WWW.NGS.NOAA.GOV/CORS . 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 33 of 332 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. From: opus [opus@NGS.NOAA.GOV] Sent: Tuesday, December 07, 2010 10:44 AM To: Stonerock, Mike Subject: OPUS solution : 3_log1203b.tps 000000446 FILE: 3_log1203b.tps 000000446 NGS OPUS SOLUTION REPORT ======================== All computed coordinate accuracies are listed as peak-to-peak values. For additional information: http://www.ngs.noaa.gov/OPUS/about.html#accuracy USER: mstonerock@aca-net.com DATE: December 07, 2010 RINEX FILE: 3_lo337o.10o TIME: 15:44:22 UTC SOFTWARE: page5 1009.28 master50.pl 120210 START: 2010/12/03 14:17:00 EPHEMERIS: igr16125.eph [rapid] STOP: 2010/12/03 19:54:00 NAV FILE: brdc3370.10n OBS USED: 12828 / 13787: 93% ANT NAME: TPSHIPER_LITE NONE # FIXED AMB: 73 / 84: 87% ARP HEIGHT: 1.8 OVERALL RMS: 0.014(m) REF FRAME: NAD_83(CORS96)(EPOCH:2002.0000) ITRF00 (EPOCH:2010.9225) X: 710625.596(m) 0.035(m) 710624.884(m) 0.035(m) Y: -5591958.139(m) 0.021(m) -5591956.584(m) 0.021(m) Z: 2974219.591(m) 0.008(m) 2974219.380(m) 0.008(m) LAT: 27 58 35.97840 0.002(m) 27 58 35.99722 0.002(m) E LON: 277 14 32.36435 0.037(m) 277 14 32.34567 0.037(m) W LON: 82 45 27.63565 0.037(m) 82 45 27.65433 0.037(m) EL HGT: -3.712(m) 0.018(m) -5.252(m) 0.018(m) ORTHO HGT: 20.981(m) 0.034(m) [NAVD88 (Computed using GEOID09)] UTM COORDINATES STATE PLANE COORDINATES UTM (Zone 17) SPC (0902 FL W) Northing (Y) [meters] 3095861.113 403853.902 Easting (X) [meters] 327128.293 125460.626 Convergence [degrees] -0.82475190 -0.35545148 Point Scale 0.99996886 1.00000973 Combined Factor 0.99996945 1.00001031 US NATIONAL GRID DESIGNATOR: 17RLL2712895861(NAD 83) BASE STATIONS USED PID DESIGNATION LATITUDE LONGITUDE DISTANCE(m) DF7982 BKVL BROOKSVILLE CORS ARP N282825.669 W0822713.194 62656.1 DH3757 WACH WAUCHULA CORS ARP N273051.042 W0815256.616 100365.7 DF7046 BRTW BARTOW CORS ARP N275658.642 W0814658.201 95965.6 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 34 of 332 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. NEAREST NGS PUBLISHED CONTROL POINT AG9360 CLEARPORT N275834.671 W0824529.430 63.5 From: opus [opus@NGS.NOAA.GOV] Sent: Tuesday, December 07, 2010 10:44 AM To: Stonerock, Mike Subject: OPUS solution : 3_log1203b.tps 000000446 FILE: 3_log1203b.tps 000000446 NGS OPUS SOLUTION REPORT ======================== All computed coordinate accuracies are listed as peak-to-peak values. For additional information: http://www.ngs.noaa.gov/OPUS/about.html#accuracy USER: mstonerock@aca-net.com DATE: December 07, 2010 RINEX FILE: 3_lo337o.10o TIME: 15:44:22 UTC SOFTWARE: page5 1009.28 master50.pl 120210 START: 2010/12/03 14:17:00 EPHEMERIS: igr16125.eph [rapid] STOP: 2010/12/03 19:54:00 NAV FILE: brdc3370.10n OBS USED: 12828 / 13787:93% ANT NAME: TPSHIPER_LITE NONE # FIXED AMB: 73 / 84 :87% ARP HEIGHT: 1.8 OVERALL RMS: 0.014(m) REF FRAME: NAD_83(CORS96)(EPOCH:2002.0000) ITRF00 (EPOCH:2010.9225) X: 710625.596(m) 0.035(m) 710624.884(m) 0.035(m) Y: -5591958.139(m) 0.021(m) -5591956.584(m) 0.021(m) Z: 2974219.591(m) 0.008(m) 2974219.380(m) 0.008(m) LAT: 27 58 35.97840 0.002(m) 27 58 35.99722 0.002(m) E LON: 277 14 32.36435 0.037(m) 277 14 32.34567 0.037(m) W LON: 82 45 27.63565 0.037(m) 82 45 27.65433 0.037(m) EL HGT: -3.712(m) 0.018(m) -5.252(m) 0.018(m) ORTHO HGT: 20.981(m) 0.034(m) [NAVD88 (Computed using GEOID09)] UTM COORDINATES STATE PLANE COORDINATES UTM (Zone 17) SPC (0902 FL W) Northing (Y) [meters] 3095861.113 403853.902 Easting (X) [meters] 327128.293 125460.626 Convergence [degrees] -0.82475190 -0.35545148 Point Scale 0.99996886 1.00000973 Combined Factor 0.99996945 1.00001031 US NATIONAL GRID DESIGNATOR: 17RLL2712895861(NAD 83) BASE STATIONS USED PID DESIGNATION LATITUDE LONGITUDE DISTANCE(m) DF7982 BKVL BROOKSVILLE CORS ARP N282825.669 W0822713.194 62656.1 DH3757 WACH WAUCHULA CORS ARP N273051.042 W0815256.616 100365.7 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 35 of 332 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. DF7046 BRTW BARTOW CORS ARP N275658.642 W0814658.201 95965.6 NEAREST NGS PUBLISHED CONTROL POINT AG9360 CLEARPORT N275834.671 W0824529.430 63.5 This position and the above vector components were computed without any knowledge by the National Geodetic Survey regarding the equipment or field operating procedures used. FINAL AIRBORNE GPS SOLUTION **************************************************************************************************************** POS Exterior Orientation Computation Utility Version 4.4 Copyright (C) 1997-2007 by Applanix Corporation [Feb 09, 2007] All rights reserved. **************************************************************************************************************** Parameter setup: POSPROC SBET file:   Camera mid-exposure event file:   Event time shift: 0.000000 sec Photo ID file:   Photo ID file format: 2 Fields (Time, Photo ID) Format Offset between PHOTO ID and EVENT file times: 0.000000 sec Mapping frame datum: NAD83 ; a = 6378137.000000; 1/f = 298.257222; Coordinate transformation from WGS84 to mapping frame datum dX = 0.984000; dY = -1.916000; dZ = -0.511000; f = 0.999999999017; R1 = 0.000000127215; R2 = 0.000000045282; R3 = 0.000000055463; sequence of the rotations: x,y,z,1 Mapping frame projection : TM; central meridian = -82.000000 deg; latitude of the grid origin = 24.333333 deg; grid scale factor = 0.999941: false easting = 200000.000000 m; false northing = 0.000000 m; Sequence of the rotation from mapping to image frame: First rotation is about the 'x' axis by the 'omega' angle. Second rotation is about the 'y' axis by the 'phi' angle. Third rotation is about the 'z' axis by the 'kappa' angle. Kappa cardinal rotation: 90.000 deg. Boresight values: tx = -10.8300 arc min, ty = 10.1150 arc min, tz = -1.9740 arc min. Lever arm values: lx = 0.0000 m, ly = 0.0000 m, lz = 0.0000 m. Shift values: X = 0.000000 meter, Y = 0.000000 meter, Z = 0.000000 meter POS/AV Computed Data at Camera Perspective Centre Grid: USA State Plane 1983 ;Zone: Florida Western Zone (0902) ;Datum: NAD83 ;Local Transformation: NONE ; Record Format: ID, # EVENT, TIME (s), EASTING, NORTHING, ORTHOMETRIC HEIGHT, OMEGA, PHI, KAPPA, LAT, LONG (position in US Survey Feet, orientation in Degrees, lat, long in Deg) 025_2216 6 485897.930994 471235.339 1291076.246 6585.813 0.20159 -0.23885 0.81808 27.88430980 -82.57247735 025_2217 7 485904.058107 471256.333 1289321.711 6588.864 0.21225 -0.27598 0.79869 27.87948423 -82.57238699 025_2218 8 485910.210685 471277.914 1287568.536 6597.014 0.22352 -0.24391 0.76831 27.87466240 -82.57229484 025_2219 9 485916.383243 471278.678 1285814.959 6583.474 0.18242 -0.30957 0.67588 27.86983920 -82.57226713 025_2220 10 485922.510331 471264.070 1284061.682 6543.550 0.18741 -0.25530 0.72923 27.86501662 -82.57228701 025_2221 11 485928.599550 471242.258 1282302.355 6518.814 0.09070 -0.20999 0.71033 27.86017730 -82.57232909 025_2222 12 485934.707089 471227.350 1280547.778 6535.481 0.19953 -0.18295 0.70189 27.85535114 -82.57234988 025_2223 13 485940.861163 471232.260 1278796.665 6546.011 0.18230 -0.20505 0.66889 27.85053475 -82.57230940 025_2224 14 485947.075189 471256.548 1277039.364 6553.419 0.21887 -0.16578 0.68146 27.84570159 -82.57220887 025_2225 15 485953.299438 471286.803 1275287.686 6559.457 0.18027 -0.20844 0.63826 27.84088396 -82.57208997 025_2226 16 485959.554187 471322.235 1273534.515 6562.606 0.14498 -0.16926 0.69402 27.83606230 -82.57195504 025_2227 17 485965.814144 471367.535 1271784.657 6564.778 0.17422 -0.20175 0.66134 27.83124986 -82.57178965 025_2228 18 485972.091100 471425.683 1270030.954 6562.016 0.16505 -0.16506 0.62852 27.82642702 -82.57158447 025_2229 19 485978.372054 471473.597 1268274.532 6560.807 0.19406 -0.14005 0.60434 27.82159656 -82.57141093 025_2230 20 485984.625535 471489.202 1266524.374 6555.820 0.14485 -0.19981 0.60558 27.81678291 -82.57133746 025_2231 21 485990.908488 471478.711 1264766.638 6555.013 0.17918 -0.19825 0.57881 27.81194808 -82.57134461 024_2211 26 486222.975025 467699.428 1254215.369 6590.958 -0.21798 0.18209 -179.53083 27.78287769 -82.58288074 024_2210 27 486230.038752 467674.927 1255967.852 6592.686 -0.21564 0.14037 -179.46928 27.78769763 -82.58298222 024_2209 28 486237.077438 467676.488 1257722.927 6596.208 -0.20462 0.15145 -179.48729 27.79252503 -82.58300314 024_2208 29 486244.103023 467680.778 1259479.727 6604.575 -0.17101 0.18533 -179.44067 27.79735721 -82.58301565 024_2207 30 486251.102272 467653.841 1261229.801 6613.525 -0.19870 0.20215 -179.51158 27.80217048 -82.58312466 024_2206 31 486258.086003 467603.845 1262984.146 6600.254 -0.14754 0.16534 -179.52537 27.80699519 -82.58330508 024_2205 32 486264.977408 467551.028 1264736.528 6583.350 -0.19963 0.18218 -179.50696 27.81181446 -82.58349421 024_2204 33 486271.834309 467507.180 1266492.646 6578.232 -0.16205 0.22046 -179.51529 27.81664413 -82.58365568 024_2203 34 486278.654740 467476.640 1268244.250 6575.871 -0.17086 0.17741 -179.51447 27.82146154 -82.58377592 024_2202 35 486285.475171 467457.816 1270000.101 6570.160 -0.17349 0.18831 -179.52100 27.82629079 -82.58385999 024_2201 36 486292.267650 467449.979 1271752.603 6565.824 -0.18616 0.20879 -179.52138 27.83111096 -82.58391004 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 37 of 330 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. 024_2200 37 486299.050613 467449.548 1273506.027 6563.958 -0.16008 0.16537 -179.53895 27.83593377 -82.58393719 024_2199 38 486305.842571 467455.689 1275262.504 6565.370 -0.19643 0.17347 -179.53620 27.84076505 -82.58394405 024_2198 39 486312.628543 467466.777 1277015.031 6568.708 -0.21567 0.18830 -179.54087 27.84558553 -82.58393556 024_2197 40 486319.425503 467479.543 1278768.281 6569.294 -0.19364 0.18834 -179.52802 27.85040802 -82.58392188 024_2196 41 486326.218686 467491.954 1280521.297 6566.632 -0.17433 0.21069 -179.54009 27.85522986 -82.58390930 024_2195 42 486333.013417 467503.745 1282276.229 6563.742 -0.15883 0.18254 -179.54155 27.86005696 -82.58389868 024_2194 43 486339.832854 467509.520 1284036.470 6566.505 -0.15386 0.30267 -179.53872 27.86489857 -82.58390675 024_2193 44 486346.630322 467479.412 1285784.730 6572.391 -0.19919 0.15890 -179.56145 27.86970676 -82.58402572 024_2192 45 486353.464736 467427.907 1287539.758 6572.878 -0.19274 0.13787 -179.53462 27.87453328 -82.58421102 024_2191 46 486360.283191 467375.805 1289292.554 6572.617 -0.18545 0.19334 -179.57356 27.87935365 -82.58439816 024_2190 47 486367.090809 467333.900 1291045.425 6570.216 -0.16606 0.18513 -179.55052 27.88417436 -82.58455376 023_2164 52 486571.148597 463309.972 1291012.612 6593.271 0.19550 -0.16079 0.42152 27.88403073 -82.59700926 023_2165 53 486577.621383 463294.348 1289257.471 6587.535 0.20933 -0.17375 0.43623 27.87920303 -82.59703115 023_2166 54 486584.047186 463271.888 1287504.204 6581.591 0.20053 -0.15259 0.43538 27.87438039 -82.59707422 023_2167 55 486590.438511 463258.582 1285751.489 6581.897 0.19337 -0.27169 0.43825 27.86955939 -82.59708898 023_2168 56 486596.819369 463281.036 1283997.556 6585.753 0.18924 -0.13716 0.41777 27.86473552 -82.59699304 023_2169 57 486603.186439 463324.043 1282242.798 6584.621 0.15393 -0.17528 0.40765 27.85990965 -82.59683350 023_2170 58 486609.531641 463371.824 1280488.122 6582.168 0.14372 -0.20138 0.41323 27.85508406 -82.59665920 023_2171 59 486615.849049 463413.928 1278736.385 6579.671 0.14600 -0.18345 0.40421 27.85026648 -82.59650253 023_2172 60 486622.171515 463445.705 1276979.642 6577.817 0.17448 -0.14215 0.40420 27.84543498 -82.59637777 023_2173 61 486628.458453 463464.953 1275229.539 6571.907 0.17438 -0.17199 0.44102 27.84062158 -82.59629188 023_2174 62 486634.751365 463471.740 1273473.900 6566.419 0.15710 -0.15862 0.43468 27.83579279 -82.59624448 023_2175 63 486641.028319 463467.073 1271720.843 6563.344 0.16758 -0.14685 0.40985 27.83097093 -82.59623257 023_2176 64 486647.311776 463453.321 1269965.369 6563.234 0.16910 -0.18988 0.48501 27.82614231 -82.59624873 023_2177 65 486653.600212 463433.273 1268210.157 6569.489 0.15746 -0.17124 0.44128 27.82131431 -82.59628437 023_2178 66 486659.895151 463408.475 1266455.670 6577.226 0.17025 -0.15839 0.42613 27.81648825 -82.59633473 023_2179 67 486666.196033 463385.389 1264700.833 6582.530 0.13930 -0.19061 0.43131 27.81166124 -82.59637978 023_2180 68 486672.494525 463367.616 1262946.269 6585.265 0.16078 -0.15272 0.43308 27.80683505 -82.59640840 023_2181 69 486678.802469 463369.092 1261190.950 6591.350 0.20142 -0.16186 0.41475 27.80200704 -82.59637747 023_2182 70 486685.100875 463394.328 1259438.849 6589.280 0.19778 -0.19362 0.40254 27.79718819 -82.59627311 023_2183 71 486691.382848 463431.161 1257688.119 6587.253 0.15523 -0.18629 0.41311 27.79237327 -82.59613291 023_2184 72 486697.682294 463470.809 1255931.784 6589.529 0.20022 -0.16530 0.41576 27.78754296 -82.59598394 023_2185 73 486703.959238 463506.975 1254181.081 6590.535 0.15968 -0.18380 0.39956 27.78272809 -82.59584583 022_2159 86 487004.207753 459798.295 1224328.655 6552.885 -0.17117 0.20787 -179.58301 27.70056802 -82.60686010 022_2158 87 487011.103116 459772.173 1226081.966 6552.374 -0.16955 0.13474 -179.58703 27.70539024 -82.60696751 022_2157 88 487017.987488 459751.832 1227834.920 6551.263 -0.13989 0.18403 -179.58896 27.71021155 -82.60705706 022_2156 89 487024.872887 459721.202 1229591.578 6546.887 -0.17692 0.15937 -179.56873 27.71504290 -82.60717848 022_2155 90 487031.703290 459680.148 1231340.899 6538.419 -0.18403 0.16273 -179.56890 27.71985393 -82.60733202 022_2154 91 487038.536719 459629.370 1233096.300 6532.587 -0.18686 0.22838 -179.58340 27.72468155 -82.60751573 022_2153 92 487045.353647 459589.467 1234851.344 6531.757 -0.17281 0.17075 -179.61610 27.72950833 -82.60766584 022_2152 93 487052.163119 459576.597 1236602.902 6538.794 -0.15758 0.18921 -179.58763 27.73432588 -82.60773234 022_2151 94 487058.998519 459576.497 1238358.417 6543.985 -0.16214 0.15015 -179.56251 27.73915449 -82.60775945 022_2150 95 487065.832445 459577.650 1240111.872 6545.923 -0.20148 0.16777 -179.57385 27.74397744 -82.60778265 022_2149 96 487072.678367 459576.162 1241867.523 6544.735 -0.19833 0.16555 -179.57547 27.74880640 -82.60781406 022_2148 97 487079.512768 459573.345 1243618.637 6545.583 -0.22875 0.16832 -179.57682 27.75362285 -82.60784951 022_2147 98 487086.369168 459569.867 1245376.819 6540.378 -0.17781 0.19286 -179.57858 27.75845873 -82.60788712 022_2146 99 487093.189601 459566.408 1247131.304 6531.893 -0.15564 0.21557 -179.56688 27.76328444 -82.60792463 022_2145 100 487099.984560 459567.402 1248884.099 6525.482 -0.15256 0.15256 -179.58346 27.76810557 -82.60794834 022_2144 101 487106.777465 459577.977 1250637.845 6524.375 -0.15845 0.16965 -179.56614 27.77292943 -82.60794245 022_2143 102 487113.574479 459594.002 1252390.803 6526.332 -0.20599 0.19172 -179.59777 27.77775119 -82.60791970 022_2142 103 487120.393439 459612.347 1254147.027 6528.755 -0.17249 0.20070 -179.57419 27.78258197 -82.60788983 022_2141 104 487127.217357 459627.853 1255900.036 6534.071 -0.20086 0.17352 -179.57899 27.78740387 -82.60786869 022_2140 105 487134.076839 459639.340 1257658.884 6536.191 -0.18248 0.18106 -179.56959 27.79224176 -82.60786007 022_2139 106 487140.909674 459649.523 1259410.174 6538.738 -0.12176 0.12398 -179.53984 27.79705885 -82.60785537 022_2138 107 487147.771064 459627.805 1261166.078 6546.136 -0.16120 0.18828 -179.59845 27.80188819 -82.60794942 022_2137 108 487154.617487 459571.120 1262915.534 6548.278 -0.17914 0.22208 -179.60183 27.80669931 -82.60815155 022_2136 109 487161.475373 459504.829 1264669.336 6549.216 -0.18775 0.16231 -179.58170 27.81152225 -82.60838348 022_2135 110 487168.319307 459448.090 1266423.624 6544.767 -0.19550 0.20148 -179.58869 27.81634666 -82.60858589 022_2134 111 487175.126244 459408.553 1268174.865 6539.450 -0.17868 0.16790 -179.55449 27.82116291 -82.60873507 022_2133 112 487181.935707 459386.680 1269930.130 6538.021 -0.18312 0.15146 -179.55928 27.82599047 -82.60882967 022_2132 113 487188.741137 459377.856 1271683.666 6539.300 -0.18085 0.16937 -179.56108 27.83081345 -82.60888388 022_2131 114 487195.563568 459376.921 1273439.482 6538.689 -0.17834 0.18300 -179.56714 27.83564281 -82.60891373 022_2130 115 487202.382511 459380.222 1275193.959 6536.418 -0.17882 0.14852 -179.58576 27.84046853 -82.60893046 022_2129 116 487209.190491 459384.886 1276947.403 6533.207 -0.19095 0.16435 -179.56796 27.84529143 -82.60894296 022_2128 117 487215.985409 459390.951 1278700.763 6529.419 -0.18601 0.18481 -179.56536 27.85011412 -82.60895113 022_2127 118 487222.764901 459402.870 1280453.948 6526.203 -0.20090 0.17914 -179.60306 27.85493640 -82.60894119 022_2126 119 487229.549353 459422.441 1282209.492 6525.785 -0.18702 0.17975 -179.62126 27.85976527 -82.60890760 022_2125 120 487236.343836 459446.311 1283964.601 6529.834 -0.16094 0.16483 -179.59688 27.86459300 -82.60886071 022_2124 121 487243.166745 459469.684 1285722.001 6536.569 -0.19469 0.17119 -179.57459 27.86942702 -82.60881538 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 38 of 330 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. 022_2123 122 487249.988219 459485.061 1287474.930 6545.270 -0.16074 0.23724 -179.57812 27.87424863 -82.60879474 022_2122 123 487256.836591 459464.233 1289227.751 6555.242 -0.15008 0.16194 -179.59528 27.87906944 -82.60888617 022_2121 124 487263.708368 459418.309 1290981.854 6558.676 -0.14930 0.17294 -179.60129 27.88389344 -82.60905531 022_2120 125 487270.566381 459364.135 1292735.360 6556.629 -0.19939 0.14816 -179.59482 27.88871567 -82.60925000 022_2119 126 487277.398652 459312.379 1294486.171 6555.259 -0.19900 0.18868 -179.61431 27.89353053 -82.60943718 022_2118 127 487284.231222 459266.855 1296238.843 6556.036 -0.16587 0.14334 -179.56987 27.89835058 -82.60960512 022_2117 128 487291.065147 459229.146 1297992.612 6556.103 -0.16785 0.18515 -179.58782 27.90317375 -82.60974891 022_2116 129 487297.895572 459198.104 1299748.783 6551.118 -0.19296 0.19177 -179.60146 27.90800362 -82.60987210 022_2115 130 487304.690036 459176.176 1301499.255 6545.804 -0.18284 0.16005 -179.60745 27.91281793 -82.60996700 022_2114 131 487311.499907 459162.133 1303255.971 6542.946 -0.18529 0.17121 -179.57262 27.91764953 -82.61003760 022_2113 132 487318.280463 459155.578 1305006.266 6543.185 -0.15395 0.16163 -179.56966 27.92246356 -82.61008492 022_2112 133 487325.089399 459155.554 1306763.708 6546.607 -0.14236 0.23777 -179.58864 27.92729733 -82.61011213 021_2060 138 487555.147620 455121.915 1306728.829 6621.176 0.17762 -0.18154 0.43251 27.92714550 -82.62260252 021_2061 139 487561.458386 455114.285 1304971.949 6615.274 0.16500 -0.15739 0.45555 27.92231317 -82.62259846 021_2062 140 487567.727779 455109.201 1303219.730 6605.481 0.16042 -0.14539 0.45290 27.91749370 -82.62258660 021_2063 141 487573.980329 455103.709 1301466.181 6597.124 0.14206 -0.19560 0.42657 27.91267056 -82.62257598 021_2064 142 487580.225830 455095.570 1299711.186 6589.589 0.14240 -0.18695 0.45332 27.90784341 -82.62257354 021_2065 143 487586.456322 455083.525 1297958.445 6581.954 0.17409 -0.16650 0.45131 27.90302239 -82.62258324 021_2066 144 487592.688646 455065.371 1296203.120 6575.712 0.16900 -0.16162 0.43828 27.89819418 -82.62261181 021_2067 145 487598.921825 455041.126 1294447.135 6571.649 0.15122 -0.20171 0.44426 27.89336406 -82.62265922 021_2068 146 487605.166774 455022.393 1292689.928 6575.248 0.14276 -0.25488 0.45001 27.88853066 -82.62268956 021_2069 147 487611.401312 455031.843 1290940.359 6583.349 0.19971 -0.16729 0.42452 27.88371866 -82.62263278 021_2070 148 487617.680794 455057.769 1289182.578 6588.891 0.16821 -0.15282 0.44750 27.87888429 -82.62252488 021_2071 149 487623.946235 455088.162 1287431.288 6591.678 0.17228 -0.20309 0.43636 27.87406784 -82.62240327 021_2072 150 487630.228691 455117.752 1285677.483 6594.282 0.16149 -0.15876 0.46478 27.86924446 -82.62228412 021_2073 151 487636.528631 455139.995 1283920.105 6594.623 0.15209 -0.16770 0.45233 27.86441114 -82.62218767 021_2074 152 487642.800092 455153.221 1282170.652 6593.576 0.14746 -0.18363 0.46115 27.85959949 -82.62211926 021_2075 153 487649.100533 455159.216 1280413.151 6592.493 0.15543 -0.18025 0.42328 27.85476560 -82.62207311 021_2076 154 487655.383483 455158.107 1278661.698 6591.959 0.13653 -0.18929 0.45468 27.84994824 -82.62204905 021_2077 155 487661.683419 455152.665 1276906.545 6591.288 0.15530 -0.19224 0.43201 27.84512064 -82.62203834 021_2078 156 487667.971363 455144.402 1275154.548 6588.725 0.18233 -0.16055 0.43873 27.84030169 -82.62203642 021_2079 157 487674.265309 455136.183 1273400.484 6586.935 0.12676 -0.24410 0.46071 27.83547704 -82.62203434 021_2080 158 487680.578227 455144.501 1271643.459 6591.831 0.14862 -0.18033 0.44638 27.83064447 -82.62198105 021_2081 159 487686.885159 455161.089 1269891.195 6593.139 0.16199 -0.17628 0.42828 27.82582511 -82.62190225 021_2082 160 487693.195587 455180.663 1268137.241 6588.352 0.16067 -0.18940 0.43864 27.82100114 -82.62181421 021_2083 161 487699.495527 455200.041 1266384.558 6584.120 0.14550 -0.18070 0.42455 27.81618066 -82.62172680 021_2084 162 487705.814450 455214.861 1264627.578 6586.253 0.15195 -0.17022 0.44867 27.81134830 -82.62165343 021_2085 163 487712.113379 455222.804 1262877.507 6589.898 0.15115 -0.21256 0.45217 27.80653484 -82.62160146 021_2086 164 487718.438219 455233.183 1261122.461 6597.616 0.20017 -0.16717 0.43585 27.80170772 -82.62154189 021_2087 165 487724.781186 455252.135 1259364.362 6599.870 0.17663 -0.18358 0.42690 27.79687233 -82.62145576 021_2088 166 487731.091612 455277.308 1257613.534 6598.316 0.15485 -0.17077 0.44081 27.79205701 -82.62135051 021_2089 167 487737.410547 455304.501 1255858.942 6599.993 0.17363 -0.17705 0.43906 27.78723137 -82.62123897 021_2090 168 487743.720480 455330.916 1254106.477 6599.280 0.14218 -0.19793 0.43120 27.78241157 -82.62112989 021_2091 169 487750.031385 455360.926 1252351.630 6597.949 0.15946 -0.17114 0.43827 27.77758525 -82.62100966 021_2092 170 487756.326837 455390.136 1250600.997 6599.994 0.15661 -0.17321 0.45050 27.77277052 -82.62089199 021_2093 171 487762.637258 455414.975 1248845.141 6601.058 0.14205 -0.19239 0.44771 27.76794135 -82.62078777 021_2094 172 487768.937209 455433.954 1247092.182 6605.027 0.15128 -0.17443 0.42723 27.76312007 -82.62070173 021_2095 173 487775.244619 455452.712 1245337.748 6609.245 0.18012 -0.23672 0.45472 27.75829472 -82.62061636 021_2096 174 487781.555048 455485.415 1243584.612 6612.694 0.16673 -0.19491 0.43708 27.75347314 -82.62048791 021_2097 175 487787.862964 455527.062 1241831.683 6612.054 0.19128 -0.17300 0.43483 27.74865224 -82.62033182 021_2098 176 487794.173394 455569.093 1240076.646 6612.372 0.18737 -0.15283 0.42847 27.74382555 -82.62017453 021_2099 177 487800.474807 455605.482 1238324.583 6614.623 0.16244 -0.16567 0.43478 27.73900695 -82.62003475 021_2100 178 487806.780271 455635.872 1236571.730 6615.433 0.14792 -0.19299 0.44327 27.73418610 -82.61991352 021_2101 179 487813.081211 455660.087 1234819.646 6614.101 0.19631 -0.16036 0.46187 27.72936727 -82.61981140 021_2102 180 487819.385673 455678.200 1233064.761 6608.827 0.16090 -0.15013 0.46014 27.72454065 -82.61972811 021_2103 181 487825.684564 455688.443 1231307.524 6602.781 0.11908 -0.19141 0.41215 27.71970745 -82.61966912 021_2104 182 487831.950001 455694.725 1229556.442 6600.655 0.13449 -0.21608 0.48625 27.71489111 -82.61962248 021_2105 183 487838.230492 455721.987 1227800.541 6603.705 0.16325 -0.18920 0.44403 27.71006182 -82.61951094 021_2106 184 487844.496462 455770.079 1226049.268 6606.870 0.21777 -0.18079 0.43085 27.70524553 -82.61933510 021_2107 185 487850.777418 455825.322 1224294.187 6605.148 0.13387 -0.12450 0.46580 27.70041887 -82.61913713 020_2055 190 488102.719950 451817.122 1219007.354 6602.128 -0.18251 0.18261 -179.55632 27.68582128 -82.63143983 020_2054 191 488109.590345 451809.875 1220759.012 6602.100 -0.17068 0.16010 -179.59067 27.69063919 -82.63148994 020_2053 192 488116.461725 451798.251 1222513.117 6596.126 -0.16997 0.15246 -179.53592 27.69546376 -82.63155363 020_2052 193 488123.321126 451765.189 1224265.352 6592.039 -0.15988 0.18917 -179.53395 27.70028289 -82.63168354 020_2051 194 488130.192520 451708.310 1226023.060 6584.794 -0.17887 0.16916 -179.56698 27.70511673 -82.63188716 020_2050 195 488137.012459 451655.173 1227772.262 6579.522 -0.16701 0.18852 -179.60529 27.70992722 -82.63207910 020_2049 196 488143.843371 451616.172 1229527.478 6577.543 -0.12847 0.16631 -179.57999 27.71475445 -82.63222747 020_2048 197 488150.677290 451593.232 1231284.554 6581.231 -0.19348 0.12561 -179.58427 27.71958702 -82.63232625 020_2047 198 488157.499939 451581.000 1233036.309 6586.875 -0.17494 0.15406 -179.54597 27.72440510 -82.63239186 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 39 of 330 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. 020_2046 199 488164.345144 451573.841 1234791.585 6591.134 -0.14262 0.19497 -179.56397 27.72923294 -82.63244185 020_2045 200 488171.178564 451569.959 1236544.033 6592.745 -0.19408 0.17296 -179.56490 27.73405303 -82.63248167 020_2044 201 488177.998493 451568.787 1238297.436 6588.186 -0.17156 0.16130 -179.59757 27.73887580 -82.63251315 020_2043 202 488184.803445 451571.404 1240051.777 6582.782 -0.16926 0.15636 -179.56016 27.74370118 -82.63253293 020_2042 203 488191.598415 451579.541 1241807.754 6577.590 -0.16941 0.19417 -179.55489 27.74853115 -82.63253567 020_2041 204 488198.377880 451593.778 1243562.569 6575.412 -0.17280 0.19355 -179.56376 27.75335800 -82.63251955 020_2040 205 488205.150364 451606.273 1245315.442 6576.355 -0.19657 0.13833 -179.57454 27.75817948 -82.63250878 020_2039 206 488211.929337 451616.690 1247070.205 6573.854 -0.18244 0.19093 -179.57250 27.76300613 -82.63250447 020_2038 207 488218.701822 451628.178 1248823.602 6571.474 -0.19829 0.16333 -179.57561 27.76782903 -82.63249683 020_2037 208 488225.498276 451644.164 1250582.542 6570.256 -0.16791 0.11269 -179.58666 27.77266724 -82.63247537 020_2036 209 488232.280529 451640.471 1252333.249 6576.538 -0.15959 0.19896 -179.54248 27.77748253 -82.63251464 020_2035 210 488239.102686 451596.529 1254086.570 6583.267 -0.19410 0.16283 -179.57800 27.78230442 -82.63267844 020_2034 211 488245.936659 451537.039 1255841.725 6581.589 -0.18065 0.18252 -179.56951 27.78713114 -82.63289037 020_2033 212 488252.741563 451481.303 1257592.291 6576.856 -0.15789 0.20491 -179.57554 27.79194529 -82.63309063 020_2032 213 488259.549003 451440.021 1259347.527 6574.096 -0.16080 0.19689 -179.60225 27.79677248 -82.63324629 020_2031 214 488266.328542 451416.255 1261098.883 6571.940 -0.19004 0.17923 -179.60548 27.80158925 -82.63334772 020_2030 215 488273.112455 451410.055 1262853.408 6573.373 -0.14221 0.16900 -179.57162 27.80641498 -82.63339489 020_2029 216 488279.892948 451413.328 1264605.357 6577.848 -0.17889 0.15058 -179.55391 27.81123375 -82.63341271 020_2028 217 488286.690380 451420.233 1266360.894 6576.426 -0.18476 0.14825 -179.56901 27.81606244 -82.63341936 020_2027 218 488293.473425 451427.054 1268116.486 6568.687 -0.17676 0.17892 -179.56675 27.82089127 -82.63342629 020_2026 219 488300.225864 451435.906 1269868.448 6563.303 -0.15328 0.16322 -179.55337 27.82571015 -82.63342687 020_2025 220 488306.998335 451446.921 1271624.989 6565.989 -0.16674 0.16900 -179.57983 27.83054165 -82.63342084 020_2024 221 488313.779820 451439.012 1273377.236 6573.467 -0.16149 0.21148 -179.57710 27.83536107 -82.63347329 020_2023 222 488320.590776 451398.582 1275130.866 6579.293 -0.19485 0.16209 -179.57430 27.84018382 -82.63362641 020_2022 223 488327.408214 451346.076 1276884.522 6581.355 -0.17147 0.15304 -179.55505 27.84500647 -82.63381691 020_2021 224 488334.217643 451295.337 1278637.047 6584.062 -0.16781 0.17210 -179.57514 27.84982603 -82.63400195 020_2020 225 488341.038582 451253.502 1280393.111 6585.550 -0.18953 0.18495 -179.54801 27.85465545 -82.63415950 020_2019 226 488347.844522 451223.910 1282145.392 6587.283 -0.16804 0.18782 -179.58982 27.85947464 -82.63427913 020_2018 227 488354.665467 451202.409 1283902.117 6587.268 -0.19433 0.19597 -179.56538 27.86430616 -82.63437380 020_2017 228 488361.450428 451187.405 1285651.841 6585.859 -0.14734 0.14537 -179.57291 27.86911851 -82.63444827 020_2016 229 488368.255375 451179.665 1287407.081 6586.531 -0.18916 0.20810 -179.57086 27.87394613 -82.63450035 020_2015 230 488375.052835 451176.596 1289160.684 6586.503 -0.16144 0.20357 -179.56689 27.87876931 -82.63453796 020_2014 231 488381.857292 451175.353 1290915.613 6587.956 -0.17224 0.19092 -179.57182 27.88359617 -82.63456994 020_2013 232 488388.667231 451175.276 1292670.226 6590.051 -0.17189 0.18596 -179.56402 27.88842217 -82.63459831 020_2012 233 488395.463108 451174.799 1294422.276 6588.114 -0.16644 0.10956 -179.55607 27.89324110 -82.63462789 020_2011 234 488402.267154 451174.009 1296180.152 6585.747 -0.15701 0.13820 -179.57199 27.89807606 -82.63465854 020_2010 235 488409.038633 451174.148 1297930.806 6583.499 -0.17888 0.20557 -179.58260 27.90289116 -82.63468620 020_2009 236 488415.830641 451177.814 1299686.961 6580.362 -0.18476 0.18864 -179.56150 27.90772144 -82.63470304 020_2008 237 488422.602067 451183.976 1301437.622 6577.374 -0.16291 0.20680 -179.59815 27.91253664 -82.63471207 020_2007 238 488429.394535 451193.958 1303192.327 6578.147 -0.15748 0.16737 -179.56462 27.91736301 -82.63470934 020_2006 239 488436.217464 451207.950 1304952.174 6580.518 -0.17448 0.18917 -179.57216 27.92220358 -82.63469429 020_2005 240 488443.028416 451217.986 1306705.831 6584.962 -0.18524 0.13919 -179.51590 27.92702707 -82.63469138 020_2004 241 488449.876330 451187.312 1308460.783 6593.166 -0.18496 0.17499 -179.58896 27.93185353 -82.63481457 020_2003 242 488456.723736 451124.701 1310209.319 6592.887 -0.16314 0.16968 -179.56757 27.93666188 -82.63503658 020_2002 243 488463.594123 451055.098 1311963.748 6590.874 -0.17360 0.16110 -179.57884 27.94148635 -82.63528037 020_2001 244 488470.453525 450994.253 1313716.161 6590.541 -0.17149 0.20767 -179.58454 27.94630538 -82.63549702 020_2000 245 488477.326408 450946.854 1315471.245 6593.431 -0.17040 0.19530 -179.56722 27.95113195 -82.63567209 020_1999 246 488484.198290 450910.657 1317224.170 6595.665 -0.16690 0.18205 -179.58926 27.95595274 -82.63581245 020_1998 247 488491.055686 450883.431 1318976.883 6587.493 -0.17513 0.18662 -179.56001 27.96077307 -82.63592503 020_1997 248 488497.884615 450865.191 1320731.407 6574.028 -0.16196 0.18164 -179.57660 27.96559851 -82.63600983 020_1996 249 488504.679596 450859.178 1322484.781 6562.416 -0.15240 0.16605 -179.60358 27.97042095 -82.63605673 020_1995 250 488511.463538 450866.910 1324239.023 6555.783 -0.15608 0.15003 -179.57078 27.97524598 -82.63606108 020_1994 251 488518.243513 450885.149 1325991.955 6553.732 -0.16573 0.15511 -179.56545 27.98006755 -82.63603285 020_1993 252 488525.041477 450909.704 1327747.054 6553.552 -0.18210 0.16471 -179.56804 27.98489517 -82.63598510 020_1992 253 488531.859415 450937.953 1329504.809 6553.459 -0.22202 0.20063 -179.55361 27.98973014 -82.63592594 020_1991 254 488538.669863 450967.891 1331258.532 6554.482 -0.18772 0.18790 -179.59728 27.99455405 -82.63586149 020_1990 255 488545.504282 450997.419 1333015.698 6559.450 -0.16745 0.15334 -179.58506 27.99938741 -82.63579835 020_1989 256 488552.338699 451021.414 1334768.256 6566.806 -0.21192 0.17311 -179.55669 28.00420802 -82.63575229 020_1988 257 488559.212590 451007.913 1336523.543 6574.803 -0.14696 0.14436 -179.52746 28.00903559 -82.63582248 020_1987 258 488566.097498 450963.019 1338275.950 6579.316 -0.14074 0.20352 -179.60585 28.01385479 -82.63598992 020_1986 259 488572.994333 450908.425 1340030.047 6582.178 -0.15869 0.19276 -179.56622 28.01867849 -82.63618747 020_1985 260 488579.880884 450857.539 1341781.918 6583.950 -0.15423 0.19968 -179.57642 28.02349613 -82.63637351 020_1984 261 488586.751586 450817.248 1343530.995 6589.876 -0.18635 0.14217 -179.55534 28.02830622 -82.63652669 020_1983 262 488593.648450 450787.259 1345285.981 6597.846 -0.14411 0.23415 -179.58146 28.03313271 -82.63664805 020_1982 263 488600.547799 450763.590 1347040.058 6603.435 -0.20293 0.19168 -179.57869 28.03795678 -82.63674982 020_1981 264 488607.443177 450742.474 1348794.560 6600.765 -0.19313 0.15944 -179.57873 28.04278206 -82.63684369 020_1980 265 488614.315584 450725.010 1350548.029 6596.077 -0.12794 0.09115 -179.50464 28.04760455 -82.63692624 020_1979 266 488621.187938 450681.288 1352301.476 6595.913 -0.21801 0.20774 -179.59818 28.05242660 -82.63709021 020_1978 267 488628.058321 450608.785 1354054.986 6592.815 -0.16721 0.17904 -179.56642 28.05724840 -82.63734343 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 40 of 330 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. 020_1977 268 488634.916127 450535.156 1355809.733 6589.212 -0.15080 0.16548 -179.58112 28.06207358 -82.63760019 020_1976 269 488641.721677 450476.123 1357559.307 6584.310 -0.20233 0.20348 -179.56752 28.06688474 -82.63781163 020_1975 270 488648.516645 450437.023 1359312.066 6578.895 -0.19254 0.16236 -179.58578 28.07170495 -82.63796134 020_1974 271 488655.307594 450413.196 1361068.033 6574.368 -0.15202 0.21133 -179.60060 28.07653419 -82.63806376 020_1973 272 488662.079578 450400.628 1362820.751 6573.112 -0.15751 0.15887 -179.55095 28.08135465 -82.63813123 020_1972 273 488668.858555 450398.598 1364575.309 6574.388 -0.16123 0.16064 -179.57487 28.08618033 -82.63816606 020_1971 274 488675.645532 450405.420 1366328.934 6580.529 -0.21094 0.16502 -179.56980 28.09100357 -82.63817342 020_1970 275 488682.454965 450414.890 1368084.468 6582.154 -0.19569 0.17939 -179.57314 28.09583208 -82.63817261 020_1969 276 488689.258426 450424.627 1369840.788 6576.930 -0.19179 0.17025 -179.58215 28.10066277 -82.63817099 020_1968 277 488696.029412 450436.696 1371592.762 6573.576 -0.13580 0.19034 -179.60619 28.10548152 -82.63816206 020_1967 278 488702.822286 450452.062 1373350.206 6575.032 -0.15636 0.19493 -179.58970 28.11031537 -82.63814301 020_1966 279 488709.606349 450469.137 1375103.223 6576.122 -0.18045 0.17093 -179.56524 28.11513706 -82.63811858 020_1965 280 488716.398797 450486.663 1376857.753 6575.879 -0.21806 0.18294 -179.55979 28.11996292 -82.63809278 020_1964 281 488723.183132 450505.169 1378610.484 6576.413 -0.18508 0.16572 -179.56828 28.12478384 -82.63806391 020_1963 282 488729.979226 450524.848 1380365.279 6577.751 -0.16580 0.16321 -179.57036 28.12961045 -82.63803145 020_1962 283 488736.787820 450527.538 1382119.824 6582.054 -0.12716 0.18659 -179.59003 28.13443613 -82.63805168 020_1961 284 488743.622598 450488.398 1383873.200 6585.096 -0.16293 0.15681 -179.59609 28.13925798 -82.63820169 020_1960 285 488750.468509 450430.563 1385626.168 6586.797 -0.19367 0.17492 -179.56772 28.14407843 -82.63840973 020_1959 286 488757.315426 450372.282 1387378.175 6588.979 -0.15853 0.16827 -179.57976 28.14889623 -82.63861915 020_1958 287 488764.162313 450322.316 1389132.609 6589.265 -0.18689 0.18069 -179.59457 28.15372083 -82.63880284 020_1957 288 488770.994272 450284.405 1390886.657 6588.188 -0.16245 0.18538 -179.57958 28.15854453 -82.63894913 020_1956 289 488777.826687 450257.092 1392641.609 6591.004 -0.17752 0.19325 -179.58741 28.16337087 -82.63906256 020_1955 290 488784.660118 450237.620 1394396.582 6590.583 -0.13289 0.17059 -179.56646 28.16819737 -82.63915167 020_1954 291 488791.481529 450224.457 1396148.526 6591.390 -0.16929 0.22902 -179.56170 28.17301564 -82.63922116 020_1953 292 488798.313467 450214.142 1397902.875 6589.190 -0.14567 0.15798 -179.58012 28.17784055 -82.63928186 020_1952 293 488805.134403 450202.924 1399655.758 6585.347 -0.16102 0.16072 -179.55754 28.18266142 -82.63934535 020_1951 294 488811.955351 450189.817 1401411.592 6581.213 -0.16653 0.14843 -179.57125 28.18749037 -82.63941477 019_1831 299 489044.012335 446341.450 1401378.331 6591.853 0.17270 -0.18463 0.44800 28.18734257 -82.65136009 019_1832 300 489050.357217 446351.918 1399621.076 6603.827 0.16427 -0.17841 0.45304 28.18250969 -82.65129830 019_1833 301 489056.691893 446361.529 1397869.389 6606.591 0.19151 -0.17497 0.43377 28.17769210 -82.65123928 019_1834 302 489063.037515 446366.289 1396113.673 6606.864 0.20659 -0.16569 0.44958 28.17286336 -82.65119527 019_1835 303 489069.369911 446363.170 1394362.472 6606.902 0.12122 -0.18248 0.50770 28.16804691 -82.65117578 019_1836 304 489075.716311 446367.533 1392607.722 6609.112 0.17996 -0.13182 0.44514 28.16322082 -82.65113303 019_1837 305 489082.062204 446381.577 1390852.582 6608.832 0.19810 -0.16826 0.46692 28.15839378 -82.65106023 019_1838 306 489088.393123 446394.034 1389099.964 6605.417 0.16763 -0.18169 0.43049 28.15357366 -82.65099241 019_1839 307 489094.714022 446401.113 1387345.790 6599.400 0.14881 -0.18217 0.43717 28.14874918 -82.65094126 019_1840 308 489101.013462 446402.408 1385593.269 6595.466 0.15414 -0.17715 0.45256 28.14392915 -82.65090810 019_1841 309 489107.318390 446399.320 1383836.136 6593.330 0.18034 -0.17052 0.45925 28.13909637 -82.65088847 019_1842 310 489113.594414 446392.253 1382084.903 6593.363 0.16681 -0.17773 0.47671 28.13427975 -82.65088129 019_1843 311 489119.889290 446382.079 1380329.381 6596.008 0.15984 -0.18271 0.44842 28.12945130 -82.65088368 019_1844 312 489126.189728 446372.301 1378572.363 6593.923 0.16591 -0.18660 0.42380 28.12461872 -82.65088482 019_1845 313 489132.465187 446363.548 1376820.698 6588.641 0.15058 -0.17721 0.46699 28.11980088 -82.65088287 019_1846 314 489138.747647 446375.759 1375066.548 6590.475 0.21454 -0.18944 0.45403 28.11497652 -82.65081586 019_1847 315 489145.025594 446403.326 1373314.142 6591.949 0.15478 -0.14699 0.45453 28.11015717 -82.65070125 019_1848 316 489151.320037 446434.399 1371559.374 6595.492 0.14085 -0.17309 0.44814 28.10533137 -82.65057575 019_1849 317 489157.608495 446461.560 1369807.623 6596.019 0.15830 -0.15903 0.46826 28.10051381 -82.65046244 019_1850 318 489163.915413 446479.335 1368051.621 6597.148 0.18101 -0.17232 0.43186 28.09568442 -82.65037819 019_1851 319 489170.227342 446488.120 1366296.288 6597.723 0.16597 -0.16268 0.45603 28.09085673 -82.65032185 019_1852 320 489176.538284 446491.307 1364542.520 6594.100 0.16652 -0.16643 0.44044 28.08603326 -82.65028290 019_1853 321 489182.844216 446489.026 1362788.288 6587.467 0.18063 -0.20397 0.43545 28.08120843 -82.65026090 019_1854 322 489189.144650 446481.305 1361035.023 6586.422 0.15269 -0.18825 0.44219 28.07638617 -82.65025580 019_1855 323 489195.455061 446473.840 1359280.789 6592.238 0.14701 -0.14188 0.44477 28.07156126 -82.65024990 019_1856 324 489201.763500 446484.484 1357530.273 6600.505 0.12176 -0.23822 0.43647 28.06674682 -82.65018790 019_1857 325 489208.097613 446509.311 1355773.648 6606.375 0.17391 -0.18392 0.43680 28.06191580 -82.65008185 019_1858 326 489214.416311 446539.855 1354020.328 6611.741 0.19976 -0.19145 0.39563 28.05709394 -82.64995814 019_1859 327 489220.728247 446572.094 1352267.486 6615.159 0.17146 -0.20018 0.40213 28.05227342 -82.64982920 019_1860 328 489227.038666 446603.527 1350511.267 6615.026 0.16549 -0.18606 0.44479 28.04744359 -82.64970271 019_1861 329 489233.307127 446632.477 1348760.887 6612.757 0.16145 -0.17165 0.43869 28.04262979 -82.64958404 019_1862 330 489239.583092 446656.900 1347003.144 6609.320 0.13227 -0.21369 0.47266 28.03779566 -82.64947929 019_1863 331 489245.815589 446673.112 1345252.115 6604.987 0.14448 -0.15965 0.44966 28.03297988 -82.64940012 019_1864 332 489252.046094 446681.307 1343497.471 6599.666 0.18641 -0.18866 0.45655 28.02815403 -82.64934575 019_1865 333 489258.255119 446681.645 1341745.559 6594.356 0.16974 -0.18337 0.44537 28.02333558 -82.64931578 019_1866 334 489264.476693 446675.959 1339988.784 6593.123 0.14925 -0.18879 0.46446 28.01850366 -82.64930442 019_1867 335 489270.698650 446666.545 1338233.549 6595.975 0.15235 -0.22800 0.42852 28.01367591 -82.64930463 019_1868 336 489276.919621 446654.283 1336481.112 6599.100 0.17050 -0.15439 0.44264 28.00885582 -82.64931373 019_1869 337 489283.163524 446641.117 1334722.545 6600.023 0.20737 -0.16791 0.45873 28.00401885 -82.64932553 019_1870 338 489289.384063 446629.505 1332969.140 6598.154 0.19158 -0.18305 0.44005 27.99919610 -82.64933260 019_1871 339 489295.605180 446628.730 1331213.847 6599.396 0.19428 -0.22115 0.46053 27.99436832 -82.64930606 019_1872 340 489301.814637 446655.588 1329461.968 6601.357 0.14938 -0.15240 0.41723 27.98955032 -82.64919397 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 41 of 330 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. 019_1873 341 489308.023714 446695.348 1327708.500 6599.326 0.15562 -0.16993 0.43681 27.98472813 -82.64904190 019_1874 342 489314.232738 446734.892 1325954.416 6599.333 0.19008 -0.18173 0.44753 27.97990425 -82.64889050 019_1875 343 489320.431282 446768.384 1324205.377 6601.159 0.18838 -0.16646 0.44157 27.97509415 -82.64875795 019_1876 344 489326.664274 446793.188 1322449.002 6603.058 0.14932 -0.17075 0.44517 27.97026374 -82.64865221 019_1877 345 489332.886810 446809.027 1320697.788 6602.173 0.15107 -0.17448 0.44716 27.96544739 -82.64857434 019_1878 346 489339.130284 446818.542 1318942.371 6599.815 0.12797 -0.16057 0.43186 27.96061939 -82.64851600 019_1879 347 489345.376267 446823.423 1317188.184 6599.385 0.14624 -0.14935 0.44397 27.95579470 -82.64847205 019_1880 348 489351.631747 446830.736 1315434.089 6604.694 0.13898 -0.25485 0.46034 27.95097029 -82.64842057 019_1881 349 489357.888220 446864.194 1313681.058 6608.469 0.17886 -0.19118 0.48268 27.94614919 -82.64828814 019_1882 350 489364.142206 446913.111 1311927.372 6608.359 0.18152 -0.18367 0.44587 27.94132651 -82.64810785 019_1883 351 489370.399680 446963.947 1310171.991 6608.028 0.20511 -0.16847 0.46056 27.93649919 -82.64792160 019_1884 352 489376.643175 447008.356 1308419.784 6605.315 0.16786 -0.16443 0.45210 27.93168050 -82.64775532 019_1885 353 489382.888161 447043.485 1306666.422 6602.150 0.15432 -0.13179 0.44843 27.92685850 -82.64761779 019_1886 354 489389.131656 447068.024 1304912.407 6599.072 0.11988 -0.16786 0.42259 27.92203454 -82.64751305 019_1887 355 489395.376151 447080.859 1303157.281 6597.278 0.15817 -0.19094 0.46061 27.91720735 -82.64744455 019_1888 356 489401.619565 447083.411 1301402.874 6597.820 0.19569 -0.16162 0.43246 27.91238199 -82.64740791 019_1889 357 489407.853637 447079.925 1299652.555 6597.590 0.16820 -0.14915 0.43921 27.90756778 -82.64739004 019_1890 358 489414.107125 447072.793 1297895.785 6594.747 0.17332 -0.19021 0.43569 27.90273577 -82.64738336 019_1891 359 489420.340392 447061.306 1296141.676 6592.007 0.12558 -0.14128 0.47278 27.89791101 -82.64739021 019_1892 360 489426.572623 447045.507 1294385.974 6592.193 0.14696 -0.13460 0.55299 27.89308181 -82.64741038 019_1893 361 489432.794628 447049.656 1292634.355 6599.086 0.20830 -0.18020 0.42813 27.88826412 -82.64736888 019_1894 362 489439.025131 447080.482 1290881.875 6603.266 0.17852 -0.15697 0.46621 27.88344445 -82.64724479 019_1895 363 489445.270561 447122.157 1289124.766 6603.122 0.22237 -0.19843 0.44296 27.87861220 -82.64708706 019_1896 364 489451.491641 447163.078 1287372.009 6599.304 0.13636 -0.14171 0.46315 27.87379191 -82.64693176 019_1897 365 489457.712165 447196.853 1285618.194 6598.641 0.13660 -0.15537 0.46594 27.86896859 -82.64679857 019_1898 366 489463.934159 447221.395 1283865.613 6602.024 0.15252 -0.18322 0.46777 27.86414854 -82.64669399 019_1899 367 489470.166662 447236.570 1282112.014 6605.896 0.16459 -0.18694 0.41674 27.85932554 -82.64661840 019_1900 368 489476.400158 447245.306 1280359.123 6608.346 0.15491 -0.14090 0.49357 27.85450440 -82.64656276 019_1901 369 489482.643157 447251.346 1278603.102 6607.688 0.15690 -0.20112 0.41735 27.84967460 -82.64651542 019_1902 370 489488.876659 447257.408 1276848.972 6606.213 0.17450 -0.16731 0.44794 27.84485000 -82.64646805 019_1903 371 489495.096180 447261.255 1275097.457 6603.444 0.17298 -0.18359 0.47041 27.84003256 -82.64642759 019_1904 372 489501.328194 447261.646 1273340.826 6601.905 0.15097 -0.16013 0.45494 27.83520100 -82.64639775 019_1905 373 489507.537193 447260.147 1271589.625 6600.920 0.13665 -0.18124 0.44540 27.83038434 -82.64637384 019_1906 374 489513.770692 447259.329 1269832.490 6600.088 0.22440 -0.18972 0.44737 27.82555136 -82.64634774 019_1907 375 489519.991219 447257.725 1268080.966 6598.511 0.22001 -0.17097 0.43916 27.82073380 -82.64632417 019_1908 376 489526.238198 447251.655 1266323.896 6598.467 0.17819 -0.17896 0.41609 27.81590092 -82.64631434 019_1909 377 489532.481696 447241.281 1264569.892 6601.371 0.14356 -0.18536 0.44448 27.81107641 -82.64631787 019_1910 378 489538.738163 447229.316 1262812.865 6603.992 0.18104 -0.12587 0.48553 27.80624355 -82.64632628 019_1911 379 489544.981608 447225.339 1261059.317 6607.363 0.14115 -0.26058 0.44089 27.80142038 -82.64631004 019_1912 380 489551.228330 447254.999 1259305.394 6609.844 0.18364 -0.17248 0.44890 27.79659666 -82.64618976 019_1913 381 489557.458154 447304.205 1257556.507 6608.771 0.16198 -0.15731 0.44796 27.79178707 -82.64600913 019_1914 382 489563.703150 447356.031 1255802.905 6607.005 0.14651 -0.20620 0.44418 27.78696454 -82.64582033 019_1915 383 489569.948624 447400.839 1254047.920 6604.583 0.19510 -0.22504 0.44141 27.78213811 -82.64565325 019_1916 384 489576.178640 447435.504 1252294.071 6600.445 0.18461 -0.16694 0.43511 27.77731465 -82.64551756 019_1917 385 489582.399142 447459.386 1250540.182 6598.345 0.11960 -0.18844 0.43465 27.77249092 -82.64541524 019_1918 386 489588.620155 447472.062 1248787.033 6602.500 0.16108 -0.19362 0.45940 27.76766906 -82.64534759 019_1919 387 489594.854674 447478.713 1247033.063 6607.128 0.17640 -0.17947 0.45011 27.76284485 -82.64529856 019_1920 388 489601.098172 447484.797 1245278.738 6608.083 0.15822 -0.15330 0.50162 27.75801965 -82.64525130 019_1921 389 489607.332142 447489.674 1243526.646 6606.686 0.22445 -0.14745 0.43448 27.75320058 -82.64520781 019_1922 390 489613.575653 447491.929 1241769.891 6603.747 0.18612 -0.20070 0.46149 27.74836864 -82.64517236 019_1923 391 489619.808709 447491.866 1240014.229 6601.555 0.16710 -0.19303 0.44828 27.74353967 -82.64514410 019_1924 392 489626.028161 447488.943 1238262.483 6600.389 0.16673 -0.20859 0.43162 27.73872142 -82.64512475 019_1925 393 489632.261150 447482.595 1236506.805 6599.320 0.18287 -0.16012 0.42329 27.73389230 -82.64511593 019_1926 394 489638.482646 447473.852 1234754.349 6599.096 0.17159 -0.15704 0.45343 27.72907202 -82.64511458 019_1927 395 489644.726156 447462.586 1232995.875 6598.650 0.15670 -0.15453 0.48013 27.72423513 -82.64512092 019_1928 396 489650.947163 447452.557 1231243.540 6600.538 0.10281 -0.16125 0.48127 27.71941515 -82.64512355 019_1929 397 489657.179674 447475.013 1229488.561 6603.073 0.17214 -0.15609 0.45228 27.71458836 -82.64502574 019_1930 398 489663.412166 447521.622 1227733.750 6603.755 0.15391 -0.17939 0.42926 27.70976238 -82.64485330 019_1931 399 489669.622189 447574.316 1225985.672 6605.316 0.17587 -0.18315 0.43554 27.70495500 -82.64466219 019_1932 400 489675.855693 447624.488 1224231.930 6607.310 0.17002 -0.11159 0.46163 27.70013200 -82.64447879 019_1933 401 489682.088205 447669.599 1222479.916 6609.618 0.15354 -0.19485 0.42999 27.69531367 -82.64431109 019_1934 402 489688.333180 447710.558 1220724.787 6609.246 0.17269 -0.18463 0.43486 27.69048672 -82.64415618 019_1935 403 489694.564686 447749.227 1218972.073 6608.738 0.21090 -0.17569 0.44523 27.68566637 -82.64400841 019_1936 404 489700.797686 447787.387 1217217.813 6609.350 0.16087 -0.21157 0.44527 27.68084176 -82.64386221 019_1937 405 489707.017198 447827.180 1215465.352 6606.010 0.14254 -0.18089 0.44345 27.67602211 -82.64371100 019_1938 406 489713.238213 447865.579 1213710.313 6601.840 0.16351 -0.21773 0.41968 27.67119536 -82.64356407 019_1939 407 489719.459728 447897.770 1211953.650 6599.649 0.17900 -0.21771 0.43679 27.66636404 -82.64343632 019_1940 408 489725.645286 447920.341 1210207.333 6599.536 0.15497 -0.21357 0.44819 27.66156103 -82.64333847 019_1941 409 489731.878273 447936.394 1208448.982 6601.652 0.16806 -0.15109 0.45090 27.65672483 -82.64326057 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 42 of 330 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. 019_1942 410 489738.087322 447948.626 1206698.272 6599.375 0.12817 -0.16672 0.41885 27.65190959 -82.64319460 019_1943 411 489744.308311 447956.140 1204944.779 6596.602 0.13738 -0.19627 0.43528 27.64708662 -82.64314318 019_1944 412 489750.541318 447956.682 1203188.556 6595.343 0.14310 -0.22292 0.43514 27.64225605 -82.64311325 019_1945 413 489756.775317 447948.524 1201432.852 6595.468 0.16422 -0.20678 0.43523 27.63742677 -82.64311021 019_1946 414 489763.019299 447932.594 1199676.214 6598.290 0.15277 -0.21486 0.43279 27.63259480 -82.64313116 018_1826 419 490055.655175 443829.400 1199644.654 6522.712 -0.16230 0.18413 -179.54021 27.63244866 -82.65580270 018_1825 420 490062.622447 443825.049 1201400.631 6561.229 -0.18254 0.15368 -179.53211 27.63727850 -82.65584493 018_1824 421 490069.622713 443837.739 1203157.766 6571.583 -0.17236 0.11844 -179.55093 27.64211177 -82.65583455 018_1823 422 490076.609960 443835.562 1204909.763 6582.463 -0.15819 0.18713 -179.55658 27.64693069 -82.65587002 018_1822 423 490083.595264 443803.549 1206663.548 6578.934 -0.18239 0.16971 -179.60294 27.65175409 -82.65599768 018_1821 424 490090.541080 443762.719 1208416.424 6574.263 -0.19343 0.16100 -179.55171 27.65657485 -82.65615258 018_1820 425 490097.462424 443728.466 1210171.119 6573.372 -0.15783 0.18590 -179.56602 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0.13655 -179.52419 27.74821445 -82.65783955 018_1801 444 490228.649652 443394.522 1243495.678 6572.568 -0.20361 0.16945 -179.57999 27.75305576 -82.65786841 018_1800 445 490235.623940 443404.468 1245246.506 6582.660 -0.15103 0.18098 -179.55239 27.75787156 -82.65786661 018_1799 446 490242.638196 443404.313 1247003.383 6588.420 -0.15729 0.18736 -179.57614 27.76270385 -82.65789614 018_1798 447 490249.624463 443386.019 1248754.258 6586.451 -0.19682 0.16469 -179.55112 27.76751936 -82.65798167 018_1797 448 490256.610418 443355.423 1250509.774 6579.952 -0.19648 0.16126 -179.55458 27.77234745 -82.65810533 018_1796 449 490263.556736 443321.818 1252262.142 6570.908 -0.18086 0.19274 -179.56732 27.77716683 -82.65823825 018_1795 450 490270.466017 443292.732 1254011.632 6563.243 -0.17323 0.19940 -179.57385 27.78197836 -82.65835717 018_1794 451 490277.391418 443273.594 1255768.160 6558.391 -0.16451 0.16486 -179.56831 27.78680939 -82.65844546 018_1793 452 490284.302707 443268.709 1257520.562 6558.900 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442772.071 1304876.928 6545.714 -0.14431 0.20373 -179.55256 27.92187378 -82.66081497 018_1765 480 490478.465921 442760.733 1306629.544 6541.134 -0.14006 0.17156 -179.57709 27.92669407 -82.66087939 018_1764 481 490485.311350 442773.219 1308385.876 6544.812 -0.18092 0.15619 -179.51033 27.93152492 -82.66087011 018_1763 482 490492.160725 442805.397 1310136.050 6555.072 -0.16262 0.17145 -179.57407 27.93633913 -82.66079975 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 43 of 330 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. 018_1762 483 490499.085022 442849.638 1311896.293 6568.873 -0.19841 0.16230 -179.55316 27.94118121 -82.66069219 018_1761 484 490506.022377 442894.176 1313649.623 6583.982 -0.19682 0.18360 -179.57679 27.94600428 -82.66058359 018_1760 485 490513.010651 442923.743 1315405.765 6594.685 -0.14708 0.20536 -179.60151 27.95083485 -82.66052141 018_1759 486 490519.997922 442929.127 1317158.435 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490705.637757 442545.565 1364512.271 6556.974 -0.19292 0.17389 -179.62460 28.08589153 -82.66251897 018_1731 514 490712.508155 442530.540 1366265.346 6542.537 -0.17166 0.16824 -179.55435 28.09071290 -82.66259516 018_1730 515 490719.368003 442483.935 1368020.354 6537.092 -0.17849 0.13342 -179.67341 28.09553912 -82.66276935 018_1729 516 490726.239927 442415.188 1369776.265 6537.991 -0.19494 0.12769 -179.58768 28.10036748 -82.66301225 018_1728 517 490733.084340 442352.428 1371526.573 6536.902 -0.18844 0.12604 -179.57884 28.10518052 -82.66323651 018_1727 518 490739.930752 442304.492 1373280.733 6537.329 -0.18201 0.16009 -179.55911 28.11000437 -82.66341488 018_1726 519 490746.750689 442285.323 1375030.766 6539.725 -0.17900 0.10291 -179.56568 28.11481730 -82.66350397 018_1725 520 490753.597595 442264.035 1376787.885 6541.122 -0.17705 0.09235 -179.57421 28.11964967 -82.66359976 018_1724 521 490760.417529 442235.771 1378537.518 6538.600 -0.18693 0.16976 -179.57276 28.12446136 -82.66371707 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-82.66455689 018_1714 531 490829.009523 442045.556 1396078.428 6531.140 -0.13333 0.21469 -179.59458 28.17270200 -82.66460497 018_1713 532 490835.856037 442059.163 1397832.725 6536.049 -0.17991 0.19350 -179.56764 28.17752710 -82.66459256 018_1712 533 490842.715348 442085.723 1399586.539 6543.604 -0.20408 0.25041 -179.56994 28.18235107 -82.66453994 018_1711 534 490849.600703 442109.912 1401343.877 6547.041 -0.15853 0.17099 -179.59790 28.18718468 -82.66449474 017_1591 539 491085.051427 438249.167 1401312.504 6571.162 0.19997 -0.14363 0.48276 28.18703970 -82.67647840 017_1592 540 491091.383339 438255.024 1399556.494 6580.975 0.16095 -0.20837 0.45017 28.18221020 -82.67642983 017_1593 541 491097.705749 438260.975 1397803.696 6585.840 0.14116 -0.18573 0.45712 28.17738953 -82.67638102 017_1594 542 491104.027611 438259.031 1396047.676 6584.828 0.15131 -0.15957 0.42817 28.17255988 -82.67635668 017_1595 543 491110.321119 438247.785 1394294.045 6581.459 0.15423 -0.14899 0.51424 28.16773665 -82.67636125 017_1596 544 491116.598002 438239.512 1392541.341 6581.045 0.16088 -0.22288 0.45071 28.16291601 -82.67635661 017_1597 545 491122.879028 438249.868 1390785.405 6580.680 0.17061 -0.19119 0.47536 28.15808677 -82.67629411 017_1598 546 491129.144495 438265.365 1389032.220 6578.948 0.16808 -0.21612 0.44920 28.15326516 -82.67621572 017_1599 547 491135.400472 438276.819 1387278.219 6574.020 0.16508 -0.19604 0.43156 28.14844125 -82.67614987 017_1600 548 491141.630476 438277.951 1385526.248 6567.892 0.14308 -0.17590 0.49832 28.14362276 -82.67611610 017_1601 549 491147.849004 438272.700 1383772.233 6562.115 0.14139 -0.16249 0.54743 28.13879854 -82.67610210 017_1602 550 491154.059524 438276.731 1382017.016 6561.146 0.14043 -0.17920 0.46065 28.13397116 -82.67605929 017_1603 551 491160.267537 438290.319 1380261.994 6559.330 0.19372 -0.18489 0.44599 28.12914446 -82.67598684 017_1604 552 491166.477069 438301.932 1378507.109 6555.023 0.17651 -0.20246 0.43414 28.12431810 -82.67592053 017_1605 553 491172.675121 438306.489 1376755.244 6550.504 0.17355 -0.19345 0.44427 28.11949993 -82.67587617 017_1606 554 491178.884651 438305.898 1375001.153 6549.382 0.13976 -0.22805 0.46604 28.11467556 -82.67584776 017_1607 555 491185.094652 438304.124 1373249.548 6552.309 0.15633 -0.16416 0.45122 28.10985801 -82.67582306 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 44 of 330 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. 017_1608 556 491191.341132 438303.977 1371491.195 6554.865 0.16610 -0.18288 0.47101 28.10502192 -82.67579320 017_1609 557 491197.585656 438297.195 1369735.501 6554.286 0.14973 -0.16934 0.46259 28.10019303 -82.67578398 017_1610 558 491203.830617 438283.446 1367979.963 6555.693 0.15487 -0.15067 0.47525 28.09536447 -82.67579638 017_1611 559 491210.073102 438271.412 1366226.354 6559.865 0.13615 -0.22904 0.45774 28.09054123 -82.67580349 017_1612 560 491216.320613 438277.239 1364474.616 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1252227.365 6572.681 0.20262 -0.15287 0.48277 27.77701333 -82.67027547 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 45 of 330 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. 017_1677 625 491617.911588 439432.665 1250474.782 6570.721 0.15989 -0.16019 0.47011 27.77219292 -82.67023495 017_1678 626 491624.086147 439441.117 1248721.656 6568.671 0.15653 -0.18368 0.48195 27.76737109 -82.67017927 017_1679 627 491630.247228 439451.089 1246969.300 6565.196 0.18302 -0.16523 0.47694 27.76255140 -82.67011891 017_1680 628 491636.408282 439459.899 1245212.880 6558.521 0.18583 -0.19170 0.50095 27.75772051 -82.67006209 017_1681 629 491642.539839 439464.795 1243460.905 6553.747 0.17735 -0.18535 0.49513 27.75290178 -82.67001745 017_1682 630 491648.677498 439464.403 1241704.911 6550.736 0.12699 -0.20846 0.47196 27.74807192 -82.66998910 017_1683 631 491654.803587 439458.801 1239952.169 6553.632 0.13877 -0.18349 0.44215 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495698.012215 423339.183 1245081.970 6576.627 0.19575 -0.16884 0.45009 27.75710995 -82.71990223 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 52 of 330 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. 013_1180 1124 495704.190267 423328.490 1243331.659 6588.674 0.20150 -0.16179 0.46091 27.75229561 -82.71990363 013_1181 1125 495710.411695 423323.120 1241574.029 6597.589 0.16083 -0.18889 0.45129 27.74746121 -82.71988844 013_1182 1126 495716.621306 423327.427 1239820.875 6603.389 0.18079 -0.16442 0.44856 27.74263928 -82.71984342 013_1183 1127 495722.818343 423340.184 1238067.986 6600.717 0.17255 -0.15103 0.44543 27.73781822 -82.71977230 013_1184 1128 495729.000851 423357.331 1236312.108 6591.711 0.15271 -0.18569 0.43437 27.73298899 -82.71968756 013_1185 1129 495735.140991 423374.623 1234559.851 6581.186 0.13516 -0.18069 0.45072 27.72816973 -82.71960245 013_1186 1130 495741.266989 423388.578 1232805.601 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-179.56929 28.10907764 -82.73797405 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 54 of 330 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. 012_0979 1266 496919.541280 418260.235 1374836.817 6543.256 -0.18505 0.15463 -179.56528 28.11390302 -82.73802628 012_0978 1267 496926.669426 418256.396 1376592.313 6545.661 -0.14590 0.15629 -179.58291 28.11873111 -82.73807125 012_0977 1268 496933.789090 418252.732 1378344.498 6544.499 -0.18614 0.18245 -179.57300 28.12355010 -82.73811562 012_0976 1269 496940.924218 418250.236 1380099.811 6543.468 -0.15184 0.15217 -179.55955 28.12837771 -82.73815644 012_0975 1270 496948.057786 418250.889 1381855.105 6541.991 -0.17364 0.17958 -179.55277 28.13320532 -82.73818750 012_0974 1271 496955.169997 418252.977 1383604.822 6542.571 -0.17758 0.16228 -179.57418 28.13801760 -82.73821400 012_0973 1272 496962.317112 418256.340 1385362.970 6543.407 -0.15770 0.19217 -179.58696 28.14285310 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27.97386045 -82.74845142 011_0883 1331 497537.753242 414601.424 1322184.792 6589.935 0.15107 -0.18616 0.44818 27.96903078 -82.74837282 011_0884 1332 497543.812255 414603.113 1320432.147 6593.339 0.16475 -0.16536 0.45146 27.96421040 -82.74833433 011_0885 1333 497549.904482 414593.735 1318676.482 6600.287 0.18000 -0.15807 0.45141 27.95938152 -82.74833008 011_0886 1334 497555.997123 414578.425 1316926.437 6606.066 0.17303 -0.17339 0.44054 27.95456799 -82.74834431 011_0887 1335 497562.131215 414560.431 1315167.226 6610.627 0.20568 -0.17617 0.47338 27.94972920 -82.74836668 011_0888 1336 497568.257338 414545.903 1313410.748 6612.890 0.17897 -0.12547 0.46153 27.94489799 -82.74837837 011_0889 1337 497574.357961 414549.816 1311658.811 6613.574 0.15690 -0.23726 0.44717 27.94007957 -82.74833304 011_0890 1338 497580.449089 414593.102 1309904.882 6610.191 0.17479 -0.17648 0.47052 27.93525634 -82.74816575 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 55 of 330 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. 011_0891 1339 497586.505262 414660.349 1308156.994 6605.042 0.17855 -0.18032 0.46190 27.93045012 -82.74792440 011_0892 1340 497592.583908 414729.611 1306399.683 6598.454 0.17021 -0.14099 0.44033 27.92561801 -82.74767666 011_0893 1341 497598.630089 414788.793 1304650.325 6594.359 0.12247 -0.19686 0.39746 27.92080760 -82.74746030 011_0894 1342 497604.709260 414830.908 1302893.298 6594.394 0.13638 -0.17572 0.45868 27.91597580 -82.74729667 011_0895 1343 497610.790388 414854.321 1301139.283 6597.213 0.15395 -0.15827 0.44871 27.91115198 -82.74719102 011_0896 1344 497616.882046 414863.589 1299387.039 6601.812 0.15139 -0.18144 0.43397 27.90633278 -82.74712921 011_0897 1345 497622.998570 414858.682 1297632.599 6607.888 0.19035 -0.15014 0.47277 27.90150730 -82.74711125 011_0898 1346 497629.121244 414848.026 1295879.037 6610.490 0.16709 -0.17084 0.46402 27.89668414 -82.74711111 011_0899 1347 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0.13790 -0.19075 0.48197 28.12754722 -82.80129886 007_0417 1765 501351.940488 397872.845 1378171.765 6570.025 0.14428 -0.17095 0.47101 28.12272007 -82.80133478 007_0418 1766 501358.078256 397865.205 1376420.391 6575.598 0.18208 -0.20328 0.45155 28.11790319 -82.80132266 007_0419 1767 501364.221318 397890.687 1374664.520 6577.702 0.18042 -0.19746 0.46397 28.11307453 -82.80120772 007_0420 1768 501370.334940 397930.977 1372914.183 6578.460 0.14035 -0.18052 0.41418 28.10826135 -82.80104698 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 61 of 330 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. 007_0421 1769 501376.460031 397971.204 1371158.462 6575.449 0.16618 -0.17774 0.45298 28.10343337 -82.80088634 007_0422 1770 501382.563181 398004.368 1369407.039 6571.200 0.14217 -0.18691 0.45428 28.09861707 -82.80074771 007_0423 1771 501388.686315 398027.045 1367649.662 6567.934 0.17143 -0.18886 0.46897 28.09378421 -82.80064151 007_0424 1772 501394.801837 398037.885 1365896.358 6567.455 0.20577 -0.17403 0.44197 28.08896232 -82.80057211 007_0425 1773 501400.928490 398037.179 1364142.617 6568.330 0.14658 -0.17077 0.46638 28.08413903 -82.80053852 007_0426 1774 501407.066591 398029.491 1362388.801 6571.946 0.18650 -0.20409 0.42101 28.07931540 -82.80052659 007_0427 1775 501413.212681 398017.800 1360636.024 6577.502 0.18643 -0.19157 0.48686 28.07449454 -82.80052710 007_0428 1776 501419.373247 398003.908 1358881.448 6581.565 0.19635 -0.21686 0.50338 28.06966870 -82.80053440 007_0429 1777 501425.535309 397991.771 1357126.753 6583.931 0.19457 -0.16844 0.45631 28.06484256 -82.80053627 007_0430 1778 501431.688407 397984.940 1355372.853 6584.055 0.18405 -0.16795 0.44974 28.06001870 -82.80052170 007_0431 1779 501437.837421 397983.238 1353615.974 6582.100 0.15039 -0.19925 0.44940 28.05518673 -82.80049118 007_0432 1780 501443.949105 397983.784 1351864.027 6578.211 0.14489 -0.18430 0.44883 28.05036837 -82.80045380 007_0433 1781 501450.050229 397990.657 1350109.139 6575.079 0.14052 -0.32873 0.45025 28.04554203 -82.80039676 007_0434 1782 501456.127879 398020.385 1348356.870 6575.979 0.17027 -0.20261 0.44236 28.04072330 -82.80026893 007_0435 1783 501462.196028 398063.080 1346604.665 6573.778 0.16120 -0.17776 0.44444 28.03590498 -82.80010093 007_0436 1784 501468.252211 398104.454 1344851.900 6568.547 0.17209 -0.21014 0.43573 28.03108509 -82.79993703 007_0437 1785 501474.308381 398134.755 1343095.395 6562.884 0.18955 -0.17919 0.46404 28.02625471 -82.79980740 007_0438 1786 501480.342504 398148.438 1341343.266 6559.054 0.20848 -0.17438 0.42604 28.02143606 -82.79972937 007_0439 1787 501486.388672 398147.664 1339587.789 6558.355 0.17514 -0.16391 0.49015 28.01660794 -82.79969609 007_0440 1788 501492.434446 398134.620 1337833.500 6561.576 0.13119 -0.16471 0.45069 28.01178286 -82.79970088 007_0441 1789 501498.479617 398114.432 1336081.392 6568.015 0.17984 -0.17381 0.45424 28.00696365 -82.79972784 007_0442 1790 501504.548270 398092.596 1334325.173 6575.217 0.20021 -0.15271 0.48833 28.00213310 -82.79975984 007_0443 1791 501510.618430 398070.341 1332570.477 6580.520 0.13392 -0.18212 0.47206 27.99730673 -82.79979317 007_0444 1792 501516.697612 398049.000 1330813.012 6583.846 0.17905 -0.15876 0.48826 27.99247275 -82.79982361 007_0445 1793 501522.742263 398029.745 1329063.116 6584.648 0.15797 -0.17032 0.46239 27.98765963 -82.79984774 007_0446 1794 501528.798051 398013.952 1327306.047 6583.516 0.16309 -0.16161 0.46685 27.98282683 -82.79986101 007_0447 1795 501534.830133 398002.532 1325550.538 6579.777 0.16585 -0.17925 0.46532 27.97799841 -82.79986077 007_0448 1796 501540.829365 397993.703 1323800.057 6575.724 0.17840 -0.16952 0.46164 27.97318385 -82.79985260 007_0449 1797 501546.840096 397984.226 1322043.726 6572.432 0.17713 -0.18913 0.46353 27.96835319 -82.79984633 007_0450 1798 501552.841300 397971.345 1320289.951 6569.134 0.14219 -0.19291 0.47976 27.96352950 -82.79985067 007_0451 1799 501558.852524 397954.551 1318534.343 6567.970 0.16428 -0.20180 0.46514 27.95870069 -82.79986709 007_0452 1800 501564.865166 397944.010 1316779.543 6572.215 0.19010 -0.10354 0.54862 27.95387421 -82.79986417 007_0453 1801 501570.875458 398004.464 1315025.842 6577.738 0.12365 -0.18035 0.47067 27.94905203 -82.79964139 007_0454 1802 501576.875236 398116.194 1313274.382 6580.789 0.17851 -0.16997 0.47777 27.94423693 -82.79925987 007_0455 1803 501582.863813 398258.417 1311524.845 6581.488 0.17059 -0.16577 0.48315 27.93942766 -82.79878400 007_0456 1804 501588.851174 398416.951 1309773.820 6580.114 0.21010 -0.14755 0.49885 27.93461458 -82.79825764 007_0457 1805 501594.816411 398581.776 1308024.784 6576.650 0.18809 -0.21834 0.50366 27.92980709 -82.79771188 007_0458 1806 501600.770187 398718.868 1306272.050 6572.089 0.15309 -0.26027 0.47869 27.92498892 -82.79725198 007_0459 1807 501606.692482 398820.219 1304524.006 6571.971 0.15860 -0.23880 0.49681 27.92018300 -82.79690289 007_0460 1808 501612.636290 398885.933 1302768.012 6569.152 0.17451 -0.09601 0.47639 27.91535457 -82.79666402 007_0461 1809 501618.583536 398899.717 1301013.254 6570.634 0.17429 -0.18515 0.46747 27.91052861 -82.79658598 007_0462 1810 501624.539310 398891.698 1299259.367 6572.023 0.15994 -0.15100 0.47665 27.90570465 -82.79657546 007_0463 1811 501630.495081 398876.291 1297506.455 6571.820 0.18264 -0.17927 0.47185 27.90088324 -82.79658785 007_0464 1812 501636.450345 398861.000 1295753.538 6571.131 0.18770 -0.19677 0.48049 27.89606181 -82.79659988 007_0465 1813 501642.416604 398849.065 1293995.912 6570.860 0.19259 -0.17076 0.45319 27.89122749 -82.79660144 007_0466 1814 501648.359778 398841.892 1292242.522 6569.433 0.14392 -0.16491 0.46892 27.88640490 -82.79658834 007_0467 1815 501654.303174 398838.851 1290485.548 6568.126 0.16137 -0.17929 0.46354 27.88157252 -82.79656239 007_0468 1816 501660.226658 398837.315 1288731.146 6565.412 0.17333 -0.15796 0.45544 27.87674724 -82.79653184 007_0469 1817 501666.125285 398833.814 1286980.932 6561.772 0.18640 -0.17238 0.44565 27.87193345 -82.79650747 007_0470 1818 501672.045587 398826.851 1285222.524 6559.699 0.14901 -0.16819 0.44015 27.86709704 -82.79649365 007_0471 1819 501677.934421 398815.855 1283473.594 6559.327 0.13928 -0.17921 0.48728 27.86228663 -82.79649251 007_0472 1820 501683.859219 398802.424 1281715.321 6561.548 0.17809 -0.18759 0.48586 27.85745048 -82.79649872 007_0473 1821 501689.771543 398786.606 1279963.358 6563.946 0.17582 -0.15725 0.46490 27.85263164 -82.79651246 007_0474 1822 501695.704321 398772.140 1278207.885 6568.090 0.17411 -0.18455 0.47441 27.84780316 -82.79652194 007_0475 1823 501701.638119 398779.758 1276454.126 6573.841 0.16441 -0.16885 0.46541 27.84297979 -82.79646313 007_0476 1824 501707.572412 398805.528 1274702.382 6578.233 0.15806 -0.17149 0.47915 27.83816228 -82.79634821 007_0477 1825 501713.528675 398839.593 1272945.150 6578.855 0.17766 -0.15055 0.46430 27.83332983 -82.79620753 007_0478 1826 501719.459961 398873.260 1271193.862 6575.512 0.18191 -0.18086 0.47054 27.82851371 -82.79606822 007_0479 1827 501725.393262 398902.986 1269440.091 6569.659 0.17260 -0.17834 0.46932 27.82369068 -82.79594107 007_0480 1828 501731.315975 398924.859 1267688.281 6565.019 0.15855 -0.17509 0.47218 27.81887291 -82.79583827 007_0481 1829 501737.249347 398939.618 1265933.704 6562.425 0.15430 -0.18757 0.47810 27.81404739 -82.79575743 007_0482 1830 501743.205113 398948.723 1264175.560 6562.389 0.16538 -0.19733 0.43541 27.80921196 -82.79569402 007_0483 1831 501749.151390 398952.237 1262425.314 6564.939 0.16978 -0.16021 0.50053 27.80439815 -82.79564808 007_0484 1832 501755.141634 398950.315 1260667.710 6568.073 0.16348 -0.17418 0.47999 27.79956401 -82.79561881 007_0485 1833 501761.123873 398948.176 1258917.403 6571.134 0.14926 -0.19236 0.46244 27.79474992 -82.79559037 007_0486 1834 501767.142085 398946.420 1257160.679 6573.608 0.16932 -0.18243 0.48352 27.78991819 -82.79556062 007_0487 1835 501773.165281 398943.866 1255405.704 6574.629 0.15147 -0.21987 0.50313 27.78509125 -82.79553339 007_0488 1836 501779.188506 398941.166 1253652.605 6575.271 0.18709 -0.17667 0.42527 27.78026947 -82.79550665 007_0489 1837 501785.222191 398938.084 1251897.430 6575.177 0.18984 -0.23381 0.44961 27.77544196 -82.79548106 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 62 of 330 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. 007_0490 1838 501791.244386 398943.295 1250145.436 6576.735 0.15514 -0.20594 0.50397 27.77062335 -82.79542989 007_0491 1839 501797.278582 398977.815 1248389.363 6578.190 0.19964 -0.16691 0.44511 27.76579404 -82.79528804 007_0492 1840 501803.289301 399028.421 1246639.692 6577.510 0.16980 -0.15676 0.46237 27.76098262 -82.79509659 007_0493 1841 501809.299014 399081.371 1244887.560 6572.764 0.12584 -0.17058 0.48131 27.75616446 -82.79489787 006_0399 1846 502054.577736 395051.424 1248360.971 6585.901 -0.20136 0.11938 -179.54602 27.76564558 -82.80742780 006_0398 1847 502062.007545 395042.142 1250116.458 6589.463 -0.14643 0.16180 -179.53145 27.77047371 -82.80749215 006_0397 1848 502069.423402 395029.486 1251869.798 6592.937 -0.18168 0.22613 -179.54864 27.77529588 -82.80756689 006_0396 1849 502076.841180 395005.776 1253624.341 6594.964 -0.17957 0.19772 -179.56319 27.78012115 -82.80767585 006_0395 1850 502084.257067 394968.626 1255379.529 6594.964 -0.17939 0.16330 -179.56609 27.78494794 -82.80782641 006_0394 1851 502091.659505 394920.406 1257132.419 6593.117 -0.17692 0.20843 -179.55635 27.78976821 -82.80801117 006_0393 1852 502099.048401 394865.372 1258882.402 6590.847 -0.14527 0.18138 -179.57791 27.79458036 -82.80821697 006_0392 1853 502106.437797 394822.130 1260634.297 6591.091 -0.18016 0.17837 -179.58604 27.79939798 -82.80838636 006_0391 1854 502113.855147 394811.866 1262390.240 6598.948 -0.13892 0.19274 -179.52425 27.80422733 -82.80845385 006_0390 1855 502121.288501 394830.850 1264142.394 6611.767 -0.16498 0.22128 -179.55861 27.80904677 -82.80843081 006_0389 1856 502128.790776 394866.846 1265901.097 6625.663 -0.17592 0.17370 -179.48005 27.81388454 -82.80835528 006_0388 1857 502136.304558 394895.682 1267656.463 6631.876 -0.17777 0.20527 -179.55948 27.81871300 -82.80830182 006_0387 1858 502143.787847 394909.094 1269409.877 6619.487 -0.19045 0.20017 -179.54023 27.82353580 -82.80829605 006_0386 1859 502151.230211 394898.892 1271165.369 6605.464 -0.17725 0.18691 -179.53907 27.82836389 -82.80836338 006_0385 1860 502158.633573 394854.556 1272913.890 6598.914 -0.18180 0.18523 -179.55894 27.83317218 -82.80853619 006_0384 1861 502166.064409 394784.317 1274669.106 6588.631 -0.15372 0.20157 -179.58531 27.83799841 -82.80878929 006_0383 1862 502173.466282 394701.772 1276420.278 6576.273 -0.19059 0.17249 -179.51284 27.84281330 -82.80908042 006_0382 1863 502180.868663 394615.058 1278172.890 6569.031 -0.16052 0.14464 -179.59794 27.84763206 -82.80938451 006_0381 1864 502188.272533 394606.953 1279929.599 6571.473 -0.16713 0.12769 -179.53421 27.85246352 -82.80944547 006_0380 1865 502195.676436 394633.265 1281680.683 6579.538 -0.17045 0.24053 -179.52042 27.85728012 -82.80939982 006_0379 1866 502203.121249 394663.756 1283437.619 6584.990 -0.17839 0.18661 -179.56868 27.86211290 -82.80934135 006_0378 1867 502210.583021 394684.100 1285193.459 6592.916 -0.19028 0.15429 -179.53793 27.86694247 -82.80931427 006_0377 1868 502218.071369 394686.872 1286948.082 6600.992 -0.20025 0.17760 -179.53244 27.87176837 -82.80934155 006_0376 1869 502225.556661 394680.104 1288700.050 6601.284 -0.16787 0.19682 -179.57557 27.87658679 -82.80939831 006_0375 1870 502233.027482 394672.625 1290453.687 6596.467 -0.20932 0.17145 -179.57009 27.88140979 -82.80945732 006_0374 1871 502240.482297 394669.784 1292211.845 6587.917 -0.19721 0.14169 -179.54846 27.88624530 -82.80950207 006_0373 1872 502247.871296 394687.116 1293963.717 6580.839 -0.18711 0.19307 -179.59499 27.89106389 -82.80948426 006_0372 1873 502255.244601 394720.777 1295717.514 6578.542 -0.18901 0.15468 -179.54368 27.89588806 -82.80941595 006_0371 1874 502262.617494 394728.058 1297470.658 6578.179 -0.16233 0.19862 -179.57473 27.90070996 -82.80942929 006_0370 1875 502269.992407 394718.446 1299224.114 6576.819 -0.18294 0.18218 -179.55188 27.90553240 -82.80949493 006_0369 1876 502277.369801 394705.872 1300977.084 6579.332 -0.18579 0.18481 -179.58345 27.91035345 -82.80956976 006_0368 1877 502284.773172 394700.535 1302733.139 6585.993 -0.18432 0.17694 -179.53502 27.91518311 -82.80962225 006_0367 1878 502292.191540 394702.899 1304487.149 6593.878 -0.12875 0.21551 -179.54967 27.92000729 -82.80965086 006_0366 1879 502299.637888 394707.844 1306242.513 6602.635 -0.15955 0.16910 -179.56708 27.92483523 -82.80967152 006_0365 1880 502307.097214 394712.970 1307998.517 6609.499 -0.17382 0.19610 -179.56757 27.92966493 -82.80969164 006_0364 1881 502314.541532 394713.096 1309751.340 6613.430 -0.17699 0.19337 -179.58526 27.93448579 -82.80972718 006_0363 1882 502321.982870 394707.989 1311508.707 6611.995 -0.19513 0.16176 -179.55076 27.93931904 -82.80977904 006_0362 1883 502329.355277 394696.911 1313259.022 6607.119 -0.14211 0.19134 -179.54810 27.94413280 -82.80984925 006_0361 1884 502336.703699 394641.369 1315008.811 6602.620 -0.14763 0.17602 -179.59299 27.94894428 -82.81005717 006_0360 1885 502344.043637 394551.237 1316763.698 6595.678 -0.18083 0.23508 -179.51309 27.95376916 -82.81037236 006_0359 1886 502351.335634 394458.419 1318516.457 6588.225 -0.18980 0.18517 -179.55606 27.95858813 -82.81069586 006_0358 1887 502358.575662 394411.633 1320270.735 6580.906 -0.16081 0.15955 -179.58578 27.96341211 -82.81087684 006_0357 1888 502365.765745 394443.423 1322022.075 6582.110 -0.14316 0.15077 -179.56711 27.96822945 -82.81081437 006_0356 1889 502372.982305 394503.579 1323777.876 6585.289 -0.16310 0.31197 -179.54467 27.97305956 -82.81066412 006_0355 1890 502380.228319 394504.238 1325530.647 6588.550 -0.18482 0.22626 -179.58236 27.97788026 -82.81069812 006_0354 1891 502387.514804 394462.052 1327286.301 6588.056 -0.14489 0.15535 -179.53859 27.98270809 -82.81086493 006_0353 1892 502394.811290 394394.760 1329039.564 6588.364 -0.19124 0.16265 -179.55613 27.98752889 -82.81110949 006_0352 1893 502402.111772 394329.335 1330792.895 6591.645 -0.20722 0.16877 -179.52651 27.99234991 -82.81134830 006_0351 1894 502409.407746 394271.239 1332544.256 6596.963 -0.20715 0.17629 -179.55469 27.99716563 -82.81156439 006_0350 1895 502416.701483 394226.109 1334296.476 6598.763 -0.19479 0.18874 -179.54134 28.00198396 -82.81174034 006_0349 1896 502423.987720 394198.261 1336050.261 6599.354 -0.17454 0.19750 -179.54041 28.00680689 -82.81186279 006_0348 1897 502431.255713 394183.738 1337802.893 6601.172 -0.17093 0.15702 -179.53663 28.01162690 -82.81194394 006_0347 1898 502438.527216 394177.026 1339558.546 6602.570 -0.13849 0.20581 -179.57635 28.01645536 -82.81200096 006_0346 1899 502445.782745 394172.626 1341312.842 6601.650 -0.16742 0.16981 -179.57291 28.02128012 -82.81205080 006_0345 1900 502453.025765 394167.459 1343066.523 6599.151 -0.17047 0.16854 -179.57626 28.02610318 -82.81210301 006_0344 1901 502460.254376 394162.912 1344820.281 6595.729 -0.16741 0.20405 -179.55777 28.03092645 -82.81215331 006_0343 1902 502467.455384 394159.600 1346571.185 6593.796 -0.18413 0.17460 -179.55924 28.03574190 -82.81219973 006_0342 1903 502474.685921 394159.474 1348332.013 6592.399 -0.17578 0.15498 -179.54562 28.04058469 -82.81223650 006_0341 1904 502481.874512 394162.391 1350083.149 6590.475 -0.12645 0.15349 -179.54240 28.04540088 -82.81226364 006_0340 1905 502489.090562 394169.434 1351840.277 6589.261 -0.16072 0.14522 -179.54765 28.05023362 -82.81227811 006_0339 1906 502496.280648 394184.167 1353590.130 6589.457 -0.18976 0.20781 -179.51852 28.05504649 -82.81226861 006_0338 1907 502503.512183 394203.609 1355347.755 6594.973 -0.19240 0.19280 -179.55718 28.05988082 -82.81224467 006_0337 1908 502510.756714 394220.367 1357103.965 6602.878 -0.18833 0.18446 -179.52651 28.06471120 -82.81222903 006_0336 1909 502517.987756 394227.443 1358853.211 6608.859 -0.19516 0.16857 -179.55777 28.06952225 -82.81224327 006_0335 1910 502525.242630 394223.554 1360609.522 6603.872 -0.15999 0.18367 -179.55632 28.07435253 -82.81229166 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 63 of 330 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. 006_0334 1911 502532.442765 394211.094 1362360.656 6593.425 -0.15289 0.14682 -179.54929 28.07916841 -82.81236653 006_0333 1912 502539.629371 394200.182 1364116.151 6582.733 -0.17267 0.20529 -179.56638 28.08399631 -82.81243671 006_0332 1913 502546.778550 394201.574 1365867.655 6575.095 -0.18302 0.19199 -179.57840 28.08881345 -82.81246865 006_0331 1914 502553.952642 394217.401 1367626.500 6573.730 -0.18618 0.19534 -179.57261 28.09365104 -82.81245600 006_0330 1915 502561.128739 394245.109 1369382.889 6577.565 -0.14337 0.17458 -179.51959 28.09848210 -82.81240644 006_0329 1916 502568.322316 394279.575 1371136.644 6585.799 -0.17637 0.15915 -179.56468 28.10330603 -82.81233587 006_0328 1917 502575.555396 394308.996 1372890.966 6596.743 -0.13733 0.14639 -179.51172 28.10813142 -82.81228096 006_0327 1918 502582.828859 394270.408 1374642.137 6602.806 -0.19361 0.16392 -179.55101 28.11294690 -82.81243695 006_0326 1919 502590.137361 394186.174 1376397.646 6602.654 -0.21693 0.20491 -179.61019 28.11777346 -82.81273463 006_0325 1920 502597.407366 394100.194 1378146.995 6598.337 -0.15898 0.17987 -179.57611 28.12258305 -82.81303764 006_0324 1921 502604.649285 394050.861 1379900.770 6593.757 -0.16099 0.16594 -179.53526 28.12740547 -82.81322708 006_0323 1922 502611.863420 394058.340 1381654.421 6594.425 -0.15385 0.17668 -179.58300 28.13222860 -82.81324029 006_0322 1923 502619.093460 394092.943 1383411.967 6595.970 -0.14727 0.22887 -179.53543 28.13706294 -82.81316943 006_0321 1924 502626.324505 394131.254 1385166.265 6601.048 -0.13795 0.16443 -179.52372 28.14188841 -82.81308700 006_0320 1925 502633.570535 394141.717 1386917.483 6604.738 -0.14930 0.17268 -179.56996 28.14670489 -82.81309090 006_0319 1926 502640.854533 394108.144 1388674.134 6602.751 -0.20156 0.21674 -179.55926 28.15153550 -82.81323158 006_0318 1927 502648.111560 394044.995 1390426.240 6598.552 -0.15178 0.16362 -179.55760 28.15635306 -82.81346395 006_0317 1928 502655.367556 393964.975 1392178.780 6594.806 -0.16883 0.17775 -179.55775 28.16117150 -82.81374872 006_0316 1929 502662.608618 393892.218 1393932.178 6586.898 -0.15822 0.19196 -179.56111 28.16599243 -82.81401099 006_0315 1930 502669.809660 393845.749 1395682.784 6577.951 -0.16202 0.18151 -179.58390 28.17080616 -82.81419165 006_0314 1931 502677.011515 393835.303 1397439.005 6574.541 -0.18351 0.25519 -179.58937 28.17563599 -82.81426064 006_0313 1932 502684.202311 393854.301 1399193.223 6574.519 -0.14732 0.23561 -179.52155 28.18046086 -82.81423822 006_0312 1933 502691.390888 393905.204 1400946.080 6578.499 -0.17396 0.19096 -179.55685 28.18528256 -82.81411674 001_0003 52 234145.345470 377677.678 1400810.072 6424.619 0.06946 0.13171 0.48457 28.18459971 -82.86448295 001_0004 53 234151.556467 377673.946 1399052.539 6412.343 0.07556 0.10815 0.55692 28.17976607 -82.86445566 001_0005 54 234157.692555 377667.416 1397300.333 6434.628 0.16583 0.09913 0.63067 28.17494702 -82.86443718 001_0006 55 234163.727739 377652.009 1395545.325 6417.759 0.13898 -0.03670 0.56867 28.17012009 -82.86444619 001_0007 56 234169.676515 377629.141 1393791.888 6418.392 0.29780 -0.01358 0.49499 28.16529733 -82.86447841 001_0008 57 234175.563349 377633.055 1392034.994 6426.808 0.17992 -0.05206 0.57489 28.16046559 -82.86442743 001_0009 58 234181.384574 377662.423 1390280.582 6429.443 0.17724 -0.02093 0.54863 28.15564116 -82.86429754 001_0010 59 234187.108088 377698.961 1388533.274 6422.354 0.14288 -0.06059 0.49809 28.15083641 -82.86414557 001_0011 60 234192.808094 377738.827 1386776.226 6430.616 0.17539 0.01048 0.49875 28.14600493 -82.86398308 001_0012 61 234198.513583 377776.759 1385024.214 6471.977 0.20613 -0.03899 0.50742 28.14118726 -82.86382673 001_0013 62 234204.235070 377820.621 1383270.855 6475.674 0.10998 -0.21526 0.52096 28.13636600 -82.86365196 001_0014 63 234209.902118 377878.196 1381518.875 6470.682 0.19051 -0.15161 0.49769 28.13154880 -82.86343471 001_0015 64 234215.562173 377937.577 1379763.830 6471.306 0.12538 -0.06326 0.47265 28.12672320 -82.86321181 001_0016 65 234221.199245 377979.832 1378014.222 6474.308 0.12283 -0.00094 0.62530 28.12191221 -82.86304218 001_0017 66 234226.847719 378005.460 1376259.702 6474.334 0.14809 -0.06512 0.57115 28.11708738 -82.86292404 001_0018 67 234232.488366 378016.068 1374507.010 6468.622 0.16365 -0.11986 0.49541 28.11226729 -82.86285255 001_0019 68 234238.134926 378010.154 1372750.328 6457.763 0.15855 -0.08946 0.56584 28.10743589 -82.86283223 001_0020 69 234243.772002 377984.591 1370994.506 6452.515 0.22554 -0.01338 0.48271 28.10260648 -82.86287288 001_0021 70 234249.374109 377947.374 1369243.509 6442.571 0.18765 -0.03256 0.47166 28.09779010 -82.86294978 001_0022 71 234254.953238 377904.635 1367488.346 6432.471 0.13597 -0.13141 0.47115 28.09296215 -82.86304371 001_0023 72 234260.504887 377868.099 1365732.851 6429.493 0.14828 -0.13324 0.48785 28.08813341 -82.86311840 002_0024 73 234406.903430 378330.626 1320123.488 6472.396 0.31138 -0.47873 0.52081 27.96270460 -82.86068566 002_0025 74 234412.564966 378322.281 1318370.216 6486.614 0.26887 -0.13334 0.47691 27.95788243 -82.86067325 002_0026 75 234418.235506 378313.194 1316616.837 6480.563 0.19654 -0.07702 0.49713 27.95305995 -82.86066315 002_0027 76 234423.891555 378304.905 1314861.906 6470.085 0.14053 -0.10267 0.46794 27.94823321 -82.86065056 002_0028 77 234429.510154 378297.946 1313110.071 6460.497 0.15820 -0.09904 0.43820 27.94341501 -82.86063391 002_0029 78 234435.125289 378291.032 1311353.359 6455.437 0.13313 -0.23694 0.43658 27.93858339 -82.86061703 002_0030 79 234440.706372 378290.344 1309598.514 6455.894 0.14061 -0.14911 0.42306 27.93375703 -82.86058092 002_0031 80 234446.280011 378290.830 1307844.218 6468.807 0.20336 -0.17686 0.40215 27.92893219 -82.86054119 002_0032 81 234451.853129 378296.874 1306090.856 6479.174 0.16740 -0.15239 0.47221 27.92411003 -82.86048428 002_0033 82 234457.440291 378295.136 1304338.580 6494.136 0.18568 -0.25011 0.44647 27.91929070 -82.86045150 002_0034 83 234463.062838 378305.755 1302581.153 6511.339 0.20442 -0.12202 0.43643 27.91445743 -82.86038037 002_0035 84 234468.655956 378333.886 1300831.506 6501.848 0.14565 -0.11270 0.48729 27.90964590 -82.86025519 002_0036 85 234474.236083 378372.074 1299074.737 6478.131 0.10942 -0.11525 0.38873 27.90481498 -82.86009874 002_0037 86 234479.753264 378408.694 1297323.964 6461.854 0.14823 -0.13192 0.48039 27.90000051 -82.85994730 002_0038 87 234485.250999 378442.488 1295570.807 6451.487 0.14860 -0.13728 0.37343 27.89517943 -82.85980457 002_0039 88 234490.767220 378472.631 1293817.281 6479.090 0.23413 -0.09637 0.48188 27.89035725 -82.85967316 002_0040 89 234496.357291 378506.615 1292066.006 6516.533 0.15560 -0.26123 0.43867 27.88554134 -82.85952992 002_0041 90 234501.978861 378549.487 1290308.915 6525.520 0.19138 -0.10417 0.41067 27.88070960 -82.85935906 002_0042 91 234507.560996 378593.065 1288557.636 6515.964 0.13164 -0.20617 0.42400 27.87589385 -82.85918617 002_0043 92 234513.123136 378637.283 1286803.855 6501.899 0.14194 -0.16407 0.42750 27.87107123 -82.85901126 002_0044 93 234518.709256 378667.259 1285049.850 6504.320 0.16757 -0.21075 0.42921 27.86624772 -82.85888044 002_0045 94 234524.314975 378697.604 1283296.802 6496.073 0.18156 -0.17340 0.41855 27.86142684 -82.85874853 002_0046 95 234529.919556 378723.780 1281541.634 6487.888 0.15189 -0.16364 0.41168 27.85660005 -82.85862948 002_0047 96 234535.510599 378746.702 1279788.323 6480.019 0.17184 -0.14833 0.42100 27.85177830 -82.85852056 002_0048 97 234541.105204 378763.696 1278034.747 6480.339 0.15430 -0.22337 0.38508 27.84695570 -82.85843000 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 64 of 330 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. 002_0049 98 234546.724279 378762.258 1276283.529 6485.979 0.18694 -0.24761 0.51819 27.84213923 -82.85839652 002_0050 99 234552.383332 378766.533 1274527.518 6487.016 0.18476 -0.10995 0.37541 27.83730968 -82.85834528 002_0051 100 234558.011916 378759.872 1272775.904 6473.469 0.20300 -0.22127 0.47618 27.83249201 -82.85832798 002_0052 101 234563.626014 378743.093 1271018.304 6464.213 0.17263 -0.19559 0.39693 27.82765769 -82.85834186 002_0053 102 234569.208135 378718.392 1269263.647 6464.039 0.12360 -0.23037 0.46974 27.82283129 -82.85838031 002_0054 103 234574.781269 378698.177 1267510.457 6480.925 0.14519 -0.18497 0.47572 27.81800902 -82.85840492 002_0055 104 234580.364391 378678.798 1265754.238 6493.311 0.18456 -0.16186 0.44101 27.81317843 -82.85842689 003_0138 105 234865.666193 382978.681 1260542.289 6473.776 -0.16065 0.09667 -179.63366 27.79892571 -82.84501518 003_0137 106 234873.514657 382968.170 1262301.257 6469.789 -0.18585 0.12312 -179.54549 27.80376332 -82.84508512 003_0136 107 234881.261863 382960.868 1264050.265 6485.256 -0.21714 0.21106 -179.57485 27.80857359 -82.84514493 003_0135 108 234889.044107 382945.325 1265805.482 6500.086 -0.16009 0.18062 -179.55259 27.81340078 -82.84523038 003_0134 109 234896.798696 382939.807 1267562.971 6491.247 -0.18979 0.17421 -179.59725 27.81823440 -82.84528487 003_0133 110 234904.372907 382939.662 1269313.210 6467.882 -0.13447 0.17695 -179.56483 27.82304818 -82.84532261 003_0132 111 234911.949616 382940.257 1271068.949 6477.104 -0.19192 0.14564 -179.48697 27.82787710 -82.84535817 003_0131 112 234919.566782 382930.048 1272819.880 6475.518 -0.19616 0.11986 -179.60512 27.83269259 -82.84542707 003_0130 113 234927.117032 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-82.82188872 005_0283 299 236663.465484 390705.192 1300943.177 6451.481 -0.15604 0.27507 -179.58952 27.91018686 -82.82195546 005_0282 300 236670.897791 390662.718 1302699.020 6451.923 -0.16941 0.21605 -179.58264 27.91501523 -82.82212348 005_0281 301 236678.326628 390603.730 1304454.377 6456.870 -0.20781 0.14291 -179.58281 27.91984197 -82.82234264 005_0280 302 236685.699543 390564.732 1306206.266 6450.525 -0.15173 0.19562 -179.57195 27.92465952 -82.82249986 005_0279 303 236693.032975 390552.906 1307959.140 6443.384 -0.16035 0.14843 -179.53639 27.92948029 -82.82257298 005_0278 304 236700.346489 390569.169 1309713.318 6442.291 -0.16635 0.18744 -179.56207 27.93430516 -82.82255915 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 67 of 330 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. 005_0277 305 236707.641909 390609.347 1311467.470 6441.672 -0.19659 0.21391 -179.57274 27.93913039 -82.82247126 005_0276 306 236714.970362 390637.806 1313225.161 6443.336 -0.17983 0.19449 -179.54658 27.94396514 -82.82241974 005_0275 307 236722.293820 390643.068 1314979.150 6443.700 -0.18185 0.19881 -179.59177 27.94878928 -82.82243999 005_0274 308 236729.628744 390621.157 1316735.017 6442.396 -0.18911 0.11806 -179.53758 27.95361807 -82.82254445 005_0273 309 236736.944215 390570.441 1318486.852 6440.905 -0.15976 0.16064 -179.55442 27.95843524 -82.82273806 005_0272 310 236744.254346 390491.687 1320236.860 6438.169 -0.20811 0.19676 -179.59804 27.96324686 -82.82301850 005_0271 311 236751.575129 390405.409 1321987.535 6438.499 -0.19097 0.18495 -179.57236 27.96806017 -82.82332230 005_0270 312 236758.886588 390343.775 1323742.519 6441.521 -0.17044 0.18365 -179.59383 27.97288578 -82.82354988 005_0269 313 236766.153588 390320.355 1325496.479 6434.103 -0.17184 0.19642 -179.59565 27.97770929 -82.82365908 005_0268 314 236773.413599 390319.794 1327249.484 6428.361 -0.16534 0.19107 -179.57967 27.98253058 -82.82369744 005_0267 315 236780.739560 390324.624 1329007.891 6431.773 -0.18514 0.13324 -179.52401 27.98736683 -82.82371923 005_0266 316 236788.077039 390320.842 1330759.473 6440.470 -0.17089 0.12580 -179.51606 27.99218414 -82.82376757 005_0265 317 236795.434401 390296.420 1332512.758 6448.673 -0.19838 0.17199 -179.51580 27.99700576 -82.82387991 005_0264 318 236802.766850 390253.433 1334264.423 6453.838 -0.17599 0.18664 -179.60850 28.00182257 -82.82404976 005_0263 319 236810.074499 390224.518 1336020.192 6443.213 -0.16361 0.16520 -179.61963 28.00665092 -82.82417611 005_0262 320 236817.345908 390212.412 1337770.508 6437.017 -0.16589 0.16298 -179.59009 28.01146459 -82.82425026 005_0261 321 236824.657774 390223.926 1339528.470 6433.287 -0.14508 0.16721 -179.54547 28.01629971 -82.82425140 005_0260 322 236831.973729 390262.456 1341282.837 6432.490 -0.15342 0.15414 -179.51243 28.02112546 -82.82416873 005_0259 323 236839.325663 390297.188 1343035.472 6443.848 -0.18004 0.17783 -179.56145 28.02594636 -82.82409780 005_0258 324 236846.717059 390336.129 1344791.121 6461.189 -0.17095 0.13015 -179.54617 28.03077563 -82.82401388 005_0257 325 236854.120413 390368.257 1346547.787 6471.002 -0.18811 0.19439 -179.55209 28.03560756 -82.82395110 005_0256 326 236861.538773 390376.296 1348302.826 6471.517 -0.17826 0.14798 -179.59918 28.04043457 -82.82396296 005_0255 327 236868.956147 390363.641 1350052.712 6461.982 -0.14158 0.19735 -179.64945 28.04524702 -82.82403886 005_0254 328 236876.384484 390331.960 1351809.320 6451.313 -0.20061 0.17116 -179.56818 28.05007760 -82.82417391 005_0253 329 236883.772912 390285.401 1353559.970 6442.854 -0.20108 0.21648 -179.61215 28.05489151 -82.82435497 005_0252 330 236891.161267 390234.654 1355311.812 6432.671 -0.17893 0.19774 -179.59214 28.05970862 -82.82454906 005_0251 331 236898.535675 390190.155 1357066.334 6418.563 -0.18159 0.21171 -179.59045 28.06453321 -82.82472386 005_0250 332 236905.879093 390156.287 1358819.303 6407.309 -0.18153 0.16653 -179.57885 28.06935372 -82.82486568 005_0249 333 236913.245515 390133.935 1360575.058 6408.390 -0.16703 0.18149 -179.56924 28.07418211 -82.82497187 005_0248 334 236920.697399 390120.993 1362327.793 6427.940 -0.17291 0.15990 -179.53353 28.07900236 -82.82504884 005_0247 335 236928.243096 390115.292 1364082.617 6434.030 -0.18807 0.14998 -179.57534 28.08382849 -82.82510341 005_0246 336 236935.814775 390116.220 1365835.747 6432.921 -0.16135 0.20526 -179.54700 28.08865009 -82.82513739 005_0245 337 236943.416975 390111.636 1367591.168 6438.990 -0.17361 0.18867 -179.58011 28.09347787 -82.82518853 005_0244 338 236951.031632 390081.787 1369344.645 6443.121 -0.18914 0.15168 -179.55536 28.09829984 -82.82531799 005_0243 339 236958.646812 390022.901 1371095.961 6444.162 -0.14598 0.21003 -179.55849 28.10311531 -82.82553749 005_0242 340 236966.273966 389950.683 1372851.312 6438.346 -0.16425 0.19561 -179.59252 28.10794163 -82.82579845 005_0241 341 236973.857099 389892.672 1374602.667 6429.518 -0.16479 0.17794 -179.57863 28.11275722 -82.82601529 005_0240 342 236981.411898 389864.332 1376353.728 6417.126 -0.13817 0.21048 -179.54130 28.11757255 -82.82614010 005_0239 343 236989.002593 389866.742 1378110.745 6420.540 -0.15623 0.17627 -179.56135 28.12240484 -82.82616967 005_0238 344 236996.618754 389893.058 1379865.798 6429.390 -0.15633 0.19351 -179.59540 28.12723217 -82.82612504 005_0237 345 237004.247922 389935.645 1381619.729 6439.229 -0.18011 0.13859 -179.57535 28.13205671 -82.82602991 005_0236 346 237011.874566 389986.487 1383374.745 6452.302 -0.13784 0.22398 -179.63952 28.13688438 -82.82590919 005_0235 347 237019.487455 390042.380 1385131.358 6460.973 -0.15689 0.17801 -179.55338 28.14171654 -82.82577283 005_0234 348 237027.075489 390078.028 1386884.007 6471.317 -0.14094 0.24595 -179.57937 28.14653742 -82.82569919 005_0233 349 237034.671619 390020.831 1388639.180 6455.521 -0.17380 0.16204 -179.55807 28.15136350 -82.82591370 005_0232 350 237042.184964 389910.051 1390388.105 6437.952 -0.16837 0.18004 -179.57063 28.15617139 -82.82629438 005_0231 351 237049.726629 389785.640 1392141.908 6429.728 -0.18650 0.21509 -179.56096 28.16099243 -82.82671750 005_0230 352 237057.241896 389715.484 1393891.488 6423.771 -0.17453 0.19047 -179.62097 28.16580287 -82.82697220 005_0229 353 237064.768658 389678.757 1395645.215 6421.952 -0.17351 0.16273 -179.59771 28.17062533 -82.82712327 005_0228 354 237072.282420 389672.718 1397398.280 6421.848 -0.13334 0.19011 -179.59042 28.17544655 -82.82717910 005_0227 355 237079.828107 389690.963 1399156.231 6422.945 -0.18597 0.17743 -179.61171 28.18028166 -82.82715967 005_0226 356 237087.369409 389727.601 1400911.335 6427.835 -0.19633 0.21564 -179.60277 28.18510928 -82.82708310 005_0225 357 237094.897672 389789.757 1402664.466 6435.664 -0.19299 0.18731 -179.59515 28.18993195 -82.82692727 005_0224 358 237102.453016 389885.671 1404425.418 6444.080 -0.16197 0.15658 -179.59104 28.19477676 -82.82666680 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 68 of 330 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. AERIAL TRIANGULATION RESULTS Finalized ABGPS, digital images and survey control were collected to perform a bridging process of the aerial flight. Special care is taken to measure the aerial targets within the images during this process as well as strip tie points needed to tie flight lines together. During the adjustment, the final ABGPS EO data was entered and used in the final block solution. The following is the full AT run with resulting fit to control and resulting accuracy: SITE NUMBER NORTHING EASTING ELEVATION 100 1193366.02 418011.95 5.55 101 1286338.40 458328.10 7.47 102 1289358.78 381546.07 4.59 103 1389648.43 396779.87 6.09 104 1396834.86 445764.03 30.88 105 1347068.24 444832.92 9.19 106 1257532.43 436151.81 50.45 107 1329675.77 415116.60 57.29 T-1 446156.25 1396891.72 31.10 T-2 398604.21 1395641.98 5.43 T-3 410626.81 1377648.24 6.33 T-4 432712.26 1369897.92 15.46 T-5 447438.76 1372185.23 21.57 T-6 443924.05 1340250.53 6.39 T-7 418673.58 1351426.77 62.15 T-8 387709.82 1356910.47 4.16 T-9 387071.03 1314783.44 5.09 T-10 406045.27 1329765.79 35.01 T-11 427732.53 1319144.62 5.25 T-12 436987.68 1299773.61 6.69 T-13 401841.77 1298364.73 36.05 T-14 381472.63 1291541.80 5.42 T-15 388239.40 1269970.62 4.20 T-16 414388.21 1284164.66 12.70 T-17 454775.31 1286995.68 5.72 T-18 465527.44 1266330.77 5.04 T-19 433996.31 1274488.57 16.34 T-20 417454.06 1260505.80 23.40 T-21 436527.11 1252306.15 42.22 T-22 452077.96 1244852.07 4.81 T-23 452276.15 1231613.41 4.75 T-24 436675.84 1222883.36 4.82 T-25 428270.51 1229907.34 6.55 T-26 412590.73 1238118.27 4.98 T-27 417463.10 1218289.90 3.57 T-28 429733.54 1201451.41 5.77 T-29 418189.59 1192172.31 3.45 T-30 430911.53 1388277.22 17.48 Pinellas County Aerial Control Point Values 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 69 of 330 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. Photos Computed = 1778 Total Active Rays = 19564 Triangulated Points = 4964 Photo Residuals RMSx = 1.5 um Photo Residuals RMSy = 1.5 um Photo Residuals RMSxy = 2.1 um Photo Residuals RMSx&y = 1.5 um Residuals at Ground Control Point VX VY VZ Acc-XY Acc-Z 102 .132 -.021 -.025 .181 .081 103 .000 .000 .000 .181 .081 100 -.024 -.000 -.002 .181 .081 107 -.094 -.037 -.003 .181 .081 106 -.259 .102 -.029 .181 .081 105 -.177 -.032 -.044 .181 .081 104 -.072 .034 -.001 .181 .081 101 -.220 .031 -.031 .181 .081 RMS XYZ .150 .044 .023 RMS P .156 AVE XYZ -.089 .009 -.017 AVE P .090 Airborne GPS Residuals Strp Phot VXC VYC VZC Acc-XC Acc-YC Acc-ZC 2 46 .000 .000 -.000 .250 .250 .250 2 45 .001 -.001 -.002 .250 .250 .250 2 44 -.001 -.002 .003 .250 .250 .250 2 43 -.003 -.001 .009 .250 .250 .250 2 42 -.013 -.001 .026 .250 .250 .250 2 41 -.001 .006 .002 .250 .250 .250 2 40 .017 .002 -.034 .250 .250 .250 2 39 .008 .006 -.016 .250 .250 .250 2 38 -.008 .002 .016 .250 .250 .250 2 37 .002 -.001 -.003 .250 .250 .250 3 131 -.007 -.003 .012 .250 .250 .250 3 130 -.000 .003 .001 .250 .250 .250 3 129 .019 -.001 -.040 .250 .250 .250 3 128 -.018 .005 .031 .250 .250 .250 3 127 -.015 .002 .042 .250 .250 .250 3 126 -.003 .003 .018 .250 .250 .250 3 125 -.001 .001 .033 .250 .250 .250 3 124 -.005 .013 -.011 .250 .250 .250 3 123 .003 .009 .029 .250 .250 .250 3 122 .001 .005 .038 .250 .250 .250 3 121 -.003 .007 .072 .250 .250 .250 3 120 .006 .017 .087 .250 .250 .250 3 119 .001 .003 .051 .250 .250 .250 3 118 -.029 -.013 .080 .250 .250 .250 3 117 -.008 .001 .021 .250 .250 .250 3 116 -.026 .021 .051 .250 .250 .250 3 115 .007 -.003 -.013 .250 .250 .250 3 114 -.010 .007 .033 .250 .250 .250 3 113 .003 .006 -.008 .250 .250 .250 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 70 of 330 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. 3 112 .015 .003 -.033 .250 .250 .250 3 111 -.001 .005 .001 .250 .250 .250 3 110 -.004 .005 .009 .250 .250 .250 3 109 -.013 .006 .032 .250 .250 .250 3 108 -.003 .000 .008 .250 .250 .250 33 64 .005 .002 -.010 .250 .250 .250 33 63 -.004 .003 .006 .250 .250 .250 33 62 -.000 .000 .001 .250 .250 .250 33 61 .003 .004 -.015 .250 .250 .250 33 60 -.008 -.000 .025 .250 .250 .250 33 59 -.003 .003 .006 .250 .250 .250 33 58 .002 -.003 -.013 .250 .250 .250 4 218 -.002 -.001 .003 .250 .250 .250 4 217 .002 -.001 -.002 .250 .250 .250 4 216 -.003 -.002 .004 .250 .250 .250 4 215 .009 -.000 -.021 .250 .250 .250 4 214 .008 -.000 -.028 .250 .250 .250 4 213 -.004 -.002 .022 .250 .250 .250 4 212 -.006 -.003 .025 .250 .250 .250 4 211 -.002 .007 -.011 .250 .250 .250 4 210 -.005 .001 -.021 .250 .250 .250 4 209 -.012 -.004 -.028 .250 .250 .250 4 208 .008 .002 -.027 .250 .250 .250 4 207 -.003 -.002 -.043 .250 .250 .250 4 206 -.001 -.001 .008 .250 .250 .250 4 205 -.005 .001 .005 .250 .250 .250 4 204 -.003 .002 .003 .250 .250 .250 4 203 -.008 -.000 .005 .250 .250 .250 4 202 -.008 -.006 .017 .250 .250 .250 4 201 -.016 .013 -.051 .250 .250 .250 4 200 .008 -.008 -.066 .250 .250 .250 4 199 -.022 -.007 -.072 .250 .250 .250 4 198 -.020 -.000 .037 .250 .250 .250 4 197 -.005 .007 .020 .250 .250 .250 4 196 .021 .006 -.049 .250 .250 .250 4 195 .009 .005 .039 .250 .250 .250 4 194 .002 .003 -.024 .250 .250 .250 4 193 .007 .009 -.032 .250 .250 .250 4 192 -.015 .001 .025 .250 .250 .250 4 191 .001 .008 -.004 .250 .250 .250 4 190 -.003 -.005 .014 .250 .250 .250 4 189 .015 .003 -.044 .250 .250 .250 4 188 -.005 .001 .018 .250 .250 .250 4 187 -.005 -.003 .004 .250 .250 .250 4 186 -.015 -.002 .023 .250 .250 .250 4 185 .004 -.005 .012 .250 .250 .250 4 184 -.007 -.003 .020 .250 .250 .250 4 183 .001 -.002 -.013 .250 .250 .250 4 182 -.015 -.006 .031 .250 .250 .250 4 181 .009 -.002 -.018 .250 .250 .250 4 180 .002 -.001 -.003 .250 .250 .250 4 179 -.002 -.001 .006 .250 .250 .250 4 178 .011 -.000 -.020 .250 .250 .250 4 177 -.021 .001 .042 .250 .250 .250 4 176 .023 .001 -.045 .250 .250 .250 4 175 -.005 .000 .009 .250 .250 .250 34 168 -.000 -.000 .000 .250 .250 .250 34 167 -.002 -.001 .002 .250 .250 .250 34 166 .002 .001 -.003 .250 .250 .250 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 71 of 330 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. 34 165 .003 .000 -.005 .250 .250 .250 34 164 -.004 -.000 .007 .250 .250 .250 34 163 -.002 -.001 .003 .250 .250 .250 34 162 -.003 -.002 .010 .250 .250 .250 34 161 .001 -.002 .003 .250 .250 .250 34 160 .006 -.004 -.019 .250 .250 .250 34 159 -.001 .001 .003 .250 .250 .250 64 158 .008 -.002 -.033 .250 .250 .250 64 157 .000 .002 -.004 .250 .250 .250 64 156 -.004 .001 .036 .250 .250 .250 64 155 .005 -.012 -.053 .250 .250 .250 64 154 -.007 .003 .020 .250 .250 .250 64 153 .003 .004 .005 .250 .250 .250 64 152 -.001 .000 .001 .250 .250 .250 94 147 .002 -.004 .008 .250 .250 .250 94 146 -.002 -.001 -.012 .250 .250 .250 94 145 .002 -.001 .001 .250 .250 .250 94 144 .002 -.004 .018 .250 .250 .250 94 143 -.004 .005 -.018 .250 .250 .250 94 142 .005 -.004 .012 .250 .250 .250 94 141 -.003 -.001 -.007 .250 .250 .250 5 305 .006 -.002 -.011 .250 .250 .250 5 304 -.007 -.003 .016 .250 .250 .250 5 303 -.024 .000 .067 .250 .250 .250 5 302 -.007 .003 .020 .250 .250 .250 5 301 -.009 -.001 .026 .250 .250 .250 5 300 .006 .001 .021 .250 .250 .250 5 299 -.000 -.003 .089 .250 .250 .250 5 298 -.018 -.011 -.010 .250 .250 .250 5 297 -.016 .002 -.046 .250 .250 .250 5 296 -.018 -.006 .010 .250 .250 .250 5 295 .006 .001 .039 .250 .250 .250 5 294 -.000 -.000 .000 .250 .250 .250 5 293 -.006 -.008 .031 .250 .250 .250 5 292 -.005 .001 .071 .250 .250 .250 5 291 -.007 .005 .011 .250 .250 .250 5 290 -.014 -.003 -.019 .250 .250 .250 5 289 -.004 .000 .026 .250 .250 .250 5 288 -.006 -.002 .020 .250 .250 .250 5 287 -.026 -.002 .041 .250 .250 .250 5 286 .000 -.003 -.004 .250 .250 .250 5 285 -.003 -.006 .024 .250 .250 .250 5 284 -.010 .000 .025 .250 .250 .250 5 283 -.025 .002 -.024 .250 .250 .250 5 282 -.003 -.003 .015 .250 .250 .250 5 281 -.004 -.014 .068 .250 .250 .250 5 280 .001 .000 -.021 .250 .250 .250 5 279 -.010 -.004 .033 .250 .250 .250 5 278 .002 .011 -.005 .250 .250 .250 5 277 -.007 .021 -.005 .250 .250 .250 5 276 -.039 -.003 .044 .250 .250 .250 5 275 .004 .012 .029 .250 .250 .250 5 274 .033 .001 .046 .250 .250 .250 5 273 -.008 -.001 -.024 .250 .250 .250 5 272 .004 -.007 .014 .250 .250 .250 5 271 .005 .011 -.004 .250 .250 .250 5 270 -.020 -.005 -.015 .250 .250 .250 5 269 -.001 .005 -.003 .250 .250 .250 5 268 -.009 -.016 .042 .250 .250 .250 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 72 of 330 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. 5 267 -.005 .007 -.017 .250 .250 .250 5 266 .009 -.008 -.017 .250 .250 .250 5 265 .000 .003 -.001 .250 .250 .250 5 264 .002 .001 -.028 .250 .250 .250 5 263 .003 .001 .020 .250 .250 .250 5 262 -.024 .004 -.009 .250 .250 .250 5 261 -.008 -.004 .073 .250 .250 .250 5 260 -.002 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.250 .250 80 975 .002 -.011 .018 .250 .250 .250 80 974 .013 -.007 .007 .250 .250 .250 80 973 .013 -.010 .016 .250 .250 .250 80 972 .007 -.003 .023 .250 .250 .250 80 971 .005 -.007 .005 .250 .250 .250 80 970 .006 .002 .016 .250 .250 .250 80 969 .007 .003 .000 .250 .250 .250 80 968 .008 .002 .041 .250 .250 .250 80 967 .010 .006 .019 .250 .250 .250 80 966 .003 .000 .011 .250 .250 .250 80 965 -.002 .011 -.016 .250 .250 .250 80 964 .002 .000 .039 .250 .250 .250 80 963 .001 .009 .032 .250 .250 .250 80 962 .003 -.005 -.037 .250 .250 .250 80 961 -.008 .001 -.003 .250 .250 .250 80 960 -.000 .003 -.002 .250 .250 .250 80 959 -.001 -.001 .015 .250 .250 .250 80 958 -.002 -.003 -.015 .250 .250 .250 80 957 .003 .000 -.007 .250 .250 .250 80 956 .003 -.003 -.002 .250 .250 .250 80 955 .001 .001 .028 .250 .250 .250 80 954 -.002 -.003 -.009 .250 .250 .250 80 953 .003 .001 .024 .250 .250 .250 80 952 .003 -.003 .012 .250 .250 .250 80 951 .001 .001 -.009 .250 .250 .250 21 107 -.002 -.002 -.002 .250 .250 .250 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 97 of 330 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. 21 106 .006 .011 -.013 .250 .250 .250 21 105 .002 -.004 .114 .250 .250 .250 21 104 -.004 .018 -.008 .250 .250 .250 21 103 .005 .006 -.028 .250 .250 .250 21 102 .013 .010 .083 .250 .250 .250 21 101 .003 -.004 .002 .250 .250 .250 21 100 -.004 -.006 -.016 .250 .250 .250 21 99 -.006 -.008 -.017 .250 .250 .250 21 98 .013 .001 .032 .250 .250 .250 21 97 .014 -.007 .030 .250 .250 .250 21 96 -.011 -.002 -.015 .250 .250 .250 21 95 .011 -.007 .020 .250 .250 .250 21 94 .004 -.001 .009 .250 .250 .250 21 93 -.002 .002 -.002 .250 .250 .250 21 92 .011 .002 .027 .250 .250 .250 21 91 -.007 -.013 .043 .250 .250 .250 21 90 -.001 -.016 .022 .250 .250 .250 21 89 -.002 -.008 .051 .250 .250 .250 21 88 -.003 -.036 -.064 .250 .250 .250 21 87 -.002 -.014 .000 .250 .250 .250 21 86 -.007 -.005 .036 .250 .250 .250 21 85 -.013 -.010 .022 .250 .250 .250 21 84 .008 -.011 .038 .250 .250 .250 21 83 .072 -.029 .263 .250 .250 .250 21 82 .020 .039 .065 .250 .250 .250 21 81 -.016 -.008 -.051 .250 .250 .250 21 80 .014 -.009 .005 .250 .250 .250 21 79 -.004 -.002 .000 .250 .250 .250 21 78 .003 -.005 .007 .250 .250 .250 21 77 -.000 .002 -.019 .250 .250 .250 21 76 -.002 -.002 .004 .250 .250 .250 21 75 -.004 -.006 .065 .250 .250 .250 21 74 .016 -.013 -.044 .250 .250 .250 21 73 .004 -.019 .005 .250 .250 .250 21 72 -.045 -.015 .152 .250 .250 .250 21 71 -.066 .002 .021 .250 .250 .250 21 70 .025 -.002 .065 .250 .250 .250 21 69 .010 -.010 .014 .250 .250 .250 21 68 .010 -.025 -.038 .250 .250 .250 21 67 -.010 -.002 -.035 .250 .250 .250 21 66 -.017 .002 -.008 .250 .250 .250 21 65 .025 -.007 .054 .250 .250 .250 21 64 .006 .001 .003 .250 .250 .250 21 63 .009 .002 .005 .250 .250 .250 21 62 -.009 -.005 .003 .250 .250 .250 22 141 -.008 .000 -.010 .250 .250 .250 22 140 -.003 .006 -.069 .250 .250 .250 22 139 -.007 .020 -.047 .250 .250 .250 22 138 -.009 .001 -.072 .250 .250 .250 22 137 -.006 .024 .002 .250 .250 .250 22 136 -.001 .009 .009 .250 .250 .250 22 135 -.004 .006 -.024 .250 .250 .250 22 134 .005 .004 .041 .250 .250 .250 22 132 .002 .008 -.015 .250 .250 .250 22 131 .012 -.005 .020 .250 .250 .250 22 130 -.048 .001 .040 .250 .250 .250 22 129 .014 .008 -.027 .250 .250 .250 22 128 -.010 .002 .085 .250 .250 .250 22 127 .006 -.001 .062 .250 .250 .250 22 126 .021 -.004 -.044 .250 .250 .250 22 125 .010 .003 -.028 .250 .250 .250 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 98 of 330 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. 22 124 .009 .014 -.009 .250 .250 .250 22 123 .001 .004 .091 .250 .250 .250 22 122 .028 .005 .025 .250 .250 .250 22 121 .002 -.004 .028 .250 .250 .250 22 120 -.007 .000 -.013 .250 .250 .250 22 119 .004 .001 .004 .250 .250 .250 52 115 -.004 -.001 .002 .250 .250 .250 52 114 .005 .005 -.034 .250 .250 .250 52 113 -.002 .003 .027 .250 .250 .250 23 184 .001 .001 .002 .250 .250 .250 23 183 -.009 -.002 -.020 .250 .250 .250 23 182 -.009 .018 -.008 .250 .250 .250 23 181 .018 .004 .027 .250 .250 .250 23 180 .019 .005 .058 .250 .250 .250 23 179 .007 -.014 -.024 .250 .250 .250 23 178 .005 -.025 -.001 .250 .250 .250 23 177 -.002 -.010 .000 .250 .250 .250 23 176 -.011 -.013 .036 .250 .250 .250 23 175 -.001 -.013 .021 .250 .250 .250 23 174 .004 -.012 -.008 .250 .250 .250 23 173 -.018 -.001 -.050 .250 .250 .250 23 172 .002 -.015 -.031 .250 .250 .250 23 171 -.007 -.007 -.048 .250 .250 .250 23 170 .002 -.015 .014 .250 .250 .250 23 169 .002 -.015 .059 .250 .250 .250 23 168 -.001 -.002 -.000 .250 .250 .250 23 167 .028 -.012 -.108 .250 .250 .250 23 166 .002 -.015 .036 .250 .250 .250 23 165 .015 -.005 .055 .250 .250 .250 23 164 -.020 -.022 -.090 .250 .250 .250 24 207 .001 -.000 .000 .250 .250 .250 24 206 -.021 .008 -.034 .250 .250 .250 24 205 .040 .013 .086 .250 .250 .250 24 204 .012 .002 .028 .250 .250 .250 24 203 -.012 -.008 -.018 .250 .250 .250 24 202 -.009 .002 -.029 .250 .250 .250 24 201 -.008 -.005 -.029 .250 .250 .250 24 200 .016 .002 .026 .250 .250 .250 24 199 .005 .006 .014 .250 .250 .250 24 198 -.019 -.005 -.031 .250 .250 .250 24 197 .022 -.005 .041 .250 .250 .250 24 196 -.021 .002 -.044 .250 .250 .250 24 195 -.003 .002 -.004 .250 .250 .250 24 194 .010 -.003 .026 .250 .250 .250 24 193 -.000 .015 .042 .250 .250 .250 24 192 -.018 .004 -.024 .250 .250 .250 24 191 .018 .006 .071 .250 .250 .250 24 190 .019 -.002 -.030 .250 .250 .250 25 221 .002 .001 -.005 .250 .250 .250 25 220 -.001 .000 .004 .250 .250 .250 25 219 -.001 .002 -.000 .250 .250 .250 25 218 -.000 -.004 .007 .250 .250 .250 25 217 -.005 -.006 -.002 .250 .250 .250 25 216 .008 .002 -.006 .250 .250 .250 RMS .011 .011 .037 AVE .001 .000 .001 N 1777 1777 1777 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 99 of 330 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. DIGITAL ORTHOPHOTO FLIGHT LOGS ACA’s Flight Department Manager produced a detailed flight plan using our unique Track`Air flight management planning software. A shape file of the project limits was loaded along with a raster image background into the flight management software and workstation. Flight altitude, sidelap and forward overlap was entered and then the software produced a flight plan. Flight lines were also extended two exposures beyond the shape boundary at each flight lines ending for the purpose when ABGPS collection. 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 100 of 330 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 101 of 330 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 102 of 330 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 103 of 330 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 104 of 330 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. ----------------------------------------------------------------------------------- Info sent to the flight crews: 2010720 2011 Pinellas Co Orthos & Obliques / SWFWMD. 15573 inside W side of KTPA “B” space / KPIE is 70nm WSW of KISM 6,500’ AGL / UCX / 2233 exp / 25 lines / 637nm / 6.0hr @ alt + 2 local mobs + two 1.0hr RT KISM~KPIE~KISM mobs. = 10.0hr total ACA GPS base station @ KPIE or KCLW. As of 11/23/10 Flight Planned. No Targets. Flight 12/01/10~12/31/10 ----------------------------------------------------------------------------------- -----Daily Status report---- 11/23/10 All flight planning completed and sent to the flight crews. 11/24/10 Met with flight crews and dicussed project requirements. 12/01/10 As of today the project is contractually available to fly. The more than 30° sun altitude flight window for today runs from 10:02 EST until 14:39 EST. Weather prog charts show a cold front moving through the area today. Satellite imagery shows clear air moving south in to Florida. It wasn’t until about 13:00 EST that the last remaining clouds moved off of the project site. This allowed insufficient time remaining to accomplish a useful amount of work so no flying was done. 12/02/10 Satellite imagery and reported weather shows clear skies over the project site. However, the flight crew went south today, to take advantage of cloud free skies in the extreme southern part of the Florida peninsula to acquire some hard-to-get imagery. 12/03/10 Satellite imagery and reported weather shows clear skies over the project site. The crew flew flight lines 6 ~ 25 (86%) of the project. Only lines 1 ~ 5 remain. 12/04/10 Most of the Gulf of Mexico had a layer of clouds circulating in a clockwise direction. The eastern edge of this cloud mass was touching the west part of Pinellas co. The lines that remain to be flown (Lines 1 ~ 5) are where the clouds were. Therefore the crew worked on the St Lucie co project. 12/05/10 Satellite imagery and reported weather shows clouds over the project site today. 12/06/10 The more than 30° sun altitude flight window for today runs from 10:08 EST until 14:37 EST. 12/06/10 Reported weather shows clear skies over St. Petersburg Airport (KPIE) this morning. However Satellite imagery shows extensive cloud cover over the entire Gulf of Mexico. Satellite loop imagery shows cloud movement and winds are from the NNW and will most likely move clouds onshore by sun altitude start time. With this the flight crew went southeast today to take advantage of cloud free skies on the southeast coast of the Florida peninsula. 11:20 EST update: As of the 10:53 EST Aviation weather report from St. Petersburg Airport (KPIE) shows a cloud layer at 5,000’ altitude. 12/07/10 The more than 30° sun altitude flight window for today runs from 10:09 EST until 14:36 EST. Reported weather shows cloudy skies over St. Petersburg Airport (KPIE) this morning. 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 105 of 330 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. Satellite loop imagery shows the cloud cover dissipating. Also cloud movement and winds are from the NNW and will most likely move clouds off of the project by mid day. Knowing it should only take about one hour of on-site flight time to complete the project, the flight crew is standing by at the Kissimmee Airport ready to take advantage of improving conditions. At about 10:45 EST the aircraft and crew departed the Kissimmee Airport for the project site. 15:00 EST update: Flight crew reports that, pending any problem with the data download, flight is complete on this project. 12/3/2010 Pilot: Mark Peterson Aircra ft: Cessn a Caravan 208 N682AC SYSOP: Dean Cole Sensor: UltraCam-X Date of Flight Frame Time Time Direction Ground GPS Sun Flight Line # Number UTC EST of Flight Speed kts PDOP Altitude 12/3/2010 25 1 14:57:51 9:57:51 South 169.8 1.4 29.3 12/3/2010 25 2 14:57:57 9:57:57 South 169.5 1.4 29.3 12/3/2010 25 3 14:58:03 9:58:03 South 169.8 1.4 29.3 12/3/2010 25 4 14:58:09 9:58:09 South 169.4 1.4 29.3 12/3/2010 25 5 14:58:15 9:58:15 South 168.3 1.4 29.3 12/3/2010 25 6 14:58:21 9:58:21 South 168.7 1.4 29.4 12/3/2010 25 7 14:58:28 9:58:28 South 170.7 1.4 29.4 12/3/2010 25 8 14:58:34 9:58:34 South 171.3 1.4 29.4 12/3/2010 25 9 14:58:40 9:58:40 South 169.3 1.4 29.4 12/3/2010 25 10 14:58:46 9:58:46 South 168.0 1.4 29.4 12/3/2010 25 11 14:58:52 9:58:52 South 167.2 1.4 29.5 12/3/2010 25 12 14:58:58 9:58:58 South 166.4 1.4 29.5 12/3/2010 25 13 14:59:05 9:59:05 South 165.9 1.4 29.5 12/3/2010 25 14 14:59:11 9:59:11 South 165.6 1.4 29.5 12/3/2010 25 15 14:59:17 9:59:17 South 165.8 1.4 29.5 12/3/2010 25 16 14:59:23 9:59:23 South 165.8 1.4 29.6 12/3/2010 25 17 14:59:30 9:59:30 South 165.9 1.4 29.6 12/3/2010 25 18 14:59:36 9:59:36 South 165.7 1.4 29.6 12/3/2010 25 19 14:59:42 9:59:42 South 165.4 1.4 29.6 12/3/2010 25 20 14:59:48 9:59:48 South 165.5 1.4 29.6 12/3/2010 24 21 15:03:14 10:03:14 North 145.1 1.39 30.1 12/3/2010 24 22 15:03:21 10:03:21 North 145.8 1.39 30.1 12/3/2010 24 23 15:03:28 10:03:28 North 146.6 1.39 30.1 12/3/2010 24 24 15:03:35 10:03:35 North 147.4 1.39 30.1 12/3/2010 24 25 15:03:42 10:03:42 North 148.1 1.39 30.1 12/3/2010 24 26 15:03:49 10:03:49 North 148.2 1.39 30.2 12/3/2010 24 27 15:03:56 10:03:56 North 148.2 1.39 30.2 12/3/2010 24 28 15:04:03 10:04:03 North 149.9 1.39 30.2 12/3/2010 24 29 15:04:10 10:04:10 North 151.5 1.39 30.2 12/3/2010 24 30 15:04:17 10:04:17 North 152.1 1.39 30.2 12/3/2010 24 31 15:04:24 10:04:24 North 152.4 1.39 30.2 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 106 of 330 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. 12/3/2010 24 32 15:04:30 10:04:30 North 152.8 1.39 30.2 12/3/2010 24 33 15:04:37 10:04:37 North 153.1 1.39 30.2 12/3/2010 24 34 15:04:44 10:04:44 North 153.3 1.39 30.2 12/3/2010 24 35 15:04:51 10:04:51 North 153.2 1.39 30.3 12/3/2010 24 36 15:04:58 10:04:58 North 152.9 1.39 30.3 12/3/2010 24 37 15:05:04 10:05:04 North 152.9 1.39 30.3 12/3/2010 24 38 15:05:11 10:05:11 North 153.0 1.39 30.3 12/3/2010 24 39 15:05:18 10:05:18 North 153.1 1.39 30.3 12/3/2010 24 40 15:05:25 10:05:25 North 152.7 1.39 30.3 12/3/2010 24 41 15:05:32 10:05:32 North 152.2 1.39 30.3 12/3/2010 24 42 15:05:38 10:05:38 North 152.3 1.39 30.3 12/3/2010 24 43 15:05:45 10:05:45 North 152.5 1.39 30.3 12/3/2010 24 44 15:05:52 10:05:52 North 152.8 1.39 30.4 12/3/2010 24 45 15:05:59 10:05:59 North 153.2 1.39 30.4 12/3/2010 24 46 15:06:06 10:06:06 North 153.3 1.39 30.4 12/3/2010 23 47 15:09:03 10:09:03 South 155.9 1.26 30.7 12/3/2010 23 48 15:09:10 10:09:10 South 158.5 1.26 30.7 12/3/2010 23 49 15:09:16 10:09:16 South 160.1 1.26 30.7 12/3/2010 23 50 15:09:23 10:09:23 South 161.2 1.26 30.8 12/3/2010 23 51 15:09:29 10:09:29 South 162.2 1.39 30.8 12/3/2010 23 52 15:09:35 10:09:35 South 162.8 1.4 30.8 12/3/2010 23 53 15:09:42 10:09:42 South 163.1 1.48 30.8 12/3/2010 23 54 15:09:48 10:09:48 South 163.7 1.48 30.9 12/3/2010 23 55 15:09:55 10:09:55 South 164.2 1.48 30.9 12/3/2010 23 56 15:10:01 10:10:01 South 164.6 1.48 30.9 12/3/2010 23 57 15:10:07 10:10:07 South 164.8 1.48 30.9 12/3/2010 23 58 15:10:13 10:10:13 South 165.2 1.48 30.9 12/3/2010 23 59 15:10:20 10:10:20 South 165.5 1.48 31 12/3/2010 23 60 15:10:26 10:10:26 South 165.6 1.48 31 12/3/2010 23 61 15:10:32 10:10:32 South 165.5 1.48 31 12/3/2010 23 62 15:10:39 10:10:39 South 165.3 1.48 31 12/3/2010 23 63 15:10:45 10:10:45 South 165.1 1.48 31 12/3/2010 23 64 15:10:51 10:10:51 South 165.1 1.48 31.1 12/3/2010 23 65 15:10:57 10:10:57 South 165.1 1.48 31.1 12/3/2010 23 66 15:11:04 10:11:04 South 164.8 1.48 31.1 12/3/2010 23 67 15:11:10 10:11:10 South 165.1 1.48 31.1 12/3/2010 23 68 15:11:16 10:11:16 South 165.3 1.48 31.1 12/3/2010 23 69 15:11:23 10:11:23 South 165.3 1.48 31.2 12/3/2010 23 70 15:11:29 10:11:29 South 165.4 1.48 31.2 12/3/2010 23 71 15:11:35 10:11:35 South 165.4 1.48 31.2 12/3/2010 23 72 15:11:42 10:11:42 South 165.3 1.49 31.2 12/3/2010 22 73 15:16:15 10:16:15 North 150.6 1.5 31.8 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 107 of 330 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. 12/3/2010 22 74 15:16:22 10:16:22 North 150.6 1.5 31.9 12/3/2010 22 75 15:16:29 10:16:29 North 150.6 1.5 31.9 12/3/2010 22 76 15:16:36 10:16:36 North 150.9 1.5 31.9 12/3/2010 22 77 15:16:43 10:16:43 North 151.1 1.5 31.9 12/3/2010 22 78 15:16:50 10:16:50 North 151.5 1.5 31.9 12/3/2010 22 79 15:16:57 10:16:57 North 152.1 1.5 31.9 12/3/2010 22 80 15:17:04 10:17:04 North 152.5 1.5 31.9 12/3/2010 22 81 15:17:10 10:17:10 North 152.6 1.5 31.9 12/3/2010 22 82 15:17:17 10:17:17 North 152.3 1.5 31.9 12/3/2010 22 83 15:17:24 10:17:24 North 152.1 1.5 32 12/3/2010 22 84 15:17:31 10:17:31 North 152.0 1.5 32 12/3/2010 22 85 15:17:38 10:17:38 North 151.9 1.5 32 12/3/2010 22 86 15:17:45 10:17:45 North 151.8 1.5 32 12/3/2010 22 87 15:17:51 10:17:51 North 152.2 1.5 32 12/3/2010 22 88 15:17:58 10:17:58 North 152.7 1.5 32 12/3/2010 22 89 15:18:05 10:18:05 North 153.0 1.5 32 12/3/2010 22 90 15:18:12 10:18:12 North 153.0 1.5 32 12/3/2010 22 91 15:18:19 10:18:19 North 152.7 1.5 32 12/3/2010 22 92 15:18:25 10:18:25 North 152.5 1.5 32 12/3/2010 22 93 15:18:32 10:18:32 North 152.0 1.5 32 12/3/2010 22 94 15:18:39 10:18:39 North 151.9 1.5 32 12/3/2010 22 95 15:18:46 10:18:46 North 151.9 1.51 32 12/3/2010 22 96 15:18:53 10:18:53 North 151.5 1.51 32.1 12/3/2010 22 97 15:19:00 10:19:00 North 151.6 1.51 32.1 12/3/2010 22 98 15:19:06 10:19:06 North 151.8 1.51 32.1 12/3/2010 22 99 15:19:13 10:19:13 North 152.3 1.51 32.1 12/3/2010 22 100 15:19:20 10:19:20 North 152.7 1.51 32.1 12/3/2010 22 101 15:19:27 10:19:27 North 152.8 1.51 32.1 12/3/2010 22 102 15:19:34 10:19:34 North 152.6 1.51 32.1 12/3/2010 22 103 15:19:41 10:19:41 North 152.5 1.51 32.1 12/3/2010 22 104 15:19:47 10:19:47 North 152.5 1.51 32.1 12/3/2010 22 105 15:19:54 10:19:54 North 152.7 1.51 32.2 12/3/2010 22 106 15:20:01 10:20:01 North 153.1 1.51 32.2 12/3/2010 22 107 15:20:08 10:20:08 North 153.4 1.51 32.2 12/3/2010 22 108 15:20:15 10:20:15 North 153.3 1.51 32.2 12/3/2010 22 109 15:20:21 10:20:21 North 152.9 1.51 32.2 12/3/2010 22 110 15:20:28 10:20:28 North 152.5 1.51 32.2 12/3/2010 22 111 15:20:35 10:20:35 North 152.0 1.51 32.2 12/3/2010 22 112 15:20:42 10:20:42 North 151.4 1.51 32.2 12/3/2010 22 113 15:20:49 10:20:49 North 151.4 1.51 32.3 12/3/2010 22 114 15:20:56 10:20:56 North 151.8 1.51 32.3 12/3/2010 22 115 15:21:02 10:21:02 North 152.0 1.51 32.3 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 108 of 330 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. 12/3/2010 22 116 15:21:09 10:21:09 North 152.1 1.51 32.3 12/3/2010 22 117 15:21:16 10:21:16 North 152.2 1.51 32.3 12/3/2010 22 118 15:21:23 10:21:23 North 152.6 1.51 32.3 12/3/2010 22 119 15:21:30 10:21:30 North 152.8 1.51 32.3 12/3/2010 22 120 15:21:37 10:21:36 North 153.0 1.51 32.3 12/3/2010 22 121 15:21:43 10:21:43 North 153.0 1.51 32.3 12/3/2010 22 122 15:21:50 10:21:50 North 152.9 1.51 32.3 12/3/2010 22 123 15:21:57 10:21:57 North 152.6 1.51 32.3 12/3/2010 22 124 15:22:04 10:22:04 North 152.4 1.51 32.3 12/3/2010 21 125 15:25:28 10:25:28 South 164.4 1.51 32.7 12/3/2010 21 126 15:25:34 10:25:34 South 164.4 1.51 32.7 12/3/2010 21 127 15:25:40 10:25:40 South 164.7 1.51 32.7 12/3/2010 21 128 15:25:46 10:25:46 South 165.3 1.51 32.7 12/3/2010 21 129 15:25:53 10:25:53 South 166.0 1.51 32.8 12/3/2010 21 130 15:25:59 10:25:59 South 166.4 1.51 32.8 12/3/2010 21 131 15:26:05 10:26:05 South 166.6 1.51 32.8 12/3/2010 21 132 15:26:11 10:26:11 South 166.8 1.51 32.8 12/3/2010 21 133 15:26:18 10:26:18 South 167.0 1.51 32.8 12/3/2010 21 134 15:26:24 10:26:24 South 166.9 1.51 32.9 12/3/2010 21 135 15:26:30 10:26:30 South 166.6 1.51 32.9 12/3/2010 21 136 15:26:36 10:26:36 South 166.1 1.51 32.9 12/3/2010 21 137 15:26:43 10:26:43 South 165.8 1.51 32.9 12/3/2010 21 138 15:26:49 10:26:49 South 165.6 1.51 33 12/3/2010 21 139 15:26:55 10:26:55 South 165.4 1.51 33 12/3/2010 21 140 15:27:02 10:27:02 South 165.3 1.51 33 12/3/2010 21 141 15:27:08 10:27:08 South 165.4 1.51 33 12/3/2010 21 142 15:27:14 10:27:14 South 165.3 1.51 33 12/3/2010 21 143 15:27:20 10:27:20 South 165.2 1.51 33.1 12/3/2010 21 144 15:27:27 10:27:27 South 165.2 1.51 33.1 12/3/2010 21 145 15:27:33 10:27:33 South 165.2 1.51 33.1 12/3/2010 21 146 15:27:39 10:27:39 South 165.1 1.51 33.1 12/3/2010 21 147 15:27:46 10:27:46 South 164.8 1.51 33.1 12/3/2010 21 148 15:27:52 10:27:52 South 164.7 1.51 33.1 12/3/2010 21 149 15:27:58 10:27:58 South 164.9 1.51 33.1 12/3/2010 21 150 15:28:04 10:28:04 South 164.9 1.51 33.1 12/3/2010 21 151 15:28:11 10:28:11 South 164.7 1.51 33.1 12/3/2010 21 152 15:28:17 10:28:17 South 164.6 1.51 33.1 12/3/2010 21 153 15:28:23 10:28:23 South 164.3 1.51 33.2 12/3/2010 21 154 15:28:30 10:28:30 South 164.3 1.51 33.2 12/3/2010 21 155 15:28:36 10:28:36 South 164.6 1.34 33.2 12/3/2010 21 156 15:28:42 10:28:42 South 164.6 1.34 33.2 12/3/2010 21 157 15:28:49 10:28:49 South 164.7 1.34 33.3 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 109 of 330 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. 12/3/2010 21 158 15:28:55 10:28:55 South 164.9 1.34 33.3 12/3/2010 21 159 15:29:01 10:29:01 South 164.9 1.34 33.3 12/3/2010 21 160 15:29:08 10:29:08 South 165.0 1.34 33.3 12/3/2010 21 161 15:29:14 10:29:14 South 164.9 1.34 33.3 12/3/2010 21 162 15:29:20 10:29:20 South 164.7 1.34 33.4 12/3/2010 21 163 15:29:27 10:29:27 South 164.7 1.34 33.4 12/3/2010 21 164 15:29:33 10:29:33 South 164.8 1.34 33.4 12/3/2010 21 165 15:29:39 10:29:39 South 164.9 1.34 33.4 12/3/2010 21 166 15:29:45 10:29:45 South 164.8 1.34 33.4 12/3/2010 21 167 15:29:52 10:29:52 South 164.8 1.34 33.4 12/3/2010 21 168 15:29:58 10:29:58 South 164.9 1.34 33.4 12/3/2010 21 169 15:30:04 10:30:04 South 165.2 1.34 33.4 12/3/2010 21 170 15:30:11 10:30:11 South 165.5 1.34 33.4 12/3/2010 21 171 15:30:17 10:30:17 South 165.7 1.34 33.4 12/3/2010 21 172 15:30:23 10:30:23 South 165.7 1.34 33.5 12/3/2010 21 173 15:30:29 10:30:29 South 165.7 1.34 33.5 12/3/2010 21 174 15:30:36 10:30:36 South 165.7 1.34 33.5 12/3/2010 21 175 15:30:42 10:30:42 South 165.7 1.34 33.5 12/3/2010 21 176 15:30:48 10:30:48 South 165.9 1.34 33.6 12/3/2010 20 177 15:34:34 10:34:34 North 150.9 1.35 34 12/3/2010 20 178 15:34:41 10:34:41 North 150.9 1.35 34 12/3/2010 20 179 15:34:48 10:34:48 North 151.1 1.35 34 12/3/2010 20 180 15:34:55 10:34:55 North 151.2 1.35 34 12/3/2010 20 181 15:35:01 10:35:01 North 151.4 1.35 34 12/3/2010 20 182 15:35:08 10:35:08 North 151.5 1.35 34 12/3/2010 20 183 15:35:15 10:35:15 North 151.9 1.35 34 12/3/2010 20 184 15:35:22 10:35:22 North 152.2 1.35 34.1 12/3/2010 20 185 15:35:29 10:35:29 North 152.5 1.35 34.1 12/3/2010 20 186 15:35:36 10:35:36 North 152.3 1.35 34.1 12/3/2010 20 187 15:35:42 10:35:42 North 152.0 1.35 34.1 12/3/2010 20 188 15:35:49 10:35:49 North 152.0 1.35 34.1 12/3/2010 20 189 15:35:56 10:35:56 North 152.1 1.35 34.1 12/3/2010 20 190 15:36:03 10:36:03 North 152.6 1.35 34.1 12/3/2010 20 191 15:36:10 10:36:10 North 153.0 1.35 34.1 12/3/2010 20 192 15:36:17 10:36:17 North 153.3 1.35 34.1 12/3/2010 20 193 15:36:23 10:36:23 North 153.4 1.35 34.2 12/3/2010 20 194 15:36:30 10:36:30 North 153.4 1.35 34.2 12/3/2010 20 195 15:36:37 10:36:37 North 153.4 1.35 34.2 12/3/2010 20 196 15:36:44 10:36:44 North 153.4 1.35 34.2 12/3/2010 20 197 15:36:50 10:36:50 North 153.3 1.35 34.2 12/3/2010 20 198 15:36:57 10:36:57 North 152.5 1.35 34.2 12/3/2010 20 199 15:37:04 10:37:04 North 152.2 1.35 34.2 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 110 of 330 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. 12/3/2010 20 200 15:37:11 10:37:11 North 152.4 1.35 34.2 12/3/2010 20 201 15:37:18 10:37:18 North 152.7 1.35 34.2 12/3/2010 20 202 15:37:25 10:37:25 North 153.0 1.35 34.2 12/3/2010 20 203 15:37:31 10:37:31 North 153.2 1.35 34.2 12/3/2010 20 204 15:37:38 10:37:38 North 153.3 1.35 34.2 12/3/2010 20 205 15:37:45 10:37:45 North 153.1 1.35 34.2 12/3/2010 20 206 15:37:52 10:37:52 North 153.2 1.35 34.3 12/3/2010 20 207 15:37:58 10:37:58 North 153.7 1.35 34.3 12/3/2010 20 208 15:38:05 10:38:05 North 153.9 1.35 34.3 12/3/2010 20 209 15:38:12 10:38:12 North 153.5 1.35 34.3 12/3/2010 20 210 15:38:19 10:38:19 North 152.8 1.35 34.3 12/3/2010 20 211 15:38:26 10:38:26 North 152.5 1.35 34.3 12/3/2010 20 212 15:38:32 10:38:32 North 152.6 1.35 34.3 12/3/2010 20 213 15:38:39 10:38:39 North 152.6 1.35 34.3 12/3/2010 20 214 15:38:46 10:38:46 North 152.6 1.35 34.3 12/3/2010 20 215 15:38:53 10:38:53 North 152.6 1.35 34.3 12/3/2010 20 216 15:39:00 10:39:00 North 152.7 1.35 34.3 12/3/2010 20 217 15:39:06 10:39:06 North 152.9 1.35 34.3 12/3/2010 20 218 15:39:13 10:39:13 North 152.9 1.35 34.3 12/3/2010 20 219 15:39:20 10:39:20 North 152.9 1.35 34.4 12/3/2010 20 220 15:39:27 10:39:27 North 152.8 1.35 34.4 12/3/2010 20 221 15:39:34 10:39:34 North 152.7 1.35 34.4 12/3/2010 20 222 15:39:40 10:39:40 North 153.0 1.35 34.4 12/3/2010 20 223 15:39:47 10:39:47 North 153.2 1.35 34.4 12/3/2010 20 224 15:39:54 10:39:54 North 153.2 1.35 34.4 12/3/2010 20 225 15:40:01 10:40:01 North 153.2 1.35 34.4 12/3/2010 20 226 15:40:08 10:40:08 North 153.2 1.35 34.4 12/3/2010 20 227 15:40:14 10:40:14 North 153.0 1.35 34.4 12/3/2010 20 228 15:40:21 10:40:21 North 152.8 1.35 34.4 12/3/2010 20 229 15:40:28 10:40:28 North 152.3 1.35 34.4 12/3/2010 20 230 15:40:35 10:40:35 North 151.5 1.35 34.4 12/3/2010 20 231 15:40:42 10:40:42 North 151.4 1.35 34.4 12/3/2010 20 232 15:40:49 10:40:49 North 151.5 1.35 34.5 12/3/2010 20 233 15:40:55 10:40:55 North 151.5 1.35 34.5 12/3/2010 20 234 15:41:02 10:41:02 North 151.3 1.35 34.5 12/3/2010 20 235 15:41:09 10:41:09 North 151.3 1.35 34.5 12/3/2010 20 236 15:41:16 10:41:16 North 151.9 1.35 34.5 12/3/2010 20 237 15:41:23 10:41:23 North 152.7 1.35 34.5 12/3/2010 20 238 15:41:30 10:41:30 North 153.2 1.35 34.5 12/3/2010 20 239 15:41:36 10:41:36 North 153.3 1.35 34.5 12/3/2010 20 240 15:41:43 10:41:43 North 153.1 1.35 34.5 12/3/2010 20 241 15:41:50 10:41:50 North 152.9 1.35 34.5 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 111 of 330 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. 12/3/2010 20 242 15:41:57 10:41:57 North 152.7 1.35 34.5 12/3/2010 20 243 15:42:04 10:42:04 North 152.5 1.35 34.5 12/3/2010 20 244 15:42:11 10:42:11 North 152.2 1.35 34.5 12/3/2010 20 245 15:42:17 10:42:17 North 151.6 1.35 34.5 12/3/2010 20 246 15:42:24 10:42:24 North 151.1 1.35 34.6 12/3/2010 20 247 15:42:31 10:42:31 North 150.8 1.35 34.6 12/3/2010 20 248 15:42:38 10:42:38 North 150.8 1.35 34.6 12/3/2010 20 249 15:42:45 10:42:45 North 150.9 1.35 34.6 12/3/2010 20 250 15:42:52 10:42:52 North 150.9 1.35 34.6 12/3/2010 20 251 15:42:59 10:42:59 North 150.8 1.35 34.6 12/3/2010 20 252 15:43:06 10:43:06 North 150.7 1.35 34.6 12/3/2010 20 253 15:43:12 10:43:12 North 151.1 1.35 34.6 12/3/2010 20 254 15:43:19 10:43:19 North 151.4 1.35 34.6 12/3/2010 20 255 15:43:26 10:43:26 North 151.2 1.35 34.6 12/3/2010 20 256 15:43:33 10:43:33 North 151.5 1.35 34.6 12/3/2010 20 257 15:43:40 10:43:40 North 152.2 1.35 34.6 12/3/2010 20 258 15:43:47 10:43:47 North 152.7 1.35 34.6 12/3/2010 20 259 15:43:54 10:43:54 North 153.1 1.35 34.7 12/3/2010 20 260 15:44:00 10:44:00 North 153.4 1.35 34.7 12/3/2010 20 261 15:44:07 10:44:07 North 153.4 1.35 34.7 12/3/2010 20 262 15:44:14 10:44:14 North 153.3 1.35 34.7 12/3/2010 20 263 15:44:21 10:44:21 North 152.9 1.35 34.7 12/3/2010 20 264 15:44:27 10:44:27 North 152.8 1.35 34.7 12/3/2010 20 265 15:44:34 10:44:34 North 153.2 1.35 34.7 12/3/2010 20 266 15:44:41 10:44:41 North 153.4 1.35 34.7 12/3/2010 20 267 15:44:48 10:44:48 North 153.2 1.35 34.7 12/3/2010 20 268 15:44:55 10:44:55 North 153.1 1.35 34.7 12/3/2010 20 269 15:45:01 10:45:01 North 153.1 1.35 34.7 12/3/2010 20 270 15:45:08 10:45:08 North 153.1 1.35 34.7 12/3/2010 20 271 15:45:15 10:45:15 North 153.0 1.35 34.7 12/3/2010 20 272 15:45:22 10:45:22 North 152.3 1.35 34.8 12/3/2010 20 273 15:45:29 10:45:29 North 151.9 1.35 34.8 12/3/2010 20 274 15:45:35 10:45:35 North 151.8 1.35 34.8 12/3/2010 20 275 15:45:42 10:45:42 North 151.8 1.35 34.8 12/3/2010 20 276 15:45:49 10:45:49 North 152.1 1.35 34.8 12/3/2010 20 277 15:45:56 10:45:56 North 152.3 1.35 34.8 12/3/2010 20 278 15:46:03 10:46:03 North 152.2 1.35 34.8 12/3/2010 20 279 15:46:10 10:46:10 North 152.3 1.35 34.8 12/3/2010 20 280 15:46:16 10:46:16 North 152.2 1.35 34.8 12/3/2010 20 281 15:46:23 10:46:23 North 152.3 1.35 34.8 12/3/2010 20 282 15:46:30 10:46:30 North 152.5 1.35 34.8 12/3/2010 20 283 15:46:37 10:46:37 North 152.8 1.35 34.8 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 112 of 330 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. 12/3/2010 20 284 15:46:44 10:46:44 North 153.0 1.35 34.8 12/3/2010 20 285 15:46:51 10:46:51 North 152.9 1.35 34.9 12/3/2010 19 286 15:50:16 10:50:16 South 164.0 1.34 35.1 12/3/2010 19 287 15:50:23 10:50:23 South 164.0 1.34 35.2 12/3/2010 19 288 15:50:29 10:50:29 South 164.5 1.34 35.2 12/3/2010 19 289 15:50:35 10:50:35 South 163.9 1.34 35.2 12/3/2010 19 290 15:50:42 10:50:42 South 164.0 1.34 35.2 12/3/2010 19 291 15:50:48 10:50:48 South 163.9 1.34 35.3 12/3/2010 19 292 15:50:54 10:50:54 South 163.9 1.34 35.3 12/3/2010 19 293 15:51:01 10:51:01 South 163.9 1.34 35.3 12/3/2010 19 294 15:51:07 10:51:07 South 164.0 1.34 35.3 12/3/2010 19 295 15:51:13 10:51:13 South 164.3 1.34 35.3 12/3/2010 19 296 15:51:20 10:51:20 South 164.7 1.34 35.3 12/3/2010 19 297 15:51:26 10:51:26 South 165.0 1.34 35.3 12/3/2010 19 298 15:51:32 10:51:32 South 165.3 1.34 35.3 12/3/2010 19 299 15:51:39 10:51:39 South 165.4 1.34 35.3 12/3/2010 19 300 15:51:45 10:51:45 South 165.2 1.34 35.3 12/3/2010 19 301 15:51:51 10:51:51 South 165.3 1.34 35.4 12/3/2010 19 302 15:51:57 10:51:57 South 165.5 1.34 35.4 12/3/2010 19 303 15:52:04 10:52:04 South 165.4 1.34 35.4 12/3/2010 19 304 15:52:10 10:52:10 South 165.4 1.34 35.4 12/3/2010 19 305 15:52:16 10:52:16 South 165.1 1.34 35.4 12/3/2010 19 306 15:52:23 10:52:23 South 165.1 1.34 35.5 12/3/2010 19 307 15:52:29 10:52:29 South 164.9 1.34 35.5 12/3/2010 19 308 15:52:35 10:52:35 South 164.7 1.34 35.5 12/3/2010 19 309 15:52:42 10:52:42 South 164.8 1.34 35.5 12/3/2010 19 310 15:52:48 10:52:48 South 164.9 1.34 35.5 12/3/2010 19 311 15:52:54 10:52:54 South 164.9 1.34 35.5 12/3/2010 19 312 15:53:00 10:53:00 South 164.6 1.34 35.5 12/3/2010 19 313 15:53:07 10:53:07 South 164.4 1.34 35.5 12/3/2010 19 314 15:53:13 10:53:13 South 164.4 1.34 35.5 12/3/2010 19 315 15:53:19 10:53:19 South 164.5 1.34 35.6 12/3/2010 19 316 15:53:26 10:53:26 South 164.8 1.34 35.6 12/3/2010 19 317 15:53:32 10:53:32 South 165.3 1.34 35.6 12/3/2010 19 318 15:53:38 10:53:38 South 165.8 1.34 35.6 12/3/2010 19 319 15:53:45 10:53:45 South 166.3 1.34 35.6 12/3/2010 19 320 15:53:51 10:53:51 South 166.8 1.34 35.7 12/3/2010 19 321 15:53:57 10:53:57 South 167.1 1.42 35.7 12/3/2010 19 322 15:54:03 10:54:03 South 167.4 1.42 35.7 12/3/2010 19 323 15:54:09 10:54:09 South 167.3 1.42 35.7 12/3/2010 19 324 15:54:16 10:54:16 South 167.0 1.42 35.7 12/3/2010 19 325 15:54:22 10:54:22 South 166.9 1.42 35.7 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 113 of 330 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. 12/3/2010 19 326 15:54:28 10:54:28 South 166.9 1.42 35.7 12/3/2010 19 327 15:54:34 10:54:34 South 167.2 1.42 35.7 12/3/2010 19 328 15:54:41 10:54:41 South 167.2 1.42 35.7 12/3/2010 19 329 15:54:47 10:54:47 South 167.3 1.42 35.7 12/3/2010 19 330 15:54:53 10:54:53 South 167.5 1.42 35.8 12/3/2010 19 331 15:54:59 10:54:59 South 167.4 1.42 35.8 12/3/2010 19 332 15:55:05 10:55:05 South 167.1 1.42 35.8 12/3/2010 19 333 15:55:12 10:55:12 South 166.9 1.42 35.8 12/3/2010 19 334 15:55:18 10:55:18 South 166.7 1.42 35.9 12/3/2010 19 335 15:55:24 10:55:24 South 166.6 1.42 35.9 12/3/2010 19 336 15:55:30 10:55:30 South 166.3 1.42 35.9 12/3/2010 19 337 15:55:37 10:55:37 South 166.1 1.42 35.9 12/3/2010 19 338 15:55:43 10:55:43 South 166.2 1.42 35.9 12/3/2010 19 339 15:55:49 10:55:49 South 166.3 1.42 35.9 12/3/2010 19 340 15:55:55 10:55:55 South 166.4 1.42 35.9 12/3/2010 19 341 15:56:02 10:56:02 South 166.4 1.42 35.9 12/3/2010 19 342 15:56:08 10:56:08 South 166.5 1.42 35.9 12/3/2010 19 343 15:56:14 10:56:14 South 166.6 1.42 35.9 12/3/2010 19 344 15:56:20 10:56:20 South 166.6 1.42 36 12/3/2010 19 345 15:56:27 10:56:27 South 166.5 1.42 36 12/3/2010 19 346 15:56:33 10:56:33 South 166.4 1.42 36 12/3/2010 19 347 15:56:39 10:56:39 South 166.7 1.42 36 12/3/2010 19 348 15:56:45 10:56:45 South 167.0 1.42 36 12/3/2010 19 349 15:56:52 10:56:52 South 167.0 1.42 36.1 12/3/2010 19 350 15:56:58 10:56:58 South 166.7 1.42 36.1 12/3/2010 19 351 15:57:04 10:57:04 South 166.7 1.42 36.1 12/3/2010 19 352 15:57:10 10:57:10 South 166.9 1.42 36.1 12/3/2010 19 353 15:57:16 10:57:16 South 167.1 1.42 36.1 12/3/2010 19 354 15:57:23 10:57:23 South 167.1 1.42 36.1 12/3/2010 19 355 15:57:29 10:57:29 South 166.8 1.42 36.1 12/3/2010 19 356 15:57:35 10:57:35 South 166.7 1.42 36.1 12/3/2010 19 357 15:57:41 10:57:41 South 166.7 1.42 36.1 12/3/2010 19 358 15:57:48 10:57:48 South 166.8 1.42 36.1 12/3/2010 19 359 15:57:54 10:57:54 South 166.8 1.42 36.2 12/3/2010 19 360 15:58:00 10:58:00 South 167.0 1.42 36.2 12/3/2010 19 361 15:58:06 10:58:06 South 167.2 1.42 36.2 12/3/2010 19 362 15:58:13 10:58:13 South 167.2 1.42 36.2 12/3/2010 19 363 15:58:19 10:58:19 South 167.0 1.42 36.3 12/3/2010 19 364 15:58:25 10:58:25 South 166.8 1.42 36.3 12/3/2010 19 365 15:58:31 10:58:31 South 166.6 1.42 36.3 12/3/2010 19 366 15:58:37 10:58:37 South 166.5 1.42 36.3 12/3/2010 19 367 15:58:44 10:58:44 South 166.5 1.42 36.3 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 114 of 330 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. 12/3/2010 19 368 15:58:50 10:58:50 South 166.4 1.42 36.3 12/3/2010 19 369 15:58:56 10:58:56 South 166.4 1.42 36.3 12/3/2010 19 370 15:59:02 10:59:02 South 166.5 1.42 36.3 12/3/2010 19 371 15:59:09 10:59:09 South 166.5 1.42 36.3 12/3/2010 19 372 15:59:15 10:59:15 South 166.7 1.42 36.3 12/3/2010 19 373 15:59:21 10:59:21 South 167.0 1.42 36.4 12/3/2010 19 374 15:59:27 10:59:27 South 167.1 1.68 36.4 12/3/2010 19 375 15:59:34 10:59:34 South 166.8 1.68 36.4 12/3/2010 19 376 15:59:40 10:59:40 South 166.5 1.67 36.4 12/3/2010 19 377 15:59:46 10:59:46 South 166.5 1.67 36.4 12/3/2010 19 378 15:59:52 10:59:52 South 166.6 1.67 36.5 12/3/2010 19 379 15:59:59 10:59:59 South 166.9 1.67 36.5 12/3/2010 19 380 16:00:05 11:00:05 South 166.9 1.67 36.5 12/3/2010 19 381 16:00:11 11:00:11 South 166.9 1.67 36.5 12/3/2010 19 382 16:00:17 11:00:17 South 166.9 1.67 36.5 12/3/2010 19 383 16:00:23 11:00:23 South 166.9 1.67 36.5 12/3/2010 19 384 16:00:30 11:00:30 South 167.0 1.67 36.5 12/3/2010 19 385 16:00:36 11:00:36 South 166.9 1.67 36.5 12/3/2010 19 386 16:00:42 11:00:42 South 166.9 1.67 36.5 12/3/2010 19 387 16:00:48 11:00:48 South 167.0 1.67 36.6 12/3/2010 19 388 16:00:55 11:00:55 South 166.9 1.67 36.6 12/3/2010 19 389 16:01:01 11:01:01 South 166.8 1.67 36.6 12/3/2010 19 390 16:01:07 11:01:07 South 166.6 1.67 36.6 12/3/2010 19 391 16:01:13 11:01:13 South 166.7 1.67 36.6 12/3/2010 19 392 16:01:20 11:01:20 South 166.8 1.67 36.7 12/3/2010 19 393 16:01:26 11:01:26 South 166.9 1.67 36.7 12/3/2010 19 394 16:01:32 11:01:32 South 167.1 1.67 36.7 12/3/2010 19 395 16:01:38 11:01:38 South 167.3 1.67 36.7 12/3/2010 19 396 16:01:44 11:01:44 South 167.4 1.67 36.7 12/3/2010 19 397 16:01:51 11:01:51 South 167.3 1.67 36.7 12/3/2010 19 398 16:01:57 11:01:57 South 167.1 1.67 36.7 12/3/2010 19 399 16:02:03 11:02:03 South 167.1 1.67 36.7 12/3/2010 19 400 16:02:09 11:02:09 South 167.0 1.67 36.7 12/3/2010 19 401 16:02:16 11:02:16 South 167.0 1.67 36.7 12/3/2010 19 402 16:02:22 11:02:22 South 166.9 1.67 36.8 12/3/2010 19 403 16:02:28 11:02:28 South 166.6 1.67 36.8 12/3/2010 19 404 16:02:34 11:02:34 South 166.3 1.67 36.8 12/3/2010 19 405 16:02:41 11:02:41 South 166.2 1.67 36.8 12/3/2010 18 406 16:07:07 11:07:07 North 154.9 1.66 37.2 12/3/2010 18 407 16:07:14 11:07:14 North 154.1 1.66 37.2 12/3/2010 18 408 16:07:21 11:07:21 North 150.4 1.66 37.2 12/3/2010 18 409 16:07:28 11:07:28 North 148.7 1.65 37.2 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 115 of 330 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. 12/3/2010 18 410 16:07:35 11:07:35 North 148.8 1.65 37.2 12/3/2010 18 411 16:07:42 11:07:42 North 148.5 1.65 37.2 12/3/2010 18 412 16:07:49 11:07:49 North 149.2 1.65 37.2 12/3/2010 18 413 16:07:56 11:07:56 North 150.0 1.65 37.2 12/3/2010 18 414 16:08:02 11:08:02 North 150.6 1.65 37.2 12/3/2010 18 415 16:08:09 11:08:09 North 150.9 1.65 37.2 12/3/2010 18 416 16:08:16 11:08:16 North 150.8 1.65 37.2 12/3/2010 18 417 16:08:23 11:08:23 North 150.5 1.65 37.3 12/3/2010 18 418 16:08:30 11:08:30 North 150.5 1.65 37.3 12/3/2010 18 419 16:08:37 11:08:37 North 150.8 1.65 37.3 12/3/2010 18 420 16:08:44 11:08:44 North 151.4 1.65 37.3 12/3/2010 18 421 16:08:51 11:08:51 North 151.9 1.65 37.3 12/3/2010 18 422 16:08:58 11:08:58 North 152.0 1.65 37.3 12/3/2010 18 423 16:09:04 11:09:04 North 151.6 1.65 37.3 12/3/2010 18 424 16:09:11 11:09:11 North 151.2 1.65 37.3 12/3/2010 18 425 16:09:18 11:09:18 North 150.4 1.65 37.3 12/3/2010 18 426 16:09:25 11:09:25 North 149.4 1.65 37.3 12/3/2010 18 427 16:09:32 11:09:32 North 149.2 1.65 37.3 12/3/2010 18 428 16:09:39 11:09:39 North 149.6 1.65 37.3 12/3/2010 18 429 16:09:46 11:09:46 North 150.2 1.65 37.3 12/3/2010 18 430 16:09:53 11:09:53 North 150.6 1.65 37.3 12/3/2010 18 431 16:10:00 11:10:00 North 150.5 1.65 37.3 12/3/2010 18 432 16:10:07 11:10:07 North 149.9 1.65 37.3 12/3/2010 18 433 16:10:14 11:10:14 North 149.1 1.64 37.3 12/3/2010 18 434 16:10:21 11:10:21 North 148.6 1.64 37.3 12/3/2010 18 435 16:10:28 11:10:28 North 148.4 1.64 37.3 12/3/2010 18 436 16:10:35 11:10:35 North 148.7 1.64 37.3 12/3/2010 18 437 16:10:42 11:10:42 North 149.2 1.64 37.3 12/3/2010 18 438 16:10:49 11:10:49 North 149.9 1.64 37.4 12/3/2010 18 439 16:10:55 11:10:55 North 150.3 1.64 37.4 12/3/2010 18 440 16:11:02 11:11:02 North 150.4 1.64 37.4 12/3/2010 18 441 16:11:09 11:11:09 North 150.1 1.64 37.4 12/3/2010 18 442 16:11:16 11:11:16 North 149.6 1.64 37.4 12/3/2010 18 443 16:11:23 11:11:23 North 149.1 1.64 37.4 12/3/2010 18 444 16:11:30 11:11:30 North 148.6 1.64 37.4 12/3/2010 18 445 16:11:37 11:11:37 North 148.3 1.64 37.4 12/3/2010 18 446 16:11:44 11:11:44 North 148.6 1.64 37.4 12/3/2010 18 447 16:11:51 11:11:51 North 149.6 1.64 37.4 12/3/2010 18 448 16:11:58 11:11:58 North 150.7 1.64 37.4 12/3/2010 18 449 16:12:05 11:12:05 North 151.5 1.64 37.4 12/3/2010 18 450 16:12:12 11:12:12 North 151.8 1.64 37.4 12/3/2010 18 451 16:12:19 11:12:19 North 151.5 1.64 37.4 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 116 of 330 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. 12/3/2010 18 452 16:12:26 11:12:26 North 150.7 1.64 37.4 12/3/2010 18 453 16:12:32 11:12:32 North 149.7 1.64 37.4 12/3/2010 18 454 16:12:39 11:12:39 North 148.5 1.64 37.4 12/3/2010 18 455 16:12:46 11:12:46 North 148.4 1.63 37.4 12/3/2010 18 456 16:12:53 11:12:53 North 148.9 1.63 37.4 12/3/2010 18 457 16:13:00 11:13:00 North 149.5 1.63 37.4 12/3/2010 18 458 16:13:07 11:13:07 North 150.1 1.63 37.4 12/3/2010 18 459 16:13:14 11:13:14 North 150.4 1.63 37.4 12/3/2010 18 460 16:13:21 11:13:21 North 150.2 1.63 37.5 12/3/2010 18 461 16:13:28 11:13:28 North 149.9 1.63 37.5 12/3/2010 18 462 16:13:35 11:13:35 North 149.5 1.63 37.5 12/3/2010 18 463 16:13:42 11:13:42 North 149.1 1.63 37.5 12/3/2010 18 464 16:13:49 11:13:49 North 149.2 1.63 37.5 12/3/2010 18 465 16:13:56 11:13:56 North 149.7 1.63 37.5 12/3/2010 18 466 16:14:03 11:14:03 North 150.6 1.63 37.5 12/3/2010 18 467 16:14:10 11:14:10 North 151.6 1.63 37.5 12/3/2010 18 468 16:14:17 11:14:17 North 152.2 1.63 37.5 12/3/2010 18 469 16:14:23 11:14:23 North 152.3 1.63 37.5 12/3/2010 18 470 16:14:30 11:14:30 North 151.8 1.63 37.5 12/3/2010 18 471 16:14:37 11:14:37 North 151.1 1.63 37.5 12/3/2010 18 472 16:14:44 11:14:44 North 150.3 1.63 37.5 12/3/2010 18 473 16:14:51 11:14:51 North 149.3 1.63 37.5 12/3/2010 18 474 16:14:58 11:14:58 North 148.7 1.63 37.5 12/3/2010 18 475 16:15:05 11:15:05 North 148.7 1.62 37.5 12/3/2010 18 476 16:15:12 11:15:12 North 149.4 1.62 37.5 12/3/2010 18 477 16:15:19 11:15:19 North 150.6 1.62 37.5 12/3/2010 18 478 16:15:26 11:15:26 North 151.5 1.62 37.5 12/3/2010 18 479 16:15:33 11:15:33 North 151.8 1.93 37.5 12/3/2010 18 480 16:15:39 11:15:39 North 151.7 1.93 37.5 12/3/2010 18 481 16:15:46 11:15:46 North 151.2 1.93 37.5 12/3/2010 18 482 16:15:53 11:15:53 North 150.8 1.93 37.5 12/3/2010 18 483 16:16:00 11:16:00 North 150.4 1.93 37.5 12/3/2010 18 484 16:16:07 11:16:07 North 150.5 1.93 37.5 12/3/2010 18 485 16:16:14 11:16:14 North 150.7 1.93 37.5 12/3/2010 18 486 16:16:21 11:16:21 North 151.0 1.93 37.6 12/3/2010 18 487 16:16:28 11:16:28 North 151.3 1.93 37.6 12/3/2010 18 488 16:16:35 11:16:35 North 151.6 1.93 37.6 12/3/2010 18 489 16:16:41 11:16:41 North 151.7 1.93 37.6 12/3/2010 18 490 16:16:48 11:16:48 North 151.4 1.93 37.6 12/3/2010 18 491 16:16:55 11:16:55 North 151.0 1.93 37.6 12/3/2010 18 492 16:17:02 11:17:02 North 150.4 1.93 37.6 12/3/2010 18 493 16:17:09 11:17:09 North 150.3 1.94 37.6 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 117 of 330 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. 12/3/2010 18 494 16:17:16 11:17:16 North 150.9 1.94 37.6 12/3/2010 18 495 16:17:23 11:17:23 North 151.7 1.94 37.6 12/3/2010 18 496 16:17:30 11:17:30 North 152.2 1.94 37.6 12/3/2010 18 497 16:17:36 11:17:36 North 152.2 1.94 37.6 12/3/2010 18 498 16:17:43 11:17:43 North 152.5 1.94 37.6 12/3/2010 18 499 16:17:50 11:17:50 North 152.3 1.94 37.6 12/3/2010 18 500 16:17:57 11:17:57 North 152.1 1.94 37.6 12/3/2010 18 501 16:18:04 11:18:04 North 151.6 1.94 37.6 12/3/2010 18 502 16:18:11 11:18:11 North 151.0 1.94 37.6 12/3/2010 18 503 16:18:18 11:18:18 North 151.6 1.94 37.6 12/3/2010 18 504 16:18:24 11:18:24 North 151.6 1.94 37.6 12/3/2010 18 505 16:18:31 11:18:31 North 151.6 1.94 37.6 12/3/2010 18 506 16:18:38 11:18:38 North 151.8 1.94 37.6 12/3/2010 18 507 16:18:45 11:18:45 North 152.0 1.94 37.6 12/3/2010 18 508 16:18:52 11:18:52 North 152.2 1.94 37.6 12/3/2010 18 509 16:18:59 11:18:59 North 152.1 1.94 37.6 12/3/2010 18 510 16:19:05 11:19:05 North 152.2 1.94 37.6 12/3/2010 18 511 16:19:12 11:19:12 North 152.1 1.94 37.6 12/3/2010 18 512 16:19:19 11:19:19 North 151.6 1.95 37.7 12/3/2010 18 513 16:19:26 11:19:26 North 151.2 1.95 37.7 12/3/2010 18 514 16:19:33 11:19:33 North 151.4 1.95 37.7 12/3/2010 18 515 16:19:40 11:19:40 North 151.6 1.95 37.7 12/3/2010 18 516 16:19:47 11:19:47 North 151.4 1.95 37.7 12/3/2010 18 517 16:19:53 11:19:53 North 151.2 1.95 37.7 12/3/2010 18 518 16:20:00 11:20:00 North 151.3 1.95 37.7 12/3/2010 18 519 16:20:07 11:20:07 North 151.8 1.95 37.7 12/3/2010 18 520 16:20:14 11:20:14 North 151.9 1.95 37.7 12/3/2010 18 521 16:20:21 11:20:21 North 151.7 1.95 37.7 12/3/2010 18 522 16:20:28 11:20:28 North 151.4 1.95 37.7 12/3/2010 18 523 16:20:35 11:20:35 North 151.1 1.95 37.7 12/3/2010 18 524 16:20:41 11:20:41 North 151.3 1.95 37.7 12/3/2010 18 525 16:20:48 11:20:48 North 151.4 1.95 37.7 12/3/2010 17 526 16:24:17 11:24:17 South 165.7 1.96 37.9 12/3/2010 17 527 16:24:24 11:24:24 South 165.1 1.96 37.9 12/3/2010 17 528 16:24:30 11:24:30 South 164.5 1.96 37.9 12/3/2010 17 529 16:24:36 11:24:36 South 164.2 1.96 37.9 12/3/2010 17 530 16:24:43 11:24:43 South 164.4 1.96 37.9 12/3/2010 17 531 16:24:49 11:24:49 South 164.9 1.96 38 12/3/2010 17 532 16:24:55 11:24:55 South 165.4 1.96 38 12/3/2010 17 533 16:25:02 11:25:02 South 165.6 1.96 38 12/3/2010 17 534 16:25:08 11:25:08 South 165.8 1.96 38 12/3/2010 17 535 16:25:14 11:25:14 South 166.0 1.96 38 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 118 of 330 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. 12/3/2010 17 536 16:25:20 11:25:20 South 166.4 1.96 38 12/3/2010 17 537 16:25:27 11:25:27 South 166.9 1.96 38 12/3/2010 17 538 16:25:33 11:25:33 South 167.4 1.96 38 12/3/2010 17 539 16:25:39 11:25:39 South 167.6 1.96 38 12/3/2010 17 540 16:25:45 11:25:45 South 167.5 1.96 38 12/3/2010 17 541 16:25:51 11:25:51 South 167.5 1.97 38.1 12/3/2010 17 542 16:25:58 11:25:58 South 167.5 1.97 38.1 12/3/2010 17 543 16:26:04 11:26:04 South 167.3 1.97 38.1 12/3/2010 17 544 16:26:10 11:26:10 South 167.0 1.97 38.1 12/3/2010 17 545 16:26:16 11:26:16 South 166.7 1.97 38.1 12/3/2010 17 546 16:26:23 11:26:23 South 166.6 1.97 38.1 12/3/2010 17 547 16:26:29 11:26:29 South 166.6 1.97 38.1 12/3/2010 17 548 16:26:35 11:26:35 South 166.4 1.97 38.1 12/3/2010 17 549 16:26:41 11:26:41 South 166.0 1.76 38.1 12/3/2010 17 550 16:26:48 11:26:48 South 165.9 1.76 38.1 12/3/2010 17 551 16:26:54 11:26:54 South 166.1 1.76 38.2 12/3/2010 17 552 16:27:00 11:27:00 South 166.6 1.77 38.2 12/3/2010 17 553 16:27:06 11:27:06 South 167.2 1.77 38.2 12/3/2010 17 554 16:27:13 11:27:13 South 167.6 1.77 38.2 12/3/2010 17 555 16:27:19 11:27:19 South 167.7 1.77 38.2 12/3/2010 17 556 16:27:25 11:27:25 South 167.6 1.77 38.2 12/3/2010 17 557 16:27:31 11:27:31 South 167.3 1.77 38.2 12/3/2010 17 558 16:27:37 11:27:37 South 167.2 1.77 38.2 12/3/2010 17 559 16:27:44 11:27:44 South 167.3 1.77 38.2 12/3/2010 17 560 16:27:50 11:27:50 South 167.5 1.77 38.3 12/3/2010 17 561 16:27:56 11:27:56 South 167.7 1.77 38.3 12/3/2010 17 562 16:28:02 11:28:02 South 168.0 1.77 38.3 12/3/2010 17 563 16:28:08 11:28:08 South 168.4 1.77 38.3 12/3/2010 17 564 16:28:15 11:28:15 South 168.6 1.77 38.3 12/3/2010 17 565 16:28:21 11:28:21 South 168.6 1.77 38.3 12/3/2010 17 566 16:28:27 11:28:27 South 168.2 1.77 38.3 12/3/2010 17 567 16:28:33 11:28:33 South 167.7 1.78 38.3 12/3/2010 17 568 16:28:39 11:28:39 South 167.3 1.78 38.3 12/3/2010 17 569 16:28:45 11:28:45 South 167.1 1.78 38.3 12/3/2010 17 570 16:28:52 11:28:52 South 167.0 1.78 38.4 12/3/2010 17 571 16:28:58 11:28:58 South 167.1 1.78 38.4 12/3/2010 17 572 16:29:04 11:29:04 South 167.4 1.78 38.4 12/3/2010 17 573 16:29:10 11:29:10 South 168.2 1.78 38.4 12/3/2010 17 574 16:29:17 11:29:17 South 168.6 1.78 38.4 12/3/2010 17 575 16:29:23 11:29:23 South 168.8 1.78 38.5 12/3/2010 17 576 16:29:29 11:29:29 South 168.9 1.78 38.5 12/3/2010 17 577 16:29:35 11:29:35 South 168.9 1.78 38.5 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 119 of 330 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. 12/3/2010 17 578 16:29:41 11:29:41 South 168.8 1.78 38.5 12/3/2010 17 579 16:29:47 11:29:47 South 168.7 1.78 38.5 12/3/2010 17 580 16:29:53 11:29:53 South 168.8 1.78 38.5 12/3/2010 17 581 16:30:00 11:30:00 South 168.9 1.78 38.5 12/3/2010 17 582 16:30:06 11:30:06 South 169.0 1.79 38.5 12/3/2010 17 583 16:30:12 11:30:12 South 169.1 1.79 38.5 12/3/2010 17 584 16:30:18 11:30:18 South 169.1 1.79 38.6 12/3/2010 17 585 16:30:24 11:30:24 South 168.8 1.79 38.6 12/3/2010 17 586 16:30:30 11:30:30 South 168.5 1.79 38.6 12/3/2010 17 587 16:30:37 11:30:37 South 168.2 1.79 38.6 12/3/2010 17 588 16:30:43 11:30:43 South 167.8 1.79 38.6 12/3/2010 17 589 16:30:49 11:30:49 South 167.5 1.79 38.6 12/3/2010 17 590 16:30:55 11:30:55 South 167.6 1.79 38.6 12/3/2010 17 591 16:31:01 11:31:01 South 168.0 1.79 38.6 12/3/2010 17 592 16:31:08 11:31:08 South 168.4 1.79 38.6 12/3/2010 17 593 16:31:14 11:31:14 South 168.8 1.79 38.6 12/3/2010 17 594 16:31:20 11:31:20 South 169.0 1.79 38.7 12/3/2010 17 595 16:31:26 11:31:26 South 169.1 1.79 38.7 12/3/2010 17 596 16:31:32 11:31:32 South 168.8 1.79 38.7 12/3/2010 17 597 16:31:38 11:31:38 South 168.4 1.79 38.7 12/3/2010 17 598 16:31:45 11:31:45 South 168.1 1.79 38.7 12/3/2010 17 599 16:31:51 11:31:51 South 168.0 1.8 38.7 12/3/2010 17 600 16:31:57 11:31:57 South 168.1 1.8 38.7 12/3/2010 17 601 16:32:03 11:32:03 South 168.4 1.8 38.7 12/3/2010 17 602 16:32:09 11:32:09 South 169.2 1.8 38.7 12/3/2010 17 603 16:32:15 11:32:15 South 169.9 1.8 38.7 12/3/2010 17 604 16:32:21 11:32:21 South 170.4 1.8 38.8 12/3/2010 17 605 16:32:28 11:32:28 South 170.8 1.8 38.8 12/3/2010 17 606 16:32:34 11:32:34 South 170.8 1.8 38.8 12/3/2010 17 607 16:32:40 11:32:40 South 170.6 1.8 38.8 12/3/2010 17 608 16:32:46 11:32:46 South 170.0 1.8 38.8 12/3/2010 17 609 16:32:52 11:32:52 South 169.3 1.8 38.8 12/3/2010 17 610 16:32:58 11:32:58 South 168.5 1.8 38.8 12/3/2010 17 611 16:33:04 11:33:04 South 167.8 1.8 38.8 12/3/2010 17 612 16:33:11 11:33:11 South 167.7 1.8 38.8 12/3/2010 17 613 16:33:17 11:33:17 South 167.8 1.8 38.8 12/3/2010 17 614 16:33:23 11:33:23 South 168.1 1.8 38.9 12/3/2010 17 615 16:33:29 11:33:29 South 168.4 1.8 38.9 12/3/2010 17 616 16:33:35 11:33:35 South 168.7 1.8 38.9 12/3/2010 17 617 16:33:41 11:33:41 South 169.2 1.8 38.9 12/3/2010 17 618 16:33:48 11:33:48 South 169.5 1.8 38.9 12/3/2010 17 619 16:33:54 11:33:54 South 169.6 1.8 38.9 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 120 of 330 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. 12/3/2010 17 620 16:34:00 11:34:00 South 169.4 1.8 38.9 12/3/2010 17 621 16:34:06 11:34:06 South 169.1 1.81 38.9 12/3/2010 17 622 16:34:12 11:34:12 South 168.9 1.81 38.9 12/3/2010 17 623 16:34:18 11:34:18 South 168.7 1.81 39 12/3/2010 17 624 16:34:24 11:34:24 South 168.8 1.81 39 12/3/2010 17 625 16:34:31 11:34:31 South 169.3 1.81 39 12/3/2010 17 626 16:34:37 11:34:37 South 169.9 1.81 39 12/3/2010 17 627 16:34:43 11:34:43 South 170.6 1.81 39 12/3/2010 17 628 16:34:49 11:34:49 South 170.9 1.81 39 12/3/2010 17 629 16:34:55 11:34:55 South 170.9 1.81 39 12/3/2010 17 630 16:35:01 11:35:01 South 170.5 1.81 39 12/3/2010 17 631 16:35:07 11:35:07 South 169.9 1.81 39 12/3/2010 17 632 16:35:13 11:35:13 South 169.5 1.81 39 12/3/2010 17 633 16:35:19 11:35:19 South 169.7 1.81 39.1 12/3/2010 17 634 16:35:26 11:35:26 South 170.1 1.81 39.1 12/3/2010 17 635 16:35:32 11:35:32 South 170.5 1.81 39.1 12/3/2010 17 636 16:35:38 11:35:38 South 170.8 1.81 39.1 12/3/2010 17 637 16:35:44 11:35:44 South 170.8 1.81 39.1 12/3/2010 17 638 16:35:50 11:35:50 South 170.5 1.81 39.1 12/3/2010 17 639 16:35:56 11:35:56 South 170.2 1.81 39.1 12/3/2010 17 640 16:36:02 11:36:02 South 170.0 1.81 39.1 12/3/2010 17 641 16:36:08 11:36:08 South 169.8 1.81 39.1 12/3/2010 17 642 16:36:14 11:36:14 South 170.0 1.81 39.1 12/3/2010 17 643 16:36:21 11:36:21 South 170.3 1.81 39.2 12/3/2010 17 644 16:36:27 11:36:27 South 170.5 1.81 39.2 12/3/2010 17 645 16:36:33 11:36:33 South 170.5 1.81 39.2 12/3/2010 16 646 16:40:28 11:40:28 North 147.2 1.82 39.4 12/3/2010 16 647 16:40:35 11:40:35 North 147.1 1.82 39.4 12/3/2010 16 648 16:40:42 11:40:42 North 147.2 1.82 39.4 12/3/2010 16 649 16:40:49 11:40:49 North 147.5 1.82 39.4 12/3/2010 16 650 16:40:56 11:40:56 North 147.7 1.82 39.4 12/3/2010 16 651 16:41:03 11:41:03 North 148.0 1.82 39.4 12/3/2010 16 652 16:41:10 11:41:10 North 148.0 1.82 39.4 12/3/2010 16 653 16:41:17 11:41:17 North 147.8 1.82 39.4 12/3/2010 16 654 16:41:24 11:41:24 North 147.5 1.82 39.4 12/3/2010 16 655 16:41:32 11:41:32 North 147.3 1.82 39.4 12/3/2010 16 656 16:41:39 11:41:39 North 147.3 1.82 39.4 12/3/2010 16 657 16:41:46 11:41:46 North 147.5 1.82 39.4 12/3/2010 16 658 16:41:53 11:41:53 North 147.6 1.82 39.4 12/3/2010 16 659 16:42:00 11:42:00 North 147.7 1.82 39.4 12/3/2010 16 660 16:42:07 11:42:07 North 147.6 1.82 39.4 12/3/2010 16 661 16:42:14 11:42:14 North 147.4 1.82 39.4 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 121 of 330 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. 12/3/2010 16 662 16:42:21 11:42:21 North 147.2 1.82 39.4 12/3/2010 16 663 16:42:28 11:42:28 North 147.3 1.82 39.4 12/3/2010 16 664 16:42:35 11:42:35 North 147.3 1.82 39.4 12/3/2010 16 665 16:42:42 11:42:42 North 147.3 1.82 39.4 12/3/2010 16 666 16:42:49 11:42:49 North 147.3 1.81 39.4 12/3/2010 16 667 16:42:56 11:42:56 North 146.7 1.81 39.4 12/3/2010 16 668 16:43:03 11:43:03 North 146.6 1.81 39.4 12/3/2010 16 669 16:43:10 11:43:10 North 146.8 1.81 39.4 12/3/2010 16 670 16:43:17 11:43:17 North 147.2 1.81 39.4 12/3/2010 16 671 16:43:24 11:43:24 North 147.7 1.81 39.4 12/3/2010 16 672 16:43:32 11:43:32 North 147.6 1.81 39.4 12/3/2010 16 673 16:43:39 11:43:39 North 146.9 1.81 39.4 12/3/2010 16 674 16:43:46 11:43:46 North 146.3 1.81 39.4 12/3/2010 16 675 16:43:53 11:43:53 North 145.7 1.81 39.4 12/3/2010 16 676 16:44:00 11:44:00 North 147.1 1.81 39.4 12/3/2010 16 677 16:44:07 11:44:07 North 148.1 1.81 39.4 12/3/2010 16 678 16:44:14 11:44:14 North 148.3 1.81 39.4 12/3/2010 16 679 16:44:21 11:44:21 North 148.1 1.81 39.4 12/3/2010 16 680 16:44:28 11:44:28 North 148.0 1.81 39.4 12/3/2010 16 681 16:44:35 11:44:35 North 147.7 1.81 39.4 12/3/2010 16 682 16:44:42 11:44:42 North 147.8 1.81 39.4 12/3/2010 16 683 16:44:49 11:44:49 North 148.4 1.81 39.4 12/3/2010 16 684 16:44:56 11:44:56 North 149.3 1.81 39.4 12/3/2010 16 685 16:45:03 11:45:03 North 149.8 1.81 39.4 12/3/2010 16 686 16:45:10 11:45:10 North 149.6 1.81 39.4 12/3/2010 16 687 16:45:17 11:45:17 North 148.8 1.81 39.4 12/3/2010 16 688 16:45:24 11:45:24 North 147.6 1.81 39.4 12/3/2010 16 689 16:45:31 11:45:31 North 146.7 1.81 39.4 12/3/2010 16 690 16:45:38 11:45:38 North 146.6 1.81 39.4 12/3/2010 16 691 16:45:45 11:45:45 North 147.1 1.81 39.4 12/3/2010 16 692 16:45:52 11:45:52 North 148.2 1.81 39.4 12/3/2010 16 693 16:45:59 11:45:59 North 149.1 1.81 39.4 12/3/2010 16 694 16:46:06 11:46:06 North 149.3 1.81 39.4 12/3/2010 16 695 16:46:13 11:46:13 North 149.0 1.8 39.4 12/3/2010 16 696 16:46:20 11:46:20 North 148.1 1.8 39.4 12/3/2010 16 697 16:46:27 11:46:27 North 147.0 1.8 39.4 12/3/2010 16 698 16:46:34 11:46:34 North 145.9 1.8 39.4 12/3/2010 16 699 16:46:41 11:46:41 North 145.7 1.8 39.4 12/3/2010 16 700 16:46:49 11:46:49 North 146.5 1.8 39.4 12/3/2010 16 701 16:46:56 11:46:56 North 147.7 1.8 39.4 12/3/2010 16 702 16:47:03 11:47:03 North 148.6 1.8 39.4 12/3/2010 16 703 16:47:10 11:47:10 North 149.0 1.8 39.4 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 122 of 330 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. 12/3/2010 16 704 16:47:17 11:47:17 North 149.0 1.8 39.4 12/3/2010 16 705 16:47:24 11:47:24 North 149.3 1.8 39.4 12/3/2010 16 706 16:47:31 11:47:31 North 149.1 1.8 39.4 12/3/2010 16 707 16:47:38 11:47:38 North 148.3 1.8 39.4 12/3/2010 16 708 16:47:45 11:47:45 North 147.7 1.8 39.4 12/3/2010 16 709 16:47:52 11:47:52 North 147.5 1.8 39.4 12/3/2010 16 710 16:47:59 11:47:59 North 147.6 1.8 39.4 12/3/2010 16 711 16:48:06 11:48:06 North 147.8 1.8 39.4 12/3/2010 16 712 16:48:13 11:48:13 North 148.6 1.79 39.4 12/3/2010 16 713 16:48:20 11:48:20 North 150.0 1.79 39.4 12/3/2010 16 714 16:48:27 11:48:27 North 151.2 1.79 39.4 12/3/2010 16 715 16:48:33 11:48:33 North 151.5 1.79 39.4 12/3/2010 16 716 16:48:40 11:48:40 North 149.5 1.79 39.4 12/3/2010 16 717 16:48:47 11:48:47 North 148.5 1.79 39.4 12/3/2010 16 718 16:48:54 11:48:54 North 148.4 1.79 39.4 12/3/2010 16 719 16:49:01 11:49:01 North 148.3 1.79 39.4 12/3/2010 16 720 16:49:08 11:49:08 North 148.1 1.79 39.4 12/3/2010 16 721 16:49:15 11:49:15 North 147.8 1.79 39.4 12/3/2010 16 722 16:49:22 11:49:22 North 148.3 1.79 39.4 12/3/2010 16 723 16:49:29 11:49:29 North 149.0 1.79 39.4 12/3/2010 16 724 16:49:36 11:49:36 North 149.8 1.79 39.4 12/3/2010 16 725 16:49:43 11:49:43 North 150.0 1.79 39.4 12/3/2010 16 726 16:49:50 11:49:50 North 149.6 1.79 39.4 12/3/2010 16 727 16:49:57 11:49:57 North 149.2 1.78 39.4 12/3/2010 16 728 16:50:04 11:50:04 North 148.9 1.78 39.4 12/3/2010 16 729 16:50:11 11:50:11 North 148.8 1.78 39.4 12/3/2010 16 730 16:50:18 11:50:18 North 148.9 1.78 39.4 12/3/2010 16 731 16:50:25 11:50:25 North 149.3 1.78 39.4 12/3/2010 16 732 16:50:32 11:50:32 North 149.6 1.78 39.4 12/3/2010 16 733 16:50:39 11:50:39 North 150.0 1.78 39.4 12/3/2010 16 734 16:50:46 11:50:46 North 150.2 1.78 39.4 12/3/2010 16 735 16:50:53 11:50:53 North 150.3 1.78 39.4 12/3/2010 16 736 16:51:00 11:51:00 North 150.2 1.78 39.4 12/3/2010 16 737 16:51:07 11:51:07 North 150.1 1.78 39.4 12/3/2010 16 738 16:51:14 11:51:14 North 150.0 1.78 39.4 12/3/2010 16 739 16:51:21 11:51:21 North 150.0 1.77 39.4 12/3/2010 16 740 16:51:28 11:51:28 North 149.8 1.77 39.4 12/3/2010 16 741 16:51:34 11:51:34 North 149.9 1.77 39.4 12/3/2010 16 742 16:51:41 11:51:41 North 150.4 1.77 39.4 12/3/2010 16 743 16:51:48 11:51:48 North 150.9 1.77 39.4 12/3/2010 16 744 16:51:55 11:51:55 North 151.2 1.77 39.4 12/3/2010 16 745 16:52:02 11:52:02 North 151.3 1.77 39.4 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 123 of 330 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. 12/3/2010 16 746 16:52:09 11:52:09 North 151.1 1.77 39.4 12/3/2010 16 747 16:52:16 11:52:16 North 150.8 1.77 39.4 12/3/2010 16 748 16:52:23 11:52:23 North 150.8 1.77 39.4 12/3/2010 16 749 16:52:30 11:52:30 North 151.1 1.77 39.4 12/3/2010 16 750 16:52:36 11:52:36 North 151.6 1.77 39.4 12/3/2010 16 751 16:52:43 11:52:43 North 151.8 1.76 39.4 12/3/2010 16 752 16:52:50 11:52:50 North 151.8 1.76 39.4 12/3/2010 16 753 16:52:57 11:52:57 North 151.7 1.76 39.4 12/3/2010 16 754 16:53:04 11:53:04 North 151.8 1.76 39.4 12/3/2010 16 755 16:53:11 11:53:11 North 151.9 1.76 39.4 12/3/2010 16 756 16:53:18 11:53:18 North 152.1 1.76 39.4 12/3/2010 16 757 16:53:24 11:53:24 North 152.3 1.76 39.4 12/3/2010 16 758 16:53:31 11:53:31 North 152.3 1.76 39.4 12/3/2010 16 759 16:53:38 11:53:38 North 152.1 1.45 39.4 12/3/2010 16 760 16:53:45 11:53:45 North 151.8 1.45 39.4 12/3/2010 16 761 16:53:52 11:53:52 North 151.7 1.45 39.4 12/3/2010 16 762 16:53:59 11:53:59 North 151.8 1.45 39.4 12/3/2010 16 763 16:54:05 11:54:05 North 152.2 1.45 39.4 12/3/2010 16 764 16:54:12 11:54:12 North 152.3 1.45 39.4 12/3/2010 16 765 16:54:19 11:54:19 North 152.3 1.45 39.4 12/3/2010 16 766 16:54:26 11:54:26 North 152.4 1.45 39.4 12/3/2010 16 767 16:54:33 11:54:33 North 152.4 1.45 39.4 12/3/2010 16 768 16:54:40 11:54:40 North 152.2 1.45 39.4 12/3/2010 15 769 16:57:49 11:57:49 South 165.8 1.45 39.4 12/3/2010 15 770 16:57:56 11:57:56 South 165.2 1.45 39.4 12/3/2010 15 771 16:58:02 11:58:02 South 164.9 1.45 39.4 12/3/2010 15 772 16:58:08 11:58:08 South 164.9 1.45 39.4 12/3/2010 15 773 16:58:15 11:58:15 South 165.2 1.45 39.4 12/3/2010 15 774 16:58:21 11:58:21 South 165.7 1.45 39.5 12/3/2010 15 775 16:58:27 11:58:27 South 166.1 1.45 39.5 12/3/2010 15 776 16:58:33 11:58:33 South 166.4 1.45 39.5 12/3/2010 15 777 16:58:40 11:58:40 South 166.7 1.45 39.5 12/3/2010 15 778 16:58:46 11:58:46 South 167.0 1.45 39.5 12/3/2010 15 779 16:58:52 11:58:52 South 167.3 1.45 39.5 12/3/2010 15 780 16:58:58 11:58:58 South 167.4 1.45 39.5 12/3/2010 15 781 16:59:04 11:59:04 South 167.4 1.45 39.5 12/3/2010 15 782 16:59:11 11:59:11 South 167.2 1.45 39.5 12/3/2010 15 783 16:59:17 11:59:17 South 166.8 1.45 39.5 12/3/2010 15 784 16:59:23 11:59:23 South 166.5 1.45 39.6 12/3/2010 15 785 16:59:29 11:59:29 South 166.4 1.45 39.6 12/3/2010 15 786 16:59:36 11:59:36 South 166.4 1.45 39.6 12/3/2010 15 787 16:59:42 11:59:42 South 166.4 1.45 39.6 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 124 of 330 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. 12/3/2010 15 788 16:59:48 11:59:48 South 166.7 1.45 39.6 12/3/2010 15 789 16:59:54 11:59:54 South 166.9 1.45 39.6 12/3/2010 15 790 17:00:01 12:00:01 South 167.1 1.45 39.6 12/3/2010 15 791 17:00:07 12:00:07 South 167.1 1.45 39.6 12/3/2010 15 792 17:00:13 12:00:13 South 167.0 1.45 39.6 12/3/2010 15 793 17:00:19 12:00:19 South 166.7 1.45 39.6 12/3/2010 15 794 17:00:26 12:00:26 South 166.3 1.45 39.6 12/3/2010 15 795 17:00:32 12:00:32 South 166.2 1.45 39.6 12/3/2010 15 796 17:00:38 12:00:38 South 166.4 1.45 39.6 12/3/2010 15 797 17:00:44 12:00:44 South 167.0 1.45 39.6 12/3/2010 15 798 17:00:50 12:00:50 South 167.5 1.45 39.7 12/3/2010 15 799 17:00:57 12:00:57 South 167.8 1.45 39.7 12/3/2010 15 800 17:01:03 12:01:03 South 167.9 1.45 39.7 12/3/2010 15 801 17:01:09 12:01:09 South 168.0 1.45 39.7 12/3/2010 15 802 17:01:15 12:01:15 South 167.9 1.45 39.7 12/3/2010 15 803 17:01:21 12:01:21 South 167.8 1.45 39.7 12/3/2010 15 804 17:01:28 12:01:28 South 167.6 1.45 39.7 12/3/2010 15 805 17:01:34 12:01:34 South 167.3 1.45 39.7 12/3/2010 15 806 17:01:40 12:01:40 South 167.2 1.45 39.7 12/3/2010 15 807 17:01:46 12:01:46 South 167.4 1.45 39.7 12/3/2010 15 808 17:01:52 12:01:52 South 167.9 1.45 39.7 12/3/2010 15 809 17:01:59 12:01:59 South 168.4 1.45 39.7 12/3/2010 15 810 17:02:05 12:02:05 South 168.8 1.45 39.7 12/3/2010 15 811 17:02:11 12:02:11 South 169.1 1.45 39.7 12/3/2010 15 812 17:02:17 12:02:17 South 169.0 1.45 39.7 12/3/2010 15 813 17:02:23 12:02:23 South 168.6 1.45 39.8 12/3/2010 15 814 17:02:29 12:02:29 South 167.9 1.45 39.8 12/3/2010 15 815 17:02:36 12:02:36 South 167.8 1.45 39.8 12/3/2010 15 816 17:02:42 12:02:42 South 168.2 1.45 39.8 12/3/2010 15 817 17:02:48 12:02:48 South 168.6 1.45 39.8 12/3/2010 15 818 17:02:54 12:02:54 South 169.2 1.45 39.8 12/3/2010 15 819 17:03:00 12:03:00 South 169.8 1.45 39.8 12/3/2010 15 820 17:03:06 12:03:06 South 170.0 1.45 39.8 12/3/2010 15 821 17:03:13 12:03:13 South 169.6 1.45 39.8 12/3/2010 15 822 17:03:19 12:03:19 South 168.9 1.45 39.8 12/3/2010 15 823 17:03:25 12:03:25 South 168.3 1.45 39.8 12/3/2010 15 824 17:03:31 12:03:31 South 168.4 1.45 39.8 12/3/2010 15 825 17:03:37 12:03:37 South 168.9 1.45 39.8 12/3/2010 15 826 17:03:43 12:03:43 South 169.3 1.45 39.8 12/3/2010 15 827 17:03:49 12:03:49 South 169.6 1.45 39.9 12/3/2010 15 828 17:03:56 12:03:56 South 169.9 1.45 39.9 12/3/2010 15 829 17:04:02 12:04:02 South 169.9 1.45 39.9 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 125 of 330 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. 12/3/2010 15 830 17:04:08 12:04:08 South 169.5 1.45 39.9 12/3/2010 15 831 17:04:14 12:04:14 South 169.1 1.45 39.9 12/3/2010 15 832 17:04:20 12:04:20 South 168.8 1.45 39.9 12/3/2010 15 833 17:04:26 12:04:26 South 168.9 1.45 39.9 12/3/2010 15 834 17:04:32 12:04:32 South 169.3 1.45 39.9 12/3/2010 15 835 17:04:39 12:04:39 South 169.8 1.45 39.9 12/3/2010 15 836 17:04:45 12:04:45 South 170.4 1.45 39.9 12/3/2010 15 837 17:04:51 12:04:51 South 170.7 1.45 39.9 12/3/2010 15 838 17:04:57 12:04:57 South 170.6 1.45 39.9 12/3/2010 15 839 17:05:03 12:05:03 South 170.3 1.44 39.9 12/3/2010 15 840 17:05:09 12:05:09 South 169.5 1.44 39.9 12/3/2010 15 841 17:05:15 12:05:15 South 168.8 1.44 39.9 12/3/2010 15 842 17:05:21 12:05:21 South 168.4 1.44 40 12/3/2010 15 843 17:05:28 12:05:28 South 168.2 1.44 40 12/3/2010 15 844 17:05:34 12:05:34 South 168.5 1.44 40 12/3/2010 15 845 17:05:40 12:05:40 South 169.0 1.44 40 12/3/2010 15 846 17:05:46 12:05:46 South 169.8 1.44 40 12/3/2010 15 847 17:05:52 12:05:52 South 170.6 1.44 40 12/3/2010 15 848 17:05:58 12:05:58 South 171.0 1.44 40 12/3/2010 15 849 17:06:04 12:06:04 South 171.1 1.44 40 12/3/2010 15 850 17:06:10 12:06:10 South 170.9 1.44 40 12/3/2010 15 851 17:06:16 12:06:16 South 170.6 1.44 40 12/3/2010 15 852 17:06:23 12:06:23 South 170.4 1.44 40 12/3/2010 15 853 17:06:29 12:06:29 South 170.3 1.44 40 12/3/2010 15 854 17:06:35 12:06:35 South 170.2 1.44 40 12/3/2010 15 855 17:06:41 12:06:41 South 170.2 1.44 40 12/3/2010 15 856 17:06:47 12:06:47 South 170.0 1.44 40 12/3/2010 15 857 17:06:53 12:06:53 South 169.7 1.44 40.1 12/3/2010 15 858 17:06:59 12:06:59 South 169.3 1.44 40.1 12/3/2010 15 859 17:07:05 12:07:05 South 168.8 1.44 40.1 12/3/2010 15 860 17:07:12 12:07:12 South 168.2 1.44 40.1 12/3/2010 15 861 17:07:18 12:07:18 South 167.9 1.44 40.1 12/3/2010 15 862 17:07:24 12:07:24 South 168.0 1.44 40.1 12/3/2010 15 863 17:07:30 12:07:30 South 168.4 1.44 40.1 12/3/2010 15 864 17:07:36 12:07:36 South 168.9 1.44 40.1 12/3/2010 15 865 17:07:42 12:07:42 South 169.4 1.44 40.1 12/3/2010 15 866 17:07:49 12:07:49 South 169.7 1.44 40.1 12/3/2010 15 867 17:07:55 12:07:55 South 170.3 1.44 40.1 12/3/2010 15 868 17:08:01 12:08:01 South 170.7 1.44 40.1 12/3/2010 15 869 17:08:07 12:08:07 South 170.9 1.44 40.1 12/3/2010 15 870 17:08:13 12:08:13 South 170.8 1.44 40.1 12/3/2010 15 871 17:08:19 12:08:19 South 170.5 1.44 40.2 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 126 of 330 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. 12/3/2010 15 872 17:08:25 12:08:25 South 170.2 1.44 40.2 12/3/2010 15 873 17:08:31 12:08:31 South 170.0 1.44 40.2 12/3/2010 15 874 17:08:37 12:08:37 South 169.9 1.44 40.2 12/3/2010 15 875 17:08:44 12:08:44 South 169.7 1.44 40.2 12/3/2010 15 876 17:08:50 12:08:50 South 169.6 1.44 40.2 12/3/2010 15 877 17:08:56 12:08:56 South 169.8 1.44 40.2 12/3/2010 15 878 17:09:02 12:09:02 South 170.2 1.44 40.2 12/3/2010 15 879 17:09:08 12:09:08 South 170.7 1.44 40.2 12/3/2010 15 880 17:09:14 12:09:14 South 171.1 1.44 40.2 12/3/2010 15 881 17:09:20 12:09:20 South 171.6 1.43 40.2 12/3/2010 15 882 17:09:26 12:09:26 South 171.8 1.43 40.2 12/3/2010 15 883 17:09:32 12:09:32 South 171.9 1.43 40.2 12/3/2010 15 884 17:09:38 12:09:38 South 172.0 1.43 40.2 12/3/2010 15 885 17:09:44 12:09:44 South 171.4 1.43 40.2 12/3/2010 15 886 17:09:50 12:09:50 South 170.6 1.43 40.3 12/3/2010 15 887 17:09:57 12:09:57 South 170.3 1.43 40.3 12/3/2010 15 888 17:10:03 12:10:03 South 170.4 2 40.3 12/3/2010 15 889 17:10:09 12:10:09 South 170.5 2 40.3 12/3/2010 15 890 17:10:15 12:10:15 South 170.9 2 40.3 12/3/2010 15 891 17:10:21 12:10:21 South 171.1 2 40.3 12/3/2010 15 892 17:10:27 12:10:27 South 171.2 2 40.3 12/3/2010 15 893 17:10:33 12:10:33 South 171.2 2 40.3 12/3/2010 15 894 17:10:39 12:10:39 South 171.2 2 40.3 12/3/2010 14 895 17:14:17 12:14:17 North 145.4 2.03 40.4 12/3/2010 14 896 17:14:24 12:14:24 North 145.7 2.03 40.3 12/3/2010 14 897 17:14:31 12:14:31 North 145.8 2.03 40.3 12/3/2010 14 898 17:14:38 12:14:38 North 146.4 2.03 40.3 12/3/2010 14 899 17:14:45 12:14:45 North 146.6 2.03 40.3 12/3/2010 14 900 17:14:52 12:14:52 North 146.9 2.03 40.3 12/3/2010 14 901 17:15:00 12:15:00 North 147.1 2.04 40.3 12/3/2010 14 902 17:15:07 12:15:07 North 147.1 2.04 40.3 12/3/2010 14 903 17:15:14 12:15:14 North 147.2 2.04 40.3 12/3/2010 14 904 17:15:21 12:15:21 North 147.1 2.04 40.3 12/3/2010 14 905 17:15:28 12:15:28 North 147.1 2.04 40.3 12/3/2010 14 906 17:15:35 12:15:35 North 147.3 2.04 40.3 12/3/2010 14 907 17:15:42 12:15:42 North 147.4 2.04 40.3 12/3/2010 14 908 17:15:49 12:15:49 North 147.5 2.04 40.3 12/3/2010 14 909 17:15:56 12:15:56 North 147.4 2.04 40.3 12/3/2010 14 910 17:16:03 12:16:03 North 147.1 2.04 40.3 12/3/2010 14 911 17:16:10 12:16:10 North 146.8 2.04 40.3 12/3/2010 14 912 17:16:17 12:16:17 North 146.5 2.04 40.3 12/3/2010 14 913 17:16:24 12:16:24 North 146.5 2.04 40.3 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 127 of 330 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. 12/3/2010 14 914 17:16:31 12:16:31 North 146.9 2.05 40.3 12/3/2010 14 915 17:16:38 12:16:38 North 147.6 2.05 40.3 12/3/2010 14 916 17:16:46 12:16:46 North 148.1 2.05 40.3 12/3/2010 14 917 17:16:53 12:16:53 North 148.4 2.05 40.3 12/3/2010 14 918 17:17:00 12:17:00 North 148.5 2.05 40.3 12/3/2010 14 919 17:17:07 12:17:07 North 148.4 2.05 40.3 12/3/2010 14 920 17:17:14 12:17:14 North 147.9 2.05 40.3 12/3/2010 14 921 17:17:21 12:17:21 North 147.3 2.05 40.2 12/3/2010 14 922 17:17:28 12:17:28 North 147.0 2.05 40.2 12/3/2010 14 923 17:17:35 12:17:35 North 147.1 2.05 40.2 12/3/2010 14 924 17:17:42 12:17:42 North 147.4 2.05 40.2 12/3/2010 14 925 17:17:49 12:17:49 North 147.8 2.05 40.2 12/3/2010 14 926 17:17:56 12:17:56 North 148.0 2.05 40.2 12/3/2010 14 927 17:18:03 12:18:03 North 148.2 2.05 40.2 12/3/2010 14 928 17:18:10 12:18:10 North 148.1 2.05 40.2 12/3/2010 14 929 17:18:17 12:18:17 North 147.7 2.05 40.2 12/3/2010 14 930 17:18:24 12:18:24 North 147.6 2.05 40.2 12/3/2010 14 931 17:18:31 12:18:31 North 147.8 2.06 40.2 12/3/2010 14 932 17:18:38 12:18:38 North 148.2 2.06 40.2 12/3/2010 14 933 17:18:45 12:18:45 North 148.4 2.06 40.2 12/3/2010 14 934 17:18:52 12:18:52 North 148.4 2.06 40.2 12/3/2010 14 935 17:18:59 12:18:59 North 148.2 2.06 40.2 12/3/2010 14 936 17:19:06 12:19:06 North 147.8 2.06 40.2 12/3/2010 14 937 17:19:13 12:19:13 North 147.2 2.06 40.2 12/3/2010 14 938 17:19:20 12:19:20 North 146.9 2.06 40.2 12/3/2010 14 939 17:19:27 12:19:27 North 147.1 2.06 40.2 12/3/2010 14 940 17:19:34 12:19:34 North 147.7 2.06 40.2 12/3/2010 14 941 17:19:41 12:19:41 North 148.5 2.06 40.2 12/3/2010 14 942 17:19:48 12:19:48 North 149.2 2.06 40.2 12/3/2010 14 943 17:19:55 12:19:55 North 149.5 2.06 40.1 12/3/2010 14 944 17:20:02 12:20:02 North 149.5 2.06 40.1 12/3/2010 14 945 17:20:09 12:20:09 North 149.4 2.06 40.1 12/3/2010 14 946 17:20:16 12:20:16 North 149.1 2.06 40.1 12/3/2010 14 947 17:20:23 12:20:23 North 148.8 2.06 40.1 12/3/2010 14 948 17:20:30 12:20:30 North 148.5 2.06 40.1 12/3/2010 14 949 17:20:37 12:20:37 North 148.5 2.06 40.1 12/3/2010 14 950 17:20:44 12:20:44 North 148.7 2.06 40.1 12/3/2010 14 951 17:20:51 12:20:51 North 148.9 2.07 40.1 12/3/2010 14 952 17:20:58 12:20:58 North 149.0 2.07 40.1 12/3/2010 14 953 17:21:05 12:21:05 North 148.9 2.07 40.1 12/3/2010 14 954 17:21:12 12:21:12 North 148.9 2.07 40.1 12/3/2010 14 955 17:21:19 12:21:19 North 148.7 2.07 40.1 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 128 of 330 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. 12/3/2010 14 956 17:21:26 12:21:26 North 148.0 2.07 40.1 12/3/2010 14 957 17:21:33 12:21:33 North 147.9 2.07 40.1 12/3/2010 14 958 17:21:40 12:21:40 North 148.3 2.07 40.1 12/3/2010 14 959 17:21:47 12:21:47 North 148.9 2.07 40.1 12/3/2010 14 960 17:21:54 12:21:54 North 149.6 2.07 40.1 12/3/2010 14 961 17:22:01 12:22:01 North 149.9 2.07 40.1 12/3/2010 14 962 17:22:08 12:22:08 North 149.6 2.07 40.1 12/3/2010 14 963 17:22:15 12:22:15 North 149.3 2.07 40.1 12/3/2010 14 964 17:22:22 12:22:22 North 148.9 2.07 40 12/3/2010 14 965 17:22:29 12:22:29 North 148.9 2.07 40 12/3/2010 14 966 17:22:36 12:22:36 North 149.3 2.07 40 12/3/2010 14 967 17:22:43 12:22:43 North 149.4 2.07 40 12/3/2010 14 968 17:22:50 12:22:50 North 149.7 2.07 40 12/3/2010 14 969 17:22:57 12:22:57 North 150.1 2.07 40 12/3/2010 14 970 17:23:04 12:23:04 North 150.7 2.07 40 12/3/2010 14 971 17:23:10 12:23:10 North 151.3 2.07 40 12/3/2010 14 972 17:23:17 12:23:17 North 151.8 2.07 40 12/3/2010 14 973 17:23:24 12:23:24 North 152.1 2.07 40 12/3/2010 14 974 17:23:31 12:23:31 North 152.2 2.07 40 12/3/2010 14 975 17:23:38 12:23:38 North 151.9 2.07 40 12/3/2010 14 976 17:23:45 12:23:45 North 151.6 2.07 40 12/3/2010 14 977 17:23:52 12:23:52 North 151.2 2.07 40 12/3/2010 14 978 17:23:58 12:23:58 North 150.6 2.07 40 12/3/2010 14 979 17:24:05 12:24:05 North 150.1 2.07 40 12/3/2010 14 980 17:24:12 12:24:12 North 149.9 2.07 40 12/3/2010 14 981 17:24:19 12:24:19 North 150.0 2.08 40 12/3/2010 14 982 17:24:26 12:24:26 North 150.6 2.08 40 12/3/2010 14 983 17:24:33 12:24:33 North 151.5 2.08 40 12/3/2010 14 984 17:24:40 12:24:40 North 152.2 2.08 40 12/3/2010 14 985 17:24:47 12:24:47 North 152.6 2.08 40 12/3/2010 14 986 17:24:54 12:24:54 North 152.7 2.08 39.9 12/3/2010 14 987 17:25:00 12:25:00 North 152.5 2.08 39.9 12/3/2010 14 988 17:25:07 12:25:07 North 152.3 2.08 39.9 12/3/2010 14 989 17:25:14 12:25:14 North 152.0 2.08 39.9 12/3/2010 14 990 17:25:21 12:25:21 North 151.0 2.08 39.9 12/3/2010 14 991 17:25:28 12:25:28 North 150.8 2.08 39.9 12/3/2010 14 992 17:25:35 12:25:35 North 150.9 2.08 39.9 12/3/2010 14 993 17:25:42 12:25:42 North 151.3 2.08 39.9 12/3/2010 14 994 17:25:48 12:25:48 North 151.6 2.08 39.9 12/3/2010 14 995 17:25:55 12:25:55 North 151.5 2.08 39.9 12/3/2010 14 996 17:26:02 12:26:02 North 151.8 2.08 39.9 12/3/2010 14 997 17:26:09 12:26:09 North 151.2 2.08 39.9 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 129 of 330 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. 12/3/2010 14 998 17:26:16 12:26:16 North 150.9 2.08 39.9 12/3/2010 14 999 17:26:23 12:26:23 North 150.8 2.08 39.9 12/3/2010 14 1000 17:26:30 12:26:30 North 150.7 2.08 39.9 12/3/2010 14 1001 17:26:37 12:26:37 North 150.5 2.08 39.9 12/3/2010 14 1002 17:26:43 12:26:43 North 150.4 2.08 39.9 12/3/2010 14 1003 17:26:50 12:26:50 North 150.1 2.08 39.8 12/3/2010 14 1004 17:26:57 12:26:57 North 149.9 2.08 39.8 12/3/2010 14 1005 17:27:04 12:27:04 North 149.7 2.08 39.8 12/3/2010 14 1006 17:27:11 12:27:11 North 149.6 2.08 39.8 12/3/2010 14 1007 17:27:18 12:27:18 North 149.5 2.08 39.8 12/3/2010 14 1008 17:27:25 12:27:25 North 149.4 2.08 39.8 12/3/2010 14 1009 17:27:32 12:27:32 North 149.6 2.08 39.8 12/3/2010 14 1010 17:27:39 12:27:39 North 149.8 2.08 39.8 12/3/2010 14 1011 17:27:46 12:27:46 North 149.6 2.08 39.8 12/3/2010 14 1012 17:27:53 12:27:53 North 149.3 2.08 39.8 12/3/2010 14 1013 17:28:00 12:28:00 North 149.3 2.08 39.8 12/3/2010 14 1014 17:28:07 12:28:07 North 149.2 2.08 39.8 12/3/2010 14 1015 17:28:14 12:28:14 North 149.2 2.08 39.8 12/3/2010 14 1016 17:28:21 12:28:21 North 149.2 2.08 39.8 12/3/2010 14 1017 17:28:28 12:28:28 North 149.2 2.08 39.8 12/3/2010 14 1018 17:28:35 12:28:35 North 149.0 2.08 39.8 12/3/2010 14 1019 17:28:42 12:28:42 North 148.9 2.08 39.8 12/3/2010 14 1020 17:28:49 12:28:49 North 148.9 2.08 39.8 12/3/2010 13 1021 17:32:05 12:32:05 South 170.4 2.08 39.7 12/3/2010 13 1022 17:32:11 12:32:11 South 170.0 2.08 39.7 12/3/2010 13 1023 17:32:17 12:32:17 South 169.8 2.07 39.7 12/3/2010 13 1024 17:32:23 12:32:23 South 169.8 2.07 39.7 12/3/2010 13 1025 17:32:29 12:32:29 South 170.5 2.07 39.7 12/3/2010 13 1026 17:32:36 12:32:36 South 171.7 2.07 39.7 12/3/2010 13 1027 17:32:42 12:32:42 South 173.0 2.07 39.7 12/3/2010 13 1028 17:32:48 12:32:48 South 174.1 2.07 39.7 12/3/2010 13 1029 17:32:54 12:32:54 South 175.0 2.07 39.7 12/3/2010 13 1030 17:32:59 12:32:59 South 175.3 2.07 39.7 12/3/2010 13 1031 17:33:05 12:33:05 South 174.7 1.52 39.7 12/3/2010 13 1032 17:33:11 12:33:11 South 173.9 1.52 39.7 12/3/2010 13 1033 17:33:17 12:33:17 South 173.3 1.52 39.7 12/3/2010 13 1034 17:33:23 12:33:23 South 172.9 1.52 39.8 12/3/2010 13 1035 17:33:29 12:33:29 South 172.5 1.52 39.8 12/3/2010 13 1036 17:33:35 12:33:35 South 172.1 1.52 39.8 12/3/2010 13 1037 17:33:41 12:33:41 South 171.6 1.52 39.8 12/3/2010 13 1038 17:33:48 12:33:48 South 171.1 1.52 39.8 12/3/2010 13 1039 17:33:54 12:33:54 South 170.7 1.52 39.8 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 130 of 330 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. 12/3/2010 13 1040 17:34:00 12:34:00 South 170.4 1.52 39.8 12/3/2010 13 1041 17:34:06 12:34:06 South 170.3 1.52 39.8 12/3/2010 13 1042 17:34:12 12:34:12 South 170.4 1.52 39.8 12/3/2010 13 1043 17:34:18 12:34:18 South 170.5 1.52 39.8 12/3/2010 13 1044 17:34:24 12:34:24 South 170.7 1.52 39.8 12/3/2010 13 1045 17:34:30 12:34:30 South 170.6 1.52 39.8 12/3/2010 13 1046 17:34:36 12:34:36 South 170.4 1.52 39.8 12/3/2010 13 1047 17:34:42 12:34:42 South 170.0 1.52 39.8 12/3/2010 13 1048 17:34:49 12:34:49 South 169.8 1.52 39.8 12/3/2010 13 1049 17:34:55 12:34:55 South 169.4 1.52 39.8 12/3/2010 13 1050 17:35:01 12:35:01 South 169.3 1.52 39.8 12/3/2010 13 1051 17:35:07 12:35:07 South 169.2 1.52 39.8 12/3/2010 13 1052 17:35:13 12:35:13 South 169.1 1.52 39.8 12/3/2010 13 1053 17:35:19 12:35:19 South 169.1 1.52 39.8 12/3/2010 13 1054 17:35:25 12:35:25 South 169.1 1.52 39.8 12/3/2010 13 1055 17:35:32 12:35:32 South 169.1 1.52 39.8 12/3/2010 13 1056 17:35:38 12:35:38 South 169.1 1.52 39.8 12/3/2010 13 1057 17:35:44 12:35:44 South 169.1 1.52 39.8 12/3/2010 13 1058 17:35:50 12:35:50 South 169.2 1.52 39.8 12/3/2010 13 1059 17:35:56 12:35:56 South 169.2 1.52 39.8 12/3/2010 13 1060 17:36:02 12:36:02 South 169.2 1.52 39.8 12/3/2010 13 1061 17:36:08 12:36:08 South 169.2 1.52 39.8 12/3/2010 13 1062 17:36:15 12:36:15 South 169.2 1.52 39.8 12/3/2010 13 1063 17:36:21 12:36:21 South 169.3 1.52 39.8 12/3/2010 13 1064 17:36:27 12:36:27 South 169.1 1.52 39.8 12/3/2010 13 1065 17:36:33 12:36:33 South 169.0 1.52 39.8 12/3/2010 13 1066 17:36:39 12:36:39 South 168.9 1.52 39.8 12/3/2010 13 1067 17:36:45 12:36:45 South 169.0 1.52 39.8 12/3/2010 13 1068 17:36:51 12:36:51 South 168.8 1.52 39.9 12/3/2010 13 1069 17:36:58 12:36:58 South 168.3 1.52 39.9 12/3/2010 13 1070 17:37:04 12:37:04 South 168.0 1.52 39.9 12/3/2010 13 1071 17:37:10 12:37:10 South 167.7 1.52 39.9 12/3/2010 13 1072 17:37:16 12:37:16 South 167.5 1.52 39.9 12/3/2010 13 1073 17:37:22 12:37:22 South 167.2 1.52 39.9 12/3/2010 13 1074 17:37:29 12:37:29 South 167.0 1.52 39.9 12/3/2010 13 1075 17:37:35 12:37:35 South 167.0 1.52 39.9 12/3/2010 13 1076 17:37:41 12:37:41 South 167.1 1.52 39.9 12/3/2010 13 1077 17:37:47 12:37:47 South 167.2 1.52 39.9 12/3/2010 13 1078 17:37:54 12:37:54 South 167.5 1.52 39.9 12/3/2010 13 1079 17:38:00 12:38:00 South 168.0 1.52 39.9 12/3/2010 13 1080 17:38:06 12:38:06 South 168.6 1.52 39.9 12/3/2010 13 1081 17:38:12 12:38:12 South 169.1 1.52 39.9 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 131 of 330 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. 12/3/2010 13 1082 17:38:18 12:38:18 South 169.3 1.52 39.9 12/3/2010 13 1083 17:38:24 12:38:24 South 169.0 1.52 39.9 12/3/2010 13 1084 17:38:30 12:38:30 South 168.6 1.52 39.9 12/3/2010 13 1085 17:38:37 12:38:37 South 168.3 1.52 39.9 12/3/2010 13 1086 17:38:43 12:38:43 South 168.2 1.52 39.9 12/3/2010 13 1087 17:38:49 12:38:49 South 168.2 1.52 39.9 12/3/2010 13 1088 17:38:55 12:38:55 South 168.3 1.52 39.9 12/3/2010 13 1089 17:39:01 12:39:01 South 168.3 1.52 39.9 12/3/2010 13 1090 17:39:08 12:39:08 South 168.4 1.52 39.9 12/3/2010 13 1091 17:39:14 12:39:14 South 168.4 1.52 39.9 12/3/2010 13 1092 17:39:20 12:39:20 South 168.2 1.52 39.9 12/3/2010 13 1093 17:39:26 12:39:26 South 168.0 1.52 39.9 12/3/2010 13 1094 17:39:32 12:39:32 South 167.9 1.52 39.9 12/3/2010 13 1095 17:39:38 12:39:38 South 168.0 1.52 39.9 12/3/2010 13 1096 17:39:45 12:39:45 South 168.2 1.52 39.9 12/3/2010 13 1097 17:39:51 12:39:51 South 168.7 1.52 39.9 12/3/2010 13 1098 17:39:57 12:39:57 South 169.3 1.52 39.9 12/3/2010 13 1099 17:40:03 12:40:03 South 169.5 1.52 39.9 12/3/2010 13 1100 17:40:09 12:40:09 South 169.3 1.52 39.9 12/3/2010 13 1101 17:40:15 12:40:15 South 169.0 1.52 39.9 12/3/2010 13 1102 17:40:22 12:40:22 South 168.9 1.52 40 12/3/2010 13 1103 17:40:28 12:40:28 South 168.9 1.52 40 12/3/2010 13 1104 17:40:34 12:40:34 South 168.9 1.52 40 12/3/2010 13 1105 17:40:40 12:40:40 South 168.9 1.52 40 12/3/2010 13 1106 17:40:46 12:40:46 South 169.1 1.52 40 12/3/2010 13 1107 17:40:52 12:40:52 South 169.5 1.52 40 12/3/2010 13 1108 17:40:58 12:40:58 South 169.9 1.52 40 12/3/2010 13 1109 17:41:05 12:41:05 South 169.9 1.52 40 12/3/2010 13 1110 17:41:11 12:41:11 South 169.6 1.52 40 12/3/2010 13 1111 17:41:17 12:41:17 South 168.9 1.52 40 12/3/2010 13 1112 17:41:23 12:41:23 South 168.2 1.52 40 12/3/2010 13 1113 17:41:29 12:41:29 South 167.6 1.52 40 12/3/2010 13 1114 17:41:35 12:41:35 South 167.3 1.52 40 12/3/2010 13 1115 17:41:42 12:41:42 South 167.4 1.52 40 12/3/2010 13 1116 17:41:48 12:41:48 South 167.9 1.52 40 12/3/2010 13 1117 17:41:54 12:41:54 South 168.8 1.52 40 12/3/2010 13 1118 17:42:00 12:42:00 South 169.5 1.52 40 12/3/2010 13 1119 17:42:06 12:42:06 South 169.8 1.52 40 12/3/2010 13 1120 17:42:12 12:42:12 South 169.6 1.52 40 12/3/2010 13 1121 17:42:19 12:42:19 South 169.1 1.52 40 12/3/2010 13 1122 17:42:25 12:42:25 South 168.5 1.52 40 12/3/2010 13 1123 17:42:31 12:42:31 South 167.9 1.52 40 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 132 of 330 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. 12/3/2010 13 1124 17:42:37 12:42:37 South 168.1 1.52 40 12/3/2010 13 1125 17:42:43 12:42:43 South 168.9 1.52 40 12/3/2010 13 1126 17:42:49 12:42:49 South 169.9 1.52 40 12/3/2010 13 1127 17:42:55 12:42:55 South 170.6 1.52 40 12/3/2010 13 1128 17:43:02 12:43:02 South 170.9 1.52 40 12/3/2010 13 1129 17:43:08 12:43:08 South 170.9 1.52 40 12/3/2010 13 1130 17:43:14 12:43:14 South 170.8 1.52 40 12/3/2010 13 1131 17:43:20 12:43:20 South 170.8 1.52 40 12/3/2010 13 1132 17:43:26 12:43:26 South 170.3 1.52 40 12/3/2010 13 1133 17:43:32 12:43:32 South 169.5 1.52 40 12/3/2010 13 1134 17:43:38 12:43:38 South 168.5 1.52 40 12/3/2010 13 1135 17:43:44 12:43:44 South 167.7 1.52 40 12/3/2010 13 1136 17:43:51 12:43:51 South 167.4 1.52 40 12/3/2010 13 1137 17:43:57 12:43:57 South 167.3 1.52 40 12/3/2010 13 1138 17:44:03 12:44:03 South 167.5 1.52 40 12/3/2010 13 1139 17:44:09 12:44:09 South 168.8 1.52 40 12/3/2010 13 1140 17:44:15 12:44:15 South 170.0 1.52 40 12/3/2010 13 1141 17:44:21 12:44:21 South 170.4 1.52 40 12/3/2010 13 1142 17:44:28 12:44:28 South 170.3 1.52 40 12/3/2010 13 1143 17:44:34 12:44:34 South 170.5 1.52 40 12/3/2010 13 1144 17:44:40 12:44:40 South 170.6 1.52 40 12/3/2010 13 1145 17:44:46 12:44:46 South 170.8 1.52 40 12/3/2010 13 1146 17:44:52 12:44:52 South 171.1 1.52 40.1 12/3/2010 12 1147 17:48:58 12:48:58 North 144.8 1.52 39.9 12/3/2010 12 1148 17:49:05 12:49:05 North 145.0 1.52 39.9 12/3/2010 12 1149 17:49:12 12:49:12 North 145.2 1.52 39.9 12/3/2010 12 1150 17:49:20 12:49:20 North 145.4 1.52 39.9 12/3/2010 12 1151 17:49:27 12:49:27 North 145.6 1.52 39.9 12/3/2010 12 1152 17:49:34 12:49:34 North 145.7 1.52 39.9 12/3/2010 12 1153 17:49:41 12:49:41 North 145.8 1.52 39.9 12/3/2010 12 1154 17:49:48 12:49:48 North 145.8 1.52 39.9 12/3/2010 12 1155 17:49:55 12:49:55 North 146.2 1.52 39.9 12/3/2010 12 1156 17:50:02 12:50:02 North 146.6 1.52 39.9 12/3/2010 12 1157 17:50:09 12:50:09 North 147.0 1.52 39.9 12/3/2010 12 1158 17:50:16 12:50:16 North 147.4 1.52 39.9 12/3/2010 12 1159 17:50:23 12:50:23 North 147.5 1.52 39.8 12/3/2010 12 1160 17:50:31 12:50:31 North 147.0 1.52 39.8 12/3/2010 12 1161 17:50:38 12:50:38 North 146.3 1.52 39.8 12/3/2010 12 1162 17:50:45 12:50:45 North 145.8 1.52 39.8 12/3/2010 12 1163 17:50:52 12:50:52 North 145.5 1.52 39.8 12/3/2010 12 1164 17:50:59 12:50:59 North 145.8 1.52 39.8 12/3/2010 12 1165 17:51:06 12:51:06 North 146.5 1.52 39.8 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 133 of 330 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. 12/3/2010 12 1166 17:51:13 12:51:13 North 147.3 1.52 39.8 12/3/2010 12 1167 17:51:20 12:51:20 North 148.1 1.52 39.8 12/3/2010 12 1168 17:51:27 12:51:27 North 148.5 1.52 39.8 12/3/2010 12 1169 17:51:34 12:51:34 North 148.5 1.52 39.8 12/3/2010 12 1170 17:51:41 12:51:41 North 148.4 1.52 39.8 12/3/2010 12 1171 17:51:48 12:51:48 North 148.1 1.52 39.8 12/3/2010 12 1172 17:51:55 12:51:55 North 147.9 1.52 39.7 12/3/2010 12 1173 17:52:02 12:52:02 North 147.7 1.52 39.7 12/3/2010 12 1174 17:52:09 12:52:09 North 147.7 1.52 39.7 12/3/2010 12 1175 17:52:16 12:52:16 North 147.1 1.52 39.7 12/3/2010 12 1176 17:52:23 12:52:23 North 147.3 1.52 39.7 12/3/2010 12 1177 17:52:31 12:52:31 North 147.7 1.52 39.7 12/3/2010 12 1178 17:52:38 12:52:38 North 148.3 1.52 39.7 12/3/2010 12 1179 17:52:45 12:52:45 North 148.1 1.52 39.7 12/3/2010 12 1180 17:52:52 12:52:52 North 147.9 1.52 39.6 12/3/2010 12 1181 17:52:59 12:52:59 North 147.5 1.52 39.6 12/3/2010 12 1182 17:53:06 12:53:06 North 147.2 1.52 39.6 12/3/2010 12 1183 17:53:13 12:53:13 North 146.9 1.52 39.6 12/3/2010 12 1184 17:53:20 12:53:20 North 146.5 1.52 39.6 12/3/2010 12 1185 17:53:27 12:53:27 North 147.0 1.52 39.6 12/3/2010 12 1186 17:53:34 12:53:34 North 147.5 1.52 39.6 12/3/2010 12 1187 17:53:41 12:53:41 North 147.6 1.52 39.6 12/3/2010 12 1188 17:53:48 12:53:48 North 147.6 1.52 39.6 12/3/2010 12 1189 17:53:55 12:53:55 North 147.4 1.52 39.6 12/3/2010 12 1190 17:54:02 12:54:02 North 147.0 1.52 39.6 12/3/2010 12 1191 17:54:09 12:54:09 North 146.6 1.52 39.6 12/3/2010 12 1192 17:54:16 12:54:16 North 146.3 1.52 39.6 12/3/2010 12 1193 17:54:24 12:54:24 North 146.4 1.52 39.5 12/3/2010 12 1194 17:54:31 12:54:31 North 146.5 1.52 39.5 12/3/2010 12 1195 17:54:38 12:54:38 North 146.5 1.52 39.5 12/3/2010 12 1196 17:54:45 12:54:45 North 146.5 1.52 39.5 12/3/2010 12 1197 17:54:52 12:54:52 North 146.5 1.52 39.5 12/3/2010 12 1198 17:54:59 12:54:59 North 146.9 1.52 39.5 12/3/2010 12 1199 17:55:06 12:55:06 North 147.3 1.52 39.5 12/3/2010 12 1200 17:55:13 12:55:13 North 147.5 1.52 39.5 12/3/2010 12 1201 17:55:20 12:55:20 North 147.5 1.52 39.5 12/3/2010 12 1202 17:55:27 12:55:27 North 147.2 1.52 39.5 12/3/2010 12 1203 17:55:34 12:55:34 North 146.9 1.52 39.5 12/3/2010 12 1204 17:55:41 12:55:41 North 146.7 1.52 39.5 12/3/2010 12 1205 17:55:48 12:55:48 North 146.7 1.52 39.5 12/3/2010 12 1206 17:55:56 12:55:56 North 147.2 1.52 39.4 12/3/2010 12 1207 17:56:03 12:56:03 North 147.8 1.52 39.4 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 134 of 330 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. 12/3/2010 12 1208 17:56:10 12:56:10 North 148.0 1.52 39.4 12/3/2010 12 1209 17:56:17 12:56:17 North 147.9 1.52 39.4 12/3/2010 12 1210 17:56:24 12:56:24 North 147.8 1.59 39.4 12/3/2010 12 1211 17:56:31 12:56:31 North 147.3 1.59 39.4 12/3/2010 12 1212 17:56:38 12:56:38 North 146.7 1.59 39.4 12/3/2010 12 1213 17:56:45 12:56:45 North 146.1 1.59 39.4 12/3/2010 12 1214 17:56:52 12:56:52 North 146.2 1.59 39.3 12/3/2010 12 1215 17:56:59 12:56:59 North 146.3 1.59 39.3 12/3/2010 12 1216 17:57:06 12:57:06 North 146.4 1.59 39.3 12/3/2010 12 1217 17:57:13 12:57:13 North 146.5 1.59 39.3 12/3/2010 12 1218 17:57:20 12:57:20 North 146.7 1.59 39.3 12/3/2010 12 1219 17:57:28 12:57:28 North 146.5 1.59 39.3 12/3/2010 12 1220 17:57:35 12:57:35 North 146.1 1.59 39.3 12/3/2010 12 1221 17:57:42 12:57:42 North 146.2 1.59 39.3 12/3/2010 12 1222 17:57:49 12:57:49 North 146.7 1.59 39.3 12/3/2010 12 1223 17:57:56 12:57:56 North 146.8 1.59 39.3 12/3/2010 12 1224 17:58:03 12:58:03 North 146.6 1.59 39.3 12/3/2010 12 1225 17:58:10 12:58:10 North 146.3 1.59 39.3 12/3/2010 12 1226 17:58:17 12:58:17 North 145.8 1.59 39.3 12/3/2010 12 1227 17:58:24 12:58:24 North 144.9 1.59 39.2 12/3/2010 12 1228 17:58:32 12:58:32 North 144.8 1.59 39.2 12/3/2010 12 1229 17:58:39 12:58:39 North 145.1 1.59 39.2 12/3/2010 12 1230 17:58:46 12:58:46 North 145.5 1.59 39.2 12/3/2010 12 1231 17:58:53 12:58:53 North 145.9 1.59 39.2 12/3/2010 12 1232 17:59:00 12:59:00 North 146.0 1.59 39.2 12/3/2010 12 1233 17:59:07 12:59:07 North 146.0 1.59 39.2 12/3/2010 12 1234 17:59:14 12:59:14 North 145.7 1.59 39.2 12/3/2010 12 1235 17:59:22 12:59:22 North 145.6 1.59 39.1 12/3/2010 12 1236 17:59:29 12:59:29 North 145.5 1.59 39.1 12/3/2010 12 1237 17:59:36 12:59:36 North 145.6 1.59 39.1 12/3/2010 12 1238 17:59:43 12:59:43 North 145.4 1.59 39.1 12/3/2010 12 1239 17:59:50 12:59:50 North 145.2 1.59 39.1 12/3/2010 12 1240 17:59:57 12:59:57 North 144.9 1.59 39.1 12/3/2010 12 1241 18:00:04 13:00:04 North 145.1 1.59 39.1 12/3/2010 12 1242 18:00:12 13:00:12 North 145.1 1.59 39.1 12/3/2010 12 1243 18:00:19 13:00:19 North 145.1 1.59 39.1 12/3/2010 12 1244 18:00:26 13:00:26 North 145.4 1.59 39 12/3/2010 12 1245 18:00:33 13:00:33 North 145.6 1.59 39 12/3/2010 12 1246 18:00:40 13:00:40 North 145.5 1.59 39 12/3/2010 12 1247 18:00:47 13:00:47 North 145.3 1.59 39 12/3/2010 12 1248 18:00:55 13:00:55 North 145.1 1.59 39 12/3/2010 12 1249 18:01:02 13:01:02 North 145.1 1.59 39 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 135 of 330 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. 12/3/2010 12 1250 18:01:09 13:01:09 North 145.1 1.59 39 12/3/2010 12 1251 18:01:16 13:01:16 North 145.4 1.59 39 12/3/2010 12 1252 18:01:23 13:01:23 North 145.7 1.59 39 12/3/2010 12 1253 18:01:30 13:01:30 North 145.9 1.59 39 12/3/2010 12 1254 18:01:37 13:01:37 North 146.1 1.59 39 12/3/2010 12 1255 18:01:45 13:01:45 North 146.0 1.59 39 12/3/2010 12 1256 18:01:52 13:01:52 North 145.9 1.59 38.9 12/3/2010 12 1257 18:01:59 13:01:59 North 145.9 1.59 38.9 12/3/2010 12 1258 18:02:06 13:02:06 North 145.8 1.59 38.9 12/3/2010 12 1259 18:02:13 13:02:13 North 145.8 1.59 38.9 12/3/2010 12 1260 18:02:20 13:02:20 North 145.8 1.59 38.9 12/3/2010 12 1261 18:02:27 13:02:27 North 145.8 1.59 38.9 12/3/2010 12 1262 18:02:34 13:02:34 North 145.7 1.59 38.9 12/3/2010 12 1263 18:02:42 13:02:42 North 145.6 1.59 38.9 12/3/2010 12 1264 18:02:49 13:02:49 North 145.4 1.59 38.9 12/3/2010 12 1265 18:02:56 13:02:56 North 145.2 1.59 38.8 12/3/2010 12 1266 18:03:03 13:03:03 North 145.3 1.59 38.8 12/3/2010 12 1267 18:03:10 13:03:10 North 145.0 1.59 38.8 12/3/2010 12 1268 18:03:17 13:03:17 North 145.2 1.59 38.8 12/3/2010 12 1269 18:03:25 13:03:25 North 145.7 1.59 38.8 12/3/2010 12 1270 18:03:32 13:03:32 North 146.1 1.59 38.8 12/3/2010 12 1271 18:03:39 13:03:39 North 146.0 1.59 38.8 12/3/2010 12 1272 18:03:46 13:03:46 North 145.6 1.59 38.8 12/3/2010 11 1273 18:07:17 13:07:17 South 170.8 1.33 38.6 12/3/2010 11 1274 18:07:23 13:07:23 South 170.2 1.33 38.6 12/3/2010 11 1275 18:07:30 13:07:30 South 169.6 1.33 38.6 12/3/2010 11 1276 18:07:36 13:07:36 South 168.9 1.33 38.6 12/3/2010 11 1277 18:07:42 13:07:42 South 168.7 1.33 38.6 12/3/2010 11 1278 18:07:48 13:07:48 South 169.2 1.33 38.6 12/3/2010 11 1279 18:07:54 13:07:54 South 170.5 1.33 38.6 12/3/2010 11 1280 18:08:00 13:08:00 South 171.1 1.33 38.6 12/3/2010 11 1281 18:08:06 13:08:06 South 171.3 1.33 38.6 12/3/2010 11 1282 18:08:12 13:08:12 South 171.4 1.33 38.6 12/3/2010 11 1283 18:08:18 13:08:18 South 171.3 1.33 38.6 12/3/2010 11 1284 18:08:24 13:08:24 South 171.2 1.33 38.6 12/3/2010 11 1285 18:08:31 13:08:31 South 171.0 1.33 38.6 12/3/2010 11 1286 18:08:37 13:08:37 South 170.8 1.33 38.6 12/3/2010 11 1287 18:08:43 13:08:43 South 170.8 1.33 38.6 12/3/2010 11 1288 18:08:49 13:08:49 South 171.0 1.33 38.6 12/3/2010 11 1289 18:08:55 13:08:55 South 171.4 1.33 38.6 12/3/2010 11 1290 18:09:01 13:09:01 South 171.7 1.42 38.6 12/3/2010 11 1291 18:09:07 13:09:07 South 171.9 1.42 38.6 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 136 of 330 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. 12/3/2010 11 1292 18:09:13 13:09:13 South 172.1 1.42 38.6 12/3/2010 11 1293 18:09:19 13:09:19 South 172.1 1.42 38.6 12/3/2010 11 1294 18:09:25 13:09:25 South 171.9 1.42 38.6 12/3/2010 11 1295 18:09:31 13:09:31 South 171.6 1.42 38.6 12/3/2010 11 1296 18:09:37 13:09:37 South 171.5 1.42 38.6 12/3/2010 11 1297 18:09:43 13:09:43 South 171.4 1.42 38.6 12/3/2010 11 1298 18:09:49 13:09:49 South 171.3 1.42 38.6 12/3/2010 11 1299 18:09:55 13:09:55 South 171.2 1.42 38.6 12/3/2010 11 1300 18:10:01 13:10:01 South 171.3 1.43 38.6 12/3/2010 11 1301 18:10:08 13:10:08 South 171.5 1.43 38.6 12/3/2010 11 1302 18:10:14 13:10:14 South 171.8 1.43 38.6 12/3/2010 11 1303 18:10:20 13:10:20 South 172.0 1.43 38.6 12/3/2010 11 1304 18:10:26 13:10:26 South 172.1 1.43 38.6 12/3/2010 11 1305 18:10:32 13:10:32 South 171.9 1.43 38.6 12/3/2010 11 1306 18:10:38 13:10:38 South 171.5 1.43 38.6 12/3/2010 11 1307 18:10:44 13:10:44 South 171.1 1.43 38.6 12/3/2010 11 1308 18:10:50 13:10:50 South 170.7 1.43 38.6 12/3/2010 11 1309 18:10:56 13:10:56 South 170.4 1.43 38.6 12/3/2010 11 1310 18:11:02 13:11:02 South 170.2 1.43 38.6 12/3/2010 11 1311 18:11:08 13:11:08 South 170.5 1.43 38.6 12/3/2010 11 1312 18:11:14 13:11:14 South 171.0 1.43 38.6 12/3/2010 11 1313 18:11:20 13:11:20 South 171.5 1.43 38.5 12/3/2010 11 1314 18:11:26 13:11:26 South 171.9 1.43 38.5 12/3/2010 11 1315 18:11:33 13:11:33 South 172.1 1.43 38.5 12/3/2010 11 1316 18:11:39 13:11:39 South 172.1 1.43 38.5 12/3/2010 11 1317 18:11:45 13:11:45 South 172.1 1.43 38.5 12/3/2010 11 1318 18:11:51 13:11:51 South 172.1 1.43 38.5 12/3/2010 11 1319 18:11:57 13:11:57 South 172.0 1.43 38.5 12/3/2010 11 1320 18:12:03 13:12:03 South 171.6 1.43 38.5 12/3/2010 11 1321 18:12:09 13:12:09 South 171.1 1.43 38.5 12/3/2010 11 1322 18:12:15 13:12:15 South 170.4 1.43 38.5 12/3/2010 11 1323 18:12:21 13:12:21 South 170.0 1.43 38.5 12/3/2010 11 1324 18:12:27 13:12:27 South 169.9 1.43 38.5 12/3/2010 11 1325 18:12:33 13:12:33 South 170.0 1.43 38.5 12/3/2010 11 1326 18:12:39 13:12:39 South 170.4 1.43 38.5 12/3/2010 11 1327 18:12:45 13:12:45 South 171.0 1.43 38.5 12/3/2010 11 1328 18:12:52 13:12:52 South 171.3 1.43 38.5 12/3/2010 11 1329 18:12:58 13:12:58 South 171.6 1.43 38.5 12/3/2010 11 1330 18:13:04 13:13:04 South 171.5 1.43 38.5 12/3/2010 11 1331 18:13:10 13:13:10 South 171.2 1.43 38.5 12/3/2010 11 1332 18:13:16 13:13:16 South 170.8 1.43 38.5 12/3/2010 11 1333 18:13:22 13:13:22 South 170.2 1.43 38.5 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 137 of 330 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. 12/3/2010 11 1334 18:13:28 13:13:28 South 169.8 1.43 38.5 12/3/2010 11 1335 18:13:34 13:13:34 South 169.7 1.43 38.5 12/3/2010 11 1336 18:13:40 13:13:40 South 169.9 1.43 38.5 12/3/2010 11 1337 18:13:46 13:13:46 South 170.3 1.43 38.5 12/3/2010 11 1338 18:13:52 13:13:52 South 170.6 1.43 38.5 12/3/2010 11 1339 18:13:59 13:13:59 South 170.7 1.43 38.5 12/3/2010 11 1340 18:14:05 13:14:05 South 170.8 1.43 38.5 12/3/2010 11 1341 18:14:11 13:14:11 South 170.9 1.43 38.5 12/3/2010 11 1342 18:14:17 13:14:17 South 170.9 1.43 38.5 12/3/2010 11 1343 18:14:23 13:14:23 South 170.6 1.43 38.5 12/3/2010 11 1344 18:14:29 13:14:29 South 170.4 1.43 38.5 12/3/2010 11 1345 18:14:35 13:14:35 South 170.1 1.43 38.5 12/3/2010 11 1346 18:14:41 13:14:41 South 169.5 1.43 38.5 12/3/2010 11 1347 18:14:47 13:14:47 South 168.8 1.43 38.5 12/3/2010 11 1348 18:14:54 13:14:54 South 168.0 1.43 38.5 12/3/2010 11 1349 18:15:00 13:15:00 South 167.7 1.43 38.5 12/3/2010 11 1350 18:15:06 13:15:06 South 167.7 1.43 38.5 12/3/2010 11 1351 18:15:12 13:15:12 South 167.9 1.43 38.5 12/3/2010 11 1352 18:15:18 13:15:18 South 168.0 1.43 38.5 12/3/2010 11 1353 18:15:25 13:15:25 South 168.1 1.43 38.5 12/3/2010 11 1354 18:15:31 13:15:31 South 168.3 1.43 38.5 12/3/2010 11 1355 18:15:37 13:15:37 South 168.6 1.43 38.5 12/3/2010 11 1356 18:15:43 13:15:43 South 169.0 1.43 38.5 12/3/2010 11 1357 18:15:49 13:15:49 South 169.2 1.43 38.5 12/3/2010 11 1358 18:15:55 13:15:55 South 169.1 1.43 38.5 12/3/2010 11 1359 18:16:01 13:16:01 South 168.8 1.43 38.5 12/3/2010 11 1360 18:16:08 13:16:08 South 168.7 1.43 38.5 12/3/2010 11 1361 18:16:14 13:16:14 South 168.5 1.43 38.5 12/3/2010 11 1362 18:16:20 13:16:20 South 168.3 1.43 38.5 12/3/2010 11 1363 18:16:26 13:16:26 South 168.3 1.43 38.5 12/3/2010 11 1364 18:16:32 13:16:32 South 168.4 1.43 38.5 12/3/2010 11 1365 18:16:38 13:16:38 South 168.3 1.43 38.5 12/3/2010 11 1366 18:16:45 13:16:45 South 168.3 1.43 38.5 12/3/2010 11 1367 18:16:51 13:16:51 South 168.2 1.43 38.5 12/3/2010 11 1368 18:16:57 13:16:57 South 168.2 1.43 38.5 12/3/2010 11 1369 18:17:03 13:17:03 South 168.2 1.43 38.5 12/3/2010 11 1370 18:17:09 13:17:09 South 168.2 1.43 38.5 12/3/2010 11 1371 18:17:16 13:17:16 South 168.1 1.43 38.5 12/3/2010 11 1372 18:17:22 13:17:22 South 168.0 1.43 38.5 12/3/2010 11 1373 18:17:28 13:17:28 South 167.5 1.43 38.5 12/3/2010 11 1374 18:17:34 13:17:34 South 167.4 1.43 38.5 12/3/2010 11 1375 18:17:40 13:17:40 South 167.4 1.43 38.5 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 138 of 330 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. 12/3/2010 11 1376 18:17:47 13:17:47 South 167.6 1.43 38.5 12/3/2010 11 1377 18:17:53 13:17:53 South 167.8 1.43 38.4 12/3/2010 11 1378 18:17:59 13:17:59 South 167.7 1.43 38.4 12/3/2010 11 1379 18:18:05 13:18:05 South 167.6 1.43 38.4 12/3/2010 11 1380 18:18:11 13:18:11 South 167.2 1.43 38.4 12/3/2010 11 1381 18:18:18 13:18:18 South 166.8 1.43 38.4 12/3/2010 11 1382 18:18:24 13:18:24 South 166.5 1.43 38.4 12/3/2010 11 1383 18:18:30 13:18:30 South 166.2 1.43 38.4 12/3/2010 11 1384 18:18:36 13:18:36 South 166.1 1.43 38.4 12/3/2010 11 1385 18:18:43 13:18:43 South 166.3 1.43 38.4 12/3/2010 11 1386 18:18:49 13:18:49 South 166.6 1.79 38.4 12/3/2010 11 1387 18:18:55 13:18:55 South 166.8 1.79 38.4 12/3/2010 11 1388 18:19:01 13:19:01 South 166.9 1.79 38.4 12/3/2010 11 1389 18:19:08 13:19:08 South 167.0 1.79 38.4 12/3/2010 11 1390 18:19:14 13:19:14 South 167.2 1.79 38.4 12/3/2010 11 1391 18:19:20 13:19:20 South 167.3 1.79 38.4 12/3/2010 11 1392 18:19:26 13:19:26 South 167.2 1.79 38.4 12/3/2010 11 1393 18:19:32 13:19:32 South 166.9 1.79 38.4 12/3/2010 11 1394 18:19:39 13:19:39 South 166.7 1.79 38.4 12/3/2010 11 1395 18:19:45 13:19:45 South 166.7 1.79 38.4 12/3/2010 11 1396 18:19:51 13:19:51 South 166.8 1.79 38.4 12/3/2010 11 1397 18:19:57 13:19:57 South 166.9 1.79 38.4 12/3/2010 11 1398 18:20:04 13:20:04 South 167.3 1.8 38.4 12/3/2010 10 1399 18:25:14 13:25:14 North 149.0 1.83 38.1 12/3/2010 10 1400 18:25:21 13:25:21 North 149.4 1.83 38 12/3/2010 10 1401 18:25:28 13:25:28 North 149.8 1.83 38 12/3/2010 10 1402 18:25:35 13:25:35 North 150.0 1.83 38 12/3/2010 10 1403 18:25:42 13:25:42 North 149.8 1.83 38 12/3/2010 10 1404 18:25:49 13:25:49 North 149.2 1.83 38 12/3/2010 10 1405 18:25:56 13:25:56 North 148.3 1.83 38 12/3/2010 10 1406 18:26:03 13:26:03 North 147.6 1.83 38 12/3/2010 10 1407 18:26:10 13:26:10 North 147.4 1.83 38 12/3/2010 10 1408 18:26:17 13:26:17 North 147.6 1.83 38 12/3/2010 10 1409 18:26:24 13:26:24 North 148.1 1.83 37.9 12/3/2010 10 1410 18:26:31 13:26:31 North 148.4 1.83 37.9 12/3/2010 10 1411 18:26:38 13:26:38 North 148.3 1.83 37.9 12/3/2010 10 1412 18:26:45 13:26:45 North 148.1 1.83 37.9 12/3/2010 10 1413 18:26:52 13:26:52 North 147.8 1.83 37.8 12/3/2010 10 1414 18:26:59 13:26:59 North 147.5 1.83 37.8 12/3/2010 10 1415 18:27:07 13:27:07 North 147.6 1.83 37.8 12/3/2010 10 1416 18:27:14 13:27:14 North 148.0 1.84 37.8 12/3/2010 10 1417 18:27:21 13:27:21 North 148.5 1.84 37.8 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 139 of 330 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. 12/3/2010 10 1418 18:27:28 13:27:28 North 148.7 1.84 37.8 12/3/2010 10 1419 18:27:35 13:27:35 North 148.6 1.84 37.8 12/3/2010 10 1420 18:27:42 13:27:42 North 148.5 1.84 37.8 12/3/2010 10 1421 18:27:49 13:27:49 North 148.3 1.84 37.8 12/3/2010 10 1422 18:27:56 13:27:56 North 148.3 1.84 37.7 12/3/2010 10 1423 18:28:03 13:28:03 North 148.3 1.84 37.7 12/3/2010 10 1424 18:28:10 13:28:10 North 148.3 1.84 37.7 12/3/2010 10 1425 18:28:17 13:28:17 North 148.1 1.84 37.7 12/3/2010 10 1426 18:28:24 13:28:24 North 147.6 1.84 37.7 12/3/2010 10 1427 18:28:31 13:28:31 North 147.1 1.84 37.7 12/3/2010 10 1428 18:28:38 13:28:38 North 146.9 1.84 37.7 12/3/2010 10 1429 18:28:45 13:28:45 North 147.1 1.84 37.7 12/3/2010 10 1430 18:28:52 13:28:52 North 147.5 1.84 37.6 12/3/2010 10 1431 18:28:59 13:28:59 North 148.0 1.84 37.6 12/3/2010 10 1432 18:29:06 13:29:06 North 148.4 1.84 37.6 12/3/2010 10 1433 18:29:13 13:29:13 North 148.3 1.84 37.6 12/3/2010 10 1434 18:29:20 13:29:20 North 147.4 1.84 37.6 12/3/2010 10 1435 18:29:27 13:29:27 North 146.1 1.84 37.6 12/3/2010 10 1436 18:29:34 13:29:34 North 144.7 1.85 37.6 12/3/2010 10 1437 18:29:41 13:29:41 North 144.1 1.85 37.6 12/3/2010 10 1438 18:29:49 13:29:49 North 144.3 1.85 37.6 12/3/2010 10 1439 18:29:56 13:29:56 North 145.0 1.85 37.5 12/3/2010 10 1440 18:30:03 13:30:03 North 145.7 1.85 37.5 12/3/2010 10 1441 18:30:10 13:30:10 North 146.0 1.85 37.5 12/3/2010 10 1442 18:30:17 13:30:17 North 146.1 1.85 37.5 12/3/2010 10 1443 18:30:24 13:30:24 North 145.8 1.85 37.5 12/3/2010 10 1444 18:30:31 13:30:31 North 145.5 1.85 37.5 12/3/2010 10 1445 18:30:39 13:30:39 North 145.2 1.85 37.5 12/3/2010 10 1446 18:30:46 13:30:46 North 144.9 1.85 37.5 12/3/2010 10 1447 18:30:53 13:30:53 North 144.9 1.85 37.4 12/3/2010 10 1448 18:31:00 13:31:00 North 145.1 1.85 37.4 12/3/2010 10 1449 18:31:07 13:31:07 North 145.1 1.85 37.4 12/3/2010 10 1450 18:31:14 13:31:14 North 145.0 1.85 37.4 12/3/2010 10 1451 18:31:22 13:31:22 North 145.0 1.85 37.3 12/3/2010 10 1452 18:31:29 13:31:29 North 144.4 1.85 37.3 12/3/2010 10 1453 18:31:36 13:31:36 North 144.1 1.85 37.3 12/3/2010 10 1454 18:31:43 13:31:43 North 144.2 1.85 37.3 12/3/2010 10 1455 18:31:50 13:31:50 North 144.8 1.85 37.3 12/3/2010 10 1456 18:31:58 13:31:58 North 145.2 1.85 37.3 12/3/2010 10 1457 18:32:05 13:32:05 North 145.4 1.85 37.3 12/3/2010 10 1458 18:32:12 13:32:12 North 145.3 1.85 37.3 12/3/2010 10 1459 18:32:19 13:32:19 North 145.1 1.86 37.2 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 140 of 330 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. 12/3/2010 10 1460 18:32:26 13:32:26 North 144.9 1.86 37.2 12/3/2010 10 1461 18:32:33 13:32:33 North 144.8 1.86 37.2 12/3/2010 10 1462 18:32:41 13:32:41 North 144.9 1.86 37.2 12/3/2010 10 1463 18:32:48 13:32:48 North 145.2 1.86 37.2 12/3/2010 10 1464 18:32:55 13:32:55 North 145.7 1.86 37.2 12/3/2010 10 1465 18:33:02 13:33:02 North 145.8 1.86 37.2 12/3/2010 10 1466 18:33:09 13:33:09 North 145.7 1.86 37.2 12/3/2010 10 1467 18:33:16 13:33:16 North 145.5 1.86 37.2 12/3/2010 10 1468 18:33:23 13:33:23 North 145.2 1.86 37.1 12/3/2010 10 1469 18:33:31 13:33:31 North 145.2 1.86 37.1 12/3/2010 10 1470 18:33:38 13:33:38 North 145.6 1.86 37.1 12/3/2010 10 1471 18:33:45 13:33:45 North 145.7 1.86 37.1 12/3/2010 10 1472 18:33:52 13:33:52 North 145.8 1.86 37 12/3/2010 10 1473 18:33:59 13:33:59 North 146.1 1.86 37 12/3/2010 10 1474 18:34:06 13:34:06 North 146.7 1.86 37 12/3/2010 10 1475 18:34:13 13:34:13 North 147.0 1.86 37 12/3/2010 10 1476 18:34:20 13:34:20 North 146.7 1.86 37 12/3/2010 10 1477 18:34:28 13:34:28 North 146.2 1.86 37 12/3/2010 10 1478 18:34:35 13:34:35 North 145.5 1.86 37 12/3/2010 10 1479 18:34:42 13:34:42 North 144.9 1.86 37 12/3/2010 10 1480 18:34:49 13:34:49 North 144.6 1.86 36.9 12/3/2010 10 1481 18:34:56 13:34:56 North 144.5 1.86 36.9 12/3/2010 10 1482 18:35:03 13:35:03 North 144.9 1.86 36.9 12/3/2010 10 1483 18:35:11 13:35:11 North 145.5 1.86 36.9 12/3/2010 10 1484 18:35:18 13:35:18 North 146.3 1.86 36.9 12/3/2010 10 1485 18:35:25 13:35:25 North 146.8 1.86 36.9 12/3/2010 10 1486 18:35:32 13:35:32 North 147.1 1.86 36.9 12/3/2010 10 1487 18:35:39 13:35:39 North 147.0 1.86 36.9 12/3/2010 10 1488 18:35:46 13:35:46 North 146.8 1.86 36.9 12/3/2010 10 1489 18:35:53 13:35:53 North 146.5 1.86 36.8 12/3/2010 10 1490 18:36:00 13:36:00 North 146.2 1.86 36.8 12/3/2010 10 1491 18:36:07 13:36:07 North 145.8 1.86 36.8 12/3/2010 10 1492 18:36:14 13:36:14 North 145.6 1.87 36.8 12/3/2010 10 1493 18:36:22 13:36:22 North 145.7 1.87 36.8 12/3/2010 10 1494 18:36:29 13:36:29 North 146.2 1.87 36.8 12/3/2010 10 1495 18:36:36 13:36:36 North 146.6 1.87 36.8 12/3/2010 10 1496 18:36:43 13:36:43 North 146.5 1.87 36.8 12/3/2010 10 1497 18:36:50 13:36:50 North 146.2 1.87 36.7 12/3/2010 10 1498 18:36:57 13:36:57 North 145.9 1.87 36.7 12/3/2010 10 1499 18:37:04 13:37:04 North 145.7 1.87 36.7 12/3/2010 10 1500 18:37:11 13:37:11 North 145.7 1.87 36.7 12/3/2010 10 1501 18:37:18 13:37:18 North 145.6 1.87 36.7 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 141 of 330 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. 12/3/2010 10 1502 18:37:26 13:37:26 North 145.6 1.87 36.6 12/3/2010 10 1503 18:37:33 13:37:33 North 145.6 1.87 36.6 12/3/2010 10 1504 18:37:40 13:37:40 North 145.6 1.87 36.6 12/3/2010 10 1505 18:37:47 13:37:47 North 145.6 1.87 36.6 12/3/2010 10 1506 18:37:54 13:37:54 North 145.6 1.87 36.6 12/3/2010 10 1507 18:38:01 13:38:01 North 146.0 1.87 36.6 12/3/2010 10 1508 18:38:08 13:38:08 North 146.0 1.87 36.6 12/3/2010 10 1509 18:38:16 13:38:16 North 145.9 1.87 36.6 12/3/2010 10 1510 18:38:23 13:38:23 North 145.6 1.87 36.5 12/3/2010 10 1511 18:38:30 13:38:30 North 145.1 1.87 36.5 12/3/2010 10 1512 18:38:37 13:38:37 North 144.7 1.87 36.5 12/3/2010 10 1513 18:38:44 13:38:44 North 144.8 1.87 36.5 12/3/2010 10 1514 18:38:51 13:38:51 North 145.1 1.87 36.5 12/3/2010 10 1515 18:38:59 13:38:59 North 145.3 1.87 36.5 12/3/2010 10 1516 18:39:06 13:39:06 North 145.1 1.87 36.5 12/3/2010 10 1517 18:39:13 13:39:13 North 144.7 1.87 36.5 12/3/2010 10 1518 18:39:20 13:39:20 North 144.3 1.87 36.4 12/3/2010 9 1519 18:42:43 13:42:43 South 173.9 1.87 36.1 12/3/2010 9 1520 18:42:49 13:42:49 South 173.5 1.87 36.1 12/3/2010 9 1521 18:42:55 13:42:55 South 173.1 1.87 36.1 12/3/2010 9 1522 18:43:01 13:43:01 South 172.9 1.87 36.1 12/3/2010 9 1523 18:43:07 13:43:07 South 172.9 1.87 36.1 12/3/2010 9 1524 18:43:13 13:43:13 South 172.9 1.87 36.1 12/3/2010 9 1525 18:43:19 13:43:19 South 172.9 1.87 36.1 12/3/2010 9 1526 18:43:25 13:43:25 South 172.9 1.87 36.1 12/3/2010 9 1527 18:43:31 13:43:31 South 173.0 1.87 36.1 12/3/2010 9 1528 18:43:37 13:43:37 South 173.1 1.87 36.1 12/3/2010 9 1529 18:43:43 13:43:43 South 173.2 1.87 36.1 12/3/2010 9 1530 18:43:49 13:43:49 South 173.2 1.87 36.1 12/3/2010 9 1531 18:43:55 13:43:55 South 173.0 1.87 36.1 12/3/2010 9 1532 18:44:01 13:44:01 South 172.8 1.87 36.1 12/3/2010 9 1533 18:44:07 13:44:07 South 172.6 1.87 36.1 12/3/2010 9 1534 18:44:13 13:44:13 South 172.6 1.87 36.1 12/3/2010 9 1535 18:44:19 13:44:19 South 172.7 1.87 36 12/3/2010 9 1536 18:44:25 13:44:25 South 172.6 1.87 36 12/3/2010 9 1537 18:44:31 13:44:31 South 172.1 1.87 36 12/3/2010 9 1538 18:44:37 13:44:37 South 171.4 1.87 36 12/3/2010 9 1539 18:44:43 13:44:43 South 170.8 1.87 36 12/3/2010 9 1540 18:44:50 13:44:50 South 170.6 1.87 36 12/3/2010 9 1541 18:44:56 13:44:56 South 170.7 1.87 36 12/3/2010 9 1542 18:45:02 13:45:02 South 171.1 1.87 36 12/3/2010 9 1543 18:45:08 13:45:08 South 171.6 1.87 36 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 142 of 330 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. 12/3/2010 9 1544 18:45:14 13:45:14 South 172.1 1.87 36 12/3/2010 9 1545 18:45:20 13:45:20 South 172.3 1.87 36 12/3/2010 9 1546 18:45:26 13:45:26 South 172.4 1.87 36 12/3/2010 9 1547 18:45:32 13:45:32 South 172.6 1.87 36 12/3/2010 9 1548 18:45:38 13:45:38 South 172.7 1.87 36 12/3/2010 9 1549 18:45:44 13:45:44 South 172.5 1.87 36 12/3/2010 9 1550 18:45:50 13:45:50 South 172.3 1.87 36 12/3/2010 9 1551 18:45:56 13:45:56 South 171.9 1.87 36 12/3/2010 9 1552 18:46:02 13:46:02 South 171.5 1.87 36 12/3/2010 9 1553 18:46:08 13:46:08 South 171.0 1.87 36 12/3/2010 9 1554 18:46:14 13:46:14 South 170.7 1.87 36 12/3/2010 9 1555 18:46:20 13:46:20 South 170.6 1.87 35.9 12/3/2010 9 1556 18:46:26 13:46:26 South 170.6 1.87 35.9 12/3/2010 9 1557 18:46:33 13:46:33 South 170.9 1.87 35.9 12/3/2010 9 1558 18:46:39 13:46:39 South 171.4 1.87 35.9 12/3/2010 9 1559 18:46:45 13:46:45 South 172.0 1.87 35.9 12/3/2010 9 1560 18:46:51 13:46:51 South 172.6 1.87 35.9 12/3/2010 9 1561 18:46:57 13:46:57 South 173.0 1.87 35.9 12/3/2010 9 1562 18:47:03 13:47:03 South 173.1 1.87 35.9 12/3/2010 9 1563 18:47:09 13:47:09 South 172.9 1.87 35.9 12/3/2010 9 1564 18:47:15 13:47:15 South 172.6 1.87 35.9 12/3/2010 9 1565 18:47:21 13:47:21 South 172.0 1.87 35.9 12/3/2010 9 1566 18:47:27 13:47:27 South 171.5 1.87 35.9 12/3/2010 9 1567 18:47:33 13:47:33 South 171.2 1.87 35.9 12/3/2010 9 1568 18:47:39 13:47:39 South 171.2 1.87 35.9 12/3/2010 9 1569 18:47:45 13:47:45 South 171.6 1.87 35.9 12/3/2010 9 1570 18:47:51 13:47:51 South 172.2 1.87 35.9 12/3/2010 9 1571 18:47:57 13:47:57 South 172.8 1.87 35.9 12/3/2010 9 1572 18:48:03 13:48:03 South 173.3 1.87 35.9 12/3/2010 9 1573 18:48:09 13:48:09 South 173.5 1.87 35.9 12/3/2010 9 1574 18:48:15 13:48:15 South 173.5 1.87 35.9 12/3/2010 9 1575 18:48:21 13:48:21 South 173.3 1.87 35.8 12/3/2010 9 1576 18:48:27 13:48:27 South 173.0 1.87 35.8 12/3/2010 9 1577 18:48:33 13:48:33 South 172.6 1.87 35.8 12/3/2010 9 1578 18:48:39 13:48:39 South 172.2 1.87 35.8 12/3/2010 9 1579 18:48:45 13:48:45 South 172.0 1.87 35.8 12/3/2010 9 1580 18:48:51 13:48:51 South 172.1 1.87 35.8 12/3/2010 9 1581 18:48:57 13:48:57 South 172.2 1.87 35.8 12/3/2010 9 1582 18:49:03 13:49:03 South 172.2 1.87 35.8 12/3/2010 9 1583 18:49:09 13:49:09 South 172.4 1.87 35.8 12/3/2010 9 1584 18:49:15 13:49:15 South 172.4 1.87 35.8 12/3/2010 9 1585 18:49:21 13:49:21 South 172.3 1.87 35.8 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 143 of 330 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. 12/3/2010 9 1586 18:49:27 13:49:27 South 172.1 1.87 35.8 12/3/2010 9 1587 18:49:34 13:49:34 South 171.7 1.87 35.8 12/3/2010 9 1588 18:49:40 13:49:40 South 171.6 1.87 35.8 12/3/2010 9 1589 18:49:46 13:49:46 South 171.6 1.87 35.8 12/3/2010 9 1590 18:49:52 13:49:52 South 171.7 1.87 35.8 12/3/2010 9 1591 18:49:58 13:49:58 South 172.0 1.87 35.8 12/3/2010 9 1592 18:50:04 13:50:04 South 172.3 1.87 35.8 12/3/2010 9 1593 18:50:10 13:50:10 South 172.7 1.87 35.8 12/3/2010 9 1594 18:50:16 13:50:16 South 172.7 1.87 35.8 12/3/2010 9 1595 18:50:22 13:50:22 South 172.5 1.87 35.7 12/3/2010 9 1596 18:50:28 13:50:28 South 172.6 1.87 35.7 12/3/2010 9 1597 18:50:34 13:50:34 South 172.8 1.87 35.7 12/3/2010 9 1598 18:50:40 13:50:40 South 172.9 1.87 35.7 12/3/2010 9 1599 18:50:46 13:50:46 South 173.1 1.87 35.7 12/3/2010 9 1600 18:50:52 13:50:52 South 173.3 1.87 35.7 12/3/2010 9 1601 18:50:58 13:50:58 South 173.4 1.87 35.7 12/3/2010 9 1602 18:51:04 13:51:04 South 173.3 1.87 35.7 12/3/2010 9 1603 18:51:10 13:51:10 South 172.9 1.87 35.7 12/3/2010 9 1604 18:51:16 13:51:16 South 172.5 1.87 35.7 12/3/2010 9 1605 18:51:22 13:51:22 South 172.1 1.87 35.7 12/3/2010 9 1606 18:51:28 13:51:28 South 172.0 1.87 35.7 12/3/2010 9 1607 18:51:34 13:51:34 South 172.3 1.87 35.7 12/3/2010 9 1608 18:51:40 13:51:40 South 172.7 1.87 35.7 12/3/2010 9 1609 18:51:46 13:51:46 South 173.4 1.87 35.7 12/3/2010 9 1610 18:51:52 13:51:52 South 174.0 1.87 35.7 12/3/2010 9 1611 18:51:58 13:51:58 South 174.4 1.87 35.7 12/3/2010 9 1612 18:52:04 13:52:04 South 174.3 1.87 35.7 12/3/2010 9 1613 18:52:10 13:52:10 South 174.1 1.87 35.7 12/3/2010 9 1614 18:52:16 13:52:16 South 173.9 1.87 35.7 12/3/2010 9 1615 18:52:22 13:52:22 South 173.3 1.87 35.6 12/3/2010 9 1616 18:52:28 13:52:28 South 173.1 1.87 35.6 12/3/2010 9 1617 18:52:34 13:52:34 South 173.0 1.87 35.6 12/3/2010 9 1618 18:52:40 13:52:40 South 173.0 1.87 35.6 12/3/2010 9 1619 18:52:46 13:52:46 South 172.9 1.87 35.6 12/3/2010 9 1620 18:52:52 13:52:52 South 173.0 1.87 35.6 12/3/2010 9 1621 18:52:58 13:52:58 South 173.2 1.87 35.6 12/3/2010 9 1622 18:53:04 13:53:04 South 173.2 1.87 35.6 12/3/2010 9 1623 18:53:10 13:53:10 South 173.0 1.87 35.6 12/3/2010 9 1624 18:53:16 13:53:16 South 172.9 1.87 35.6 12/3/2010 9 1625 18:53:22 13:53:22 South 172.7 1.87 35.6 12/3/2010 9 1626 18:53:28 13:53:28 South 172.5 1.87 35.6 12/3/2010 9 1627 18:53:34 13:53:34 South 172.3 1.87 35.6 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 144 of 330 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. 12/3/2010 9 1628 18:53:40 13:53:40 South 172.2 1.87 35.6 12/3/2010 9 1629 18:53:46 13:53:46 South 172.2 1.87 35.6 12/3/2010 9 1630 18:53:52 13:53:52 South 172.3 1.87 35.5 12/3/2010 9 1631 18:53:58 13:53:58 South 172.3 1.87 35.5 12/3/2010 9 1632 18:54:04 13:54:04 South 172.5 1.87 35.5 12/3/2010 9 1633 18:54:10 13:54:10 South 172.7 1.87 35.5 12/3/2010 9 1634 18:54:16 13:54:16 South 172.8 1.86 35.5 12/3/2010 9 1635 18:54:22 13:54:22 South 172.7 1.86 35.5 12/3/2010 9 1636 18:54:28 13:54:28 South 172.5 1.86 35.5 12/3/2010 9 1637 18:54:34 13:54:34 South 172.3 1.86 35.5 12/3/2010 9 1638 18:54:40 13:54:40 South 172.3 1.86 35.5 12/3/2010 8 1639 18:58:43 13:58:43 North 144.4 1.86 35.1 12/3/2010 8 1640 18:58:50 13:58:50 North 144.3 1.85 35 12/3/2010 8 1641 18:58:57 13:58:57 North 143.6 1.85 35 12/3/2010 8 1642 18:59:05 13:59:05 North 143.2 1.85 35 12/3/2010 8 1643 18:59:12 13:59:12 North 143.3 1.85 35 12/3/2010 8 1644 18:59:19 13:59:19 North 143.2 1.85 34.9 12/3/2010 8 1645 18:59:26 13:59:26 North 143.2 1.85 34.9 12/3/2010 8 1646 18:59:34 13:59:34 North 143.2 1.85 34.9 12/3/2010 8 1647 18:59:41 13:59:41 North 143.3 1.85 34.9 12/3/2010 8 1648 18:59:48 13:59:48 North 143.4 1.85 34.9 12/3/2010 8 1649 18:59:56 13:59:56 North 143.6 1.85 34.9 12/3/2010 8 1650 19:00:03 14:00:03 North 143.8 1.85 34.9 12/3/2010 8 1651 19:00:10 14:00:10 North 143.7 1.85 34.9 12/3/2010 8 1652 19:00:17 14:00:17 North 143.1 1.85 34.9 12/3/2010 8 1653 19:00:25 14:00:25 North 142.5 1.85 34.8 12/3/2010 8 1654 19:00:32 14:00:32 North 142.2 1.85 34.8 12/3/2010 8 1655 19:00:39 14:00:39 North 142.2 1.85 34.8 12/3/2010 8 1656 19:00:46 14:00:46 North 142.6 1.85 34.8 12/3/2010 8 1657 19:00:54 14:00:54 North 142.9 1.85 34.7 12/3/2010 8 1658 19:01:01 14:01:01 North 143.2 1.85 34.7 12/3/2010 8 1659 19:01:08 14:01:08 North 143.4 1.85 34.7 12/3/2010 8 1660 19:01:15 14:01:15 North 143.4 1.85 34.7 12/3/2010 8 1661 19:01:23 14:01:23 North 143.0 1.85 34.7 12/3/2010 8 1662 19:01:30 14:01:30 North 142.3 1.85 34.7 12/3/2010 8 1663 19:01:37 14:01:37 North 141.6 1.85 34.7 12/3/2010 8 1664 19:01:45 14:01:45 North 141.4 1.85 34.7 12/3/2010 8 1665 19:01:52 14:01:52 North 141.4 1.85 34.6 12/3/2010 8 1666 19:01:59 14:01:59 North 141.5 1.85 34.6 12/3/2010 8 1667 19:02:07 14:02:07 North 142.5 1.85 34.6 12/3/2010 8 1668 19:02:14 14:02:14 North 143.3 1.85 34.6 12/3/2010 8 1669 19:02:21 14:02:21 North 143.4 1.85 34.5 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 145 of 330 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. 12/3/2010 8 1670 19:02:29 14:02:29 North 143.2 1.85 34.5 12/3/2010 8 1671 19:02:36 14:02:36 North 142.8 1.84 34.5 12/3/2010 8 1672 19:02:43 14:02:43 North 142.7 1.84 34.5 12/3/2010 8 1673 19:02:50 14:02:50 North 143.0 1.84 34.4 12/3/2010 8 1674 19:02:58 14:02:58 North 143.1 1.84 34.4 12/3/2010 8 1675 19:03:05 14:03:05 North 143.2 1.84 34.4 12/3/2010 8 1676 19:03:12 14:03:12 North 143.2 1.84 34.4 12/3/2010 8 1677 19:03:19 14:03:19 North 143.1 1.84 34.4 12/3/2010 8 1678 19:03:27 14:03:27 North 142.9 1.84 34.4 12/3/2010 8 1679 19:03:34 14:03:34 North 142.7 1.84 34.4 12/3/2010 8 1680 19:03:41 14:03:41 North 142.6 1.84 34.4 12/3/2010 8 1681 19:03:49 14:03:49 North 143.3 1.84 34.4 12/3/2010 8 1682 19:03:56 14:03:56 North 144.1 1.84 34.3 12/3/2010 8 1683 19:04:03 14:04:03 North 144.4 1.84 34.3 12/3/2010 8 1684 19:04:10 14:04:10 North 144.1 1.84 34.3 12/3/2010 8 1685 19:04:17 14:04:17 North 144.0 1.84 34.3 12/3/2010 8 1686 19:04:25 14:04:25 North 144.2 1.6 34.2 12/3/2010 8 1687 19:04:32 14:04:32 North 144.2 1.6 34.2 12/3/2010 8 1688 19:04:39 14:04:39 North 143.9 1.6 34.2 12/3/2010 8 1689 19:04:46 14:04:46 North 143.5 1.6 34.2 12/3/2010 8 1690 19:04:54 14:04:54 North 142.6 1.6 34.2 12/3/2010 8 1691 19:05:01 14:05:01 North 141.6 1.6 34.2 12/3/2010 8 1692 19:05:08 14:05:08 North 140.9 1.6 34.2 12/3/2010 8 1693 19:05:16 14:05:16 North 140.7 1.61 34.2 12/3/2010 8 1694 19:05:23 14:05:23 North 141.9 1.61 34.1 12/3/2010 8 1695 19:05:30 14:05:30 North 143.0 1.61 34.1 12/3/2010 8 1696 19:05:38 14:05:38 North 143.2 1.61 34.1 12/3/2010 8 1697 19:05:45 14:05:45 North 143.4 1.61 34.1 12/3/2010 8 1698 19:05:52 14:05:52 North 143.5 1.61 34 12/3/2010 8 1699 19:05:59 14:05:59 North 143.2 1.61 34 12/3/2010 8 1700 19:06:07 14:06:07 North 142.8 1.61 34 12/3/2010 8 1701 19:06:14 14:06:14 North 142.5 1.61 34 12/3/2010 8 1702 19:06:21 14:06:21 North 142.3 1.61 33.9 12/3/2010 8 1703 19:06:28 14:06:28 North 142.3 1.61 33.9 12/3/2010 8 1704 19:06:36 14:06:36 North 142.2 1.61 33.9 12/3/2010 8 1705 19:06:43 14:06:43 North 142.1 1.61 33.9 12/3/2010 8 1706 19:06:50 14:06:50 North 142.7 1.61 33.9 12/3/2010 8 1707 19:06:58 14:06:58 North 143.5 1.61 33.9 12/3/2010 8 1708 19:07:05 14:07:05 North 144.1 1.61 33.9 12/3/2010 8 1709 19:07:12 14:07:12 North 144.4 1.62 33.9 12/3/2010 8 1710 19:07:19 14:07:19 North 144.2 1.62 33.8 12/3/2010 8 1711 19:07:27 14:07:27 North 143.6 1.62 33.8 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 146 of 330 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. 12/3/2010 8 1712 19:07:34 14:07:34 North 142.9 1.62 33.8 12/3/2010 8 1713 19:07:41 14:07:41 North 142.5 1.62 33.8 12/3/2010 8 1714 19:07:48 14:07:48 North 142.5 1.62 33.8 12/3/2010 8 1715 19:07:56 14:07:56 North 142.7 1.62 33.7 12/3/2010 8 1716 19:08:03 14:08:03 North 143.2 1.62 33.7 12/3/2010 8 1717 19:08:10 14:08:10 North 144.3 1.62 33.7 12/3/2010 8 1718 19:08:17 14:08:17 North 145.4 1.62 33.7 12/3/2010 8 1719 19:08:24 14:08:24 North 146.3 1.62 33.7 12/3/2010 8 1720 19:08:32 14:08:32 North 146.8 1.62 33.7 12/3/2010 8 1721 19:08:39 14:08:39 North 146.7 1.62 33.7 12/3/2010 8 1722 19:08:46 14:08:46 North 146.6 1.62 33.7 12/3/2010 8 1723 19:08:53 14:08:53 North 146.4 1.62 33.6 12/3/2010 8 1724 19:09:00 14:09:00 North 146.3 1.62 33.6 12/3/2010 8 1725 19:09:07 14:09:07 North 145.9 1.62 33.6 12/3/2010 8 1726 19:09:14 14:09:14 North 145.6 1.63 33.6 12/3/2010 8 1727 19:09:21 14:09:21 North 145.0 1.63 33.5 12/3/2010 8 1728 19:09:28 14:09:28 North 145.1 1.63 33.5 12/3/2010 8 1729 19:09:36 14:09:36 North 145.7 1.63 33.5 12/3/2010 8 1730 19:09:43 14:09:43 North 146.4 1.63 33.5 12/3/2010 8 1731 19:09:50 14:09:50 North 146.7 1.63 33.4 12/3/2010 8 1732 19:09:57 14:09:57 North 146.7 1.63 33.4 12/3/2010 8 1733 19:10:04 14:10:04 North 146.8 1.63 33.4 12/3/2010 8 1734 19:10:11 14:10:11 North 146.9 1.63 33.4 12/3/2010 8 1735 19:10:18 14:10:18 North 147.0 1.63 33.4 12/3/2010 8 1736 19:10:25 14:10:25 North 146.6 1.63 33.4 12/3/2010 8 1737 19:10:32 14:10:32 North 146.2 1.63 33.4 12/3/2010 8 1738 19:10:39 14:10:39 North 145.6 1.63 33.4 12/3/2010 7 1739 19:14:05 14:14:05 South 166.7 1.32 33 12/3/2010 7 1740 19:14:11 14:14:11 South 167.4 1.32 33 12/3/2010 7 1741 19:14:17 14:14:17 South 168.7 1.32 33 12/3/2010 7 1742 19:14:23 14:14:23 South 169.0 1.32 32.9 12/3/2010 7 1743 19:14:30 14:14:30 South 169.4 1.32 32.9 12/3/2010 7 1744 19:14:36 14:14:36 South 169.8 1.32 32.9 12/3/2010 7 1745 19:14:42 14:14:42 South 169.9 1.32 32.9 12/3/2010 7 1746 19:14:48 14:14:48 South 170.0 1.32 32.9 12/3/2010 7 1747 19:14:54 14:14:54 South 170.1 1.32 32.9 12/3/2010 7 1748 19:15:00 14:15:00 South 170.2 1.32 32.9 12/3/2010 7 1749 19:15:06 14:15:06 South 170.3 1.32 32.9 12/3/2010 7 1750 19:15:12 14:15:12 South 170.3 1.32 32.9 12/3/2010 7 1751 19:15:19 14:15:19 South 169.9 1.32 32.9 12/3/2010 7 1752 19:15:25 14:15:25 South 169.5 1.32 32.8 12/3/2010 7 1753 19:15:31 14:15:31 South 169.3 1.32 32.8 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 147 of 330 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. 12/3/2010 7 1754 19:15:37 14:15:37 South 169.1 1.32 32.8 12/3/2010 7 1755 19:15:43 14:15:43 South 169.3 1.33 32.8 12/3/2010 7 1756 19:15:49 14:15:49 South 169.6 1.33 32.8 12/3/2010 7 1757 19:15:55 14:15:55 South 169.8 1.33 32.8 12/3/2010 7 1758 19:16:01 14:16:01 South 170.1 1.33 32.8 12/3/2010 7 1759 19:16:08 14:16:08 South 170.2 1.33 32.8 12/3/2010 7 1760 19:16:14 14:16:14 South 170.0 1.33 32.8 12/3/2010 7 1761 19:16:20 14:16:20 South 169.8 1.33 32.8 12/3/2010 7 1762 19:16:26 14:16:26 South 169.5 1.33 32.8 12/3/2010 7 1763 19:16:32 14:16:32 South 169.2 1.33 32.8 12/3/2010 7 1764 19:16:38 14:16:38 South 168.9 1.33 32.8 12/3/2010 7 1765 19:16:44 14:16:44 South 168.7 1.33 32.8 12/3/2010 7 1766 19:16:51 14:16:51 South 168.8 1.33 32.7 12/3/2010 7 1767 19:16:57 14:16:57 South 169.1 1.33 32.7 12/3/2010 7 1768 19:17:03 14:17:03 South 169.6 1.33 32.7 12/3/2010 7 1769 19:17:09 14:17:09 South 170.2 1.33 32.7 12/3/2010 7 1770 19:17:15 14:17:15 South 170.8 1.33 32.7 12/3/2010 7 1771 19:17:21 14:17:21 South 171.0 1.33 32.7 12/3/2010 7 1772 19:17:27 14:17:27 South 171.4 1.33 32.7 12/3/2010 7 1773 19:17:33 14:17:33 South 171.8 1.33 32.7 12/3/2010 7 1774 19:17:39 14:17:39 South 172.1 1.33 32.7 12/3/2010 7 1775 19:17:45 14:17:45 South 172.1 1.33 32.7 12/3/2010 7 1776 19:17:51 14:17:51 South 172.0 1.33 32.6 12/3/2010 7 1777 19:17:57 14:17:57 South 171.9 1.33 32.6 12/3/2010 7 1778 19:18:03 14:18:03 South 171.6 1.33 32.6 12/3/2010 7 1779 19:18:10 14:18:10 South 171.4 1.33 32.6 12/3/2010 7 1780 19:18:16 14:18:16 South 171.3 1.33 32.6 12/3/2010 7 1781 19:18:22 14:18:22 South 171.4 1.33 32.6 12/3/2010 7 1782 19:18:28 14:18:28 South 171.8 1.33 32.6 12/3/2010 7 1783 19:18:34 14:18:34 South 172.2 1.34 32.6 12/3/2010 7 1784 19:18:40 14:18:40 South 172.8 1.34 32.6 12/3/2010 7 1785 19:18:46 14:18:46 South 173.1 1.34 32.6 12/3/2010 7 1786 19:18:52 14:18:52 South 173.2 1.34 32.6 12/3/2010 7 1787 19:18:58 14:18:58 South 173.2 1.34 32.6 12/3/2010 7 1788 19:19:04 14:19:04 South 173.0 1.34 32.6 12/3/2010 7 1789 19:19:10 14:19:10 South 173.0 1.34 32.6 12/3/2010 7 1790 19:19:16 14:19:16 South 173.2 1.34 32.6 12/3/2010 7 1791 19:19:22 14:19:22 South 173.5 1.34 32.5 12/3/2010 7 1792 19:19:28 14:19:28 South 173.9 1.34 32.5 12/3/2010 7 1793 19:19:34 14:19:34 South 174.3 1.34 32.5 12/3/2010 7 1794 19:19:40 14:19:40 South 174.8 1.34 32.5 12/3/2010 7 1795 19:19:46 14:19:46 South 175.2 1.34 32.5 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 148 of 330 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. 12/3/2010 7 1796 19:19:52 14:19:52 South 175.3 1.34 32.5 12/3/2010 7 1797 19:19:58 14:19:58 South 175.1 1.34 32.5 12/3/2010 7 1798 19:20:04 14:20:04 South 174.6 1.34 32.5 12/3/2010 7 1799 19:20:10 14:20:10 South 174.5 1.34 32.5 12/3/2010 7 1800 19:20:15 14:20:15 South 174.4 1.34 32.5 12/3/2010 7 1801 19:20:21 14:20:21 South 174.5 1.34 32.5 12/3/2010 7 1802 19:20:27 14:20:27 South 174.7 1.34 32.5 12/3/2010 7 1803 19:20:33 14:20:33 South 175.0 1.34 32.5 12/3/2010 7 1804 19:20:39 14:20:39 South 175.4 1.34 32.5 12/3/2010 7 1805 19:20:45 14:20:45 South 175.7 1.34 32.5 12/3/2010 7 1806 19:20:51 14:20:51 South 176.0 1.34 32.4 12/3/2010 7 1807 19:20:57 14:20:57 South 176.0 1.34 32.4 12/3/2010 7 1808 19:21:03 14:21:03 South 176.0 1.34 32.4 12/3/2010 7 1809 19:21:09 14:21:09 South 175.8 1.34 32.4 12/3/2010 7 1810 19:21:15 14:21:15 South 175.5 1.34 32.4 12/3/2010 7 1811 19:21:21 14:21:21 South 175.2 1.35 32.4 12/3/2010 7 1812 19:21:27 14:21:27 South 175.0 1.35 32.4 12/3/2010 7 1813 19:21:33 14:21:33 South 174.9 1.35 32.4 12/3/2010 7 1814 19:21:39 14:21:39 South 174.9 1.35 32.4 12/3/2010 7 1815 19:21:44 14:21:44 South 175.1 1.35 32.4 12/3/2010 7 1816 19:21:50 14:21:50 South 175.3 1.35 32.3 12/3/2010 7 1817 19:21:56 14:21:56 South 175.3 1.35 32.3 12/3/2010 7 1818 19:22:02 14:22:02 South 175.1 1.35 32.3 12/3/2010 7 1819 19:22:08 14:22:08 South 174.7 1.35 32.3 12/3/2010 7 1820 19:22:14 14:22:14 South 174.1 1.35 32.3 12/3/2010 7 1821 19:22:20 14:22:20 South 173.6 1.35 32.3 12/3/2010 7 1822 19:22:26 14:22:26 South 173.2 1.35 32.3 12/3/2010 7 1823 19:22:32 14:22:32 South 172.8 1.35 32.3 12/3/2010 7 1824 19:22:38 14:22:38 South 172.6 1.35 32.3 12/3/2010 7 1825 19:22:44 14:22:44 South 172.4 1.35 32.3 12/3/2010 7 1826 19:22:50 14:22:50 South 172.4 1.35 32.3 12/3/2010 7 1827 19:22:56 14:22:56 South 172.4 1.35 32.3 12/3/2010 7 1828 19:23:02 14:23:02 South 172.6 1.35 32.3 12/3/2010 7 1829 19:23:08 14:23:08 South 172.7 1.35 32.3 12/3/2010 7 1830 19:23:14 14:23:14 South 173.1 1.35 32.3 12/3/2010 7 1831 19:23:20 14:23:20 South 173.6 1.35 32.2 12/3/2010 7 1832 19:23:26 14:23:26 South 173.7 1.35 32.2 12/3/2010 6 1833 19:27:05 14:27:05 North 139.6 1.36 31.8 12/3/2010 6 1834 19:27:12 14:27:12 North 139.8 1.36 31.8 12/3/2010 6 1835 19:27:20 14:27:20 North 139.9 1.37 31.7 12/3/2010 6 1836 19:27:27 14:27:27 North 140.1 1.37 31.7 12/3/2010 6 1837 19:27:34 14:27:34 North 140.1 1.37 31.7 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 149 of 330 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. 12/3/2010 6 1838 19:27:42 14:27:42 North 140.2 1.37 31.7 12/3/2010 6 1839 19:27:49 14:27:49 North 140.3 1.37 31.6 12/3/2010 6 1840 19:27:57 14:27:57 North 140.4 1.37 31.6 12/3/2010 6 1841 19:28:04 14:28:04 North 140.5 1.37 31.6 12/3/2010 6 1842 19:28:11 14:28:11 North 140.5 1.37 31.6 12/3/2010 6 1843 19:28:19 14:28:19 North 140.1 1.37 31.6 12/3/2010 6 1844 19:28:26 14:28:26 North 139.3 1.37 31.6 12/3/2010 6 1845 19:28:34 14:28:34 North 138.6 1.37 31.6 12/3/2010 6 1846 19:28:41 14:28:41 North 138.4 1.37 31.6 12/3/2010 6 1847 19:28:49 14:28:49 North 139.5 1.37 31.6 12/3/2010 6 1848 19:28:56 14:28:56 North 140.0 1.37 31.5 12/3/2010 6 1849 19:29:04 14:29:04 North 140.1 1.37 31.5 12/3/2010 6 1850 19:29:11 14:29:11 North 140.2 1.37 31.5 12/3/2010 6 1851 19:29:18 14:29:18 North 140.5 1.37 31.5 12/3/2010 6 1852 19:29:26 14:29:26 North 140.7 1.37 31.4 12/3/2010 6 1853 19:29:33 14:29:33 North 140.5 1.37 31.4 12/3/2010 6 1854 19:29:41 14:29:41 North 140.0 1.37 31.4 12/3/2010 6 1855 19:29:48 14:29:48 North 139.7 1.37 31.4 12/3/2010 6 1856 19:29:56 14:29:56 North 139.1 1.37 31.3 12/3/2010 6 1857 19:30:03 14:30:03 North 138.6 1.37 31.3 12/3/2010 6 1858 19:30:11 14:30:11 North 138.9 1.37 31.3 12/3/2010 6 1859 19:30:18 14:30:18 North 139.4 1.37 31.3 12/3/2010 6 1860 19:30:25 14:30:25 North 140.2 1.37 31.2 12/3/2010 6 1861 19:30:33 14:30:33 North 140.9 1.37 31.2 12/3/2010 6 1862 19:30:40 14:30:40 North 141.0 1.38 31.2 12/3/2010 6 1863 19:30:48 14:30:48 North 140.9 1.38 31.2 12/3/2010 6 1864 19:30:55 14:30:55 North 140.9 1.38 31.2 12/3/2010 6 1865 19:31:02 14:31:02 North 140.7 1.38 31.2 12/3/2010 6 1866 19:31:10 14:31:10 North 140.3 1.38 31.2 12/3/2010 6 1867 19:31:17 14:31:17 North 139.9 1.38 31.2 12/3/2010 6 1868 19:31:25 14:31:25 North 139.5 1.38 31.1 12/3/2010 6 1869 19:31:32 14:31:32 North 139.4 1.38 31.1 12/3/2010 6 1870 19:31:40 14:31:40 North 139.7 1.38 31.1 12/3/2010 6 1871 19:31:47 14:31:47 North 140.3 1.51 31.1 12/3/2010 6 1872 19:31:54 14:31:54 North 141.0 1.51 31 12/3/2010 6 1873 19:32:02 14:32:02 North 141.5 1.51 31 12/3/2010 6 1874 19:32:09 14:32:09 North 142.3 1.51 31 12/3/2010 6 1875 19:32:16 14:32:16 North 143.1 1.51 31 12/3/2010 6 1876 19:32:24 14:32:24 North 144.3 1.51 30.9 12/3/2010 6 1877 19:32:31 14:32:31 North 144.5 1.51 30.9 12/3/2010 6 1878 19:32:38 14:32:38 North 143.8 1.51 30.9 12/3/2010 6 1879 19:32:45 14:32:45 North 143.0 1.51 30.9 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 150 of 330 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. 12/3/2010 6 1880 19:32:53 14:32:53 North 142.6 1.52 30.8 12/3/2010 6 1881 19:33:00 14:33:00 North 142.5 1.52 30.8 12/3/2010 6 1882 19:33:07 14:33:07 North 142.4 1.52 30.8 12/3/2010 6 1883 19:33:14 14:33:14 North 142.3 1.52 30.8 12/3/2010 6 1884 19:33:22 14:33:22 North 142.5 1.52 30.8 12/3/2010 6 1885 19:33:29 14:33:29 North 142.8 1.52 30.8 12/3/2010 6 1886 19:33:36 14:33:36 North 143.0 1.52 30.8 12/3/2010 6 1887 19:33:44 14:33:44 North 143.2 1.52 30.8 12/3/2010 6 1888 19:33:51 14:33:51 North 143.4 1.52 30.7 12/3/2010 6 1889 19:33:58 14:33:58 North 143.7 1.52 30.7 12/3/2010 6 1890 19:34:05 14:34:05 North 144.0 1.52 30.7 12/3/2010 6 1891 19:34:12 14:34:12 North 144.2 1.52 30.7 12/3/2010 6 1892 19:34:20 14:34:20 North 144.4 1.52 30.6 12/3/2010 6 1893 19:34:27 14:34:27 North 144.3 1.53 30.6 12/3/2010 6 1894 19:34:34 14:34:34 North 144.2 1.53 30.6 12/3/2010 6 1895 19:34:41 14:34:41 North 144.2 1.53 30.6 12/3/2010 6 1896 19:34:49 14:34:49 North 143.8 1.53 30.6 12/3/2010 6 1897 19:34:56 14:34:56 North 143.5 1.53 30.5 12/3/2010 6 1898 19:35:03 14:35:03 North 143.3 1.53 30.5 12/3/2010 6 1899 19:35:10 14:35:10 North 143.8 1.53 30.5 12/3/2010 6 1900 19:35:17 14:35:17 North 144.5 1.53 30.5 12/3/2010 6 1901 19:35:25 14:35:25 North 145.0 1.53 30.4 12/3/2010 6 1902 19:35:32 14:35:32 North 145.3 1.53 30.4 12/3/2010 6 1903 19:35:39 14:35:39 North 145.2 1.53 30.4 12/3/2010 6 1904 19:35:46 14:35:46 North 144.8 1.53 30.4 12/3/2010 6 1905 19:35:53 14:35:53 North 144.1 1.53 30.3 12/3/2010 6 1906 19:36:01 14:36:01 North 143.2 1.54 30.3 12/3/2010 6 1907 19:36:08 14:36:08 North 142.5 1.54 30.3 12/3/2010 6 1908 19:36:15 14:36:15 North 142.6 1.54 30.3 12/3/2010 6 1909 19:36:22 14:36:22 North 143.1 1.54 30.3 12/3/2010 6 1910 19:36:30 14:36:30 North 144.0 1.54 30.3 12/3/2010 6 1911 19:36:37 14:36:37 North 144.2 1.54 30.3 12/3/2010 6 1912 19:36:44 14:36:44 North 144.0 1.54 30.3 12/3/2010 6 1913 19:36:51 14:36:51 North 143.6 1.54 30.2 12/3/2010 6 1914 19:36:59 14:36:59 North 143.0 1.54 30.2 12/3/2010 6 1915 19:37:06 14:37:06 North 143.1 1.54 30.2 12/3/2010 6 1916 19:37:13 14:37:13 North 143.3 1.54 30.2 12/3/2010 6 1917 19:37:20 14:37:20 North 143.4 1.54 30.1 12/3/2010 6 1918 19:37:28 14:37:28 North 143.9 1.54 30.1 12/3/2010 6 1919 19:37:35 14:37:35 North 144.4 1.55 30.1 12/3/2010 6 1920 19:37:42 14:37:42 North 144.6 1.55 30.1 12/3/2010 6 1921 19:37:49 14:37:49 North 144.6 1.55 30 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 151 of 330 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. 12/3/2010 6 1922 19:37:56 14:37:56 North 144.5 1.55 30 12/3/2010 6 1923 19:38:04 14:38:04 North 144.0 1.55 30 12/3/2010 6 1924 19:38:11 14:38:11 North 143.5 1.55 30 12/7/ 2010 Pilot: Mark Peterson Aircra ft: Cessn a Caravan 208 N682AC SYSOP: Dean Cole Sensor: UltraCam-X Date of Flight Frame Time Time Direction Ground GPS Sun Flight Line # Number UTC EST of Flight Speed kts PDOP Altitude 12/7/2010 1 1925 17:01:58 12:01:58 South 159.8 2.06 39 12/7/2010 1 1926 17:02:04 12:02:04 South 161.4 2.06 39 12/7/2010 1 1927 17:02:10 12:02:10 South 166.1 2.06 39 12/7/2010 1 1928 17:02:17 12:02:17 South 169.1 2.06 39 12/7/2010 1 1929 17:02:23 12:02:23 South 170.2 2.06 39 12/7/2010 1 1930 17:02:29 12:02:29 South 173.7 2.06 39 12/7/2010 1 1931 17:02:35 12:02:35 South 176.0 2.06 39 12/7/2010 1 1932 17:02:41 12:02:41 South 177.7 2.06 39 12/7/2010 1 1933 17:02:46 12:02:46 South 179.9 2.06 39 12/7/2010 1 1934 17:02:52 12:02:52 South 182.1 2.06 39 12/7/2010 1 1935 17:02:58 12:02:58 South 182.6 2.06 39 12/7/2010 1 1936 17:03:04 12:03:04 South 181.3 2.06 39 12/7/2010 1 1937 17:03:09 12:03:09 South 182.7 2.06 39 12/7/2010 1 1938 17:03:15 12:03:15 South 183.7 2.06 39 12/7/2010 1 1939 17:03:21 12:03:21 South 183.9 2.06 39 12/7/2010 1 1940 17:03:26 12:03:26 South 184.0 2.06 39.1 12/7/2010 1 1941 17:03:32 12:03:32 South 184.1 2.06 39.1 12/7/2010 1 1942 17:03:37 12:03:37 South 184.2 2.06 39.1 12/7/2010 1 1943 17:03:43 12:03:43 South 184.6 2.07 39.1 12/7/2010 1 1944 17:03:49 12:03:49 South 184.9 2.07 39.1 12/7/2010 1 1945 17:03:54 12:03:54 South 186.0 2.07 39.1 12/7/2010 1 1946 17:04:00 12:04:00 South 187.2 2.07 39.1 12/7/2010 1 1947 17:04:06 12:04:06 South 187.5 2.07 39.1 12/7/2010 2 1948 17:06:32 12:06:32 South 183.8 2.07 39.3 12/7/2010 2 1949 17:06:38 12:06:38 South 183.2 2.07 39.3 12/7/2010 2 1950 17:06:43 12:06:43 South 183.5 2.07 39.3 12/7/2010 2 1951 17:06:49 12:06:49 South 184.4 2.08 39.3 12/7/2010 2 1952 17:06:55 12:06:55 South 185.2 2.08 39.3 12/7/2010 2 1953 17:07:00 12:07:00 South 185.9 2.08 39.3 12/7/2010 2 1954 17:07:06 12:07:06 South 186.7 2.08 39.3 12/7/2010 2 1955 17:07:11 12:07:11 South 186.5 2.08 39.3 12/7/2010 2 1956 17:07:17 12:07:17 South 186.2 2.08 39.3 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 152 of 330 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. 12/7/2010 2 1957 17:07:22 12:07:22 South 185.4 2.08 39.3 12/7/2010 2 1958 17:07:28 12:07:28 South 185.1 2.08 39.4 12/7/2010 2 1959 17:07:34 12:07:34 South 185.9 2.08 39.4 12/7/2010 2 1960 17:07:39 12:07:39 South 187.6 2.08 39.4 12/7/2010 2 1961 17:07:45 12:07:45 South 188.6 2.08 39.4 12/7/2010 2 1962 17:07:50 12:07:50 South 189.3 2.08 39.4 12/7/2010 2 1963 17:07:56 12:07:56 South 186.5 2.08 39.4 12/7/2010 2 1964 17:08:01 12:08:01 South 185.1 2.08 39.4 12/7/2010 2 1965 17:08:07 12:08:07 South 185.5 2.08 39.4 12/7/2010 2 1966 17:08:13 12:08:13 South 186.7 2.08 39.4 12/7/2010 2 1967 17:08:18 12:08:18 South 186.8 2.08 39.4 12/7/2010 2 1968 17:08:24 12:08:24 South 185.5 2.08 39.4 12/7/2010 2 1969 17:08:29 12:08:29 South 185.5 2.08 39.4 12/7/2010 2 1970 17:08:35 12:08:35 South 185.8 2.08 39.4 12/7/2010 2 1971 17:08:41 12:08:41 South 186.0 2.08 39.4 12/7/2010 2 1972 17:08:46 12:08:46 South 185.3 2.08 39.4 12/7/2010 2 1973 17:08:52 12:08:52 South 184.1 2.08 39.4 12/7/2010 2 1974 17:08:57 12:08:57 South 184.0 2.08 39.5 12/7/2010 2 1975 17:09:03 12:09:03 South 185.1 2.08 39.5 12/7/2010 2 1976 17:09:09 12:09:09 South 186.0 2.08 39.5 12/7/2010 2 1977 17:09:14 12:09:14 South 186.5 2.08 39.5 12/7/2010 2 1978 17:09:20 12:09:20 South 186.4 2.08 39.5 12/7/2010 2 1979 17:09:25 12:09:25 South 186.6 2.08 39.5 12/7/2010 3 1980 17:14:11 12:14:11 North 131.7 2.08 39.6 12/7/2010 3 1981 17:14:19 12:14:19 North 133.6 2.08 39.6 12/7/2010 3 1982 17:14:26 12:14:26 North 133.7 2.08 39.6 12/7/2010 3 1983 17:14:34 12:14:34 North 133.7 2.08 39.6 12/7/2010 3 1984 17:14:42 12:14:42 North 135.8 2.08 39.6 12/7/2010 3 1985 17:14:49 12:14:49 North 137.9 2.08 39.6 12/7/2010 3 1986 17:14:57 12:14:57 North 136.5 2.08 39.6 12/7/2010 3 1987 17:15:05 12:15:05 North 136.7 2.08 39.6 12/7/2010 3 1988 17:15:12 12:15:12 North 139.2 2.08 39.6 12/7/2010 3 1989 17:15:20 12:15:20 North 140.0 2.08 39.6 12/7/2010 3 1990 17:15:27 12:15:27 North 138.5 2.08 39.6 12/7/2010 3 1991 17:15:35 12:15:35 North 134.4 2.08 39.6 12/7/2010 3 1992 17:15:42 12:15:42 North 134.5 2.08 39.6 12/7/2010 3 1993 17:15:50 12:15:50 North 136.5 2.08 39.6 12/7/2010 3 1994 17:15:58 12:15:58 North 138.2 2.08 39.5 12/7/2010 3 1995 17:16:05 12:16:05 North 139.5 2.08 39.5 12/7/2010 3 1996 17:16:13 12:16:13 North 136.2 2.08 39.5 12/7/2010 3 1997 17:16:20 12:16:20 North 134.0 2.08 39.5 12/7/2010 3 1998 17:16:28 12:16:28 North 133.7 2.08 39.5 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 153 of 330 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. 12/7/2010 3 1999 17:16:36 12:16:36 North 135.0 2.08 39.5 12/7/2010 3 2000 17:16:44 12:16:44 North 136.5 2.07 39.5 12/7/2010 3 2001 17:16:51 12:16:51 North 138.3 2.07 39.5 12/7/2010 3 2002 17:16:59 12:16:59 North 137.7 2.07 39.5 12/7/2010 3 2003 17:17:06 12:17:06 North 136.5 1.52 39.5 12/7/2010 3 2004 17:17:14 12:17:14 North 134.9 1.52 39.5 12/7/2010 3 2005 17:17:22 12:17:22 North 135.9 1.52 39.5 12/7/2010 3 2006 17:17:29 12:17:29 North 135.1 1.52 39.5 12/7/2010 3 2007 17:17:37 12:17:37 North 135.7 1.52 39.5 12/7/2010 3 2008 17:17:45 12:17:45 North 135.3 1.52 39.5 12/7/2010 3 2009 17:17:52 12:17:52 North 134.2 1.52 39.5 12/7/2010 3 2010 17:18:00 12:18:00 North 133.5 1.52 39.5 12/7/2010 3 2011 17:18:08 12:18:08 North 134.2 1.52 39.5 12/7/2010 3 2012 17:18:16 12:18:16 North 134.2 1.52 39.5 12/7/2010 3 2013 17:18:23 12:18:23 North 133.1 1.52 39.5 12/7/2010 3 2014 17:18:31 12:18:31 North 135.2 1.52 39.5 12/7/2010 3 2015 17:18:39 12:18:39 North 135.6 1.52 39.5 12/7/2010 3 2016 17:18:46 12:18:46 North 134.5 1.52 39.5 12/7/2010 3 2017 17:18:54 12:18:54 North 132.8 1.52 39.5 12/7/2010 3 2018 17:19:02 12:19:02 North 134.3 1.52 39.5 12/7/2010 3 2019 17:19:10 12:19:10 North 136.9 1.52 39.5 12/7/2010 3 2020 17:19:17 12:19:17 North 137.2 1.52 39.5 12/7/2010 3 2021 17:19:25 12:19:25 North 137.2 1.52 39.5 12/7/2010 3 2022 17:19:32 12:19:32 North 137.1 1.52 39.4 12/7/2010 3 2023 17:19:40 12:19:40 North 136.7 1.52 39.4 12/7/2010 3 2024 17:19:48 12:19:48 North 135.4 1.52 39.4 12/7/2010 3 2025 17:19:55 12:19:55 North 135.2 1.52 39.4 12/7/2010 3 2026 17:20:03 12:20:03 North 135.6 1.52 39.4 12/7/2010 3 2027 17:20:11 12:20:11 North 136.7 1.52 39.4 12/7/2010 3 2028 17:20:18 12:20:18 North 134.0 1.52 39.4 12/7/2010 3 2029 17:20:26 12:20:26 North 131.6 1.52 39.4 12/7/2010 3 2030 17:20:34 12:20:34 North 130.5 1.52 39.4 12/7/2010 3 2031 17:20:42 12:20:42 North 134.5 1.52 39.4 12/7/2010 3 2032 17:20:50 12:20:50 North 135.1 1.52 39.4 12/7/2010 3 2033 17:20:57 12:20:57 North 135.6 1.52 39.4 12/7/2010 3 2034 17:21:05 12:21:05 North 135.0 1.52 39.4 12/7/2010 3 2035 17:21:13 12:21:13 North 133.8 1.52 39.4 12/7/2010 3 2036 17:21:20 12:21:20 North 133.3 1.52 39.4 12/7/2010 3 2037 17:21:28 12:21:28 North 132.6 1.52 39.4 12/7/2010 3 2038 17:21:36 12:21:36 North 133.3 1.52 39.4 12/7/2010 3 2039 17:21:44 12:21:44 North 134.6 1.52 39.4 12/7/2010 3 2040 17:21:52 12:21:52 North 134.7 1.52 39.4 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 154 of 330 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. 12/7/2010 3 2041 17:21:59 12:21:59 North 134.7 1.52 39.4 12/7/2010 3 2042 17:22:07 12:22:07 North 135.4 1.52 39.4 12/7/2010 3 2043 17:22:15 12:22:15 North 135.2 1.52 39.4 12/7/2010 3 2044 17:22:22 12:22:22 North 134.9 1.53 39.4 12/7/2010 3 2045 17:22:30 12:22:30 North 136.1 1.53 39.3 12/7/2010 3 2046 17:22:38 12:22:38 North 137.1 1.53 39.3 12/7/2010 3 2047 17:22:45 12:22:45 North 135.7 1.53 39.3 12/7/2010 3 2048 17:22:53 12:22:53 North 135.0 1.53 39.3 12/7/2010 3 2049 17:23:01 12:23:01 North 135.0 1.53 39.3 12/7/2010 3 2050 17:23:08 12:23:08 North 135.4 1.53 39.3 12/7/2010 3 2051 17:23:16 12:23:16 North 135.2 1.53 39.3 12/7/2010 3 2052 17:23:24 12:23:24 North 134.9 1.53 39.3 12/7/2010 3 2053 17:23:32 12:23:32 North 134.0 1.53 39.3 12/7/2010 3 2054 17:23:39 12:23:39 North 135.7 1.53 39.3 12/7/2010 3 2055 17:23:47 12:23:47 North 136.1 1.53 39.3 12/7/2010 3 2056 17:23:55 12:23:55 North 136.0 1.53 39.3 12/7/2010 3 2057 17:24:02 12:24:02 North 136.1 1.53 39.3 12/7/2010 3 2058 17:24:10 12:24:10 North 136.1 1.53 39.3 12/7/2010 3 2059 17:24:17 12:24:17 North 135.9 1.53 39.3 12/7/2010 3 2060 17:24:25 12:24:25 North 135.5 1.53 39.3 12/7/2010 3 2061 17:24:33 12:24:33 North 135.4 1.53 39.3 12/7/2010 3 2062 17:24:40 12:24:40 North 135.3 1.53 39.3 12/7/2010 4 2063 17:28:13 12:28:13 South 182.9 1.53 39.2 12/7/2010 4 2064 17:28:19 12:28:19 South 183.6 1.53 39.2 12/7/2010 4 2065 17:28:24 12:28:24 South 184.9 1.53 39.2 12/7/2010 4 2066 17:28:30 12:28:30 South 186.6 1.53 39.2 12/7/2010 4 2067 17:28:35 12:28:35 South 186.7 1.53 39.2 12/7/2010 4 2068 17:28:41 12:28:41 South 187.0 1.53 39.2 12/7/2010 4 2069 17:28:46 12:28:46 South 187.4 1.53 39.2 12/7/2010 4 2070 17:28:52 12:28:52 South 187.7 1.53 39.2 12/7/2010 4 2071 17:28:58 12:28:58 South 187.4 1.53 39.3 12/7/2010 4 2072 17:29:03 12:29:03 South 187.2 1.53 39.3 12/7/2010 4 2073 17:29:09 12:29:09 South 187.2 1.53 39.3 12/7/2010 4 2074 17:29:14 12:29:14 South 187.4 1.53 39.3 12/7/2010 4 2075 17:29:20 12:29:20 South 187.4 1.53 39.3 12/7/2010 4 2076 17:29:25 12:29:25 South 187.3 1.53 39.3 12/7/2010 4 2077 17:29:31 12:29:31 South 187.1 1.53 39.3 12/7/2010 4 2078 17:29:36 12:29:36 South 186.9 1.53 39.3 12/7/2010 4 2079 17:29:42 12:29:42 South 187.2 1.53 39.3 12/7/2010 4 2080 17:29:47 12:29:47 South 187.8 1.52 39.3 12/7/2010 4 2081 17:29:53 12:29:53 South 188.1 1.52 39.3 12/7/2010 4 2082 17:29:59 12:29:59 South 187.9 1.52 39.3 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 155 of 330 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. 12/7/2010 4 2083 17:30:04 12:30:04 South 187.7 1.52 39.3 12/7/2010 4 2084 17:30:10 12:30:10 South 187.6 1.52 39.3 12/7/2010 4 2085 17:30:15 12:30:15 South 186.9 1.52 39.3 12/7/2010 4 2086 17:30:21 12:30:21 South 186.6 1.52 39.3 12/7/2010 4 2087 17:30:26 12:30:26 South 187.3 1.52 39.3 12/7/2010 4 2088 17:30:32 12:30:32 South 187.7 1.52 39.3 12/7/2010 4 2089 17:30:37 12:30:37 South 187.6 1.52 39.3 12/7/2010 4 2090 17:30:43 12:30:43 South 186.8 1.52 39.3 12/7/2010 4 2091 17:30:48 12:30:48 South 186.1 1.52 39.3 12/7/2010 4 2092 17:30:54 12:30:54 South 185.7 1.52 39.3 12/7/2010 4 2093 17:31:00 12:31:00 South 185.2 1.52 39.4 12/7/2010 4 2094 17:31:05 12:31:05 South 186.0 1.52 39.4 12/7/2010 4 2095 17:31:11 12:31:11 South 186.8 1.52 39.4 12/7/2010 4 2096 17:31:16 12:31:16 South 187.1 1.52 39.4 12/7/2010 4 2097 17:31:22 12:31:22 South 187.2 1.52 39.4 12/7/2010 4 2098 17:31:28 12:31:28 South 187.6 1.52 39.4 12/7/2010 4 2099 17:31:33 12:31:33 South 188.3 1.52 39.4 12/7/2010 4 2100 17:31:39 12:31:39 South 188.3 1.52 39.4 12/7/2010 4 2101 17:31:44 12:31:44 South 188.3 1.52 39.4 12/7/2010 4 2102 17:31:50 12:31:50 South 188.8 1.52 39.4 12/7/2010 4 2103 17:31:55 12:31:55 South 189.0 1.52 39.4 12/7/2010 4 2104 17:32:01 12:32:01 South 189.3 1.52 39.4 12/7/2010 4 2105 17:32:06 12:32:06 South 190.4 1.52 39.4 12/7/2010 4 2106 17:32:12 12:32:12 South 190.7 1.52 39.4 12/7/2010 4 2107 17:32:17 12:32:17 South 190.2 1.52 39.4 12/7/2010 4 2108 17:32:22 12:32:22 South 189.3 1.52 39.4 12/7/2010 4 2109 17:32:28 12:32:28 South 188.5 1.52 39.4 12/7/2010 4 2110 17:32:34 12:32:34 South 187.4 1.52 39.4 12/7/2010 4 2111 17:32:39 12:32:39 South 186.4 1.52 39.4 12/7/2010 4 2112 17:32:45 12:32:45 South 185.7 1.52 39.4 12/7/2010 4 2113 17:32:50 12:32:50 South 185.1 1.52 39.4 12/7/2010 4 2114 17:32:56 12:32:56 South 185.0 1.52 39.4 12/7/2010 4 2115 17:33:02 12:33:02 South 184.8 1.52 39.4 12/7/2010 4 2116 17:33:07 12:33:07 South 185.1 1.52 39.4 12/7/2010 4 2117 17:33:13 12:33:13 South 185.5 1.52 39.4 12/7/2010 4 2118 17:33:18 12:33:18 South 185.9 1.52 39.4 12/7/2010 4 2119 17:33:24 12:33:24 South 186.2 1.52 39.4 12/7/2010 4 2120 17:33:29 12:33:29 South 186.4 1.52 39.5 12/7/2010 4 2121 17:33:35 12:33:35 South 186.5 1.52 39.5 12/7/2010 4 2122 17:33:41 12:33:41 South 186.7 1.52 39.5 12/7/2010 4 2123 17:33:46 12:33:46 South 186.8 1.52 39.5 12/7/2010 4 2124 17:33:52 12:33:52 South 186.5 1.52 39.5 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 156 of 330 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. 12/7/2010 4 2125 17:33:57 12:33:57 South 186.3 1.52 39.5 12/7/2010 4 2126 17:34:03 12:34:03 South 186.5 1.52 39.5 12/7/2010 4 2127 17:34:09 12:34:09 South 186.7 1.52 39.5 12/7/2010 4 2128 17:34:14 12:34:14 South 187.1 1.52 39.5 12/7/2010 4 2129 17:34:20 12:34:20 South 187.5 1.52 39.5 12/7/2010 4 2130 17:34:25 12:34:25 South 188.0 1.52 39.5 12/7/2010 4 2131 17:34:31 12:34:31 South 188.0 1.52 39.5 12/7/2010 4 2132 17:34:36 12:34:36 South 187.9 1.52 39.5 12/7/2010 4 2133 17:34:42 12:34:42 South 188.1 1.52 39.5 12/7/2010 4 2134 17:34:47 12:34:47 South 188.0 1.52 39.5 12/7/2010 4 2135 17:34:53 12:34:53 South 188.2 1.52 39.5 12/7/2010 4 2136 17:34:58 12:34:58 South 188.3 1.52 39.5 12/7/2010 4 2137 17:35:04 12:35:04 South 187.9 1.52 39.5 12/7/2010 4 2138 17:35:09 12:35:09 South 187.9 1.52 39.5 12/7/2010 4 2139 17:35:15 12:35:15 South 188.1 1.52 39.5 12/7/2010 4 2140 17:35:20 12:35:20 South 188.0 1.52 39.5 12/7/2010 4 2141 17:35:26 12:35:26 South 188.2 1.52 39.5 12/7/2010 4 2142 17:35:31 12:35:31 South 188.5 1.52 39.5 12/7/2010 4 2143 17:35:37 12:35:37 South 188.7 1.52 39.5 12/7/2010 4 2144 17:35:43 12:35:43 South 188.8 1.52 39.5 12/7/2010 4 2145 17:35:48 12:35:48 South 188.8 1.52 39.5 12/7/2010 4 2146 17:35:54 12:35:54 South 189.1 1.52 39.5 12/7/2010 4 2147 17:35:59 12:35:59 South 189.1 1.52 39.6 12/7/2010 5 2148 17:40:54 12:40:54 North 138.1 1.59 39.5 12/7/2010 5 2149 17:41:02 12:41:02 North 137.7 1.59 39.5 12/7/2010 5 2150 17:41:10 12:41:10 North 136.9 1.59 39.5 12/7/2010 5 2151 17:41:17 12:41:17 North 136.9 1.59 39.5 12/7/2010 5 2152 17:41:25 12:41:25 North 136.6 1.59 39.5 12/7/2010 5 2153 17:41:32 12:41:32 North 137.0 1.59 39.5 12/7/2010 5 2154 17:41:40 12:41:40 North 137.4 1.59 39.5 12/7/2010 5 2155 17:41:47 12:41:47 North 137.1 1.59 39.5 12/7/2010 5 2156 17:41:55 12:41:55 North 137.6 1.59 39.5 12/7/2010 5 2157 17:42:03 12:42:03 North 138.1 1.59 39.4 12/7/2010 5 2158 17:42:10 12:42:10 North 138.5 1.59 39.4 12/7/2010 5 2159 17:42:18 12:42:18 North 139.1 1.59 39.4 12/7/2010 5 2160 17:42:25 12:42:25 North 139.8 1.59 39.4 12/7/2010 5 2161 17:42:32 12:42:32 North 140.4 1.59 39.4 12/7/2010 5 2162 17:42:40 12:42:40 North 141.2 1.59 39.4 12/7/2010 5 2163 17:42:47 12:42:47 North 141.5 1.59 39.4 12/7/2010 5 2164 17:42:55 12:42:55 North 141.1 1.59 39.4 12/7/2010 5 2165 17:43:02 12:43:02 North 140.2 1.59 39.4 12/7/2010 5 2166 17:43:09 12:43:09 North 140.0 1.59 39.4 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 157 of 330 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. 12/7/2010 5 2167 17:43:17 12:43:17 North 140.4 1.59 39.4 12/7/2010 5 2168 17:43:24 12:43:24 North 140.5 1.59 39.4 12/7/2010 5 2169 17:43:32 12:43:32 North 141.0 1.59 39.3 12/7/2010 5 2170 17:43:39 12:43:39 North 141.1 1.59 39.3 12/7/2010 5 2171 17:43:46 12:43:46 North 141.4 1.59 39.3 12/7/2010 5 2172 17:43:54 12:43:54 North 141.3 1.59 39.3 12/7/2010 5 2173 17:44:01 12:44:01 North 140.7 1.59 39.3 12/7/2010 5 2174 17:44:08 12:44:08 North 140.1 1.59 39.3 12/7/2010 5 2175 17:44:16 12:44:16 North 139.9 1.59 39.3 12/7/2010 5 2176 17:44:23 12:44:23 North 140.5 1.59 39.3 12/7/2010 5 2177 17:44:31 12:44:31 North 141.3 1.59 39.3 12/7/2010 5 2178 17:44:38 12:44:38 North 141.9 1.59 39.3 12/7/2010 5 2179 17:44:45 12:44:45 North 142.5 1.59 39.3 12/7/2010 5 2180 17:44:53 12:44:53 North 142.3 1.59 39.3 12/7/2010 5 2181 17:45:00 12:45:00 North 142.0 1.59 39.2 12/7/2010 5 2182 17:45:07 12:45:07 North 141.8 1.59 39.2 12/7/2010 5 2183 17:45:15 12:45:15 North 141.9 1.59 39.2 12/7/2010 5 2184 17:45:22 12:45:22 North 142.1 1.59 39.2 12/7/2010 5 2185 17:45:29 12:45:29 North 141.8 1.59 39.2 12/7/2010 5 2186 17:45:37 12:45:37 North 142.0 1.33 39.2 12/7/2010 5 2187 17:45:44 12:45:44 North 142.7 1.33 39.2 12/7/2010 5 2188 17:45:51 12:45:51 North 143.3 1.33 39.2 12/7/2010 5 2189 17:45:58 12:45:58 North 142.7 1.33 39.2 12/7/2010 5 2190 17:46:06 12:46:06 North 141.8 1.33 39.2 12/7/2010 5 2191 17:46:13 12:46:13 North 141.2 1.33 39.2 12/7/2010 5 2192 17:46:20 12:46:20 North 141.4 1.33 39.2 12/7/2010 5 2193 17:46:28 12:46:28 North 142.0 1.33 39.1 12/7/2010 5 2194 17:46:35 12:46:35 North 142.7 1.33 39.1 12/7/2010 5 2195 17:46:42 12:46:42 North 142.6 1.33 39.1 12/7/2010 5 2196 17:46:50 12:46:50 North 142.3 1.33 39.1 12/7/2010 5 2197 17:46:57 12:46:57 North 141.8 1.33 39.1 12/7/2010 5 2198 17:47:04 12:47:04 North 141.0 1.33 39.1 12/7/2010 5 2199 17:47:12 12:47:12 North 140.7 1.33 39.1 12/7/2010 5 2200 17:47:19 12:47:19 North 140.5 1.33 39.1 12/7/2010 5 2201 17:47:27 12:47:27 North 139.9 1.33 39.1 12/7/2010 5 2202 17:47:34 12:47:34 North 140.0 1.33 39.1 12/7/2010 5 2203 17:47:41 12:47:41 North 140.4 1.33 39.1 12/7/2010 5 2204 17:47:49 12:47:49 North 140.5 1.33 39.1 12/7/2010 5 2205 17:47:56 12:47:56 North 140.8 1.33 39 12/7/2010 5 2206 17:48:04 12:48:04 North 141.4 1.33 39 12/7/2010 5 2207 17:48:11 12:48:11 North 141.5 1.33 39 12/7/2010 5 2208 17:48:18 12:48:18 North 140.5 1.33 39 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 158 of 330 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. 12/7/2010 5 2209 17:48:26 12:48:26 North 138.4 1.33 39 12/7/2010 5 2210 17:48:33 12:48:33 North 137.4 1.33 39 12/7/2010 5 2211 17:48:41 12:48:41 North 137.1 1.33 39 12/7/2010 5 2212 17:48:48 12:48:48 North 136.6 1.33 39 12/7/2010 5 2213 17:48:56 12:48:56 North 136.4 1.33 39 12/7/2010 5 2214 17:49:04 12:49:04 North 136.5 1.33 39 12/7/2010 5 2215 17:49:11 12:49:11 North 136.7 1.33 39 12/7/2010 5 2216 17:49:19 12:49:19 North 137.2 1.33 39 12/7/2010 5 2217 17:49:26 12:49:26 North 137.4 1.33 38.9 12/7/2010 5 2218 17:49:34 12:49:34 North 136.9 1.33 38.9 12/7/2010 5 2219 17:49:42 12:49:42 North 136.3 1.33 38.9 12/7/2010 5 2220 17:49:49 12:49:49 North 136.3 1.33 38.9 12/7/2010 5 2221 17:49:57 12:49:57 North 136.7 1.33 38.9 12/7/2010 5 2222 17:50:04 12:50:04 North 137.0 1.33 38.9 12/7/2010 5 2223 17:50:12 12:50:12 North 136.7 1.33 38.9 12/7/2010 5 2224 17:50:20 12:50:20 North 137.9 1.33 38.9 12/7/2010 5 2225 17:50:27 12:50:27 North 138.4 1.33 38.9 12/7/2010 5 2226 17:50:35 12:50:35 North 138.3 1.33 38.9 12/7/2010 5 2227 17:50:42 12:50:42 North 138.1 1.33 38.9 12/7/2010 5 2228 17:50:50 12:50:50 North 138.3 1.33 38.9 12/7/2010 5 2229 17:50:57 12:50:57 North 138.3 1.33 38.8 12/7/2010 5 2230 17:51:05 12:51:05 North 137.9 1.33 38.8 12/7/2010 5 2231 17:51:12 12:51:12 North 138.0 1.33 38.8 12/7/2010 5 2232 17:51:20 12:51:20 North 138.2 1.33 38.8 12/7/2010 5 2233 17:51:27 12:51:27 North 138.5 1.33 38.8 The remainder of this page was intentionally left blank 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 159 of 330 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. DIGITAL ORTHOPHOTO PRODUCTION PROCESS The imagery was orthorectified to the provided LiDAR data set using adjusted EO positions from the analytical triangulation. The resulting images were then mosaicked and color balanced utilizing KLT Atlas Ortho software. Positional checks are made once the preliminary ortho is created. Overpasses are checked for possible smearing and positional accuracy to known survey control is also checked and confirmed to be within the required specifications. Edge matching of orthos is checked for mis-matches due to errors in the DEM. Adjustments are made and the ortho is re-run again and again until we are satisfied that the seam between two images are correct. Imagery will be delivered as uncompressed 4-band stacked, 32 bit including red, green, blue, and infrared bands. All images will be GeoTIFF and in both NAD83 (07) Florida State Plane West US Survey Feet and NAD27 Florida State Plane West US Survey Feet. All images delivered are clipped to the 5000 x 5000 contiguous and non-overlapping tiling scheme. The imagery data layer stored in the District's enterprise database is opened in ArcMap. The District's project grid is also added. The imagery is scanned at 1:6,000 looking at each grid cell individually. If a problem is found, then a point shapefile is created and a point in the location of the problem is added. Comments are added to the shapefile in an attribute field about the problem and a bitmap is created displaying the area with the problem. Each bitmap includes: comments added to the shapefile, grid cell number, date, initials of the QC staff, and whether the image is natural color or color infrared. After all the grids have been scanned, the imagery is drawn to the full extent. The overall color balance and offset is checked. Possible problems that are reviewed include: color balance between cutlines over land, offsets over 8 feet, missing data, anomalies, and overall color balance. DIGITAL ELEVATION MODEL (DEM) SOURCE A DTM was provided by SWFWMD for this project is updated for accurate orthophoto production. The bridge/structure layer provided by SWFWMD is superimposed over a preliminary ACA produced 6 inch ortho clip tile using VR-1 software. A technician panned across the project looking for elevated bridge features and other areas of concern that effect the production of the orthophoto. Upon completion of this heads-up process, the X&Y tagged areas of concern were then viewed in stereo by a professional photogrammetrist using VR-2 softcopy workstation software. Multiple stereo models were reviewed with the existing DTM to check each tagged location and determine if additional data is necessary to be added to the existing bridge structure layer. Corrections were made by collecting the feature using the stereo image and the existing DTM. A new DEM surface model is then created after all revisions are complete and then delivered to the orthophoto department to run the final orthophoto product. The DTM was quality checked one last time, converted to a LAS format and prepared for delivery to SWFWMD. 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 160 of 330 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. DIGITAL ORTHOPHOTO ACCURACY RESULTS PROFESSIONAL FIRM PERSONNEL LISTING The following personnel contributed to the successful completion of this project: Related Staff Project Manager James Humphrey, PSM Responsible PSM Mark Detrick, PSM, PHO ABGPS Manager Edward Beute, PSM, CP, PHO Ortho Supervisor Kimberly Peterson Ground Survey PM Jeffery Cooner, PLS Scott Urquhart, PSM, In Responsible Charge Darren Townsend, PSM Field Personnel Michael Robb Leonard Morris Photo ID Survey X Image X Diff Diff Squ X Survey Y Image Y Diff Diff Squ Y 1 + 2 Squ Root 1.00 2.00 1 + 2 T-1 446156.54 446156.44 0.10 0.01 1396891.72 1396891.43 0.29 0.08 0.09 0.30 T-2 398604.21 398602.60 1.61 2.60 1395641.98 1395641.31 0.67 0.44 3.05 1.75 T-3 410626.81 410626.88 -0.07 0.01 1377648.24 1377648.71 -0.47 0.22 0.22 0.47 T-4 432712.26 432710.93 1.33 1.78 1369897.92 1369898.38 -0.46 0.21 1.98 1.41 T-5 447438.76 447438.81 -0.05 0.00 1372185.23 1372184.21 1.02 1.03 1.04 1.02 T-6 443924.05 443923.88 0.17 0.03 1340250.53 1340251.56 -1.03 1.05 1.09 1.04 T-7 418673.58 418672.86 0.72 0.52 1351426.77 1351427.57 -0.80 0.64 1.16 1.08 T-8 387709.82 387708.02 1.80 3.26 1356910.47 1356909.62 0.85 0.72 3.98 1.99 T-9 387071.03 387068.09 2.94 8.66 1314783.44 1314781.83 1.61 2.60 11.25 3.35 T-10 406045.27 406043.45 1.82 3.32 1329765.79 1329765.45 0.34 0.11 3.43 1.85 T-11 427732.53 427731.77 0.76 0.57 1319144.62 1319144.80 -0.18 0.03 0.60 0.78 T-12 436987.68 436985.71 1.97 3.89 1299773.61 1299772.86 0.75 0.56 4.45 2.11 T-13 401841.77 401842.43 -0.66 0.44 1298364.73 1298365.28 -0.55 0.30 0.74 0.86 T-14 381472.63 381472.94 -0.31 0.10 1291541.80 1291542.22 -0.42 0.17 0.27 0.52 T-15 388239.40 388237.37 2.03 4.13 1269970.62 1269969.51 1.11 1.23 5.36 2.31 T-16 414388.21 414387.52 0.69 0.48 1284164.66 1284164.36 0.30 0.09 0.57 0.75 T-17 454775.31 454775.24 0.07 0.01 1286995.68 1286995.47 0.21 0.04 0.05 0.22 T-18 465527.44 465525.31 2.13 4.52 1266330.77 1266331.03 -0.26 0.07 4.59 2.14 T-19 433996.31 433996.00 0.31 0.09 1274488.57 1274489.01 -0.43 0.19 0.28 0.53 T-20 417454.06 417454.52 -0.46 0.21 1260505.80 1260507.00 -1.20 1.44 1.65 1.28 T-21 436527.11 436526.31 0.80 0.65 1252306.15 1252305.66 0.49 0.24 0.89 0.94 T-22 452077.96 452077.33 0.63 0.39 1244852.07 1244852.85 -0.78 0.61 1.00 1.00 T-23 452276.15 452276.37 -0.22 0.05 1231613.41 1231613.91 -0.50 0.25 0.30 0.55 T-24 436675.84 436674.65 1.19 1.42 1222883.36 1222883.58 -0.22 0.05 1.47 1.21 T-25 428270.51 428270.30 0.21 0.04 1229907.34 1229907.69 -0.35 0.12 0.16 0.40 T-26 412590.73 412590.83 -0.10 0.01 1238118.27 1238118.31 -0.04 0.00 0.01 0.11 T-27 417463.10 417463.20 -0.10 0.01 1218289.90 1218290.27 -0.36 0.13 0.14 0.38 T-28 429733.54 429733.45 0.09 0.01 1201451.41 1201451.30 0.11 0.01 0.02 0.15 T-29 418189.59 418189.33 0.26 0.07 1192172.31 1192172.60 -0.29 0.08 0.15 0.39 T-30 430911.53 430911.13 0.40 0.16 1388277.22 1388277.04 0.18 0.03 0.19 0.43 Sum 50.17 Average 1.67 RMSEr 1.29 Accuracy per NSSDA 2.24 (2.4477*RMSE r/1.4142) 10720 Pinellas County Orthos 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 161 of 330 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. FGDC METADATA IN XML FORMAT <?xml version="1.0" encoding="ISO-8859-1" ?> <!DOCTYPE metadata (View Source for full doctype...) > - < metadata > - < idinfo > - < citation > - < citeinfo > < origin > ACA </ origin > < pubdate > 2011 </ pubdate > < title > FY 2011 Digital Orthophotography (B089) Pinellas Co. Fl. </ title > - < serinfo > < sername > Orthophotos - 2011 </ sername > < issue > Pinellas </ issue > </ serinfo > - < pubinfo > < pubplace > Brooksville, FL </ pubplace > < publish > Southwest Florida Water Management District </ publish > </ pubinfo > - < lworkcit > - < citeinfo > < origin > ACA </ origin > < pubdate > 2011 </ pubdate > < title > FY 2011 Digital Orthophotography (B089) Pinellas Co. Fl. </ title > - < serinfo > < sername > Orthophotos - 2011 </ sername > < issue > Pinellas </ issue > </ serinfo > - < pubinfo > < pubplace > Brooksville, FL </ pubplace > < publish > Southwest Florida Water Management District </ publish > </ pubinfo > </ citeinfo > </ lworkcit > < ftname Sync =" TRUE "> OP2011_66077_32.TIF </ ftname > </ citeinfo > </ citation > - < descript > < abstract > FY 2011 Digital Orthophotography (B089) Pinellas Co. Fl. under Purchace Order # 11POSOW020. Provide new high resolution 6" pixel four band stack RGBI digital orthophotos of approximately 460sq. miles in Pinellas Co., Fl. This project is a cooperative effort between SWFMD and Pinellas Co. New aerial digital photography will be taken with a Vexcel UltraCamX digital aerial sensor using 60% forward and 40% sidelap producing a 5.5inch raw pixel while covering 513 5000ft. x 5000ft. SWFWMD cells. Flights are to begin Dec. 1st, 2010 and be completed by Dec. 31st, 2010. Photography must be taken during 30degree sun angle and be free of smoke and clouds. Oblique photography will also be obtained to produce a 4inch pixel oblique product of the county. Final project deliverables will be in both NAD83 and NAD27. All work will be under the supervision of a licensed Florida Professional Surveyor and Mapper. Orthophotos will meet or exceed a verified horizontal accuracy of 3.46ft. at the 95% confidence interval (2.0 feet RMSE) as specified in the FGDC standards. Thirty independent check points will be surveyed and used to verify accuracy. No correction for building lean is required. </ abstract > < purpose > The District regularly uses digital orthophotos to support regulatory, land management and acquisition, planning, engineering and habitat restoration projects. </ purpose > < supplinf > <Mosaiced>: No <Color Balanced>: Yes <Geo Referenced>: Yes <Image File Format>: GeoTIFF <Unprocessed Image Data Available>: No <Bit Depth>: 32 <Spatial Resolution>: 6-inch <Sensor>: Vexcel UltraCamX <Spectral Range>: RGB <Spectral Range>: CIR <Stereo Acquistion>: No <Environmental Constraints>: <Environmental Constraint Desription>: All images will be obtained under cloud free conditions and will be free of obscuring haze, smoke or other atmospheric conditions. All images are collected between 10:00 AM to 2:30 PM to minimize shadows. <Environmental Constraint Clouds>: 0% <Environmental Constraint Smoke>: 0% <Environmental Constraint Haze>: 0% <Environmental Constraint Sun Angle>: greater than 30 degrees <Environmental Constraint Turbidity>: Not Applicable <Image Tidal Datum>: Not Applicable </ supplinf > 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 162 of 330 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. < langdata Sync =" TRUE "> en </ langdata > </ descript > - < timeperd > - < timeinfo > - < sngdate > < caldate > 20110103 </ caldate > </ sngdate > </ timeinfo > < current > ground condition </ current > </ timeperd > - < status > < progress > Complete </ progress > < update > Annually </ update > </ status > - < spdom > - < bounding > < westbc Sync =" TRUE "> -82.857257 </ westbc > < eastbc Sync =" TRUE "> -82.841630 </ eastbc > < northbc Sync =" TRUE "> 28.182513 </ northbc > < southbc Sync =" TRUE "> 28.168666 </ southbc > </ bounding > - < lboundng > < leftbc Sync =" TRUE "> 380000.000000 </ leftbc > < rightbc Sync =" TRUE "> 385000.000000 </ rightbc > < bottombc Sync =" TRUE "> 1395000.000000 </ bottombc > < topbc Sync =" TRUE "> 1400000.000000 </ topbc > </ lboundng > </ spdom > - < keywords > - < theme > < themekt > Aerial Imagery </ themekt > < themekey > Orthophoto </ themekey > < themekey > Orthoimage </ themekey > </ theme > - < place > < placekt > FL </ placekt > < placekey > Florida </ placekey > < placekey > Pinellas </ placekey > </ place > </ keywords > < accconst > None </ accconst > < useconst > The orthophotos were collected under the supervision of a licensed Florida Professional Surveyor and Mapper. Use of these data requires a general understanding of GIS and spatial data. </ useconst > - < ptcontac > - < cntinfo > - < cntorgp > < cntorg > Southwest Florida Water Management District </ cntorg > < cntper > Mapping and GIS Section </ cntper > </ cntorgp > - < cntaddr > < addrtype > mailing and physical address </ addrtype > < address > 2379 Broad Street (U.S. 41 South) </ address > < city > Brooksville </ city > < state > FL </ state > < postal > 34604-6899 </ postal > </ cntaddr > < cntvoice > (352) 796-7211 </ cntvoice > < cntfax > (352) 540-6018 </ cntfax > < hours > 8:00 a.m. to 5:00 p.m. </ hours > </ cntinfo > 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 163 of 330 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. </ ptcontac > < datacred > Southwest Florida Water Management District and ACA </ datacred > < native Sync =" TRUE "> Microsoft Windows Vista Version 6.1 (Build 7600) ; ESRI ArcCatalog 9.3.1.1850 </ native > < natvform Sync =" TRUE "> Raster Dataset </ natvform > </ idinfo > - < dataqual > - < attracc > < attraccr > See Horizontal and Vertical Accuracy reports. There are no Attributes in this data set. </ attraccr > </ attracc > < logic > Aerial Flight Data_Upon completion of the flight portion of the project, the data collected by the Applanix Position and Orientation System (POSAV 510) was transferred to processing stations to solve for positional information. The IMU information was then merged with the ABGPS through time stamps to provide for the orientation of the aircraft. The data was processed through a Kalman filter to achieve a Smoothed Best Estimate of Trajectory (SBET). This gave an accurate position and orientation of the aircraft at the time of camera exposure. QC checks show that no duplicate images exist and that raw images cover and extend beyond project area. There were no reported Geometric misalignments between any of the bands. Image Processing - The raw UltraCam X (Level-0) data and associated GPS and IMU data for each mission is downloaded from the hard drives and checked to confirm that no files had been corrupted and that all data could be successfully downloaded. Image Data Processing - Using UltraMap, software, the imagery was processed from Level-0 data to Level-2 to assembling all of the files. Level-2 was processed to 8-bit Level-3 CIR, and radiometry was verified by visual inspection of the digital photo and adjusted when necessary. Tonal balancing may be performed over a group of images during the mosaicking process which may serve to lighten or darken adjacent images for better color tone matching. Analytical Triangulation - Utilizing the ground survey points, control densification was accomplished by performing a analytical triangulation process using JFK RABATS/BRATS software. This created additional pass points on the proper horizontal datum as well as confirming the location of the aerial photography to the survey control. Orthorectification - The imagery was orthorectified to the provided LiDAR data set using adjusted EO positions from the analytical triangulation. The resulting images were then mosaicked and color balanced utilizing KLT Atlas Ortho software. Positional checks are made once the preliminary ortho is created. Overpasses are checked for possible smearing and positional accuracy to known survey control is also checked and confirmed to be within the required specifications.Edge matching of orthos is checked for mis-matches due to errors in the DEM. Adjustments are made and the ortho is re-run again and again until we are satisified that the seam between two images are correct. Southwest Florida Water Management District QC Process: The imagery data layer stored in the District's enterprise database is opened in ArcMap. The District's project grid is also added. The imagery is scanned at 1:6,000 looking at each grid cell individually. If a problem is found, then a point shapefile is created and a point in the location of the problem is added. Comments are added to the shapefile in an attribute field about the problem and a bitmap is created displaying the area with the problem. Each bitmap includes: comments added to the shapefile, grid cell number, date, initials of the QC staff, and whether the image is natural color or color infrared. After all the grids have been scanned, the imagery is drawn to the full extent. The overall color balance and offset is checked. Possible problems that are reviewed include: color balance between cutlines over land, offsets over 8 feet, missing data, anomalies, and overall color balance. </ logic > < complete > Orthophotos are visually inspected for completeness to ensure that no gaps or image misplacements exist within and between adjacent images. These images are derived by mosaicking multiple images to ensure complete coverage of the project area. </ complete > - < posacc > - < horizpa > < horizpar > Orthophotogrammetric Mapping met or exceeded a verified horizontal accuracy of 3.8 feet at the 95% confidence interval (2.0 feet RMSE) as specified in the FGDC Geospatial Positioning Accuracy Standards, Part 3: National Standard for Spatial Data Accuracy (NSSDA). A minimum of thirty (30) independent image checkpoints within the project area were used for verification. Check points were distributed so that points are spaced at intervals of at least twenty five (25) percent of the diagonal distance across the dataset and at least twenty (20) percent of the points are located in each quadrant of the dataset. The Consultant did not correct for "building lean" in urban areas. For more information please see project related minimum technical standards report. </ horizpar > - < qhorizpa > < horizpav > 3.8 feet or 2.0 feet RMSE </ horizpav > < horizpae > Meets or Exceeds National Standard for Spatial Data Accuracy </ horizpae > </ qhorizpa > </ horizpa > - < vertacc > < vertaccr > No vertical accuracy analysis required for the orthophotos. </ vertaccr > 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 164 of 330 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. </ vertacc > </ posacc > - < lineage > - < srcinfo > - < srccite > - < citeinfo > < origin > ACA </ origin > < pubdate > 2011 </ pubdate > < title > Ground Control Survey Report </ title > - < serinfo > < sername > Ground Control </ sername > < issue > Pinellas 2011 </ issue > </ serinfo > - < pubinfo > < pubplace > Brooksville, FL </ pubplace > < publish > Southwest Florida Water Management District </ publish > </ pubinfo > - < lworkcit > - < citeinfo > < origin > ACA </ origin > < pubdate > 2011 </ pubdate > < title > Ground Control Survey Report </ title > - < serinfo > < sername > Ground Control </ sername > < issue > Pinellas 2011 </ issue > </ serinfo > - < pubinfo > < pubplace > Brooksville, FL </ pubplace > < publish > Southwest Florida Water Management District </ publish > </ pubinfo > </ citeinfo > </ lworkcit > </ citeinfo > </ srccite > < typesrc > disc </ typesrc > - < srctime > - < timeinfo > - < sngdate > < caldate > 2004 </ caldate > </ sngdate > </ timeinfo > < srccurr > ground condition </ srccurr > </ srctime > < srccitea > Ground Control </ srccitea > < srccontr > Horizontal and vertical control was used to establish positions and elevations for reference and correlation purposes and as input to the aerotriangulation process. Control consists of Airborne GPS/IMU and ground control points for ground reference. </ srccontr > </ srcinfo > - < srcinfo > - < srccite > - < citeinfo > < origin > ACA </ origin > < pubdate > 2011 </ pubdate > < title > Digital Imagery Acquisition </ title > - < serinfo > < sername > Aerial Acquisition </ sername > < issue > Pinellas 2011 </ issue > </ serinfo > - < pubinfo > < pubplace > Brooksville, FL </ pubplace > < publish > Southwest Florida Water Management District </ publish > 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 165 of 330 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. </ pubinfo > - < lworkcit > - < citeinfo > < origin > ACA </ origin > < pubdate > 2011 </ pubdate > < title > Digital Imagery Acquisition </ title > - < serinfo > < sername > Aerial Acquisition </ sername > < issue > Pinellas 2011 </ issue > </ serinfo > - < pubinfo > < pubplace > Brooksville, FL </ pubplace > < publish > Southwest Florida Water Management District </ publish > </ pubinfo > </ citeinfo > </ lworkcit > </ citeinfo > </ srccite > < srcscale > 2400 </ srcscale > < typesrc > disc </ typesrc > - < srctime > - < timeinfo > - < rngdates > < begdate > 20040101 </ begdate > < enddate > 20040315 </ enddate > </ rngdates > </ timeinfo > < srccurr > Dates of Acquisition </ srccurr > </ srctime > < srccitea > Aerial Imagery </ srccitea > < srccontr > Sensor used and Altitude (agl) flown </ srccontr > </ srcinfo > - < srcinfo > - < srccite > - < citeinfo > < origin > DEM and LiDAR Data provided by the Southwest Florida Water Management District </ origin > < pubdate > 2011 </ pubdate > < title > Digital Elevation Model </ title > - < serinfo > < sername > DEM </ sername > < issue > Pinellas </ issue > </ serinfo > - < pubinfo > < pubplace > Brooksville, FL </ pubplace > < publish > Southwest Florida Water Management District </ publish > </ pubinfo > - < lworkcit > - < citeinfo > < origin > DEM and LIDAR data provided by the Southwest Florida Water Management District </ origin > < pubdate > 2011 </ pubdate > < title > Digital Elevation Model (DEM) </ title > - < serinfo > < sername > Pinellas DEM </ sername > < issue > Pinellas </ issue > </ serinfo > - < pubinfo > < pubplace > Brooksville, FL </ pubplace > < publish > Southwest Florida Water Management District </ publish > </ pubinfo > </ citeinfo > </ lworkcit > 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 166 of 330 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. </ citeinfo > </ srccite > < typesrc > disc </ typesrc > - < srctime > - < timeinfo > - < mdattim > - < sngdate > < caldate > 2007 </ caldate > </ sngdate > </ mdattim > </ timeinfo > < srccurr > ground condition </ srccurr > </ srctime > < srccitea > DEM </ srccitea > < srccontr > 2007 FDEM LiDAR </ srccontr > </ srcinfo > - < procstep > < procdesc > Orthorectification - The Level-3 images are produced from the Vexcel UltraCamX and placed on our server prior to beginning ortho production. The finalized DEM consisting of a grid of XY&Z points, final aerial triangulation exterior orientation results and the required RGB/CIR imagery is stored into KLT Atlas Ortho software. Because of the project size, the operator will select smaller ortho areas to be run that will aid in processing time and quality control efforts. Quality control of the ortho image clips are performed where images need adjustments. The smaller ortho clips are used to confirm above ground features such a overpasses, bridges and such have been accurately mapped and if were missing, this visual inspection over the ortho clip will show errors by smearing the image. If an area is needed to be revised, a coordinate position and stereo model identification is recorded in Project Ortho and provided to the mapping department for making the revision to the overpass/structure layer. Once corrected and re-run with completed data, the ortho clip is then accepted and is ready for final mosaicing with other ortho clips that have passed the same quality review. The Polyline file was created from Atlas, representing the seams used for mosaicing, was processed to assign attributes for photo identification and ensure no overlapping polygons. Large ortho mosaics will be matched together and clipped to the SWFWMD 5000' x 5000' tile layout.The final RGBI tiles are uncompressed geotiff digital files in NAD 83 HARN Florida State Plane West US Survey Feet. Utilizing Blue Marble Geographic Transformer the images were transformed to NAD27 State Plane West US Survey Feet. KLT Atlas will also produce a photo clip shape file for each and every image edge used in the orthophoto process. </ procdesc > < srcused > Ground Control </ srcused > < srcused > Aerial Imagery </ srcused > < srcused > DEM </ srcused > < procdate > 2011 </ procdate > - < proccont > - < cntinfo > - < cntorgp > < cntorg > Mapping Vendor </ cntorg > </ cntorgp > - < cntaddr > < addrtype > mailing and physical address </ addrtype > < address > 123 Orthophoto Lane </ address > < city > Anywhere </ city > < state > FL </ state > < postal > 11111 </ postal > </ cntaddr > < cntvoice > 555-5555 </ cntvoice > < hours > 8:00 a.m. to 5:00 p.m. </ hours > </ cntinfo > </ proccont > </ procstep > - < procstep > < procdesc > Metadata imported. </ procdesc > < srcused > withheld </ srcused > < procdate > 20110127 </ procdate > < proctime > 12120000 </ proctime > 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 167 of 330 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. </ procstep > - < procstep > < procdesc Sync =" TRUE "> Metadata imported. </ procdesc > < srcused Sync =" TRUE "> withheld </ srcused > < procdate Sync =" TRUE "> 20110201 </ procdate > < proctime Sync =" TRUE "> 15465800 </ proctime > </ procstep > </ lineage > < cloud > 0% </ cloud > </ dataqual > - < spdoinfo > < direct Sync =" TRUE "> Raster </ direct > - < rastinfo > < rasttype Sync =" TRUE "> Pixel </ rasttype > < rowcount Sync =" TRUE "> 10000 </ rowcount > < colcount Sync =" TRUE "> 10000 </ colcount > < vrtcount Sync =" TRUE "> 1 </ vrtcount > < rastxsz Sync =" TRUE "> 0.500000 </ rastxsz > < rastysz Sync =" TRUE "> 0.500000 </ rastysz > < rastbpp Sync =" TRUE "> 8 </ rastbpp > < rastorig Sync =" TRUE "> Upper Left </ rastorig > < rastcmap Sync =" TRUE "> FALSE </ rastcmap > < rastcomp Sync =" TRUE "> None </ rastcomp > < rastband Sync =" TRUE "> 4 </ rastband > < rastdtyp Sync =" TRUE "> pixel codes </ rastdtyp > < rastplyr Sync =" TRUE "> FALSE </ rastplyr > < rastifor Sync =" TRUE "> TIFF </ rastifor > </ rastinfo > </ spdoinfo > - < spref > - < horizsys > - < planar > - < planci > < plance Sync =" TRUE "> row and column </ plance > - < coordrep > < absres Sync =" TRUE "> 0.500000 </ absres > < ordres Sync =" TRUE "> 0.500000 </ ordres > </ coordrep > < plandu Sync =" TRUE "> survey feet </ plandu > </ planci > - < mapproj > < mapprojn Sync =" TRUE "> Transverse Mercator </ mapprojn > - < transmer > < sfctrmer Sync =" TRUE "> 0.999941 </ sfctrmer > < longcm Sync =" TRUE "> -82.000000 </ longcm > < latprjo Sync =" TRUE "> 24.333333 </ latprjo > < feast Sync =" TRUE "> 656166.666667 </ feast > < fnorth Sync =" TRUE "> 0.000000 </ fnorth > </ transmer > </ mapproj > </ planar > - < geodetic > < horizdn Sync =" TRUE "> D_North_American_1983_HARN </ horizdn > < ellips Sync =" TRUE "> Geodetic Reference System 80 </ ellips > < semiaxis Sync =" TRUE "> 6378137.000000 </ semiaxis > < denflat Sync =" TRUE "> 298.257222 </ denflat > </ geodetic > - < cordsysn > < geogcsn Sync =" TRUE "> GCS_North_American_1983_HARN </ geogcsn > < projcsn Sync =" TRUE "> NAD_1983_HARN_StatePlane_Florida_West_FIPS_0902_Feet </ projcsn > </ cordsysn > 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 168 of 330 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. </ horizsys > - < vertdef > - < altsys > < altdatum > North American Vertical Datum of 1988 </ altdatum > < altres > 0.1 </ altres > < altunits > feet </ altunits > < altenc > Explicit elevation coordinate included with horizontal coordinates </ altenc > </ altsys > </ vertdef > </ spref > - < eainfo > - < overview > < eaover > None </ eaover > < eadetcit > None </ eadetcit > </ overview > </ eainfo > - < distinfo > - < distrib > - < cntinfo > - < cntorgp > < cntorg > Southwest Florida Water Management District </ cntorg > < cntper > Mapping and GIS Section </ cntper > </ cntorgp > - < cntaddr > < addrtype > mailing and physical address </ addrtype > < address > 2379 Broad Street </ address > < city > Brooksville </ city > < state > FL </ state > < postal > 34604 </ postal > </ cntaddr > < cntvoice > (352) 796-7211 </ cntvoice > < hours > 8:00 am - 5:00 pm </ hours > </ cntinfo > </ distrib > < resdesc > The data are being provided on an 'as is' basis. The District specifically disclaims any warranty, expressed or implied, including, but not limited to, the implied warranties or merchantability and fitness for a particular use. The entire risk as to quality and performance is with the user. In no event will the District or its staff be liable for any direct, indirect, incidental, special, consequential, or other damages, including loss of profit, arising out of the use of these data even if the District has been advised of the possibility of such damages. All data are intended for resource management use. </ resdesc > < distliab > Translation of files to formats other than those described here is the sole responsibility of individuals using the data. </ distliab > - < stdorder > - < digform > - < digtinfo > < formname > TIFF </ formname > < formvern > 1.0 </ formvern > < formspec > GeoTIFF </ formspec > < formcont > GeoTIFF </ formcont > < filedec > no compression applied </ filedec > < transize Sync =" TRUE "> 0.000 </ transize > < dssize Sync =" TRUE "> 0.000 </ dssize > </ digtinfo > - < digtopt > - < offoptn > < offmedia > External Hard Drive </ offmedia > < recfmt > GeoTIFF </ recfmt > </ offoptn > </ digtopt > </ digform > 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 169 of 330 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. < fees > $31 per hour for copying data + cost of the external hard drive </ fees > < ordering > Contact SWFWMD </ ordering > < turnarnd > Approximately 1 week </ turnarnd > </ stdorder > < custom > Contact the Southwest Florida Water Management District or go to www.labins.org </ custom > < techpreq > None </ techpreq > </ distinfo > - < distinfo > - < distrib > - < cntinfo > - < cntorgp > < cntorg > Florida Resources & Environmental Analysis Center (FREAC) </ cntorg > < cntper > Beverly Renard </ cntper > </ cntorgp > < cntpos > Technology Specialist </ cntpos > - < cntaddr > < addrtype > mailing address </ addrtype > < address > 296 Champions Way </ address > < address > Room C2200 UCC </ address > < city > Tallahassee </ city > < state > FL </ state > < postal > 32306-2641 </ postal > </ cntaddr > < cntvoice > 850-644-2305 </ cntvoice > < cntemail > brenard@fsu.edu </ cntemail > < cntinst > To order high resolution imagery, send an email request to brenard@fsu.edu with the following information: County or counties you are requesting (or statewide) Year (for statewide coverage, most current year available is provided) Format (MrSid or tif) Contact Name Mailing Address Telephone number </ cntinst > </ cntinfo > </ distrib > < resdesc > Approximately 1/3 of the state is flown each year. Complete state coverage is available. Most imagery is 1-foot resolution; occasionally a county is 1/2-foot resolution. </ resdesc > < distliab > None </ distliab > - < stdorder > - < digform > - < digtinfo > < formname > MrSID </ formname > < formvern > 6 </ formvern > < formspec > MrSID </ formspec > < formcont > MrSID </ formcont > < filedec > MrSID </ filedec > < transize Sync =" TRUE "> 0.000 </ transize > < dssize Sync =" TRUE "> 0.000 </ dssize > </ digtinfo > - < digtopt > - < offoptn > < offmedia > External Hard Drive </ offmedia > < recfmt > MrSID </ recfmt > </ offoptn > </ digtopt > </ digform > < fees > $110 plus tax (7.5%) and shipping (via FedEx, $15) </ fees > < ordering > www.labins.org To order high resolution imagery, send an email request to brenard@fsu.edu with the following information: County or counties you are requesting (or statewide) Year (for statewide coverage, most current year available is provided) Format (MrSid or tif) Contact Name Mailing Address Telephone number Once your request is received, you will receive a phone call before your order is processed to verify your imagery request. Your imagery will be loaded on an external hard drive and mailed to the address provided in the request. Due to security concerns, we no longer accept hard drives from clients for imagery requests. All imagery will be loaded on a 500 gb hard drive that is included in the cost of the data request. An invoice will be included for the cost of the data load. 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 170 of 330 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. The cost is $110, plus tax (7.5%) and shipping (via FedEx, $15). Typical turnaround time for data orders is 3-5 business days. Please note that for data requests that exceed the capacity of a 500 gb hard drive, additional hard drives would be used to complete the request and the cost of additional drives will be $110 each (plus tax and shipping). </ ordering > < turnarnd > 3-5 business days </ turnarnd > </ stdorder > < custom > www.labins.org To order high resolution imagery, send an email request to brenard@fsu.edu with the following information: County or counties you are requesting (or statewide) Year (for statewide coverage, most current year available is provided) Format (MrSid or tif) Contact Name Mailing Address Telephone number Once your request is received, you will receive a phone call before your order is processed to verify your imagery request. Your imagery will be loaded on an external hard drive and mailed to the address provided in the request. Due to security concerns, we no longer accept hard drives from clients for imagery requests. All imagery will be loaded on a 500 gb hard drive that is included in the cost of the data request. An invoice will be included for the cost of the data load. The cost is $110, plus tax (7.5%) and shipping (via FedEx, $15). Typical turnaround time for data orders is 3-5 business days. Please note that for data requests that exceed the capacity of a 500 gb hard drive, additional hard drives would be used to complete the request and the cost of additional drives will be $110 each (plus tax and shipping). </ custom > </ distinfo > - < distinfo > - < distrib > - < cntinfo > - < cntorgp > < cntorg > USGS </ cntorg > </ cntorgp > - < cntaddr > < addrtype > mailing and physical address </ addrtype > < address > 47914 252nd Street </ address > < city > Sioux Falls </ city > < state > SD </ state > < postal > 57198 </ postal > </ cntaddr > < cntvoice > 800-252-4547 </ cntvoice > < cntemail > custserv@usgs.gov </ cntemail > < cntinst > earthexplorer.usgs.gov </ cntinst > </ cntinfo > </ distrib > < resdesc > The U.S. Geological Survey is dedicated to providing extensive data to the global science community. </ resdesc > < distliab > Neither the U.S. Government, the Department of the Interior, nor the USGS, nor any of their employees, contractors, or subcontractors, make any warranty, express or implied, nor assume any legal liability or responsibility for the accuracy, completeness, or usefulness of any information, apparatus, product, or process disclosed, nor represent that its use would not infringe on privately owned rights. </ distliab > - < stdorder > - < digform > - < digtinfo > < formname > TIFF </ formname > < formvern > 1.0 </ formvern > < formspec > GeoTIFF </ formspec > < formcont > GeoTIFF </ formcont > < filedec > no compression applied </ filedec > < transize Sync =" TRUE "> 0.000 </ transize > < dssize Sync =" TRUE "> 0.000 </ dssize > </ digtinfo > - < digtopt > - < offoptn > < offmedia > External Hard Drive </ offmedia > < recfmt > GeoTIFF </ recfmt > </ offoptn > </ digtopt > </ digform > 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 171 of 330 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. < fees > No fees to download </ fees > < ordering > earthexplorer.usgs.gov </ ordering > < turnarnd > Download </ turnarnd > </ stdorder > < custom > earthexplorer.usgs.gov </ custom > </ distinfo > - < metainfo > < metd Sync =" TRUE "> 20110201 </ metd > - < metc > - < cntinfo > - < cntorgp > < cntorg > Southwest Florida Water Management District </ cntorg > < cntper > Mapping and GIS Section </ cntper > </ cntorgp > - < cntaddr > < addrtype > mailing and physical address </ addrtype > < address > 2379 Broad Street (U.S. 41 South) </ address > < city > Brooksville </ city > < state > FL </ state > < postal > 34604-6899 </ postal > </ cntaddr > < cntvoice > (352) 796-7211 </ cntvoice > < cntfax > (352) 540-6018 </ cntfax > < hours > 8:00 a.m. to 5:00 p.m. </ hours > </ cntinfo > </ metc > < metstdn Sync =" TRUE "> FGDC Content Standards for Digital Geospatial Metadata </ metstdn > < metstdv Sync =" TRUE "> FGDC-STD-001-1998 </ metstdv > < mettc Sync =" TRUE "> local time </ mettc > - < metextns > < onlink > http://www.esri.com/metadata/esriprof80.html </ onlink > < metprof > ESRI Metadata Profile </ metprof > </ metextns > < langmeta Sync =" TRUE "> en </ langmeta > - < metextns > < onlink Sync =" TRUE "> http://www.esri.com/metadata/esriprof80.html </ onlink > < metprof Sync =" TRUE "> ESRI Metadata Profile </ metprof > </ metextns > </ metainfo > - < Esri > < MetaID > {48DED7B7-3099-489B-901B-5F44687BAD6A} </ MetaID > < CreaDate > 20110201 </ CreaDate > < CreaTime > 15465800 </ CreaTime > < SyncOnce > FALSE </ SyncOnce > < SyncDate > 20110201 </ SyncDate > < SyncTime > 16100400 </ SyncTime > < ModDate > 20110201 </ ModDate > < ModTime > 16420100 </ ModTime > </ Esri > - < dataIdInfo > < envirDesc Sync =" TRUE "> Microsoft Windows Vista Version 6.1 (Build 7600) ; 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SURVEY AND MAP REPORT (SURVEYOR) See following pages SUBMITTED BY: COONER & ASSOCIATES, INC. SURVEYING AND MAPPING ASDF 5670 ZIP DRIVE FORT MYERS, FL 33905 PHONE: (239) 277-0722 FAX: (239) 277-7179 WWW.COONER.COM Qualified Federal SBA Company Pre‐Qualified as an FDOT Consultant for 8.1, 8.2, & 8.4 E‐Verify Compliant Employer Pinellas County Aerial Photogrammetric Control Survey Southwest Florida Water Management District Project Title: FY 2011 Digital Orthophoto (B089) Southwest Florida Water Management District Work Order: 􀏮 Cooner & Associates, Inc. Project Number: 101101 Report Date: January 10, 2011 Submittal: REVISED January 27, 2011 Prepared for: Aerial Cartographics of America, Inc. Surveyor’s Report 2 TABLE OF CONTENTS Certification...................................................................................................................................... 3 Abbreviations ................................................................................................................................... 4 Data Sources .................................................................................................................................... 4 Purpose of Survey ............................................................................................................................ 5 Scope of Work .................................................................................................................................. 6 Procedures ....................................................................................................................................... 6 Accuracy ........................................................................................................................................... 7 Project Personnel ............................................................................................................................. 7 Summary of Deliverables ................................................................................................................. 7 Appendix A ......... Local and Network Accuracy Statistics, Final Coordinates and Point Descriptions Appendix B .................................................................................. Field Notes and Area Photographs Appendix C…………………………………………….NGS Data Sheets for Published Control Points Observed Appendix D ........................................................... NAD83 AND NAD27 Target Baseline Comparison 3 CONTROL SURVEY REPORT According to the: STATE OF FLORIDA MINIMUM TECHNICAL STANDARDS CHAPTER 472.027 Florida Statutes Chapter 5J‐17, Florida Administrative Code This report and copies thereof are not valid without the signature and original raised seal of a Florida Licensed Surveyor and Mapper. This report is not valid without the attached compact disc referenced in this report. Additions or deletions to the report by other than the signing party are prohibited without written consent of the signing party. Date of last fieldwork: January 29, 2011 as recorded in Field Book 310, Pages 9‐30 & Field Book 311, Pages 9‐ 12, 14‐32, 36 and 61. All field work was performed by: Cooner & Associates, Inc., LB00006773 2351 Raden Drive Land O’ Lakes, Florida 34639 Phone: (813) 909‐2693 Fax: (813) 909‐2841 Scott Urquhart, PSM 6524 (Surveyor and Mapper in Responsible Charge) THIS PHOTOGRAMMETRIC MAPPING GROUND CONTROL SURVEY IS CERTIFIED TO AERIAL CARTOGRAPHICS OF AMERICA, INC AS MEETING OR EXCEEDING, IN QUALITY AND PRECISION, THE STANDARDS APPLICABLE FOR THIS WORK, AS SET FORTH IN CHAPTER 5J‐17, FLORIDA ADMINISTRATIVE CODE. _________________________ January 27, 2011 Scott R. Urquhart Date Signed Professional Surveyor & Mapper Florida Certificate No. 6524 (For the firm – LB 6773) 4 ABBREVIATIONS NAD North American Datum FGCC Federal Geodetic Control Committee GPS Global Positioning System HARN High Accuracy Reference Network INC. Incorporated LB Florida Licensed Business Number NGS National Geodetic Survey PID NGS Control Point Identification Number PSM Professional Surveyor and Mapper NSSDA National Standard for Spatial Data Accuracy diff Difference RMSEr Root Mean Square Error (radial) CONT PT Control Point DATA SOURCES 1. Ground control positional spacing as provided by Aerial Cartographics of America, Inc. 2. Federal Geographic Data Committee, Geospatial Positioning Accuracy Standards, Part 3: National Standard for Spatial Data Accuracy (FDGC‐STD‐OO7.3‐1998) 3. Federal Geodetic Control Committee, Geometric Geodetic Accuracy Standards and Specifications for Using GPS Relative Positioning Techniques, Version 5.0, 1998; Reprinted with Corrections August 1, 1989 5 PURPOSE OF SURVEY The purpose of this Photogrammetric Control Survey was to establish eight (8) ground control targets and thirty (30) photo check points to be used for the acquisition of aerial imagery coverage of Pinellas County, Florida. Figure 1. Project Map 6 SCOPE OF WORK Cooner & Associates, Inc. provided the coordinates of eight (8) ground control targets and thirty (30) photo check points strategically located throughout Pinellas County, Florida, using Real Time Kinematic Global Positioning System (RTK GPS) procedures. The ground control points were located as directed by Aerial Cartographics of America. Please refer to Figure 1 on page 5. All of the points were geo‐referenced to the following Horizontal Datum: Florida State Plane Coordinate System, West Zone (0902), Units ‐ U.S. Survey Feet, North American Datum of 1983/2007 adjustment. The Vertical Datum referenced was the North American Vertical Datum of 1988 (NAVD 88). Orthometric heights were derived using GEOID 2003. The horizontal and vertical control was based on direct ties to the following National Geodetic Survey (NGS) control stations: “COURTNEY B” (PID AG0459), “HOG ISLAND B” (PID AL0220), “OLDSMAR 2” (PID AL7103), “PCDSM GPS 08” (PID DF5787), “PCDSM GPS 19” (PID DF5798), “PCDSM GPS 36” (PID DF5815), “PCDSM GPS 46” (PID DF5779), “PCDSM GPS 68” (PID DF5844), “PCDSM GPS 79” (PID DF5854), “PET K” (PID AG0782), “SKYVIEW” (PID AG0924), “SPEED U” (PID AL7069), “SPEED” (PID AL0364), and “CLARK” (PID AL0138). Please refer to Appendix C. PROCEDURES The control targets and photo check points consisted of existing features being paint striping, manhole covers, sidewalk corners and storm catch basins. To ensure consistent repeatability of measurements the manhole covers were measured at the geometric center and paint stripe locations were marked with a nail and disc stamped “CONT PT LB 6773”. Appendix B contains pictures and field sketches of these points. Coordinates for photogrammetric control and photo check points were established using RTK GPS procedures with Trimble 5800 receivers / antennas mounted on fixed‐height rods. The equipment was positioned over the point to be collected and supported in place with a bi‐pod for stability. All points were occupied for a three minute duration collecting positional data at a rate of 1 position per second. Each point was observed twice allowing at least two hours between sessions. The coordinates achieved from the separate sessions were averaged to derive the final coordinate values. In addition to providing the horizontal positional data in NAD83, the coordinates of the eight (8) ground control targets were provided in NAD27. These values were the result of conversions using Corpscon 6.0.1 U.S. Army Corps of Engineers software. This information was used to create an exhibit showing the difference between several control target baselines in both Datum (See Appendix D). Vertical data was provided for all locations to assist in checking existing digital elevation models. A list of finalized coordinates and point descriptions is provided in Appendix A. Figure 1 on page 5 shows the location of each NGS control point found and photogrammetric control / check point established. A copy of project field notes, area sketches and site photographs can be found in Appendix B. 7 ACCURACY The ties to published NGS control points meet a 4‐centimeter (0.13‐foot) network accuracy standard for the horizontal coordinate values and the 1‐decimeter (0.33‐foot) network accuracy standard for the vertical coordinate values (orthometric heights) at the 95% confidence level. Multiple observations of the photo control targets meet the 4‐centimeter (0.13‐foot) local accuracy standard for the horizontal coordinate values and the 1‐decimeter (0.33‐foot) local accuracy standard for the vertical coordinate values (orthometric heights) at the 95% confidence level. Multiple observations of the photo check points meet the 4‐centimeter (0.13‐foot) local accuracy standard for the horizontal coordinate values and the 11‐centimeter (0.36‐foot) local accuracy standard for the vertical coordinate values (orthometric heights) at the 95% confidence level. For a table depicting our analysis of network and local control accuracy and specific point accuracies please refer to Appendix A. PROJECT PERSONNEL Office Personnel: Scott Urquhart, PSM – Project Manager Darren Townsend, PSM – Project Manager Field Personnel: Michael Robb – Crew Chief Leonard Morris – Crew Chief SUMMARY OF DELIVERABLES In addition to the information provided in this survey report, the following digital data was delivered on the attached compact disc: 1. 101101‐PC ground control points.csv : comma delimited ASCII text file in Point Number, Northing, Easting, Elevation format and geo‐referenced to NAD83 and NAVD88. 2. 101101‐PC Check Points REVISED.csv : comma delimited ASCII text file in Point Number, Northing, Easting, Elevation format and geo‐referenced to NAD83 and NAVD88. APPENDIX A LOCAL ACCURACY OF PHOTO CONTROL POINTS ‐ HORIZONTAL All values in U.S. Survey Feet (NAD83) Site Description x1 (observed) x2 (observed) diff in x squared diff in x y1 (observed) y2 (observed) diff in y squared diff in y (1)+(2) square root of (1) (2) [(1)+(2)] 100 parking stripe 418011.97 418011.92 0.050 2.500E‐03 1193366.02 1193366.02 0.000 0.000E+00 2.500E‐03 0.050 101 chevron stripe 458328.07 458328.12 ‐0.049 2.401E‐03 1286338.41 1286338.40 0.007 4.900E‐05 2.450E‐03 0.049 102 chevron stripe 381546.08 381546.06 0.020 4.000E‐04 1289358.79 1289358.77 0.020 4.000E‐04 8.000E‐04 0.028 103 cross walk stripe 396779.87 396779.87 0.001 1.000E‐06 1389648.44 1389648.43 0.008 6.400E‐05 6.500E‐05 0.008 104 center manhole 445764.01 445764.06 ‐0.055 3.025E‐03 1396834.93 1396834.80 0.128 1.638E‐02 1.941E‐02 0.139 105 parking stripe 444832.94 444832.90 0.045 2.025E‐03 1347068.23 1347068.24 ‐0.011 1.210E‐04 2.146E‐03 0.046 106 parking stripe 436151.80 436151.82 ‐0.020 4.000E‐04 1257532.40 1257532.46 ‐0.060 3.600E‐03 4.000E‐03 0.063 107 chevron stripe 415116.60 415116.61 ‐0.013 1.690E‐04 1329675.78 1329675.77 0.013 1.690E‐04 3.380E‐04 0.018 sum: 3.137E‐02 average: 4.481E‐03 RMSEr: 0.067 95% Accuracy per (NSSDA): 0.116 LOCAL ACCURACY OF PHOTO CONTROL POINTS ‐ VERTICAL All values in U.S. Survey Feet (NAVD88) Site Description z1 (observed) z2 (observed) diff in z squared diff in z Site Average (x) Average (y) Average (z) 100 parking stripe 5.46 5.63 ‐0.170 2.890E‐02 100 418011.95 1193366.02 5.55 101 chevron stripe 7.50 7.43 0.070 4.900E‐03 101 458328.10 1286338.40 7.47 102 chevron stripe 4.51 4.67 ‐0.160 2.560E‐02 102 381546.07 1289358.78 4.59 103 cross walk stripe 6.10 6.07 0.030 9.000E‐04 103 396779.87 1389648.43 6.09 104 center manhole 30.86 30.89 ‐0.030 9.000E‐04 104 445764.03 1396834.86 30.88 105 parking stripe 9.17 9.20 ‐0.030 9.000E‐04 105 444832.92 1347068.24 9.19 106 parking stripe 50.37 50.53 ‐0.160 2.560E‐02 106 436151.81 1257532.43 50.45 107 chevron stripe 57.26 57.31 ‐0.050 2.500E‐03 107 415116.60 1329675.77 57.29 sum: 9.020E‐02 average: 1.128E‐02 RMSEr: 0.106 95% Accuracy per (NSSDA): 0.208 Site Average (x) Average (y) 100 261782.67 1193202.73 101 302099.02 1286174.68 102 225317.30 1289195.52 103 240551.19 1389484.71 104 289535.16 1396670.90 105 288603.95 1346904.34 106 279922.72 1257368.92 107 258887.65 1329511.99 FINAL TARGET COORDINATES (NAD83) FINAL TARGET COORDINATES (NAD27) LOCAL ACCURACY OF PHOTO CHECK POINTS ‐ HORIZONTAL All values in U.S. Survey Feet (NAD83) Site Description x1 (observed) x2 (observed) diff in x squared diff in x y1 (observed) y2 (observed) diff in y squared diff in y (1)+(2) square root of (1) (2) [(1)+(2)] T‐1 CENTER MANHOLE 446156.25 446156.25 ‐0.008 6.400E‐05 1396891.73 1396891.71 0.027 7.290E‐04 7.930E‐04 0.028 T‐2 CENTER MANHOLE 398604.22 398604.19 0.027 7.290E‐04 1395641.93 1395642.02 ‐0.089 7.921E‐03 8.650E‐03 0.093 T‐3 PARKING STRIPE 410626.82 410626.81 0.010 1.000E‐04 1377648.27 1377648.21 0.057 3.249E‐03 3.349E‐03 0.058 T‐4 TURN ARROW 432712.22 432712.30 ‐0.081 6.561E‐03 1369897.95 1369897.88 0.070 4.900E‐03 1.146E‐02 0.107 T‐5 CENTER MANHOLE 447438.77 447438.76 0.017 2.890E‐04 1372185.21 1372185.25 ‐0.033 1.089E‐03 1.378E‐03 0.037 T‐6 CENTER MANHOLE 443924.05 443924.05 0.006 3.600E‐05 1340250.55 1340250.51 0.039 1.521E‐03 1.557E‐03 0.039 T‐7 PARKING STRIPE 418673.57 418673.60 ‐0.033 1.089E‐03 1351426.79 1351426.75 0.035 1.225E‐03 2.314E‐03 0.048 T‐8 PARKING STRIPE 387709.78 387709.85 ‐0.070 4.900E‐03 1356910.46 1356910.48 ‐0.020 4.000E‐04 5.300E‐03 0.073 T‐9 AERIAL TARGET 387071.02 387071.03 ‐0.010 1.000E‐04 1314783.46 1314783.42 0.040 1.600E‐03 1.700E‐03 0.041 T‐10 TURN ARROW 406045.28 406045.26 0.020 4.000E‐04 1329765.74 1329765.84 ‐0.100 1.000E‐02 1.040E‐02 0.102 T‐11 PARKING STRIPE 427732.53 427732.52 0.010 1.000E‐04 1319144.59 1319144.64 ‐0.050 2.500E‐03 2.600E‐03 0.051 T‐12 PARKING STRIPE 436987.69 436987.66 0.030 9.000E‐04 1299773.60 1299773.62 ‐0.020 4.000E‐04 1.300E‐03 0.036 T‐13 PARKING STRIPE 401841.77 401841.77 0.000 0.000E+00 1298364.71 1298364.74 ‐0.030 9.000E‐04 9.000E‐04 0.030 T‐14 CHEVRON STRIPE 381472.66 381472.60 0.060 3.600E‐03 1291541.75 1291541.84 ‐0.090 8.100E‐03 1.170E‐02 0.108 T‐15 PARKING STRIPE 388239.37 388239.44 ‐0.071 5.041E‐03 1269970.60 1269970.64 ‐0.037 1.369E‐03 6.410E‐03 0.080 T‐16 STOP BAR 414388.18 414388.24 ‐0.061 3.721E‐03 1284164.66 1284164.67 ‐0.013 1.690E‐04 3.890E‐03 0.062 T‐17 PARKING STRIPE 454775.34 454775.28 0.063 3.969E‐03 1286995.67 1286995.69 ‐0.016 2.560E‐04 4.225E‐03 0.065 T‐18 CENTER MANHOLE 465527.45 465527.44 0.008 6.400E‐05 1266330.79 1266330.75 0.038 1.444E‐03 1.508E‐03 0.039 T‐19 PARKING STRIPE 433996.29 433996.33 ‐0.038 1.444E‐03 1274488.59 1274488.54 0.054 2.916E‐03 4.360E‐03 0.066 T‐20 CORNER INLET 417454.02 417454.11 ‐0.095 9.025E‐03 1260505.79 1260505.82 ‐0.031 9.610E‐04 9.986E‐03 0.100 T‐21 CROSS‐WALK 436527.11 436527.10 0.010 1.000E‐04 1252306.14 1252306.16 ‐0.020 4.000E‐04 5.000E‐04 0.022 T‐22 PARKING STRIPE 452077.96 452077.95 0.010 1.000E‐04 1244852.05 1244852.08 ‐0.030 9.000E‐04 1.000E‐03 0.032 T‐23 PARKING STRIPE 452276.11 452276.18 ‐0.070 4.900E‐03 1231613.33 1231613.48 ‐0.150 2.250E‐02 2.740E‐02 0.166 T‐24 CORNER SW 436675.81 436675.86 ‐0.050 2.500E‐03 1222883.36 1222883.35 0.010 1.000E‐04 2.600E‐03 0.051 T‐25 PARKING STRIPE 428270.55 428270.47 0.080 6.400E‐03 1229907.34 1229907.34 0.000 0.000E+00 6.400E‐03 0.080 T‐26 PARKING STRIPE 412590.71 412590.74 ‐0.030 9.000E‐04 1238118.25 1238118.28 ‐0.030 9.000E‐04 1.800E‐03 0.042 T‐27 CROSS‐WALK 417463.10 417463.10 0.000 0.000E+00 1218289.85 1218289.94 ‐0.090 8.100E‐03 8.100E‐03 0.090 T‐28 TRAFFIC STRIPE 429733.55 429733.53 0.020 4.000E‐04 1201451.44 1201451.37 0.070 4.900E‐03 5.300E‐03 0.073 T‐29 CORNER SW 418189.59 418189.59 0.000 0.000E+00 1192172.32 1192172.30 0.020 4.000E‐04 4.000E‐04 0.020 T‐30 CENTER MANHOLE 430911.54 430911.51 0.030 9.000E‐04 1388277.24 1388277.20 0.040 1.600E‐03 2.500E‐03 0.050 sum: 1.227E‐01 average: 5.334E‐03 RMSEr: 0.073 95% Accuracy per (NSSDA): 0.126 LOCAL ACCURACY OF PHOTO CHECK POINTS ‐ VERTICAL All values in U.S. Survey Feet (NAVD88) Site Description z1 (observed) z2 (observed) diff in z squared diff in z Site Average (x) Average (y) Average (z) T‐1 CENTER MANHOLE 30.97 31.23 ‐0.260 6.760E‐02 T‐1 446156.25 1396891.72 31.10 T‐2 CENTER MANHOLE 5.36 5.50 ‐0.140 1.960E‐02 T‐2 398604.21 1395641.98 5.43 T‐3 PARKING STRIPE 6.29 6.36 ‐0.070 4.900E‐03 T‐3 410626.81 1377648.24 6.33 T‐4 TURN ARROW 15.57 15.35 0.220 4.840E‐02 T‐4 432712.26 1369897.92 15.46 T‐5 CENTER MANHOLE 21.65 21.49 0.160 2.560E‐02 T‐5 447438.76 1372185.23 21.57 T‐6 CENTER MANHOLE 6.37 6.41 ‐0.040 1.600E‐03 T‐6 443924.05 1340250.53 6.39 T‐7 PARKING STRIPE 62.15 62.15 0.000 0.000E+00 T‐7 418673.58 1351426.77 62.15 T‐8 PARKING STRIPE 4.20 4.11 0.090 8.100E‐03 T‐8 387709.82 1356910.47 4.16 T‐9 AERIAL TARGET 5.00 5.17 ‐0.170 2.890E‐02 T‐9 387071.03 1314783.44 5.09 T‐10 TURN ARROW 34.94 35.07 ‐0.130 1.690E‐02 T‐10 406045.27 1329765.79 35.01 T‐11 PARKING STRIPE 5.21 5.29 ‐0.080 6.400E‐03 T‐11 427732.53 1319144.62 5.25 T‐12 PARKING STRIPE 6.83 6.54 0.290 8.410E‐02 T‐12 436987.68 1299773.61 6.69 T‐13 PARKING STRIPE 36.08 36.01 0.070 4.900E‐03 T‐13 401841.77 1298364.73 36.05 T‐14 CHEVRON STRIPE 5.50 5.34 0.160 2.560E‐02 T‐14 381472.63 1291541.80 5.42 T‐15 PARKING STRIPE 4.04 4.36 ‐0.320 1.024E‐01 T‐15 388239.40 1269970.62 4.20 T‐16 STOP BAR 12.58 12.82 ‐0.240 5.760E‐02 T‐16 414388.21 1284164.66 12.70 T‐17 PARKING STRIPE 5.57 5.87 ‐0.300 9.000E‐02 T‐17 454775.31 1286995.68 5.72 T‐18 CENTER MANHOLE 4.95 5.13 ‐0.180 3.240E‐02 T‐18 465527.44 1266330.77 5.04 T‐19 PARKING STRIPE 16.22 16.45 ‐0.230 5.290E‐02 T‐19 433996.31 1274488.57 16.34 T‐20 CORNER INLET 23.25 23.55 ‐0.300 9.000E‐02 T‐20 417454.06 1260505.80 23.40 T‐21 CROSS‐WALK 42.17 42.27 ‐0.100 1.000E‐02 T‐21 436527.11 1252306.15 42.22 T‐22 PARKING STRIPE 4.97 4.64 0.330 1.089E‐01 T‐22 452077.96 1244852.07 4.81 T‐23 PARKING STRIPE 4.65 4.85 ‐0.200 4.000E‐02 T‐23 452276.15 1231613.41 4.75 T‐24 CORNER SW 4.80 4.83 ‐0.030 9.000E‐04 T‐24 436675.84 1222883.36 4.82 T‐25 PARKING STRIPE 6.56 6.54 0.020 4.000E‐04 T‐25 428270.51 1229907.34 6.55 T‐26 PARKING STRIPE 4.95 5.00 ‐0.050 2.500E‐03 T‐26 412590.73 1238118.27 4.98 T‐27 CROSS‐WALK 3.57 3.56 0.010 1.000E‐04 T‐27 417463.10 1218289.90 3.57 T‐28 TRAFFIC STRIPE 5.71 5.83 ‐0.120 1.440E‐02 T‐28 429733.54 1201451.41 5.77 T‐29 CORNER SW 3.43 3.46 ‐0.030 9.000E‐04 T‐29 418189.59 1192172.31 3.45 T‐30 CENTER MANHOLE 17.47 17.48 ‐0.010 1.000E‐04 T‐30 430911.53 1388277.22 17.48 sum: 9.461E‐01 average: 3.262E‐02 RMSEr: 0.181 95% Accuracy per (NSSDA): 0.354 FINAL PHOTO CHECK POINT COORDINATES (NAD83) NETWORK ACCURACY OF TIES TO PUBLISHED CONTROL ‐ HORIZONTAL All values in U.S. Survey Feet (NAD83) Designation Description x (observed) x (published) diff in x squared diff in x y (observed) y (published) diff in y squared diff in y (1)+(2) square root of (1) (2) [(1)+(2)] PCDSM GPS 68 NGS 396931.770 396931.840 ‐0.070 4.900E‐03 1324360.630 1324360.630 0.000 0.000E+00 4.900E‐03 0.070 HOG ISLAND B NGS 397684.690 397684.690 0.000 0.000E+00 1352451.450 1352451.430 0.020 4.000E‐04 4.000E‐04 0.020 PCDSM GPS 79 NGS 396702.700 396702.790 ‐0.090 8.100E‐03 1389113.190 1389113.140 0.050 2.500E‐03 1.060E‐02 0.103 PCDSM GPS 08 NGS 453517.790 453517.740 0.050 2.500E‐03 1262548.790 1262548.800 ‐0.010 1.000E‐04 2.600E‐03 0.051 PCDSM GPS 19 NGS 385420.570 385420.620 ‐0.050 2.500E‐03 1293190.000 1293189.960 0.040 1.600E‐03 4.100E‐03 0.064 SKYVIEW NGS 425284.350 425284.400 ‐0.050 2.500E‐03 1278939.220 1278939.260 ‐0.040 1.600E‐03 4.100E‐03 0.064 PCDSM GPS 36 NGS 435454.180 435454.150 0.030 9.000E‐04 1228218.010 1228218.040 ‐0.030 9.000E‐04 1.800E‐03 0.042 SPEED NGS 446601.630 446601.650 ‐0.020 4.000E‐04 1385996.880 1385996.800 0.080 6.400E‐03 6.800E‐03 0.082 CLARK NGS 429648.410 429648.420 ‐0.010 1.000E‐04 1388751.740 1388751.760 ‐0.020 4.000E‐04 5.000E‐04 0.022 PCDSM GPS 46 NGS 440658.930 440658.980 ‐0.050 2.500E‐03 1344878.440 1344878.360 0.080 6.400E‐03 8.900E‐03 0.094 sum: 4.470E‐02 average: 4.470E‐03 RMSEr: 0.067 95% Accuracy per (NSSDA): 0.116 NETWORK ACCURACY OF TIES TO PUBLISHED CONTROL‐ORTHOMETRIC All values in U.S. Survey Feet (NAVD88) Number Description z (observed) z (published) diff in z squared diff in z SPEED U NGS 31.730 31.820 ‐0.090 8.100E‐03 PCDSM GPS 79 NGS 7.39 7.540 ‐0.150 2.250E‐02 OLDSMAR 2 NGS 5.45 5.620 ‐0.170 2.890E‐02 HOG ISLAND B NGS 5.52 5.600 ‐0.080 6.400E‐03 COURTNEY B NGS 3.59 3.660 ‐0.070 4.900E‐03 CLARK NGS 60.28 60.340 ‐0.060 3.600E‐03 PET K NGS 49.73 49.920 ‐0.190 3.610E‐02 sum: 1.105E‐01 average: 1.579E‐02 RMSEr: 0.126 95% Accuracy per (NSSDA): 0.246 APPENDIX B PHOTO CONTROL TARGET 100 – FIELD NOTES PHOTO CONTROL TARGET 100 – SITE PHOTOGRAPHS PHOTO CONTROL TARGET 101 – FIELD NOTES PHOTO CONTROL TARGET 101 – SITE PHOTOGRAPHS PHOTO CONTROL TARGET 102 – FIELD NOTES PHOTO CONTROL TARGET 102 – SITE PHOTOGRAPHS PHOTO CONTROL TARGET 103 – FIELD NOTES PHOTO CONTROL TARGET 103 – SITE PHOTOGRAPHS PHOTO CONTROL TARGET 104 – FIELD NOTES PHOTO CONTROL TARGET 104 – SITE PHOTOGRAPHS PHOTO CONTROL TARGET 105 – FIELD NOTES PHOTO CONTROL TARGET 105 – SITE PHOTOGRAPHS PHOTO CONTROL TARGET 106 – FIELD NOTES PHOTO CONTROL TARGET 106 – SITE PHOTOGRAPHS PHOTO CONTROL TARGET 107 – FIELD NOTES PHOTO CONTROL TARGET 107 – SITE PHOTOGRAPHS PHOTO IDENTIFICATION CHECK POINT T‐1 FIELD NOTES PHOTO IDENTIFICATION CHECK POINT T‐1 FIELD NOTES PHOTO IDENTIFICATION CHECK POINT T‐1 SITE PHOTOGRAPHS PHOTO IDENTIFICATION CHECK POINT T‐2 FIELD NOTES PHOTO IDENTIFICATION CHECK POINT T‐2 FIELD NOTES PHOTO IDENTIFICATION CHECK POINT T‐2 SITE PHOTOGRAPHS PHOTO IDENTIFICATION CHECK POINT T‐3 FIELD NOTES PHOTO IDENTIFICATION CHECK POINT T‐3 FIELD NOTES PHOTO IDENTIFICATION CHECK POINT T‐3 SITE PHOTOGRAPHS PHOTO IDENTIFICATION CHECK POINT T‐4 FIELD NOTES PHOTO IDENTIFICATION CHECK POINT T‐4 FIELD NOTES PHOTO IDENTIFICATION CHECK POINT T‐4 SITE PHOTOGRAPHS PHOTO IDENTIFICATION CHECK POINT T‐5 FIELD NOTES PHOTO IDENTIFICATION CHECK POINT T‐5 FIELD NOTES PHOTO IDENTIFICATION CHECK POINT T‐5 SITE PHOTOGRAPHS PHOTO IDENTIFICATION CHECK POINT T‐6 FIELD NOTES PHOTO IDENTIFICATION CHECK POINT T‐6 FIELD NOTES PHOTO IDENTIFICATION CHECK POINT T‐6 SITE PHOTOGRAPHS PHOTO IDENTIFICATION CHECK POINT T‐7 FIELD NOTES PHOTO IDENTIFICATION CHECK POINT T‐7 FIELD NOTES PHOTO IDENTIFICATION CHECK POINT T‐7 SITE PHOTOGRAPHS PHOTO IDENTIFICATION CHECK POINT T‐8 FIELD NOTES PHOTO IDENTIFICATION CHECK POINT T‐8 SITE PHOTOGRAPHS PHOTO IDENTIFICATION CHECK POINT T‐9 FIELD NOTES PHOTO IDENTIFICATION CHECK POINT T‐9 SITE PHOTOGRAPHS PHOTO IDENTIFICATION CHECK POINT T‐10 FIELD NOTES PHOTO IDENTIFICATION CHECK POINT T‐10 SITE PHOTOGRAPHS PHOTO IDENTIFICATION CHECK POINT T‐11 FIELD NOTES PHOTO IDENTIFICATION CHECK POINT T‐11 SITE PHOTOGRAPHS PHOTO IDENTIFICATION CHECK POINT T‐12 FIELD NOTES PHOTO IDENTIFICATION CHECK POINT T‐12 FIELD NOTES PHOTO IDENTIFICATION CHECK POINT T‐13 FIELD NOTES PHOTO IDENTIFICATION CHECK POINT T‐13 SITE PHOTOGRAPHS PHOTO IDENTIFICATION CHECK POINT T‐14 FIELD NOTES PHOTO IDENTIFICATION CHECK POINT T‐14 SITE PHOTOGRAPHS PHOTO IDENTIFICATION CHECK POINT T‐15 FIELD NOTES PHOTO IDENTIFICATION CHECK POINT T‐15 FIELD NOTES PHOTO IDENTIFICATION CHECK POINT T‐15 SITE PHOTOGRAPHS PHOTO IDENTIFICATION CHECK POINT T‐16 FIELD NOTES PHOTO IDENTIFICATION CHECK POINT T‐16 FIELD NOTES PHOTO IDENTIFICATION CHECK POINT T‐16 SITE PHOTOGRAPHS PHOTO IDENTIFICATION CHECK POINT T‐17 FIELD NOTES PHOTO IDENTIFICATION CHECK POINT T‐17 FIELD NOTES PHOTO IDENTIFICATION CHECK POINT T‐17 SITE PHOTOGRAPHS PHOTO IDENTIFICATION CHECK POINT T‐18 FIELD NOTES PHOTO IDENTIFICATION CHECK POINT T‐18 FIELD NOTES PHOTO IDENTIFICATION CHECK POINT T‐18 SITE PHOTOGRAPHS PHOTO IDENTIFICATION CHECK POINT T‐19 FIELD NOTES PHOTO IDENTIFICATION CHECK POINT T‐19 FIELD NOTES PHOTO IDENTIFICATION CHECK POINT T‐19 SITE PHOTOGRAPHS PHOTO IDENTIFICATION CHECK POINT T‐20 FIELD NOTES PHOTO IDENTIFICATION CHECK POINT T‐20 FIELD NOTES PHOTO IDENTIFICATION CHECK POINT T‐20 SITE PHOTOGRAPHS PHOTO IDENTIFICATION CHECK POINT T‐21 FIELD NOTES PHOTO IDENTIFICATION CHECK POINT T‐21 SITE PHOTOGRAPHS PHOTO IDENTIFICATION CHECK POINT T‐22 FIELD NOTES PHOTO IDENTIFICATION CHECK POINT T‐22 FIELD NOTES PHOTO IDENTIFICATION CHECK POINT T‐22 SITE PHOTOGRAPHS PHOTO IDENTIFICATION CHECK POINT T‐23 FIELD NOTES PHOTO IDENTIFICATION CHECK POINT T‐23 SITE PHOTOGRAPHS PHOTO IDENTIFICATION CHECK POINT T‐24 FIELD NOTES PHOTO IDENTIFICATION CHECK POINT T‐24 SITE PHOTOGRAPHS PHOTO IDENTIFICATION CHECK POINT T‐25 FIELD NOTES PHOTO IDENTIFICATION CHECK POINT T‐25 SITE PHOTOGRAPHS PHOTO IDENTIFICATION CHECK POINT T‐26 FIELD NOTES PHOTO IDENTIFICATION CHECK POINT T‐26 SITE PHOTOGRAPHS PHOTO IDENTIFICATION CHECK POINT T‐27 FIELD NOTES PHOTO IDENTIFICATION CHECK POINT T‐27 SITE PHOTOGRAPHS PHOTO IDENTIFICATION CHECK POINT T‐28 FIELD NOTES PHOTO IDENTIFICATION CHECK POINT T‐28 SITE PHOTOGRAPHS PHOTO IDENTIFICATION CHECK POINT T‐29 FIELD NOTES PHOTO IDENTIFICATION CHECK POINT T‐29 SITE PHOTOGRAPHS PHOTO IDENTIFICATION CHECK POINT T‐30 FIELD NOTES PHOTO IDENTIFICATION CHECK POINT T‐30 SITE PHOTOGRAPHS APPENDIX C The NGS Data Sheet See file dsdata.txt for more information about the datasheet. DATABASE = ,PROGRAM = datasheet, VERSION = 7.85 1 National Geodetic Survey, Retrieval Date = DECEMBER 6, 2010 AG0459 *********************************************************************** AG0459 DESIGNATION - COURTNEY B AG0459 PID - AG0459 AG0459 STATE/COUNTY- FL/PINELLAS AG0459 USGS QUAD - SAFETY HARBOR (1956) AG0459 AG0459 *CURRENT SURVEY CONTROL AG0459 ___________________________________________________________________ AG0459* NAD 83(1990)- 27 57 43.42453(N) 082 41 52.51823(W) ADJUSTED AG0459* NAVD 88 - 1.116 (meters) 3.66 (feet) ADJUSTED AG0459 ___________________________________________________________________ AG0459 LAPLACE CORR- -1.28 (seconds) DEFLEC09 AG0459 GEOID HEIGHT- -24.74 (meters) GEOID09 AG0459 DYNAMIC HT - 1.114 (meters) 3.65 (feet) COMP AG0459 MODELED GRAV- 979,187.6 (mgal) NAVD 88 AG0459 AG0459 HORZ ORDER - SECOND AG0459 VERT ORDER - SECOND CLASS II AG0459 AG0459.The horizontal coordinates were established by classical geodetic methods AG0459.and adjusted by the National Geodetic Survey in May 1991. AG0459 AG0459.The orthometric height was determined by differential leveling and AG0459.adjusted in June 1991. AG0459 AG0459.The Laplace correction was computed from DEFLEC09 derived deflections. AG0459 AG0459.The geoid height was determined by GEOID09. AG0459 AG0459.The dynamic height is computed by dividing the NAVD 88 AG0459.geopotential number by the normal gravity value computed on the AG0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0459.degrees latitude (g = 980.6199 gals.). AG0459 AG0459.The modeled gravity was interpolated from observed gravity values. AG0459 AG0459; North East Units Scale Factor Converg. AG0459;SPC FL W - 402,201.129 131,330.169 MT 0.99999936 -0 19 38.1 AG0459;SPC FL W - 1,319,554.87 430,872.40 sFT 0.99999936 -0 19 38.1 AG0459;UTM 17 - 3,094,160.413 332,983.824 MT 0.99994430 -0 47 46.7 AG0459 AG0459! - Elev Factor x Scale Factor = Combined Factor AG0459!SPC FL W - 1.00000371 x 0.99999936 = 1.00000307 AG0459!UTM 17 - 1.00000371 x 0.99994430 = 0.99994801 AG0459 AG0459: Primary Azimuth Mark Grid Az AG0459:SPC FL W - COURTNEY 084 34 40.3 DATASHEETS Page 1 of 3 http://www.ngs.noaa.gov/cgi-bin/ds_mark.prl?PidBox=AG0459 12/6/2010 AG0459:UTM 17 - COURTNEY 085 02 48.9 AG0459 AG0459|---------------------------------------------------------------------| AG0459| PID Reference Object Distance Geod. Az | AG0459| dddmmss.s | AG0459| AG0456 COURTNEY APPROX. 3.5 KM 0841502.2 | AG0459| AG2346 COURTNEY B PT A 5.096 METERS 15916 | AG0459| AG2334 CLEARWATER ST PETERSBURG TANK APPROX. 1.3 KM 3161454.6 | AG0459|---------------------------------------------------------------------| AG0459 AG0459 SUPERSEDED SURVEY CONTROL AG0459 AG0459 NAD 83(1986)- 27 57 43.43073(N) 082 41 52.52945(W) AD( ) 2 AG0459 NAD 27 - 27 57 42.35789(N) 082 41 53.16931(W) AD( ) 2 AG0459 NGVD 29 (??/??/92) 1.377 (m) 4.52 (f) ADJ UNCH 2 2 AG0459 AG0459.Superseded values are not recommended for survey control. AG0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0459. See file dsdata.txt to determine how the superseded data were derived. AG0459 AG0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3298394160(NAD 83) AG0459_MARKER: DD = SURVEY DISK AG0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0459_SP_SET: SET IN TOP OF CONCRETE MONUMENT AG0459_STAMPING: COURTNEY B AG0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0459+STABILITY: SURFACE MOTION AG0459_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG0459+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2004 AG0459 AG0459 HISTORY - Date Condition Report By AG0459 HISTORY - 1973 MONUMENTED FL-103 AG0459 HISTORY - 1975 GOOD FLDT AG0459 HISTORY - 20041005 GOOD POLASS AG0459 HISTORY - 20080603 GOOD PINCPW AG0459 AG0459 STATION DESCRIPTION AG0459 AG0459'DESCRIBED BY PINELLAS COUNTY FLORIDA 1973 (DFF) AG0459'LOCATED ON THE WESTERN SHORE OF OLD TAMPA BAY, JUST NORTH OF AG0459'COURTNEY CAMPBELL CAUSEWAY (STATE ROUTE 60) AT CLEARWATER AG0459'CHRISTIAN COLLEGE. AG0459' AG0459'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 19 AND STATE ROUTE 60 AG0459'(GULF TO BAY BOULEVARD), GO EAST ON STATE ROUTE 60 FOR 2.0 MILES AG0459'TO PAVED ROAD ON LEFT WHICH IS THE ENTRANCE TO CLEARWATER AG0459'CHRISTIAN COLLEGE. TURN LEFT AND GO NORTHWARDLY ON PAVED ROAD AG0459'FOR 0.1 MILE TO STATION ON RIGHT AS DESCRIBED. AG0459' AG0459'BRONZE DISK STAMPED COURTNEY-B SET IN THE TOP OF A 12 INCH AG0459'DIAMETER ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE AG0459'GROUND. THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF AG0459'CONCRETE 42 INCHES BELOW THE GROUND SURFACE. IT IS 14.0 FEET AG0459'SOUTHEAST OF THE CENTER OF THE PAVED ROAD, 79.0 FEET SOUTHWEST OF AG0459'POWER POLE NUMBER 990 15-2, 48 FEET SOUTHEAST OF A TWIN TRUNK AG0459'OAK TREE AND 62 FEET NORTH OF THE WATER EDGE. AG0459' AG0459'TOP POINT OF WEST WHITE METAL VENTILATOR IS LOCATED ATOP AG0459'DORMITORY BUILDING OF CLEARWATER CHRISTIAN COLLEGE. AG0459' DATASHEETS Page 2 of 3 http://www.ngs.noaa.gov/cgi-bin/ds_mark.prl?PidBox=AG0459 12/6/2010 AG0459'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. AG0459 AG0459 STATION RECOVERY (1975) AG0459 AG0459'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AG0459'AT CLEARWATER. AG0459'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 19 AND S.R. 60 AG0459'(GULF TO BAY BLVD.), RUN EASTERLY ON S.R. 60 FOR 2.0 MILE TO THE AG0459'ENTRANCE TO CLEARWATER CHRISTIAN COLLEGE. RUN NORTHERLY ON AG0459'COLLEGE DRIVEWAY FOR 387.0 FT. STATION ON RIGHT, 13.7 FT. SE AG0459'OF THE CENTERLINE OF DRIVE, 200.0 FT. SOUTH OF THE SE CORNER AG0459'OF ONE STORY CONCRETE BLOCK BUILDING, 76.0 FT. SW OF POWER LIGHT AG0459'POLE, NUMBER 2-1550, 50.0 FT. SE OF A TWIN 24 INCH OAK TREE. AG0459'SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND. AG0459'SECTION 16, T29S, R16E. AG0459 AG0459 STATION RECOVERY (2004) AG0459 AG0459'RECOVERY NOTE BY POLARIS ASSOCIATES 2004 (TME) AG0459'MONUMENT WAS RECOVERED IN STABLE CONDITION, GPS OBSERVATIONS AG0459'APPROPRIATE, AND DESCRIPTION IS ADEQUATE. AG0459 AG0459 STATION RECOVERY (2008) AG0459 AG0459'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (CB) AG0459'RECOVERED IN GOOD CONDITION. *** retrieval complete. Elapsed Time = 00:00:00 DATASHEETS Page 3 of 3 http://www.ngs.noaa.gov/cgi-bin/ds_mark.prl?PidBox=AG0459 12/6/2010 The NGS Data Sheet See file dsdata.txt for more information about the datasheet. DATABASE = ,PROGRAM = datasheet, VERSION = 7.85 1 National Geodetic Survey, Retrieval Date = DECEMBER 6, 2010 AL0220 *********************************************************************** AL0220 DESIGNATION - HOG ISLAND B AL0220 PID - AL0220 AL0220 STATE/COUNTY- FL/PINELLAS AL0220 USGS QUAD - DUNEDIN (1987) AL0220 AL0220 *CURRENT SURVEY CONTROL AL0220 ___________________________________________________________________ AL0220* NAD 83(2007)- 28 03 07.12258(N) 082 48 05.01476(W) ADJUSTED AL0220* NAVD 88 - 1.706 (meters) 5.60 (feet) ADJUSTED AL0220 ___________________________________________________________________ AL0220 EPOCH DATE - 2002.00 AL0220 X - 705,865.347 (meters) COMP AL0220 Y - -5,588,592.255 (meters) COMP AL0220 Z - 2,981,579.180 (meters) COMP AL0220 LAPLACE CORR- -1.35 (seconds) DEFLEC09 AL0220 ELLIP HEIGHT- -23.111 (meters) (02/10/07) ADJUSTED AL0220 GEOID HEIGHT- -24.80 (meters) GEOID09 AL0220 DYNAMIC HT - 1.704 (meters) 5.59 (feet) COMP AL0220 AL0220 ------- Accuracy Estimates (at 95% Confidence Level in cm) -------- AL0220 Type PID Designation North East Ellip AL0220 ------------------------------------------------------------------- AL0220 NETWORK AL0220 HOG ISLAND B 0.86 0.78 1.72 AL0220 ------------------------------------------------------------------- AL0220 MODELED GRAV- 979,187.9 (mgal) NAVD 88 AL0220 AL0220 VERT ORDER - SECOND CLASS I AL0220 AL0220.The horizontal coordinates were established by GPS observations AL0220.and adjusted by the National Geodetic Survey in February 2007. AL0220 AL0220.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). AL0220.See National Readjustment for more information. AL0220.The horizontal coordinates are valid at the epoch date displayed above. AL0220.The epoch date for horizontal control is a decimal equivalence AL0220.of Year/Month/Day. AL0220 AL0220.The orthometric height was determined by differential leveling and AL0220.adjusted in June 1991. AL0220.WARNING-Repeat measurements at this control monument indicate possible AL0220.vertical movement. AL0220 AL0220.The X, Y, and Z were computed from the position and the ellipsoidal ht. AL0220 AL0220.The Laplace correction was computed from DEFLEC09 derived deflections. AL0220 DATASHEETS Page 1 of 4 http://www.ngs.noaa.gov/cgi-bin/ds_mark.prl?PidBox=AL0220 12/6/2010 AL0220.The ellipsoidal height was determined by GPS observations AL0220.and is referenced to NAD 83. AL0220 AL0220.The geoid height was determined by GEOID09. AL0220 AL0220.The dynamic height is computed by dividing the NAVD 88 AL0220.geopotential number by the normal gravity value computed on the AL0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL0220.degrees latitude (g = 980.6199 gals.). AL0220 AL0220.The modeled gravity was interpolated from observed gravity values. AL0220 AL0220; North East Units Scale Factor Converg. AL0220;SPC FL W - 412,228.021 121,214.537 MT 1.00001776 -0 22 36.8 AL0220;SPC FL W - 1,352,451.43 397,684.69 sFT 1.00001776 -0 22 36.8 AL0220;UTM 17 - 3,104,269.471 322,951.173 MT 0.99998690 -0 50 50.5 AL0220 AL0220! - Elev Factor x Scale Factor = Combined Factor AL0220!SPC FL W - 1.00000363 x 1.00001776 = 1.00002139 AL0220!UTM 17 - 1.00000363 x 0.99998690 = 0.99999053 AL0220 AL0220: Primary Azimuth Mark Grid Az AL0220:SPC FL W - TARPON SPRINGS FLA PWR MW 029 54 01.9 AL0220:UTM 17 - TARPON SPRINGS FLA PWR MW 030 22 15.6 AL0220 AL0220|---------------------------------------------------------------------| AL0220| PID Reference Object Distance Geod. Az | AL0220| dddmmss.s | AL0220| AL0743 TARPON SPRINGS FLA PWR MW APPROX.12.2 KM 0293125.1 | AL0220| AL0895 DUNEDIN N MUN TANK APPROX. 2.4 KM 0991542.8 | AL0220| AL0888 DUNEDIN H P HOOD INC TANK APPROX. 3.6 KM 1553059.7 | AL0220|---------------------------------------------------------------------| AL0220 AL0220 SUPERSEDED SURVEY CONTROL AL0220 AL0220 NAD 83(1999)- 28 03 07.12291(N) 082 48 05.01475(W) AD( ) 1 AL0220 ELLIP H (05/29/03) -23.110 (m) GP( ) 4 2 AL0220 NAD 83(1990)- 28 03 07.12035(N) 082 48 05.01466(W) AD( ) 1 AL0220 NAD 83(1986)- 28 03 07.12750(N) 082 48 05.02555(W) AD( ) 1 AL0220 NAD 27 - 28 03 06.06550(N) 082 48 05.65624(W) AD( ) 1 AL0220 NAVD 88 (05/29/03) 1.71 (m) 5.6 (f) LEVELING 3 AL0220 NGVD 29 (??/??/92) 1.975 (m) 6.48 (f) ADJ UNCH 2 1 AL0220 AL0220.Superseded values are not recommended for survey control. AL0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL0220. See file dsdata.txt to determine how the superseded data were derived. AL0220 AL0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM2295104269(NAD 83) AL0220_MARKER: DD = SURVEY DISK AL0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT AL0220_STAMPING: HOG ISLAND B AL0220_MARK LOGO: FL-103 AL0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL0220+STABILITY: SURFACE MOTION AL0220_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AL0220+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2004 AL0220 AL0220 HISTORY - Date Condition Report By AL0220 HISTORY - 1973 MONUMENTED NGS DATASHEETS Page 2 of 4 http://www.ngs.noaa.gov/cgi-bin/ds_mark.prl?PidBox=AL0220 12/6/2010 AL0220 HISTORY - 1975 GOOD FLDT AL0220 HISTORY - 1983 GOOD FLDNR AL0220 HISTORY - 1989 GOOD USPSQD AL0220 HISTORY - 20040504 GOOD DEWDAV AL0220 HISTORY - 20080528 GOOD PINCPW AL0220 AL0220 STATION DESCRIPTION AL0220 AL0220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (DFF) AL0220'THE STATION IS ON THE NORTH SIDE OF CAUSEWAY BOULEVARD, ABOUT AL0220'1 MILE NORTHWEST OF THE MAINLAND OF THE NORTHWEST SECTION AL0220'OF DUNDEDIN. AL0220' AL0220'TO REACH FROM THE JUNCTION OF U.S. ALTERNATE HIGHWAY 19 AND AL0220'STATE ROUTE S-586 (CURLEW ROAD) AT THE NORTHWEST SECTION OF DUNEDIN, AL0220'GO NORTHWEST ON CAUSEWAY BOULEVARD FOR 1 MILE TO FIRST AL0220'BRIDGE. CONTINUE NORTHWEST ON CAUSEWAY BOULEVARD FOR 0.3 MILE TO AL0220'STATION ON RIGHT AS DESCRIBED. AL0220' AL0220'BRONZE DISK STAMPED HOG ISLAND-B SET IN A 12 INCH DIAMETER ROUND AL0220'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND. THE UNDERGROUND AL0220'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 36 INCHES BELOW THE AL0220'GROUND SURFACE. AL0220' AL0220'IT IS 24 FEET NORTH OF CAUSEWAY BOULEVARD, 4.5 FEET NORTHEAST AL0220'OF CONCRETE LIGHT POLE NUMBER 2-10537, AND 7.0 FEET SOUTHWEST AL0220'OF THE FOOT OF A GUY WIRE. AL0220' AL0220'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. AL0220 AL0220 STATION RECOVERY (1975) AL0220 AL0220'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 AL0220'AT N DUNEDIN. AL0220'THE STATION IS ON THE NORTH SIDE OF CAUSEWAY BLVD., ABOUT 1 MILE AL0220'NW OF THE MAINLAND ON THE NW SECTION OF DUNEDIN. TO REACH STATION AL0220'FROM THE INTERSECTION OF U.S. ALT. 19 AND S.R. S-586 (CAUSEWAY AL0220'BLVD.), RUN W. THEN SW ALONG CAUSEWAY BLVD. FOR 1.35 MILE TO STATION AL0220'ON RIGHT, 24 FT. N. OF CAUSEWAY BLVD., 4.5 FT. NE OF CONCRETE LIGHT AL0220'POLE NUMBER 2-10537, 7 FT. SW OF THE FOOT OF A GUY WIRE. SET IN AL0220'TOP OF CONCRETE POST THAT IS FLUSH WITH THE GROUND. SECTION 16, AL0220'T 28S, R 15E AL0220 AL0220 STATION RECOVERY (1983) AL0220 AL0220'RECOVERY NOTE BY FL DEPT OF NAT RES 1983 AL0220'RECOVERED IN GOOD CONDITION. AL0220 AL0220 STATION RECOVERY (1989) AL0220 AL0220'RECOVERY NOTE BY US POWER SQUADRON 1989 (JJC) AL0220'RECOVERED IN GOOD CONDITION. AL0220 AL0220 STATION RECOVERY (2004) AL0220 AL0220'RECOVERY NOTE BY DEWBERRY DAVIS 2004 (KEC) AL0220'RECOVERED IN GOOD CONDITION. AL0220 AL0220 STATION RECOVERY (2008) AL0220 DATASHEETS Page 3 of 4 http://www.ngs.noaa.gov/cgi-bin/ds_mark.prl?PidBox=AL0220 12/6/2010 AL0220'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (BE) AL0220' AL0220' AL0220' AL0220' AL0220' AL0220' AL0220' AL0220' AL0220' *** retrieval complete. Elapsed Time = 00:00:01 DATASHEETS Page 4 of 4 http://www.ngs.noaa.gov/cgi-bin/ds_mark.prl?PidBox=AL0220 12/6/2010 The NGS Data Sheet See file dsdata.txt for more information about the datasheet. DATABASE = ,PROGRAM = datasheet, VERSION = 7.85 1 National Geodetic Survey, Retrieval Date = DECEMBER 1, 2010 AL7103 *********************************************************************** AL7103 DESIGNATION - OLDSMAR 2 AL7103 PID - AL7103 AL7103 STATE/COUNTY- FL/PINELLAS AL7103 USGS QUAD - OLDSMAR (1987) AL7103 AL7103 *CURRENT SURVEY CONTROL AL7103 ___________________________________________________________________ AL7103* NAD 83(1990)- 28 02 05.96071(N) 082 39 04.76181(W) NO CHECK AL7103* NAVD 88 - 1.714 (meters) 5.62 (feet) ADJUSTED AL7103 ___________________________________________________________________ AL7103 LAPLACE CORR- -1.10 (seconds) DEFLEC09 AL7103 GEOID HEIGHT- -24.93 (meters) GEOID09 AL7103 DYNAMIC HT - 1.712 (meters) 5.62 (feet) COMP AL7103 MODELED GRAV- 979,188.7 (mgal) NAVD 88 AL7103 AL7103 HORZ ORDER - SECOND AL7103 VERT ORDER - SECOND CLASS II AL7103 AL7103.The horizontal coordinates were established by classical geodetic methods AL7103.and adjusted by the National Geodetic Survey in May 1991. AL7103.No horizontal observational check was made to the station. AL7103 AL7103.The orthometric height was determined by differential leveling and AL7103.adjusted in June 1991. AL7103 AL7103.The Laplace correction was computed from DEFLEC09 derived deflections. AL7103 AL7103.The geoid height was determined by GEOID09. AL7103 AL7103.The dynamic height is computed by dividing the NAVD 88 AL7103.geopotential number by the normal gravity value computed on the AL7103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL7103.degrees latitude (g = 980.6199 gals.). AL7103 AL7103.The modeled gravity was interpolated from observed gravity values. AL7103 AL7103; North East Units Scale Factor Converg. AL7103;SPC FL W - 410,257.329 135,958.377 MT 0.99999178 -0 18 22.1 AL7103;SPC FL W - 1,345,985.92 446,056.78 sFT 0.99999178 -0 18 22.1 AL7103;UTM 17 - 3,102,177.922 337,677.623 MT 0.99992521 -0 46 34.7 AL7103 AL7103! - Elev Factor x Scale Factor = Combined Factor AL7103!SPC FL W - 1.00000365 x 0.99999178 = 0.99999543 AL7103!UTM 17 - 1.00000365 x 0.99992521 = 0.99992886 AL7103 AL7103: Primary Azimuth Mark Grid Az DATASHEETS Page 1 of 4 http://www.ngs.noaa.gov/cgi-bin/ds_mark.prl?PidBox=AL7103 12/1/2010 AL7103:SPC FL W - OLDSMAR RM 3 178 47 02.9 AL7103:UTM 17 - OLDSMAR RM 3 179 15 15.5 AL7103 AL7103|---------------------------------------------------------------------| AL7103| PID Reference Object Distance Geod. Az | AL7103| dddmmss.s | AL7103| AL7104 OLDSMAR 2 RM 4 13.102 METERS 10216 | AL7103| AL7105 OLDSMAR RM 3 1782840.8 | AL7103| AL7102 OLDSMAR 2 RM 5 23.141 METERS 18914 | AL7103| AL0656 OLDSMAR 12.408 METERS 31457 | AL7103|---------------------------------------------------------------------| AL7103 AL7103 SUPERSEDED SURVEY CONTROL AL7103 AL7103 NAD 83(1986)- 28 02 05.96711(N) 082 39 04.77240(W) AD( ) 2 AL7103 NAD 27 - 28 02 04.90276(N) 082 39 05.41695(W) AD( ) 2 AL7103 NGVD 29 (??/??/92) 1.972 (m) 6.47 (f) ADJ UNCH 2 2 AL7103 AL7103.Superseded values are not recommended for survey control. AL7103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL7103. See file dsdata.txt to determine how the superseded data were derived. AL7103 AL7103_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM3767702177(NAD 83) AL7103_MARKER: DS = TRIANGULATION STATION DISK AL7103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL7103_SP_SET: CONCRETE POST AL7103_STAMPING: OLDSMAR 2 1977 AL7103_MARK LOGO: NGS AL7103_PROJECTION: FLUSH AL7103_MAGNETIC: N = NO MAGNETIC MATERIAL AL7103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL7103+STABILITY: SURFACE MOTION AL7103_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AL7103+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2009 AL7103 AL7103 HISTORY - Date Condition Report By AL7103 HISTORY - 1977 MONUMENTED NGS AL7103 HISTORY - 1978 GOOD FL-103 AL7103 HISTORY - 19930429 GOOD USPSQD AL7103 HISTORY - 20080529 GOOD PINCPW AL7103 HISTORY - 20081002 GOOD FLDEP AL7103 HISTORY - 20090619 GOOD FL-057 AL7103 HISTORY - 20091015 GOOD FLDEP AL7103 AL7103 STATION DESCRIPTION AL7103 AL7103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN) AL7103'STATION IS LOCATED 4 MILES NORTHEAST OF SAFETY HARBOR, 0.2 MILE AL7103'WEST OF THE PINELLAS-HILLSBOROUGH COUNTY LINE, ON THE EAST EDGE OF AL7103'THE TOWN OF OLDSMAR AND ON PROPERTY OF THE FLORIDA POWER AND AL7103'LIGHT COMPANY. AL7103' AL7103'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 19 AND AL7103'STATE ROAD 584 WHICH IS ABOUT 2 MILES EAST OF THE TOWN OF OZONA, AL7103'GO EAST ON STATE ROAD 584 FOR 5.8 MILES TO THE JUNCTION OF STATE AL7103'ROAD 580. CONTINUE EASTERLY ON STATE ROAD 584 FOR 0.25 MILE TO AL7103'WHERE ELECTRIC HIGH LINES CROSS HIGHWAY AND STATION ON LEFT IN AL7103'THE CLEARED AREA OF THE FLORIDA POWER AND LIGHT COMPANY. AL7103' AL7103'STATION MARKS ARE STANDARD DISKS STAMPED OLDSMAR 2 1977. THE DATASHEETS Page 2 of 4 http://www.ngs.noaa.gov/cgi-bin/ds_mark.prl?PidBox=AL7103 12/1/2010 AL7103'SURFACE MARK IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE AL7103'MONUMENT THAT IS SET FLUSH WITH THE GROUND SURFACE. IT IS ABOUT AL7103'243 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A 4- LEG AL7103'HIGH LINE TOWER WHICH IS THE WESTERLY ONE OF THREE AND THE FIRST AL7103'ONE ON THE NORTHEAST SIDE OF HIGHWAY 584, 124.5 FEET NORTHEAST AL7103'OF THE CENTER OF STATE HIGHWAY 584, 53 FEET WEST OF THE CENTER AL7103'OF THE WESTERLY ONE OF THREE POWER LINES, 15 FEET EAST OF AN AL7103'UNDERGROUND GAS LINE THAT IS MARKED, 2.7 FEET NORTH OF A AL7103'METAL WITNESS POST AND 2.3 FEET SOUTH OF A METAL WITNESS AL7103'POST. THE UNDERGROUND MARK IS SET IN THE TOP OF AN AL7103'IRREGULAR MASS OF CONCRETE THAT IS 32-INCHES BELOW THE GROUND AL7103'SURFACE. AL7103' AL7103'REFERENCE MARK 4, A STANDARD DISK STAMPED OLDSMAR 2 NO 4 1977, AL7103'IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS AL7103'SET FLUSH WITH THE GROUND. IT IS 130.5 FEET NORTHEAST OF THE AL7103'CENTER OF HIGHWAY 584, 13 FEET WEST OF THE CENTER OF THE WESTERLY AL7103'ONE OF THE THREE POWER LINES AND 6-INCHES SOUTH OF A METAL AL7103'WITNESS POST. AL7103' AL7103'REFERENCE MARK 5, A STANDARD DISK STAMPED OLDSMAR 2 NO 5 1977, AL7103'IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS AL7103'SET FLUSH WITH THE GROUND SURFACE. IT IS 50 FEET NORTHEAST OF AL7103'THE CENTER OF HIGHWAY 584, 2 FEET EAST OF THE UNDERGROUND GAS AL7103'LINE AND 6-INCHES SOUTH OF A METAL WITNESS POST. AL7103' AL7103'REFERENCE MARK 3 (AZIMUTH MARK), STAMPED OLDSMAR NO 3 1973, IS AL7103'A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE CONCRETE BASE OF AL7103'THE SOUTHWEST LEG OF TRANSMISSION TOWER H TE 16. THE CONCRETE AL7103'BASE PROJECTS ABOUT 6-INCHES ABOVE THE GROUND. IT IS 2 FEET AL7103'SOUTHWEST OF THE SOUTHWEST LEG OF THE TOWER AND 1 FOOT NORTH OF AL7103'A METAL WITNESS POST. AL7103' AL7103'TO REACH REFERENCE MARK 3 (AZIMUTH MARK), GO SOUTH ALONG THE AL7103'TRANSMISSION LINES FOR ABOUT 0.5 MILE TO TOWER NUMBERED H TE 16 AL7103'AND MARK. AL7103' AL7103'NOTICE--STATION MARK CAN BE LOCATED WITH A METAL DETECTOR. AL7103 AL7103 STATION RECOVERY (1978) AL7103 AL7103'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 1978 AL7103'IN OLDSMAR. AL7103'TO REACH THE STATION FROM THE INTERSECTION OF SR 580 AND SR 584, RUN AL7103'EASTERLY ON SR 580 FOR 0.25 MILE TO FLORIDA POWER TRANSMISSION LINES. AL7103'STATION ON LEFT, 244.5 FT. S.W. OF THE S.W. LEG OF THE MOST WESTERLY AL7103'STEEL POWER TOWER NO NUMBER, 126.2 FT. NORTH OF THE CENTERLINE OF SR AL7103'580, 40.5 FT. WEST OF THE MOST WESTERLY POWER LINES OF POWER TOWERS. AL7103'SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND. AL7103 AL7103 STATION RECOVERY (1993) AL7103 AL7103'RECOVERY NOTE BY US POWER SQUADRON 1993 (LUG) AL7103'RECOVERED IN GOOD CONDITION. AL7103 AL7103 STATION RECOVERY (2008) AL7103 AL7103'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (BE) AL7103'RECOVERED IN GOOD CONDITION. AL7103 DATASHEETS Page 3 of 4 http://www.ngs.noaa.gov/cgi-bin/ds_mark.prl?PidBox=AL7103 12/1/2010 AL7103 STATION RECOVERY (2008) AL7103 AL7103'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ) AL7103'RECOVERED AS DESCRIBED. AL7103 AL7103 STATION RECOVERY (2009) AL7103 AL7103'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 2009 (JG) AL7103'RECOVERED IN GOOD CONDITION. AL7103 AL7103 STATION RECOVERY (2009) AL7103 AL7103'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (MWM) AL7103'RECOVERED AS DESCRIBED. *** retrieval complete. Elapsed Time = 00:00:00 DATASHEETS Page 4 of 4 http://www.ngs.noaa.gov/cgi-bin/ds_mark.prl?PidBox=AL7103 12/1/2010 The NGS Data Sheet See file dsdata.txt for more information about the datasheet. DATABASE = ,PROGRAM = datasheet, VERSION = 7.85 1 National Geodetic Survey, Retrieval Date = DECEMBER 13, 2010 DF5787 *********************************************************************** DF5787 DESIGNATION - PCDSM GPS 08 DF5787 PID - DF5787 DF5787 STATE/COUNTY- FL/PINELLAS DF5787 USGS QUAD - ST PETERSBURG (1987) DF5787 DF5787 *CURRENT SURVEY CONTROL DF5787 ___________________________________________________________________ DF5787* NAD 83(2007)- 27 48 20.18481(N) 082 37 36.73369(W) ADJUSTED DF5787* NAVD 88 - 1.6 (meters) 5. (feet) GPS OBS DF5787 ___________________________________________________________________ DF5787 EPOCH DATE - 2002.00 DF5787 X - 724,525.924 (meters) COMP DF5787 Y - -5,599,098.358 (meters) COMP DF5787 Z - 2,957,456.771 (meters) COMP DF5787 LAPLACE CORR- -1.88 (seconds) DEFLEC09 DF5787 ELLIP HEIGHT- -22.988 (meters) (02/10/07) ADJUSTED DF5787 GEOID HEIGHT- -24.58 (meters) GEOID09 DF5787 DF5787 ------- Accuracy Estimates (at 95% Confidence Level in cm) -------- DF5787 Type PID Designation North East Ellip DF5787 ------------------------------------------------------------------- DF5787 NETWORK DF5787 PCDSM GPS 08 1.12 0.88 2.21 DF5787 ------------------------------------------------------------------- DF5787 DF5787.The horizontal coordinates were established by GPS observations DF5787.and adjusted by the National Geodetic Survey in February 2007. DF5787 DF5787.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). DF5787.See National Readjustment for more information. DF5787.The horizontal coordinates are valid at the epoch date displayed above. DF5787.The epoch date for horizontal control is a decimal equivalence DF5787.of Year/Month/Day. DF5787 DF5787.The orthometric height was determined by GPS observations and a DF5787.high-resolution geoid model. DF5787 DF5787.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF5787 DF5787.The Laplace correction was computed from DEFLEC09 derived deflections. DF5787 DF5787.The ellipsoidal height was determined by GPS observations DF5787.and is referenced to NAD 83. DF5787 DF5787.The geoid height was determined by GEOID09. DF5787 DF5787; North East Units Scale Factor Converg. DATASHEETS Page 1 of 3 http://www.ngs.noaa.gov/cgi-bin/ds_mark.prl?PidBox=DF5787 12/13/2010 DF5787;SPC FL W - 384,825.644 138,232.484 MT 0.99998825 -0 17 32.7 DF5787;SPC FL W - 1,262,548.80 453,517.74 sFT 0.99998825 -0 17 32.7 DF5787;UTM 17 - 3,076,730.250 339,743.607 MT 0.99991700 -0 45 32.6 DF5787 DF5787! - Elev Factor x Scale Factor = Combined Factor DF5787!SPC FL W - 1.00000361 x 0.99998825 = 0.99999186 DF5787!UTM 17 - 1.00000361 x 0.99991700 = 0.99992061 DF5787 DF5787|---------------------------------------------------------------------| DF5787| PID Reference Object Distance Geod. Az | DF5787| dddmmss.s | DF5787| DF5786 PCDSM GPS 07 234.458 METERS 18918 | DF5787|---------------------------------------------------------------------| DF5787 DF5787 SUPERSEDED SURVEY CONTROL DF5787 DF5787 NAD 83(1999)- 27 48 20.18487(N) 082 37 36.73379(W) AD( ) 1 DF5787 ELLIP H (05/29/03) -22.989 (m) GP( ) 4 2 DF5787 DF5787.Superseded values are not recommended for survey control. DF5787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DF5787. See file dsdata.txt to determine how the superseded data were derived. DF5787 DF5787_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3974376730(NAD 83) DF5787_MARKER: DD = SURVEY DISK DF5787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF5787_STAMPING: PCDSM GPS 08 1999 DF5787_PROJECTION: FLUSH DF5787_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF5787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF5787+STABILITY: SURFACE MOTION DF5787_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF5787+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1999 DF5787 DF5787 HISTORY - Date Condition Report By DF5787 HISTORY - 19990909 MONUMENTED FL-103 DF5787 HISTORY - 20080820 GOOD PINCPW DF5787 DF5787 STATION DESCRIPTION DF5787 DF5787'DESCRIBED BY PINELLAS COUNTY FLORIDA 1999 (HFO) DF5787'TO REACH STATION FROM THE INTERSECTION OF US HIGHWAY 92 (4TH STREET DF5787'NORTH) AND DF5787'22ND AVENUE NORTH, RUN NORTH ON US HIGHWAY 92 FOR 0.7 MILES TO THE DF5787'INTERSECTION OF US HIGHWAY 92 AND 34TH AVENUE NORTH, TURN RIGHT AND DF5787'RUN EAST ON 34TH AVENUE NORTH FOR 0.6 MILES TO THE INTERSECTION OF DF5787'34TH DF5787'AVENUE NORTHEAST AND POPLAR STREET NORTHEAST, TURN LEFT AND RUN DF5787'NORTH ON POPLAR STREET NORTHEAST FOR 0.1 MILES. STATION IS ON THE DF5787'RIGHT DF5787'IN CRISP PARK, 239 FT. EAST OF THE CENTERLINE OF POPLAR STREET DF5787'NORTHEAST, DF5787'75 FT. SOUTH OF THE CENTERLINE OF 37TH AVENUE NORTHEAST, 108 FT. S DF5787'70E OF DF5787'PPB00346, 116.2 FT. N 50E OF PPB20996, 1.5 FT. NORTH OF MARKER. DF5787'SET IN THE DF5787'TOP OF A CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND. DF5787' DF5787' DF5787' DATASHEETS Page 2 of 3 http://www.ngs.noaa.gov/cgi-bin/ds_mark.prl?PidBox=DF5787 12/13/2010 DF5787 DF5787 STATION RECOVERY (2008) DF5787 DF5787'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (BE) DF5787'RECOVERED IN GOOD CONDITION. *** retrieval complete. Elapsed Time = 00:00:00 DATASHEETS Page 3 of 3 http://www.ngs.noaa.gov/cgi-bin/ds_mark.prl?PidBox=DF5787 12/13/2010 The NGS Data Sheet See file dsdata.txt for more information about the datasheet. DATABASE = ,PROGRAM = datasheet, VERSION = 7.85 1 National Geodetic Survey, Retrieval Date = DECEMBER 13, 2010 DF5798 *********************************************************************** DF5798 DESIGNATION - PCDSM GPS 19 DF5798 PID - DF5798 DF5798 STATE/COUNTY- FL/PINELLAS DF5798 USGS QUAD - CLEARWATER (1987) DF5798 DF5798 *CURRENT SURVEY CONTROL DF5798 ___________________________________________________________________ DF5798* NAD 83(2007)- 27 53 19.55172(N) 082 50 17.34899(W) ADJUSTED DF5798* NAVD 88 - 3.4 (meters) 11. (feet) GPS OBS DF5798 ___________________________________________________________________ DF5798 EPOCH DATE - 2002.00 DF5798 X - 703,337.547 (meters) COMP DF5798 Y - -5,597,462.742 (meters) COMP DF5798 Z - 2,965,605.754 (meters) COMP DF5798 LAPLACE CORR- -1.61 (seconds) DEFLEC09 DF5798 ELLIP HEIGHT- -21.041 (meters) (02/10/07) ADJUSTED DF5798 GEOID HEIGHT- -24.42 (meters) GEOID09 DF5798 DF5798 ------- Accuracy Estimates (at 95% Confidence Level in cm) -------- DF5798 Type PID Designation North East Ellip DF5798 ------------------------------------------------------------------- DF5798 NETWORK DF5798 PCDSM GPS 19 1.20 1.02 2.21 DF5798 ------------------------------------------------------------------- DF5798 DF5798.The horizontal coordinates were established by GPS observations DF5798.and adjusted by the National Geodetic Survey in February 2007. DF5798 DF5798.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). DF5798.See National Readjustment for more information. DF5798.The horizontal coordinates are valid at the epoch date displayed above. DF5798.The epoch date for horizontal control is a decimal equivalence DF5798.of Year/Month/Day. DF5798 DF5798.The orthometric height was determined by GPS observations and a DF5798.high-resolution geoid model. DF5798 DF5798.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF5798 DF5798.The Laplace correction was computed from DEFLEC09 derived deflections. DF5798 DF5798.The ellipsoidal height was determined by GPS observations DF5798.and is referenced to NAD 83. DF5798 DF5798.The geoid height was determined by GEOID09. DF5798 DF5798; North East Units Scale Factor Converg. DATASHEETS Page 1 of 3 http://www.ngs.noaa.gov/cgi-bin/ds_mark.prl?PidBox=DF5798 12/13/2010 DF5798;SPC FL W - 394,165.089 117,476.439 MT 1.00002520 -0 23 31.5 DF5798;SPC FL W - 1,293,189.96 385,420.62 sFT 1.00002520 -0 23 31.5 DF5798;UTM 17 - 3,086,238.227 319,065.377 MT 1.00000408 -0 51 36.2 DF5798 DF5798! - Elev Factor x Scale Factor = Combined Factor DF5798!SPC FL W - 1.00000331 x 1.00002520 = 1.00002851 DF5798!UTM 17 - 1.00000331 x 1.00000408 = 1.00000739 DF5798 DF5798|---------------------------------------------------------------------| DF5798| PID Reference Object Distance Geod. Az | DF5798| dddmmss.s | DF5798| DF5799 PCDSM GPS 20 139.740 METERS 21933 | DF5798|---------------------------------------------------------------------| DF5798 DF5798 SUPERSEDED SURVEY CONTROL DF5798 DF5798 NAD 83(1999)- 27 53 19.55194(N) 082 50 17.34917(W) AD( ) 1 DF5798 ELLIP H (05/29/03) -21.035 (m) GP( ) 4 2 DF5798 DF5798.Superseded values are not recommended for survey control. DF5798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DF5798. See file dsdata.txt to determine how the superseded data were derived. DF5798 DF5798_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL1906586238(NAD 83) DF5798_MARKER: DD = SURVEY DISK DF5798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF5798_STAMPING: PCDSM GPS 19 1999 DF5798_PROJECTION: FLUSH DF5798_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF5798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF5798+STABILITY: SURFACE MOTION DF5798_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF5798+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1999 DF5798 DF5798 HISTORY - Date Condition Report By DF5798 HISTORY - 19990909 MONUMENTED FL-103 DF5798 HISTORY - 20080820 GOOD PINCPW DF5798 DF5798 STATION DESCRIPTION DF5798 DF5798'DESCRIBED BY PINELLAS COUNTY FLORIDA 1999 (HO) DF5798'TO REACH STATION FROM THE INTERSECTION OF SR 688 (ULMERTON ROAD) AND DF5798'US DF5798'ALTERNATE 19 (SEMINOLE BLVD), RUN WEST ON SR 688 FOR 3.5 MILES TO THE DF5798'INTERSECTION OF SR 688 AND 143RD STREET, TURN RIGHT AND RUN NORTH ON DF5798'143RD STREET FOR 0.4 MILES TO THE ENTRANCE OF BONNER PARK, RUN WEST ON DF5798'PARK ENTRANCE ROAD FOR 0.1 MILES. STATION IS ON THE RIGHT WHERE THE DF5798'ENTRANCE ROAD MEETS THE PARKING LOT, 12 FT. NORTH OF THE CENTERLINE OF DF5798'THE ENTRANCE ROAD, 32 FT. S 80E OF A SANITARY SEWER MANHOLE, 6 FT. DF5798'SOUTHWEST OF A LIGHT POLE WITH NO NUMBER, 4 FT. NORTHEAST OF PARKING DF5798'LOT EDGE OF PAVEMENT. SET IN THE TOP OF A CONCRETE MONUMENT THAT IS DF5798'FLUSH WITH THE GROUND. DF5798 DF5798 STATION RECOVERY (2008) DF5798 DF5798'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (BE) DF5798'RECOVERED IN GOOD CONDITION. *** retrieval complete. Elapsed Time = 00:00:01 DATASHEETS Page 2 of 3 http://www.ngs.noaa.gov/cgi-bin/ds_mark.prl?PidBox=DF5798 12/13/2010 DATASHEETS Page 3 of 3 http://www.ngs.noaa.gov/cgi-bin/ds_mark.prl?PidBox=DF5798 12/13/2010 The NGS Data Sheet See file dsdata.txt for more information about the datasheet. DATABASE = ,PROGRAM = datasheet, VERSION = 7.85 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2010 DF5815 *********************************************************************** DF5815 DESIGNATION - PCDSM GPS 36 DF5815 PID - DF5815 DF5815 STATE/COUNTY- FL/PINELLAS DF5815 USGS QUAD - PASS-A-GRILLE BEACH (1994) DF5815 DF5815 *CURRENT SURVEY CONTROL DF5815 ___________________________________________________________________ DF5815* NAD 83(2007)- 27 42 39.29643(N) 082 40 55.76200(W) ADJUSTED DF5815* NAVD 88 - 2.0 (meters) 7. (feet) GPS OBS DF5815 ___________________________________________________________________ DF5815 EPOCH DATE - 2002.00 DF5815 X - 719,745.480 (meters) COMP DF5815 Y - -5,604,642.676 (meters) COMP DF5815 Z - 2,948,171.363 (meters) COMP DF5815 LAPLACE CORR- -1.44 (seconds) DEFLEC09 DF5815 ELLIP HEIGHT- -22.431 (meters) (02/10/07) ADJUSTED DF5815 GEOID HEIGHT- -24.39 (meters) GEOID09 DF5815 DF5815 ------- Accuracy Estimates (at 95% Confidence Level in cm) -------- DF5815 Type PID Designation North East Ellip DF5815 ------------------------------------------------------------------- DF5815 NETWORK DF5815 PCDSM GPS 36 0.86 0.73 1.69 DF5815 ------------------------------------------------------------------- DF5815 DF5815.The horizontal coordinates were established by GPS observations DF5815.and adjusted by the National Geodetic Survey in February 2007. DF5815 DF5815.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). DF5815.See National Readjustment for more information. DF5815.The horizontal coordinates are valid at the epoch date displayed above. DF5815.The epoch date for horizontal control is a decimal equivalence DF5815.of Year/Month/Day. DF5815 DF5815.The orthometric height was determined by GPS observations and a DF5815.high-resolution geoid model. DF5815 DF5815.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF5815 DF5815.The Laplace correction was computed from DEFLEC09 derived deflections. DF5815 DF5815.The ellipsoidal height was determined by GPS observations DF5815.and is referenced to NAD 83. DF5815 DF5815.The geoid height was determined by GEOID09. DF5815 DF5815; North East Units Scale Factor Converg. DATASHEETS Page 1 of 3 http://www.ngs.noaa.gov/cgi-bin/ds_mark.prl?PidBox=DF5815 12/8/2010 DF5815;SPC FL W - 374,361.607 132,726.689 MT 0.99999702 -0 19 02.0 DF5815;SPC FL W - 1,228,218.04 435,454.15 sFT 0.99999702 -0 19 02.0 DF5815;UTM 17 - 3,066,311.999 334,153.265 MT 0.99993951 -0 46 56.6 DF5815 DF5815! - Elev Factor x Scale Factor = Combined Factor DF5815!SPC FL W - 1.00000352 x 0.99999702 = 1.00000054 DF5815!UTM 17 - 1.00000352 x 0.99993951 = 0.99994303 DF5815 DF5815|---------------------------------------------------------------------| DF5815| PID Reference Object Distance Geod. Az | DF5815| dddmmss.s | DF5815| DF5814 PCDSM GPS 35 238.990 METERS 26913 | DF5815|---------------------------------------------------------------------| DF5815 DF5815 SUPERSEDED SURVEY CONTROL DF5815 DF5815 NAD 83(1999)- 27 42 39.29664(N) 082 40 55.76215(W) AD( ) 1 DF5815 ELLIP H (05/29/03) -22.428 (m) GP( ) 4 2 DF5815 DF5815.Superseded values are not recommended for survey control. DF5815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DF5815. See file dsdata.txt to determine how the superseded data were derived. DF5815 DF5815_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3415366311(NAD 83) DF5815_MARKER: DD = SURVEY DISK DF5815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF5815_STAMPING: PCDSM GPS 36 1999 DF5815_PROJECTION: FLUSH DF5815_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF5815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF5815+STABILITY: SURFACE MOTION DF5815_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF5815+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2008 DF5815 DF5815 HISTORY - Date Condition Report By DF5815 HISTORY - 19990909 MONUMENTED FL-103 DF5815 HISTORY - 20060217 MARK NOT FOUND USPSQD DF5815 HISTORY - 20080130 GOOD YOUNG DF5815 DF5815 STATION DESCRIPTION DF5815 DF5815'DESCRIBED BY PINELLAS COUNTY FLORIDA 1999 (HO) DF5815'TO REACH STATION FROM THE INTERSECTION OF U S HIGHWAY 19 (34TH STREET DF5815'SOUTH) AND SR 682 (54TH AVENUE SOUTH), RUN EAST ON SR 682 FOR 0.2 DF5815'MILES TO DF5815'THE INTERSECTION OF SR 682 AND 31ST STREET SOUTH, TURN RIGHT AND RUN DF5815'SOUTH ON 31ST STREET SOUTH FOR 0.6 MILES TO THE INTERSECTION OF 31ST DF5815'STREET SOUTH AND PINELLAS POINT DRIVE SOUTH, TURN RIGHT AND RUN WEST DF5815'ON PINELLAS POINT DRIVE SOUTH FOR 0.2 MILES TO THE ENTRANCE OF MAXIMO DF5815'PARK, CONTINUE WESTERLY ON PARK ENTRANCE ROAD FOR 0.1 MILES. STATION DF5815'IS DF5815'ON THE LEFT, 108.5 FT. SOUTH OF THE CENTERLINE OF THE ENTRANCE ROAD, DF5815'75 FT. DF5815'WEST OF THE CENTERLINE OF A LOOP ROAD, 134 FT. S 10 E OF 30IN LAUREL DF5815'OAK, 1.5 DF5815'FT. NORTH OF MARKER. SET IN THE TOP OF A CONCRETE MONUMENT THAT IS DF5815'FLUSH WITH THE GROUND. DF5815' DF5815 DF5815 STATION RECOVERY (2006) DATASHEETS Page 2 of 3 http://www.ngs.noaa.gov/cgi-bin/ds_mark.prl?PidBox=DF5815 12/8/2010 DF5815 DF5815'RECOVERY NOTE BY US POWER SQUADRON 2006 DF5815'NO MARKER OR LAUREL OAK IN VICINITY. NEW 18 HOLE FRISBEE GOLF COURSE DF5815'RECENTLY ADDED AND MAY HAVE RESULTED IN MARKER DESTRUCTION DF5815 DF5815 STATION RECOVERY (2008) DF5815 DF5815'RECOVERY NOTE BY GEORGE F YOUNG INCORPORATED 2008 (NC) DF5815'RECOVERED IN GOOD CONDITION. *** retrieval complete. Elapsed Time = 00:00:00 DATASHEETS Page 3 of 3 http://www.ngs.noaa.gov/cgi-bin/ds_mark.prl?PidBox=DF5815 12/8/2010 The NGS Data Sheet See file dsdata.txt for more information about the datasheet. DATABASE = ,PROGRAM = datasheet, VERSION = 7.85 1 National Geodetic Survey, Retrieval Date = DECEMBER 13, 2010 DF5779 *********************************************************************** DF5779 DESIGNATION - PCDSM GPS 46 DF5779 PID - DF5779 DF5779 STATE/COUNTY- FL/PINELLAS DF5779 USGS QUAD - OLDSMAR (1987) DF5779 DF5779 *CURRENT SURVEY CONTROL DF5779 ___________________________________________________________________ DF5779* NAD 83(2007)- 28 01 54.70508(N) 082 40 04.92850(W) ADJUSTED DF5779* NAVD 88 - 2.4 (meters) 8. (feet) GPS OBS DF5779 ___________________________________________________________________ DF5779 EPOCH DATE - 2002.00 DF5779 X - 719,004.815 (meters) COMP DF5779 Y - -5,587,974.144 (meters) COMP DF5779 Z - 2,979,611.910 (meters) COMP DF5779 LAPLACE CORR- -1.16 (seconds) DEFLEC09 DF5779 ELLIP HEIGHT- -22.534 (meters) (02/10/07) ADJUSTED DF5779 GEOID HEIGHT- -24.91 (meters) GEOID09 DF5779 DF5779 ------- Accuracy Estimates (at 95% Confidence Level in cm) -------- DF5779 Type PID Designation North East Ellip DF5779 ------------------------------------------------------------------- DF5779 NETWORK DF5779 PCDSM GPS 46 0.82 0.74 1.59 DF5779 ------------------------------------------------------------------- DF5779 DF5779.The horizontal coordinates were established by GPS observations DF5779.and adjusted by the National Geodetic Survey in February 2007. DF5779 DF5779.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). DF5779.See National Readjustment for more information. DF5779.The horizontal coordinates are valid at the epoch date displayed above. DF5779.The epoch date for horizontal control is a decimal equivalence DF5779.of Year/Month/Day. DF5779 DF5779.The orthometric height was determined by GPS observations and a DF5779.high-resolution geoid model. DF5779 DF5779.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF5779 DF5779.The Laplace correction was computed from DEFLEC09 derived deflections. DF5779 DF5779.The ellipsoidal height was determined by GPS observations DF5779.and is referenced to NAD 83. DF5779 DF5779.The geoid height was determined by GEOID09. DF5779 DF5779; North East Units Scale Factor Converg. DATASHEETS Page 1 of 3 http://www.ngs.noaa.gov/cgi-bin/ds_mark.prl?PidBox=DF5779 12/13/2010 DF5779;SPC FL W - 409,919.744 134,313.126 MT 0.99999441 -0 18 50.3 DF5779;SPC FL W - 1,344,878.36 440,658.98 sFT 0.99999441 -0 18 50.3 DF5779;UTM 17 - 3,101,853.870 336,029.763 MT 0.99993185 -0 47 02.7 DF5779 DF5779! - Elev Factor x Scale Factor = Combined Factor DF5779!SPC FL W - 1.00000354 x 0.99999441 = 0.99999795 DF5779!UTM 17 - 1.00000354 x 0.99993185 = 0.99993539 DF5779 DF5779|---------------------------------------------------------------------| DF5779| PID Reference Object Distance Geod. Az | DF5779| dddmmss.s | DF5779| DF5777 PCDSM GPS 45 294.014 METERS 27205 | DF5779|---------------------------------------------------------------------| DF5779 DF5779 SUPERSEDED SURVEY CONTROL DF5779 DF5779 NAD 83(1999)- 28 01 54.70528(N) 082 40 04.92854(W) AD( ) 1 DF5779 ELLIP H (05/29/03) -22.531 (m) GP( ) 4 2 DF5779 DF5779.Superseded values are not recommended for survey control. DF5779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DF5779. See file dsdata.txt to determine how the superseded data were derived. DF5779 DF5779_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM3602901853(NAD 83) DF5779_MARKER: DD = SURVEY DISK DF5779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF5779_STAMPING: PCDSM GPS 46 1999 DF5779_PROJECTION: FLUSH DF5779_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF5779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF5779+STABILITY: SURFACE MOTION DF5779_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF5779+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1999 DF5779 DF5779 HISTORY - Date Condition Report By DF5779 HISTORY - 19990909 MONUMENTED FL-103 DF5779 HISTORY - 20080820 GOOD PINCPW DF5779 DF5779 STATION DESCRIPTION DF5779 DF5779'DESCRIBED BY PINELLAS COUNTY FLORIDA 1999 (HO) DF5779'TO REACH STATION FROM THE INTERSECTION OF SR 580 AND CR 611 DF5779'(MCMULLEN-BOOTH ROAD), RUN EASTERLY ON SR 580 FOR 2 MILES TO THE DF5779'JUNCTION OF SR 580B (ST. PETERSBURG DRIVE W), TURN RIGHT AND RUN DF5779'EASTERLY FOR 0.8 MILE TO THE JUNCTION OF BAYVIEW BOULEVARD, TURN RIGHT DF5779'AND RUN SOUTHERLY ON BAYVIEW BOULEVARD TO THE JUNCTION OF SHORE DF5779'DRIVE W, TURN LEFT AND RUN WESTERLY ON SHORE DRIVE W FOR 47 FT. DF5779'STATION DF5779'IS ON THE LEFT IN THE MEDIAN, 13 FT. SOUTH OF THE SOUTH EDGE OF DF5779'PAVEMENT DF5779'OF THE WEST BOUND LANE OF SHORE DRIVE W, 2 FT. WEST OF MARKER. SET IN DF5779'THE DF5779'TOP OF A CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND. DF5779' DF5779' DF5779 DF5779 STATION RECOVERY (2008) DF5779 DF5779'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (BE) DF5779'RECOVERED IN GOOD CONDITION. DATASHEETS Page 2 of 3 http://www.ngs.noaa.gov/cgi-bin/ds_mark.prl?PidBox=DF5779 12/13/2010 *** retrieval complete. Elapsed Time = 00:00:00 DATASHEETS Page 3 of 3 http://www.ngs.noaa.gov/cgi-bin/ds_mark.prl?PidBox=DF5779 12/13/2010 The NGS Data Sheet See file dsdata.txt for more information about the datasheet. DATABASE = ,PROGRAM = datasheet, VERSION = 7.85 1 National Geodetic Survey, Retrieval Date = DECEMBER 13, 2010 DF5844 *********************************************************************** DF5844 DESIGNATION - PCDSM GPS 68 DF5844 PID - DF5844 DF5844 STATE/COUNTY- FL/PINELLAS DF5844 USGS QUAD - CLEARWATER (1987) DF5844 DF5844 *CURRENT SURVEY CONTROL DF5844 ___________________________________________________________________ DF5844* NAD 83(2007)- 27 58 28.94322(N) 082 48 11.35274(W) ADJUSTED DF5844* NAVD 88 - 1.5 (meters) 5. (feet) GPS OBS DF5844 ___________________________________________________________________ DF5844 EPOCH DATE - 2002.00 DF5844 X - 706,197.487 (meters) COMP DF5844 Y - -5,592,604.197 (meters) COMP DF5844 Z - 2,974,019.227 (meters) COMP DF5844 LAPLACE CORR- -1.40 (seconds) DEFLEC09 DF5844 ELLIP HEIGHT- -23.125 (meters) (02/10/07) ADJUSTED DF5844 GEOID HEIGHT- -24.64 (meters) GEOID09 DF5844 DF5844 ------- Accuracy Estimates (at 95% Confidence Level in cm) -------- DF5844 Type PID Designation North East Ellip DF5844 ------------------------------------------------------------------- DF5844 NETWORK DF5844 PCDSM GPS 68 0.90 0.74 1.74 DF5844 ------------------------------------------------------------------- DF5844 DF5844.The horizontal coordinates were established by GPS observations DF5844.and adjusted by the National Geodetic Survey in February 2007. DF5844 DF5844.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). DF5844.See National Readjustment for more information. DF5844.The horizontal coordinates are valid at the epoch date displayed above. DF5844.The epoch date for horizontal control is a decimal equivalence DF5844.of Year/Month/Day. DF5844 DF5844.The orthometric height was determined by GPS observations and a DF5844.high-resolution geoid model. DF5844 DF5844.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF5844 DF5844.The Laplace correction was computed from DEFLEC09 derived deflections. DF5844 DF5844.The ellipsoidal height was determined by GPS observations DF5844.and is referenced to NAD 83. DF5844 DF5844.The geoid height was determined by GEOID09. DF5844 DF5844; North East Units Scale Factor Converg. DATASHEETS Page 1 of 3 http://www.ngs.noaa.gov/cgi-bin/ds_mark.prl?PidBox=DF5844 12/13/2010 DF5844;SPC FL W - 403,665.928 120,985.068 MT 1.00001821 -0 22 36.4 DF5844;SPC FL W - 1,324,360.63 396,931.84 sFT 1.00001821 -0 22 36.4 DF5844;UTM 17 - 3,095,709.809 322,651.504 MT 0.99998822 -0 50 45.8 DF5844 DF5844! - Elev Factor x Scale Factor = Combined Factor DF5844!SPC FL W - 1.00000363 x 1.00001821 = 1.00002184 DF5844!UTM 17 - 1.00000363 x 0.99998822 = 0.99999185 DF5844 DF5844|---------------------------------------------------------------------| DF5844| PID Reference Object Distance Geod. Az | DF5844| dddmmss.s | DF5844| DF5843 PCDSM GPS 67 234.790 METERS 11334 | DF5844|---------------------------------------------------------------------| DF5844 DF5844 SUPERSEDED SURVEY CONTROL DF5844 DF5844 NAD 83(1999)- 27 58 28.94342(N) 082 48 11.35302(W) AD( ) 1 DF5844 ELLIP H (05/29/03) -23.120 (m) GP( ) 4 2 DF5844 DF5844.Superseded values are not recommended for survey control. DF5844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DF5844. See file dsdata.txt to determine how the superseded data were derived. DF5844 DF5844_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2265195709(NAD 83) DF5844_MARKER: DD = SURVEY DISK DF5844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF5844_STAMPING: PCDSM GPS 68 1999 DF5844_PROJECTION: FLUSH DF5844_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF5844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF5844+STABILITY: SURFACE MOTION DF5844_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF5844+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1999 DF5844 DF5844 HISTORY - Date Condition Report By DF5844 HISTORY - 19990909 MONUMENTED FL-103 DF5844 HISTORY - 20080820 GOOD PINCPW DF5844 DF5844 STATION DESCRIPTION DF5844 DF5844'DESCRIBED BY PINELLAS COUNTY FLORIDA 1999 (HO) DF5844'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 19 AND CR 576 DF5844'(SUNSET POINT ROAD), RUN WEST ON CR 576 FOR 3.9 MILES TO THE DF5844'INTERSECTION DF5844'OF US HIGHWAY ALTERNATE 19 AND CR 576, TURN LEFT AND RUN SOUTH ON US DF5844'HIGHWAY ALTERNATE 19 FOR 1.1 MILES TO THE INTERSECTION OF SEMINOLE DF5844'STREET AND US HIGHWAY ALTERNATE 19, TURN RIGHT AND RUN WESTERLY ON DF5844'SEMINOLE STREET FOR 0.2 MILES. STATION IS 190.4 FT. WEST OF BOAT RAMP DF5844'IN A DF5844'GRASSY AREA, 63.8 FT. N 60 W OF FLORIDA POWER CORPORATION MANHOLE, 109 DF5844'FT. DF5844'N 75 W OF FIRE HYDRANT, 3 FT. WEST OF THE WEST EDGE OF A 5 FT. DF5844'CONCRETE DF5844'SIDEWALK, 1.8 FT. EAST OF MARKER. SET IN THE TOP OF A CONCRETE DF5844'MONUMENT DF5844'THAT IS FLUSH WITH THE GROUND. DF5844 DF5844 STATION RECOVERY (2008) DF5844 DF5844'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (BE) DATASHEETS Page 2 of 3 http://www.ngs.noaa.gov/cgi-bin/ds_mark.prl?PidBox=DF5844 12/13/2010 DF5844'RECOVERED IN GOOD CONDITION. *** retrieval complete. Elapsed Time = 00:00:00 DATASHEETS Page 3 of 3 http://www.ngs.noaa.gov/cgi-bin/ds_mark.prl?PidBox=DF5844 12/13/2010 The NGS Data Sheet See file dsdata.txt for more information about the datasheet. DATABASE = ,PROGRAM = datasheet, VERSION = 7.85 1 National Geodetic Survey, Retrieval Date = DECEMBER 1, 2010 DF5854 *********************************************************************** DF5854 DESIGNATION - PCDSM GPS 79 DF5854 PID - DF5854 DF5854 STATE/COUNTY- FL/PINELLAS DF5854 USGS QUAD - TARPON SPRINGS (1995) DF5854 DF5854 *CURRENT SURVEY CONTROL DF5854 ___________________________________________________________________ DF5854* NAD 83(2007)- 28 09 10.04556(N) 082 48 18.68203(W) ADJUSTED DF5854* NAVD 88 - 2.3 (meters) 8. (feet) GPS OBS DF5854 ___________________________________________________________________ DF5854 EPOCH DATE - 2002.00 DF5854 X - 704,835.982 (meters) COMP DF5854 Y - -5,583,418.221 (meters) COMP DF5854 Z - 2,991,434.312 (meters) COMP DF5854 LAPLACE CORR- -1.48 (seconds) DEFLEC09 DF5854 ELLIP HEIGHT- -22.714 (meters) (02/10/07) ADJUSTED DF5854 GEOID HEIGHT- -25.04 (meters) GEOID09 DF5854 DF5854 ------- Accuracy Estimates (at 95% Confidence Level in cm) -------- DF5854 Type PID Designation North East Ellip DF5854 ------------------------------------------------------------------- DF5854 NETWORK DF5854 PCDSM GPS 79 1.18 1.04 2.39 DF5854 ------------------------------------------------------------------- DF5854 DF5854.The horizontal coordinates were established by GPS observations DF5854.and adjusted by the National Geodetic Survey in February 2007. DF5854 DF5854.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). DF5854.See National Readjustment for more information. DF5854.The horizontal coordinates are valid at the epoch date displayed above. DF5854.The epoch date for horizontal control is a decimal equivalence DF5854.of Year/Month/Day. DF5854 DF5854.The orthometric height was determined by GPS observations and a DF5854.high-resolution geoid model. DF5854 DF5854.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF5854 DF5854.The Laplace correction was computed from DEFLEC09 derived deflections. DF5854 DF5854.The ellipsoidal height was determined by GPS observations DF5854.and is referenced to NAD 83. DF5854 DF5854.The geoid height was determined by GEOID09. DF5854 DF5854; North East Units Scale Factor Converg. DATASHEETS Page 1 of 4 http://www.ngs.noaa.gov/cgi-bin/ds_mark.prl?PidBox=DF5854 12/1/2010 DF5854;SPC FL W - 423,402.533 120,915.251 MT 1.00001834 -0 22 47.7 DF5854;SPC FL W - 1,389,113.14 396,702.79 sFT 1.00001834 -0 22 47.7 DF5854;UTM 17 - 3,115,445.724 322,743.812 MT 0.99998780 -0 51 07.0 DF5854 DF5854! - Elev Factor x Scale Factor = Combined Factor DF5854!SPC FL W - 1.00000357 x 1.00001834 = 1.00002191 DF5854!UTM 17 - 1.00000357 x 0.99998780 = 0.99999137 DF5854 DF5854|---------------------------------------------------------------------| DF5854| PID Reference Object Distance Geod. Az | DF5854| dddmmss.s | DF5854| DF5855 PCDSM GPS 80 305.047 METERS 00034 | DF5854|---------------------------------------------------------------------| DF5854 DF5854 SUPERSEDED SURVEY CONTROL DF5854 DF5854 NAD 83(1999)- 28 09 10.04599(N) 082 48 18.68203(W) AD( ) 1 DF5854 ELLIP H (05/29/03) -22.721 (m) GP( ) 4 2 DF5854 DF5854.Superseded values are not recommended for survey control. DF5854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DF5854. See file dsdata.txt to determine how the superseded data were derived. DF5854 DF5854_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM2274315445(NAD 83) DF5854_MARKER: DD = SURVEY DISK DF5854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF5854_STAMPING: PCDSM GPS 79 1999 DF5854_MARK LOGO: FL-103 DF5854_PROJECTION: RECESSED 30 CENTIMETERS DF5854_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF5854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF5854+STABILITY: SURFACE MOTION DF5854_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF5854+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2005 DF5854 DF5854 HISTORY - Date Condition Report By DF5854 HISTORY - 19990909 MONUMENTED FL-103 DF5854 HISTORY - 20050322 GOOD USPSQD DF5854 HISTORY - 20080820 GOOD PINCPW DF5854 HISTORY - 20091110 GOOD FLDEP DF5854 DF5854 STATION DESCRIPTION DF5854 DF5854'DESCRIBED BY PINELLAS COUNTY FLORIDA 1999 (HO) DF5854'TO REACH STATION FROM THE INTERSECTION OF CR 880 (KLOSTERMAN ROAD) AND DF5854'US HIGHWAY ALTERNATE 19 (PINELLAS AVENUE), RUN WEST ON CR 880 FOR 0.7 DF5854'MILES TO THE INTERSECTION OF CR 389 (CARLTON ROAD) AND CR 880, TURN DF5854'RIGHT DF5854'AND RUN NORTH ON CR 389 FOR 0.5 MILES TO THE INTERSECTION OF CR 896 DF5854'(CURLEW PLACE) AND CR 389, TURN LEFT AND RUN WEST ON CR 896 FOR 0.4 DF5854'MILES DF5854'TO THE INTERSECTION OF CR 369 (SOUTH FLORIDA AVENUE) AND CR 896, TURN DF5854'RIGHT AND RUN NORTH ON CR 369 FOR 1.4 MILES TO THE INTERSECTION OF CR DF5854'944 DF5854'(SUNSET DRIVE) AND CR 369 (NORTH FLORIDA AVENUE), TURN LEFT AND RUN DF5854'WEST DF5854'ON CR 944 0.2 MILES TO THE ENTRANCE TO FRED HOWARD PARK, ENTER THE DF5854'PARK DF5854'AND HEAD WEST ON THE PARK ROAD TO THE BEACH PARKING LOT. STATION IS DF5854'ON DATASHEETS Page 2 of 4 http://www.ngs.noaa.gov/cgi-bin/ds_mark.prl?PidBox=DF5854 12/1/2010 DF5854'THE LEFT, 507 FT. SOUTH OF THE CENTERLINE OF THE ENTRANCE TO THE BEACH DF5854'PARKING LOT, IN THE SOUTHEAST CORNER OF THE PARKING LOT, 47.5 FT. S DF5854'85 E TO DF5854'THE SOUTHEAST CORNER OF THE SEAWALL, 15.3 FT. SOUTHERLY OF THE SOUTH DF5854'EDGE OF PAVEMENT OF THE PARKING LOT, 167.3 FT. S 55 E TO THE SOUTH END DF5854'OF A DF5854'3 FOOT HIGH CONCRETE WALL AT THE SOUTHWEST CORNER OF THE PARKING LOT, DF5854'33 FT. NORTH OF MARKER. SET IN THE TOP OF A CONCRETE MONUMENT THAT IS DF5854'FLUSH WITH THE GROUND. DF5854 DF5854 STATION RECOVERY (2005) DF5854 DF5854'RECOVERY NOTE BY US POWER SQUADRON 2005 (WIN) DF5854'1 FOOT NORTH OF WITNESS POST DF5854 DF5854 STATION RECOVERY (2008) DF5854 DF5854'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (BE) DF5854'RECOVERED IN GOOD CONDITION. DF5854 DF5854 STATION RECOVERY (2009) DF5854 DF5854'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (JLM) DF5854'THE MARK IS ABOUT 3.5 MI (5.6 KM) NORTHWEST OF TARPON SPRINGS, IN DF5854'SECTION 10, TOWNSHIP 27 SOUTH, RANGE 15 EAST. DF5854' DF5854'TO REACH THE MARK FROM THE INTERSECTION OF U.S. ALTERNATE HIGHWAY 19 DF5854'AND KLOSTERMAN ROAD ON THE SOUTHWEST SIDE OF TARPON SPRINGS, GO WEST DF5854'ON KLOSTERMAN ROAD FOR 0.75 MI (1.2 KM) TO THE JUNCTION OF CARLTON DF5854'ROAD ON THE RIGHT. TURN RIGHT ON CARLTON ROAD AND GO NORTH FOR 0.5 MI DF5854'(0.8 KM) TO THE INTERSECTION OF CURLEW PLACE. TURN LEFT ON CURLEW DF5854'PLACE AND GO WEST FOR 0.45 MI (0.7 KM) TO THE T-JUNCTION OF FLORIDA DF5854'AVENUE. TURN RIGHT ON FLORIDA AVENUE AND GO NORTH FOR 1.5 MI (2.4 KM) DF5854'TO THE INTERSECTION OF SUNSET DRIVE. TURN LEFT ON SUNSET DRIVE AND GO DF5854'WEST FOR 0.25 MI (0.4 KM) TO THE ENTRANCE ROAD TO FRED H. HOWARD DF5854'COUNTY PARK ON THE RIGHT. TURN RIGHT ON THE ENTRANCE ROAD AND GO DF5854'WESTERLY FOR 1.35 MI (2.2 KM) TO THE ENTRANCE TO THE BEACH PARKING LOT DF5854'AND THE MARK ON THE LEFT, NEAR THE SOUTHEAST CORNER OF THE BEACH DF5854'PARKING LOT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT RECESSED 1.0 DF5854'FT (0.3 M) BELOW THE LEVEL OF THE GROUND AND ABOUT LEVEL WITH THE DF5854'BEACH ROAD. DF5854' DF5854'LOCATED ABOUT 507.0 FT (154.5 M) SOUTH OF THE CENTERLINE OF THE DF5854'ENTRANCE ROAD TO THE BEACH PARKING LOT, 101.0 FT (30.8 M) EAST OF THE DF5854'NORTH END OF A WOODEN HAND RAIL TO A CONCRETE STEP LEADING DOWN TO THE DF5854'BEACH, 45.5 FT (13.9 M) WEST-SOUTHWEST OF THE SOUTHEAST CORNER OF THE DF5854'PARKING LOT, 15.5 FT (4.7 M) SOUTH OF THE SOUTH EDGE OF THE PAVEMENT DF5854'OF THE PARKING LOT ROAD, 14.5 FT (4.4 M) EAST-NORTHEAST OF A 30-INCH DF5854'(76 CM) PALM TREE AND 1.0 FT (0.3 M) NORTH OF A COUNTY METAL WITNESS DF5854'POST. *** retrieval complete. Elapsed Time = 00:00:00 ----------------------------------------------------------------------------- - This listing contains control for which complete digital - - data sheets where not provided. The complete data sheets were - - not provided for the reason listed below. The reason below is - DATASHEETS Page 3 of 4 http://www.ngs.noaa.gov/cgi-bin/ds_mark.prl?PidBox=DF5854 12/1/2010 - associated with a horizontal control Nonpub code shown under - - the heading 'H' and/or a vertical control Nonpub code shown under - - the heading 'v' - - - - The format of the records are as follows: - - Pid = Station Permanent Identifier) - - Name = Station Designation - - Lat = Approx. Latitude (Degrees, Minutes, truncated Seconds) - - Lon = Approx. Longitude (Degrees, Minutes, truncated Seconds) - - O = Horizontal Order - - o = Vertical Order - - H = Horizontal Nonpub Code - - v = Vertical Nonpub Code - - - - H Nonpub HORIZONTAL CONTROL NONPUB REASON - - -------- -------------------------------- - - X Surface Mark Reported Destroyed - - Y Surface and underground mark reported destroyed - - A A-Order Horizontal mark not tied to an adjusted HARN - - C C-Nonoperational CORS Station - - W Weakly determined position. - - P Purpose of position is not for network control - - D No Descriptive Text available - - R Restricted position - - O Outside NGS Publication Area - - N No geodetic control at this mark - - - - v Nonpub VERTICAL CONTROL NONPUB REASON - - -------- ------------------------------ - - X Surface Mark Reported Destroyed - - Y Surface and underground mark reported destroyed - - F Bench Mark not yet adjusted. - - D No Descriptive Text available - - Z Presumed destroyed - - R Restricted elevation - - O Outside NGS Publication Area - - N No geodetic control at this mark - - S Mark is in a subsidence area - - - - - - NOTE - Stations found in this listing may still have a valid - - datasheet produced by use of other publishable values. - - For example, an ADJUSTED height may be non-publishable - - but a good GPS height might be found on the datasheet. - - This listing does not imply that values found on the datasheet - - are restricted. If it's on the datasheet, use it. - - - ----------------------------------------------------------------------------- Pid Name Lat Lon Elev O o Hv ------ ----------------------------- ---------- ----------- --------- - - -- >DF5854 PCDSM GPS 79 28 09 10.0/082 48 18.6 2.31721 ? F DATASHEETS Page 4 of 4 http://www.ngs.noaa.gov/cgi-bin/ds_mark.prl?PidBox=DF5854 12/1/2010 The NGS Data Sheet See file dsdata.txt for more information about the datasheet. DATABASE = ,PROGRAM = datasheet, VERSION = 7.85 1 National Geodetic Survey, Retrieval Date = DECEMBER 1, 2010 AG0782 *********************************************************************** AG0782 DESIGNATION - PET K AG0782 PID - AG0782 AG0782 STATE/COUNTY- FL/PINELLAS AG0782 USGS QUAD - ST PETERSBURG (1987) AG0782 AG0782 *CURRENT SURVEY CONTROL AG0782 ___________________________________________________________________ AG0782* NAD 83(1990)- 27 47 30.17881(N) 082 41 01.20120(W) ADJUSTED AG0782* NAVD 88 - 15.217 (meters) 49.92 (feet) ADJUSTED AG0782 ___________________________________________________________________ AG0782 LAPLACE CORR- -1.63 (seconds) DEFLEC09 AG0782 GEOID HEIGHT- -24.46 (meters) GEOID09 AG0782 DYNAMIC HT - 15.195 (meters) 49.85 (feet) COMP AG0782 MODELED GRAV- 979,176.8 (mgal) NAVD 88 AG0782 AG0782 HORZ ORDER - SECOND AG0782 VERT ORDER - SECOND CLASS II AG0782 AG0782.The horizontal coordinates were established by classical geodetic methods AG0782.and adjusted by the National Geodetic Survey in May 1991. AG0782 AG0782.The orthometric height was determined by differential leveling and AG0782.adjusted in June 1991. AG0782 AG0782.The Laplace correction was computed from DEFLEC09 derived deflections. AG0782 AG0782.The geoid height was determined by GEOID09. AG0782 AG0782.The dynamic height is computed by dividing the NAVD 88 AG0782.geopotential number by the normal gravity value computed on the AG0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0782.degrees latitude (g = 980.6199 gals.). AG0782 AG0782.The modeled gravity was interpolated from observed gravity values. AG0782 AG0782; North East Units Scale Factor Converg. AG0782;SPC FL W - 383,316.231 132,627.433 MT 0.99999718 -0 19 07.6 AG0782;SPC FL W - 1,257,596.67 435,128.50 sFT 0.99999718 -0 19 07.6 AG0782;UTM 17 - 3,075,266.619 334,126.813 MT 0.99993961 -0 47 06.7 AG0782 AG0782! - Elev Factor x Scale Factor = Combined Factor AG0782!SPC FL W - 1.00000145 x 0.99999718 = 0.99999863 AG0782!UTM 17 - 1.00000145 x 0.99993961 = 0.99994106 AG0782 AG0782 SUPERSEDED SURVEY CONTROL AG0782 DATASHEETS Page 1 of 3 http://www.ngs.noaa.gov/cgi-bin/ds_mark.prl?PidBox=AG0782 12/1/2010 AG0782 NAD 83(1986)- 27 47 30.18424(N) 082 41 01.21373(W) AD( ) 2 AG0782 NAD 27 - 27 47 29.08914(N) 082 41 01.85566(W) AD( ) 2 AG0782 NGVD 29 (??/??/92) 15.483 (m) 50.80 (f) ADJ UNCH 2 2 AG0782 AG0782.Superseded values are not recommended for survey control. AG0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0782. See file dsdata.txt to determine how the superseded data were derived. AG0782 AG0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3412675266(NAD 83) AG0782_MARKER: DD = SURVEY DISK AG0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AG0782_SP_SET: SET IN TOP OF CONCRETE MONUMENT AG0782_STAMPING: PET K AG0782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0782+STABILITY: SURFACE MOTION AG0782_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG0782+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2007 AG0782 AG0782 HISTORY - Date Condition Report By AG0782 HISTORY - 1976 MONUMENTED FL-103 AG0782 HISTORY - 1976 GOOD NGS AG0782 HISTORY - 20070209 GOOD USPSQD AG0782 HISTORY - 20080623 GOOD PINCPW AG0782 AG0782 STATION DESCRIPTION AG0782 AG0782'DESCRIBED BY PINELLAS COUNTY FLORIDA 1976 (DF) AG0782'THE STATION IS IN THE CENTRAL PORTION OF THE CITY OF AG0782'ST. PETERSBURG, ABOUT 2.5 MILES SOUTHEAST OF KENNETH CITY, IN AG0782'SECTION 15, TOWNSHIP 31 SOUTH, RANGE 16 EAST. AG0782' AG0782'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 19 (34TH STREET AG0782'NORTH) AND STATE ROUTE 595 (5TH AVENUE NORTH) IN ST. PETERSBURG, AG0782'GO NORTH ON U.S. HIGHWAY 19 FOR 1.0 MILE TO THE INTERSECTION OF AG0782'22ND AVENUE NORTH. TURN LEFT AND GO WEST ON 22ND AVENUE NORTH AG0782'FOR .30 MILE TO THE INTERSECTION OF 37TH STREET NORTH. STATION AG0782'IS IN THE SOUTHWEST CORNER OF THE INTERSECTION AS DESCRIBED. AG0782' AG0782'BRONZE DISK STAMPED PET K SET IN TOP OF A 12-INCH DIAMETER AG0782'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE TOP OF THE GROUND. AG0782' AG0782'IT IS 50.0 FEET SOUTH OF CENTER OF 22ND AVENUE NORTH, 29.0 FEET AG0782'WEST OF CENTER OF 37TH STREET NORTH, AND 1.0 FOOT SOUTH OF SOUTH AG0782'EDGE OF A 5.0 FOOT CONCRETE SIDEWALK. AG0782' AG0782'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. AG0782 AG0782 STATION RECOVERY (1976) AG0782 AG0782'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 AG0782'IN ST PETERSBURG. AG0782'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 (34TH ST.) AG0782'AND S.R. 595 (5TH AVE. N.). RUN NORTHERLY ON U.S. HWY. 19 FOR 1.05 AG0782'MILES TO THE INTERSECTION OF 22ND AVE. N. TURN LEFT ON 22ND AVE. N. AG0782'AND RUN WESTERLY FOR 0.25 MILE TO THE INTERSECTION OF 37TH ST. N. AG0782'STATION ON LEFT, IN THE S.W. CORNER, 50.0 FT. SOUTH OF THE CENTERLINE AG0782'OF 22ND AVE. N., 29.0 FT. WEST OF THE CENTERLINE OF 37TH ST. N., 63.6 AG0782'FT. WEST OF POWER POLE (NUMBER 1A-4450), 44.1 FT. N.E. OF THE N.E. AG0782'CORNER OF 1 STORY BRICK HOUSE (3700 22ND AVE.), 1.2 FT. SOUTH OF THE AG0782'BACK OF SIDEWALK, 1.0 FT. S.W. BACK OF CURB. SET IN THE TOP OF A DATASHEETS Page 2 of 3 http://www.ngs.noaa.gov/cgi-bin/ds_mark.prl?PidBox=AG0782 12/1/2010 AG0782'CONCRETE POST THAT IS FLUSH WITH THE GROUND. SECTION 15, T 31, R 16. AG0782 AG0782 STATION RECOVERY (2007) AG0782 AG0782'RECOVERY NOTE BY US POWER SQUADRON 2007 (KNB) AG0782'RECOVERED IN GOOD CONDITION. AG0782 AG0782 STATION RECOVERY (2008) AG0782 AG0782'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (RD) AG0782'RECOVERED IN GOOD CONDITION. *** retrieval complete. Elapsed Time = 00:00:00 DATASHEETS Page 3 of 3 http://www.ngs.noaa.gov/cgi-bin/ds_mark.prl?PidBox=AG0782 12/1/2010 The NGS Data Sheet See file dsdata.txt for more information about the datasheet. DATABASE = ,PROGRAM = datasheet, VERSION = 7.85 1 National Geodetic Survey, Retrieval Date = DECEMBER 13, 2010 AG0924 *********************************************************************** AG0924 DESIGNATION - SKYVIEW AG0924 PID - AG0924 AG0924 STATE/COUNTY- FL/PINELLAS AG0924 USGS QUAD - ST PETERSBURG (1987) AG0924 AG0924 *CURRENT SURVEY CONTROL AG0924 ___________________________________________________________________ AG0924* NAD 83(2007)- 27 51 00.95019(N) 082 42 52.18902(W) ADJUSTED AG0924* NAVD 88 - 4.152 (meters) 13.62 (feet) ADJUSTED AG0924 ___________________________________________________________________ AG0924 EPOCH DATE - 2002.00 AG0924 X - 715,669.322 (meters) COMP AG0924 Y - -5,597,910.697 (meters) COMP AG0924 Z - 2,961,834.433 (meters) COMP AG0924 LAPLACE CORR- -1.41 (seconds) DEFLEC09 AG0924 ELLIP HEIGHT- -20.339 (meters) (02/10/07) ADJUSTED AG0924 GEOID HEIGHT- -24.51 (meters) GEOID09 AG0924 DYNAMIC HT - 4.146 (meters) 13.60 (feet) COMP AG0924 AG0924 ------- Accuracy Estimates (at 95% Confidence Level in cm) -------- AG0924 Type PID Designation North East Ellip AG0924 ------------------------------------------------------------------- AG0924 NETWORK AG0924 SKYVIEW 0.78 0.63 1.49 AG0924 ------------------------------------------------------------------- AG0924 MODELED GRAV- 979,181.6 (mgal) NAVD 88 AG0924 AG0924 VERT ORDER - SECOND CLASS II AG0924 AG0924.The horizontal coordinates were established by GPS observations AG0924.and adjusted by the National Geodetic Survey in February 2007. AG0924 AG0924.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). AG0924.See National Readjustment for more information. AG0924.The horizontal coordinates are valid at the epoch date displayed above. AG0924.The epoch date for horizontal control is a decimal equivalence AG0924.of Year/Month/Day. AG0924 AG0924.The orthometric height was determined by differential leveling and AG0924.adjusted in June 1991. AG0924 AG0924.The X, Y, and Z were computed from the position and the ellipsoidal ht. AG0924 AG0924.The Laplace correction was computed from DEFLEC09 derived deflections. AG0924 AG0924.The ellipsoidal height was determined by GPS observations AG0924.and is referenced to NAD 83. DATASHEETS Page 1 of 4 http://www.ngs.noaa.gov/cgi-bin/ds_mark.prl?PidBox=AG0924 12/13/2010 AG0924 AG0924.The geoid height was determined by GEOID09. AG0924 AG0924.The dynamic height is computed by dividing the NAVD 88 AG0924.geopotential number by the normal gravity value computed on the AG0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AG0924.degrees latitude (g = 980.6199 gals.). AG0924 AG0924.The modeled gravity was interpolated from observed gravity values. AG0924 AG0924; North East Units Scale Factor Converg. AG0924;SPC FL W - 389,821.467 129,626.943 MT 1.00000228 -0 20 01.7 AG0924;SPC FL W - 1,278,939.26 425,284.40 sFT 1.00000228 -0 20 01.7 AG0924;UTM 17 - 3,081,795.736 331,179.590 MT 0.99995179 -0 48 04.1 AG0924 AG0924! - Elev Factor x Scale Factor = Combined Factor AG0924!SPC FL W - 1.00000319 x 1.00000228 = 1.00000547 AG0924!UTM 17 - 1.00000319 x 0.99995179 = 0.99995498 AG0924 AG0924: Primary Azimuth Mark Grid Az AG0924:SPC FL W - ST PETERSBURG NW BASE RESET 308 34 48.4 AG0924:UTM 17 - ST PETERSBURG NW BASE RESET 309 02 50.8 AG0924 AG0924|---------------------------------------------------------------------| AG0924| PID Reference Object Distance Geod. Az | AG0924| dddmmss.s | AG0924| AG2325 CLEARWATER SHERIFFS DEPT MAST APPROX. 5.8 KM 0113022.6 | AG0924| AG2233 PINELLAS PARK MUN TANK APPROX. 1.6 KM 0891528.3 | AG0924| CW7848 SKYVIEW RM 3 09329 | AG0924| AG0943 SKYVIEW RM 1 23.800 METERS 10500 | AG0924| AG2218 ST PETERSBURG RAD STA WWBA MST APPROX. 4.9 KM 1174910.3 | AG0924| AG0928 SKYVIEW C 400.798 METERS 2101903.6 | AG0924| AG2251 SKYVIEW C PT A 409.990 METERS 2113339.1 | AG0924| AG2217 PINELLAS PARK LOT APPROX. 2.5 KM 2395533.8 | AG0924| AG0942 SKYVIEW RM 2 22.580 METERS 25214 | AG0924| AG2769 PINELLAS PARK RAD STA WGNB MST APPROX. 5.5 KM 2584705.8 | AG0924| AG2772 PINELLAS PARK RAD STA WQXM MST APPROX. 4.8 KM 2670431.0 | AG0924| AG2228 LARGO AEC PINELLAS PLANT W STK APPROX. 4.3 KM 3071737.7 | AG0924| AG2222 LARGO AEC PINELLAS PLANT E STK APPROX. 4.2 KM 3080427.9 | AG0924| AG7349 ST PETERSBURG NW BASE RESET APPROX. 6.3 KM 3081446.7 | AG0924| DF5847 PCDSM GPS 71 186.015 METERS 34043 | AG0924|---------------------------------------------------------------------| AG0924 AG0924 SUPERSEDED SURVEY CONTROL AG0924 AG0924 NAD 83(1999)- 27 51 00.95034(N) 082 42 52.18919(W) AD( ) 1 AG0924 ELLIP H (05/29/03) -20.337 (m) GP( ) 4 2 AG0924 NAD 83(1990)- 27 51 00.94785(N) 082 42 52.18810(W) AD( ) 1 AG0924 NAD 83(1986)- 27 51 00.95374(N) 082 42 52.20029(W) AD( ) 1 AG0924 NAD 27 - 27 50 59.86637(N) 082 42 52.83922(W) AD( ) 1 AG0924 NAVD 88 (05/29/03) 4.15 (m) 13.6 (f) LEVELING 3 AG0924 NGVD 29 (??/??/92) 4.415 (m) 14.48 (f) ADJ UNCH 2 2 AG0924 AG0924.Superseded values are not recommended for survey control. AG0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AG0924. See file dsdata.txt to determine how the superseded data were derived. AG0924 AG0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3117981795(NAD 83) AG0924_MARKER: DS = TRIANGULATION STATION DISK AG0924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DATASHEETS Page 2 of 4 http://www.ngs.noaa.gov/cgi-bin/ds_mark.prl?PidBox=AG0924 12/13/2010 AG0924_SP_SET: SET IN TOP OF CONCRETE MONUMENT AG0924_STAMPING: SKYVIEW 1973 AG0924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AG0924+STABILITY: SURFACE MOTION AG0924_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AG0924+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2004 AG0924 AG0924 HISTORY - Date Condition Report By AG0924 HISTORY - 1973 MONUMENTED NGS AG0924 HISTORY - 1976 GOOD NGS AG0924 HISTORY - 19991129 GOOD USPSQD AG0924 HISTORY - 20010331 GOOD NGS AG0924 HISTORY - 20040507 GOOD DEWDAV AG0924 HISTORY - 20080703 GOOD PINCPW AG0924 HISTORY - 20080911 GOOD PINCPW AG0924 AG0924 STATION DESCRIPTION AG0924 AG0924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JDS) AG0924'THE STATION IS LOCATED ABOUT 1 MILE NORTHWEST OF THE CENTER OF AG0924'PINELLAS PARK, AT THE SOUTHEAST CORNER OF THE GROUNDS OF THE AG0924'SKYVIEW ELEMENTARY SCHOOL AND ON PROPERTY OF PINELLAS COUNTY. AG0924' AG0924'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 92 AND AG0924'STATE HIGHWAY S-691 (49 STREET) IN THE NORTHEAST EDGE OF PINELLAS AG0924'PARK, GO SOUTH ON 49 STREET FOR 0.75 MILE TO THE JUNCTION OF AG0924'86 AVENUE. TURN RIGHT AND GO WEST ON 86 AVENUE FOR 0.6 MILE TO AG0924'REFERENCE MARK 3 ON THE LEFT. CONTINUE WEST ON 86 AVENUE FOR AG0924'0.25 MILE TO THE STATION ON THE RIGHT. AG0924' AG0924'THE STATION MARK, A STANDARD DISK STAMPED SKYVIEW 1973, IS SET AG0924'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH AG0924'THE GROUND SURFACE. IT IS 99 FEET NORTH OF THE NORTHEAST CORNER OF AG0924'HOUSE NUMBER 5900, 49 FEET NORTH OF THE CENTER OF 86 AVENUE, AG0924'26.6 FEET EAST OF THE WEST END OF A BACKSTOP FOR A BASEBALL AG0924'FIELD, 22.5 FEET SOUTH-SOUTHEAST OF THE NORTH END OF A BACKSTOP AG0924'AND 17.8 FEET NORTH OF A CABLE FENCE. AG0924' AG0924'REFERENCE MARK 1, A STANDARD DISK STAMPED SKYVIEW NO 1 1973, IS AG0924'CEMENTED IN A DRILL HOLE IN THE CONCRETE SIDEWALK WHICH IS ON THE AG0924'NORTH SIDE OF 86 AVENUE. IT IS 29 FEET NORTH OF THE CENTER AG0924'OF 86 AVENUE AND 14 FEET WEST OF THE CENTER OF A DRIVEWAY. AG0924' AG0924'REFERENCE MARK 2, A STANDARD DISK STAMPED SKYVIEW NO 2 1973, IS AG0924'CEMENTED IN A DRILL HOLE IN THE CONCRETE SIDEWALK WHICH IS ON THE AG0924'NORTH SIDE OF 86 AVENUE. IT IS 52 FEET WEST SOUTHWEST OF THE WEST AG0924'END OF THE BACKSTOP, 27 FEET NORTH OF THE CENTER OF 86 AVENUE AG0924'AND 5 FEET SOUTH OF THE CABLE FENCE. AG0924' AG0924'REFERENCE MARK 3, A STANDARD DISK STAMPED SKYVIEW NO 3 1973, IS AG0924'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH AG0924'WITH THE GROUND SURFACE. IT IS 41 FEET NORTH-NORTHWEST OF THE AG0924'NORTHWEST CORNER OF HOUSE NUMBER 5660, 20.6 FEET SOUTH OF THE AG0924'CENTER OF 86 AVENUE, 4.8 FEET WEST OF THE WEST EDGE OF A PAVED AG0924'DRIVEWAY AND 3.5 FEET WEST-NORTHWEST OF POWER LINE POLE NUMBER AG0924'2A-4568. AG0924' AG0924'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS. AG0924 AG0924 STATION RECOVERY (1976) DATASHEETS Page 3 of 4 http://www.ngs.noaa.gov/cgi-bin/ds_mark.prl?PidBox=AG0924 12/13/2010 AG0924 AG0924'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 AG0924'IN PINELLAS PARK. AG0924'TO REACH THE STATION FROM THE INTERSECTION OF SR-694 (74TH AVE. N., AG0924'PARK BLVD.) AND U.S. HWY. A19A (S.R. 693, 66TH ST.). RUN EASTERLY ON AG0924'S.R. 694 FOR 0.80 MILES TO THE INTERSECTION OF 60TH ST. TURN LEFT AND AG0924'RUN NORTHERLY ON 60TH ST. FOR 0.80 MILES TO THE INTERSECTION OF 86TH AG0924'AVE. N. TURN RIGHT AND RUN EASTERLY ON 86TH AVE. N. FOR 0.10 MILES. AG0924'STATION ON LEFT, LOCATED ON PROPERTY OF SKYVIEW ELEMENTARY SCHOOL, AG0924'48.9 FT. NORTH OF THE CENTERLINE OF 86TH AVE. N., 98.7 FT N.N.E. OF AG0924'THE N.E. CORNER OF A SINGLE STORY CONCRETE BLOCK HOUSE (5900 86TH AVE. AG0924'N.), 70.4 FT. N.N.W. OF A POWER AND LIGHT POLE (NO NUMBER), 7.9 FT. AG0924'EAST OF THE EXTENDED CENTERLINE OF DRIVEWAY (5900 86TH AVE. N.). SET AG0924'IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND. SECTION AG0924'20, T 30, R 16. AG0924 AG0924 STATION RECOVERY (1999) AG0924 AG0924'RECOVERY NOTE BY US POWER SQUADRON 1999 AG0924'RECOVERED IN GOOD CONDITION. AG0924 AG0924 STATION RECOVERY (2001) AG0924 AG0924'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) AG0924'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. AG0924 AG0924 STATION RECOVERY (2004) AG0924 AG0924'RECOVERY NOTE BY DEWBERRY DAVIS 2004 (KEC) AG0924'RECOVERED IN GOOD CONDITION. AG0924 AG0924 STATION RECOVERY (2008) AG0924 AG0924'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (TM) AG0924'RECOVERED IN GOOD CONDITION. AG0924 AG0924 STATION RECOVERY (2008) AG0924 AG0924'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (BE) AG0924'RECOVERED IN GOOD CONDITION. *** retrieval complete. Elapsed Time = 00:00:00 DATASHEETS Page 4 of 4 http://www.ngs.noaa.gov/cgi-bin/ds_mark.prl?PidBox=AG0924 12/13/2010 The NGS Data Sheet See file dsdata.txt for more information about the datasheet. DATABASE = ,PROGRAM = datasheet, VERSION = 7.85 1 National Geodetic Survey, Retrieval Date = NOVEMBER 30, 2010 AL7069 *********************************************************************** AL7069 DESIGNATION - SPEED U AL7069 PID - AL7069 AL7069 STATE/COUNTY- FL/PINELLAS AL7069 USGS QUAD - ELFERS (1987) AL7069 AL7069 *CURRENT SURVEY CONTROL AL7069 ___________________________________________________________________ AL7069* NAD 83(1990)- 28 10 24.71093(N) 082 39 12.78152(W) ADJUSTED AL7069* NAVD 88 - 9.698 (meters) 31.82 (feet) ADJUSTED AL7069 ___________________________________________________________________ AL7069 LAPLACE CORR- -0.59 (seconds) DEFLEC09 AL7069 GEOID HEIGHT- -25.24 (meters) GEOID09 AL7069 DYNAMIC HT - 9.684 (meters) 31.77 (feet) COMP AL7069 MODELED GRAV- 979,197.7 (mgal) NAVD 88 AL7069 AL7069 HORZ ORDER - SECOND AL7069 VERT ORDER - SECOND CLASS II AL7069 AL7069.The horizontal coordinates were established by classical geodetic methods AL7069.and adjusted by the National Geodetic Survey in May 1991. AL7069 AL7069.The orthometric height was determined by differential leveling and AL7069.adjusted in June 1991. AL7069 AL7069.The Laplace correction was computed from DEFLEC09 derived deflections. AL7069 AL7069.The geoid height was determined by GEOID09. AL7069 AL7069.The dynamic height is computed by dividing the NAVD 88 AL7069.geopotential number by the normal gravity value computed on the AL7069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL7069.degrees latitude (g = 980.6199 gals.). AL7069 AL7069.The modeled gravity was interpolated from observed gravity values. AL7069 AL7069; North East Units Scale Factor Converg. AL7069;SPC FL W - 425,611.510 135,821.834 MT 0.99999199 -0 18 30.9 AL7069;SPC FL W - 1,396,360.43 445,608.80 sFT 0.99999199 -0 18 30.9 AL7069;UTM 17 - 3,117,531.683 337,667.366 MT 0.99992525 -0 46 51.2 AL7069 AL7069! - Elev Factor x Scale Factor = Combined Factor AL7069!SPC FL W - 1.00000244 x 0.99999199 = 0.99999443 AL7069!UTM 17 - 1.00000244 x 0.99992525 = 0.99992769 AL7069 AL7069: Primary Azimuth Mark Grid Az AL7069:SPC FL W - SPEED X 179 34 56.5 DATASHEETS Page 1 of 3 http://www.ngs.noaa.gov/cgi-bin/ds_mark.prl?PidBox=AL7069 11/30/2010 AL7069:UTM 17 - SPEED X 180 03 16.8 AL7069 AL7069|---------------------------------------------------------------------| AL7069| PID Reference Object Distance Geod. Az | AL7069| dddmmss.s | AL7069| AL7070 SPEED X APPROX. 1.0 KM 1791625.6 | AL7069|---------------------------------------------------------------------| AL7069 AL7069 SUPERSEDED SURVEY CONTROL AL7069 AL7069 NAD 83(1986)- 28 10 24.71773(N) 082 39 12.79114(W) AD( ) 2 AL7069 NAD 27 - 28 10 23.67115(N) 082 39 13.43467(W) AD( ) 2 AL7069 NGVD 29 (??/??/92) 9.954 (m) 32.66 (f) ADJ UNCH 2 2 AL7069 AL7069.Superseded values are not recommended for survey control. AL7069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL7069. See file dsdata.txt to determine how the superseded data were derived. AL7069 AL7069_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM3766717531(NAD 83) AL7069_MARKER: DD = SURVEY DISK AL7069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL7069_SP_SET: CONCRETE POST AL7069_STAMPING: SPEED U AL7069_PROJECTION: FLUSH AL7069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL7069+STABILITY: SURFACE MOTION AL7069 AL7069 HISTORY - Date Condition Report By AL7069 HISTORY - 1975 MONUMENTED FL-103 AL7069 HISTORY - 1978 GOOD FL-103 AL7069 HISTORY - 19910605 GOOD USPSQD AL7069 HISTORY - 20080606 GOOD PINCPW AL7069 AL7069 STATION DESCRIPTION AL7069 AL7069'DESCRIBED BY PINELLAS COUNTY FLORIDA 1975 (DF) AL7069'THE STATION IS ABOUT 5.5 MILES EAST OF TARPON SPRINGS, .10 MILE AL7069'WEST OF THE HILLSBOROUGH-PINELLAS COUNTY LINE, JUST SOUTH OF THE AL7069'PASCO-PINELLAS COUNTY LINE IN SECTION 1, TOWNSHIP 27 SOUTH, RANGE AL7069'16 EAST. AL7069' AL7069'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 19 AND STATE ROUTE AL7069'582 IN TARPON SPRINGS, GO EAST ON STATE ROUTE 582 (KEYSTONE ROAD) AL7069'FOR 3.60 MILES TO THE INTERSECTION OF OLD KEYSTONE ROAD ON THE AL7069'LEFT. TURN LEFT AND GO NORTHEAST ALONG OLD KEYSTONE ROAD FOR .70 AL7069'MILE TO THE ENTRANCE OF THE S.K. KELLER WELL FIELDS ON THE AL7069'LEFT. TURN LEFT AND FOLLOW PAVED ROAD NORTH AND EAST FOR .25 AL7069'MILE TO A GATE IN THE NORTH-SOUTH FENCE, CONTINUE EAST THROUGH AL7069'GATE AND FOLLOW PAVED ROAD FOR 1.40 MILES TO A TURN TO THE AL7069'NORTH, CONTINUE NORTH FOR .10 MILE, THENCE EAST FOR .15 MILE, AL7069'THENCE NORTHERLY FOR .70 MILE TO A FORK IN THE ROAD, TAKE AL7069'THE RIGHT FORK AND GO NORTHERLY FOR .50 MILE TO THE END OF THE AL7069'PAVED ROAD, THENCE GO WESTERLY AND NORTHERLY AROUND AN ORANGE AL7069'GROVE FOR .20 MILE TO AN EAST-WEST FENCE UNDER A POWER LINE AND AL7069'THE STATION AS DESCRIBED. AL7069' AL7069'BRONZE DISK STAMPED SPEED U SET IN TOP OF A 12 INCH ROUND AL7069'DIAMETER CONCRETE MONUMENT THAT IS FLUSH WITH THE TOP OF THE GROUND. AL7069' AL7069'IT IS 22.0 FEET SOUTHEAST OF A YELLOW PAINTED FENCE POST, 20.0 DATASHEETS Page 2 of 3 http://www.ngs.noaa.gov/cgi-bin/ds_mark.prl?PidBox=AL7069 11/30/2010 AL7069'FEET SOUTH WEST OF A YELLOW PAINTED FENCE POST, 13.0 FEET SOUTH AL7069'OF A YELLOW PAINTED FENCE POST ON A GATE UNDER THE FLORIDA POWER AL7069'LINE. AL7069' AL7069'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METER. AL7069 AL7069 STATION RECOVERY (1978) AL7069 AL7069'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 1978 AL7069'7.75 MI EAST FROM TARPON SPRINGS. AL7069'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 19 AND AL7069'KEYSTONE RD. SR 582, RUN EASTERLY ON KEYSTONE RD. FOR 3.85 MILES TO AL7069'THE INTERSECTION OF OLD KEYSTONE RD. TURN LEFT AND RUN NORTHEASTERLY AL7069'FOR 0.70 MILE ON OLD KEYSTONE RD. TO THE ENTRANCE TO S.K. KELLER AL7069'PUMPING STATION. TURN LEFT AND RUN NORTHERLY AND EASTERLY FOR 0.2 MILE AL7069'TO S.K. KELLER PUMPING STATION. TURN LEFT AND RUN NORTHERLY AND AL7069'EASTERLY FOR 0.2 MILE TO A GATE IN THE NORTH SOUTH FENCE LINE AT S.K. AL7069'KELLER PUMPING STATION. CONTINUE THRU GATE AND RUN EASTERLY ALONG AL7069'PAVED ROAD FOR 1.35 MILES TO A GATE ON THE LEFT IN THE EAST WEST AL7069'FENCE LINE. TURN LEFT THRU GATE AND RUN NORTHERLY AND EASTERLY ALONG AL7069'WINDING PAVED ROAD FOR 1.00 MILE TO A FORK IN THE ROAD. TURN RIGHT AL7069'AND RUN NORTHERLY ON PAVED ROAD FOR 0.50 MILE TO THE END OF THE PAVED AL7069'ROAD. TURN LEFT AND RUN WESTERLY AND SOUTHERLY THRU THE FIELD FOR AL7069'0.15 MILE TO A GATE IN AN EAST WEST FENCE LINE. THE STATION IS 23.0 AL7069'FT. EAST OF THE CENTERLINE OF THE EAST FLORIDA POWER TOWERS, 69.0 FT. AL7069'N.W. OF A CONCRETE RIGHT OF WAY MARKER, 20.0 FT. S.W. OF A GATE POST AL7069'PAINTED YELLOW, 12.5 FT. SOUTH OF A GATE POST PAINTED YELLOW. SET IN AL7069'THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND. AL7069 AL7069 STATION RECOVERY (1991) AL7069 AL7069'RECOVERY NOTE BY US POWER SQUADRON 1991 (LUG) AL7069'RECOVERED IN GOOD CONDITION. AL7069 AL7069 STATION RECOVERY (2008) AL7069 AL7069'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (NB) AL7069'RECOVERED IN GOOD CONDITION. *** retrieval complete. Elapsed Time = 00:00:00 DATASHEETS Page 3 of 3 http://www.ngs.noaa.gov/cgi-bin/ds_mark.prl?PidBox=AL7069 11/30/2010 The NGS Data Sheet See file dsdata.txt for more information about the datasheet. DATABASE = ,PROGRAM = datasheet, VERSION = 7.85 1 National Geodetic Survey, Retrieval Date = DECEMBER 13, 2010 AL0364 *********************************************************************** AL0364 DESIGNATION - SPEED AL0364 PID - AL0364 AL0364 STATE/COUNTY- FL/PINELLAS AL0364 USGS QUAD - ELFERS (1987) AL0364 AL0364 *CURRENT SURVEY CONTROL AL0364 ___________________________________________________________________ AL0364* NAD 83(2007)- 28 08 42.15092(N) 082 39 01.06774(W) ADJUSTED AL0364* NAVD 88 - 9.094 (meters) 29.84 (feet) ADJUSTED AL0364 ___________________________________________________________________ AL0364 EPOCH DATE - 2002.00 AL0364 X - 719,980.119 (meters) COMP AL0364 Y - -5,581,899.958 (meters) COMP AL0364 Z - 2,990,680.307 (meters) COMP AL0364 LAPLACE CORR- -0.67 (seconds) DEFLEC09 AL0364 ELLIP HEIGHT- -16.073 (meters) (02/10/07) ADJUSTED AL0364 GEOID HEIGHT- -25.17 (meters) GEOID09 AL0364 DYNAMIC HT - 9.081 (meters) 29.79 (feet) COMP AL0364 AL0364 ------- Accuracy Estimates (at 95% Confidence Level in cm) -------- AL0364 Type PID Designation North East Ellip AL0364 ------------------------------------------------------------------- AL0364 NETWORK AL0364 SPEED 0.63 0.61 1.35 AL0364 ------------------------------------------------------------------- AL0364 MODELED GRAV- 979,196.6 (mgal) NAVD 88 AL0364 AL0364 VERT ORDER - FIRST CLASS II AL0364 AL0364.The horizontal coordinates were established by GPS observations AL0364.and adjusted by the National Geodetic Survey in February 2007. AL0364 AL0364.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). AL0364.See National Readjustment for more information. AL0364.The horizontal coordinates are valid at the epoch date displayed above. AL0364.The epoch date for horizontal control is a decimal equivalence AL0364.of Year/Month/Day. AL0364 AL0364.The orthometric height was determined by differential leveling and AL0364.adjusted in September 2007. AL0364 AL0364. Photographs are available for this station. AL0364 AL0364.The X, Y, and Z were computed from the position and the ellipsoidal ht. AL0364 AL0364.The Laplace correction was computed from DEFLEC09 derived deflections. AL0364 DATASHEETS Page 1 of 6 http://www.ngs.noaa.gov/cgi-bin/ds_mark.prl?PidBox=AL0364 12/13/2010 AL0364.The ellipsoidal height was determined by GPS observations AL0364.and is referenced to NAD 83. AL0364 AL0364.The geoid height was determined by GEOID09. AL0364 AL0364.The dynamic height is computed by dividing the NAVD 88 AL0364.geopotential number by the normal gravity value computed on the AL0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL0364.degrees latitude (g = 980.6199 gals.). AL0364 AL0364.The modeled gravity was interpolated from observed gravity values. AL0364 AL0364; North East Units Scale Factor Converg. AL0364;SPC FL W - 422,452.669 136,124.454 MT 0.99999152 -0 18 24.3 AL0364;SPC FL W - 1,385,996.80 446,601.65 sFT 0.99999152 -0 18 24.3 AL0364;UTM 17 - 3,114,370.667 337,943.930 MT 0.99992414 -0 46 43.0 AL0364 AL0364! - Elev Factor x Scale Factor = Combined Factor AL0364!SPC FL W - 1.00000252 x 0.99999152 = 0.99999404 AL0364!UTM 17 - 1.00000252 x 0.99992414 = 0.99992666 AL0364 AL0364: Primary Azimuth Mark Grid Az AL0364:SPC FL W - SPEED RM 3 277 15 34.6 AL0364:UTM 17 - SPEED RM 3 277 43 53.3 AL0364 AL0364|---------------------------------------------------------------------| AL0364| PID Reference Object Distance Geod. Az | AL0364| dddmmss.s | AL0364| AL0615 ODESSA GTE MICRO TOWER APPROX. 7.6 KM 0452732.2 | AL0364| CW6372 SPEED RM 4 23.560 METERS 18252 | AL0364| AL0369 SPEED RM 1 27.003 METERS 19845 | AL0364| AL0371 SPEED RM 3 APPROX. 0.5 KM 2765710.3 | AL0364| AL0370 SPEED RM 2 26.791 METERS 28311 | AL0364|---------------------------------------------------------------------| AL0364 AL0364 SUPERSEDED SURVEY CONTROL AL0364 AL0364 NAD 83(1999)- 28 08 42.15136(N) 082 39 01.06741(W) AD( ) 1 AL0364 NAD 83(1999)- 28 08 42.15136(N) 082 39 01.06741(W) AD( ) 1 AL0364 ELLIP H (07/06/01) -16.035 (m) GP( ) 4 2 AL0364 NAD 83(1990)- 28 08 42.14938(N) 082 39 01.06645(W) AD( ) 1 AL0364 NAD 83(1986)- 28 08 42.15619(N) 082 39 01.07623(W) AD( ) 1 AL0364 NAD 27 - 28 08 41.10608(N) 082 39 01.71973(W) AD( ) 1 AL0364 NAVD 88 (06/15/91) 9.107 (m) 29.88 (f) UNKNOWN 2 2 AL0364 NGVD 29 (??/??/92) 9.363 (m) 30.72 (f) ADJ UNCH 2 2 AL0364 AL0364.Superseded values are not recommended for survey control. AL0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL0364. See file dsdata.txt to determine how the superseded data were derived. AL0364 AL0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM3794314370(NAD 83) AL0364_MARKER: DH = HORIZONTAL CONTROL DISK AL0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL0364_SP_SET: SQUARE CONCRETE MONUMENT AL0364_STAMPING: SPEED 1972 AL0364_MARK LOGO: NGS AL0364_PROJECTION: FLUSH AL0364_MAGNETIC: N = NO MAGNETIC MATERIAL AL0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL0364+STABILITY: SURFACE MOTION DATASHEETS Page 2 of 6 http://www.ngs.noaa.gov/cgi-bin/ds_mark.prl?PidBox=AL0364 12/13/2010 AL0364_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AL0364+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2005 AL0364 AL0364 HISTORY - Date Condition Report By AL0364 HISTORY - 1972 MONUMENTED NGS AL0364 HISTORY - 1976 GOOD NGS AL0364 HISTORY - 1978 GOOD FL-103 AL0364 HISTORY - 1982 GOOD FL-057 AL0364 HISTORY - 1990 GOOD USPSQD AL0364 HISTORY - 19910403 GOOD HEIDT AL0364 HISTORY - 20010117 GOOD FL-057 AL0364 HISTORY - 20020805 GOOD USPSQD AL0364 HISTORY - 20040206 GOOD INDIV AL0364 HISTORY - 20050222 GOOD FLDEP AL0364 HISTORY - 20080507 GOOD PINCPW AL0364 AL0364 STATION DESCRIPTION AL0364 AL0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JDS) AL0364'THE STATION IS ABOUT 5-1/2 MILES EAST OF THE JUNCTION OF AL0364'U.S. HIGHWAY 19 AND STATE HIGHWAY S-582, 1-3/4 MILES SOUTH OF AL0364'THE PASCO-PINELLAS COUNTY LINE, AT THE HILLSBOROUGH-PINELLAS AL0364'COUNTY LINE AND ON STATE HIGHWAY ROAD RIGHT OF WAY. AL0364' AL0364'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 19 AND AL0364'STATE HIGHWAY S-582 IN TARPON SPRINGS, GO EASTERLY ON HIGHWAY AL0364'S-582 FOR 2.95 MILES TO A SIDE ROAD RIGHT (COUNTY ROAD AL0364'77). CONTINUE EAST ON HIGHWAY S-582 FOR 2.5 MILES TO REFERENCE AL0364'MARK 3 ON THE LEFT AS DESCRIBED. CONTINUE EASTERLY ON HIGHWAY AL0364'S-582 FOR 0.3 MILES TO THE STATION ON THE LEFT JUST BEFORE AL0364'REACHING THE HILLSBOROUGH-PINELLAS COUNTY LINE. AL0364' AL0364'STATION MARKS, STAMPED SPEED 1973 ARE STANDARD DISKS. THE AL0364'SURFACE MARK IS FLUSH WITH THE GROUND IN A ROUND CONCRETE AL0364'MONUMENT AND THE UNDERGROUND MARK IS ABOUT 42 INCHES BELOW THE AL0364'SURFACE. THEY ARE 47 FEET NORTHWEST OF HILLSBOROUGH-PINELLAS AL0364'COUNTY LINE SIGN, 46.5 FEET NORTH OF THE CENTER OF STATE AL0364'HIGHWAY S-582, 19 FEET WEST OF A FENCE CORNER AND 7 FEET SOUTH AL0364'OF A WIRE FENCE AND METAL WITNESS POST. AL0364' AL0364'REFERENCE MARK 1, STAMPED SPEED NO 1 1973 IS A STANDARD DISK AL0364'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH AL0364'THE GROUND. IT IS 50.5 FEET WEST OF A COUNTY LINE SIGN, 42 FEET AL0364'SOUTH OF THE CENTER OF STATE HIGHWAY S-582, 28 FEET SOUTHEAST AL0364'OF A TELEPHONE POLE NUMBER 215 AND 6 FEET NORTH OF TWO 12-INCH AL0364'PINE TREES. AL0364' AL0364'REFERENCE MARK 2, STAMPED SPEED NO 2 1973 IS A STANDARD DISK SET AL0364'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE AL0364'GROUND. IT IS 105 FEET WEST OF THE FENCE CORNER, 93 FEET AL0364'NORTHWEST OF THE TELEPHONE POLE NUMBER 215, 49.5 FEET NORTH OF AL0364'THE CENTER OF STATE HIGHWAY S-582 AND 1 FOOT SOUTH OF A WIRE AL0364'FENCE. AL0364' AL0364'REFERENCE MARK 3, STAMPED SPEED NO 3 1973 IS A STANDARD DISK AL0364'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH AL0364'THE GROUND. IT IS 64 FEET NORTH OF THE CENTER OF STATE HIGHWAY AL0364'S-582, 5 FEET NORTH OF A POWER POLE NUMBER 12A-5192R, 1.5 FEET AL0364'SOUTHWEST OF A METAL WITNESS POST AND 1.3 FEET SOUTH OF A WIRE AL0364'FENCE. DATASHEETS Page 3 of 6 http://www.ngs.noaa.gov/cgi-bin/ds_mark.prl?PidBox=AL0364 12/13/2010 AL0364' AL0364'HEIGHT OF LIGHT ABOVE STATION MARK 26.3 METERS. AL0364 AL0364 STATION RECOVERY (1976) AL0364 AL0364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 AL0364'3.9 MI E FROM TARPON SPRINGS. AL0364'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND AL0364'KEYSTONE RD. (SR-582). RUN EASTERLY ON KEYSTONE RD. FOR 6.05 MILES TO AL0364'THE PINELLAS, HILLSBORO COUNTY LINE. STATION ON LEFT, 46.4 FT. N.N.E. AL0364'OF THE CENTERLINE OF KEYSTONE RD., 134.5 FT. N.E. OF A POWER POLE AL0364'(NUMBER 12A-6148R), 84.4 FT N.N.E. OF A TELEPHONE POLE (NUMBER 215), AL0364'52.5 FT. S.W. OF A 10 INCH PINE TREE, 7.1 FT. SOUTH OF A 4 FT. BARBED AL0364'WIRE FENCE. SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE AL0364'GROUND. SECTION 12, T 27, R 16. AL0364 AL0364 STATION RECOVERY (1978) AL0364 AL0364'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 1978 AL0364'RECOVERED IN GOOD CONDITION. AL0364 AL0364 STATION RECOVERY (1982) AL0364 AL0364'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 1982 (RSW) AL0364'THE STATION MARK, REFERENCE MARKS 2 AND 3 (AZIMUTH MARK) , WERE AL0364'RECOVERED IN GOOD CONDITION. REFERENCE MARK 1 WAS RECOVERED DESTROYED AL0364'WITH THE BRASS DISK MISSING. REFERENCE MARK 4, WAS ESTABLISHED AT AL0364'THIS TIME. AL0364' AL0364'THE STATION IS LOCATED ABOUT 18.0 MILES NORTHWEST OF THE INTERSECTION AL0364'OF INTERSTATES 4 AND 275 AND 1.5 MILES SOUTHWEST OF KEYSTONE, SOUTH AL0364'OF THE PASCO AND PINELLAS COUNTY LINE AT THE HILLSBOROUGH AND AL0364'PINELLAS COUNTY LINE, ON COUNTY RIGHT OF WAY. AL0364' AL0364'TO REACH THE STATION FROM THE U.S. POST OFFICE IN ODESSA GO WESTERLY AL0364'ON TARPON SPRINGS ROAD FOR 4.6 MILES TO STATION ON RIGHT. AL0364' AL0364'THE STATION MARK IS A STANDARD NGS DISK STAMPED---SPEED 1972--- AL0364'THE SURFACE DISK IS SET IN THE TOP OF A 12 INCHES ROUND CONCRETE AL0364'MONUMENT FLUSH WITH THE GROUND. IT IS LOCATED 107.0 FEET EAST OF THE AL0364'THE HILLSBOROUGH AND PINELLAS COUNTY LINE, AND 58.0 FEET WEST OF AL0364'THE CENTERLINE OF A SHELL ROAD, AND 46.0 FEET NORTH OF THE CENTERLINE AL0364'OF TARPON SPRINGS ROAD, AND 18.7 FEET WEST OF A FENCE CORNER, AND AL0364'7.0 FEET SOUTH OF A METAL WITNESS POST. THE UNDERGROUND MARK IS A AL0364'STANDARD NGS DISK STAMPED---SPEED 1972---IN AN IRREGULAR MASS OF AL0364'CONCRETE, 3.7 FEET BELOW THE SURFACE. AL0364' AL0364'REFERENCE MARK NO2 IS A STANDARD NGS DISK STAMPED---SPEED NO 2 1972--- AL0364'THE SURFACE DISK IS SET IN THE TOP OF A 12 INCH ROUND CONCRETE AL0364'MONUMENT FLUSH WITH THE GROUND. IT IS LOCATED 105.0 FEET WEST OF A AL0364'FENCE CORNER, AND 49.5 FEET NORTH OF THE CENTERLINE OF TARPON SPRINGS AL0364'ROAD, AND 34.2 FEET EAST OF A CONCRETE RIGHT OF WAY POST, AND AL0364'32.8 FEET NORTHEAST OF THE HILLSBOROUGH AND PINELLAS COUNTY LINE SIGN, AL0364'AND 1.0 FOOT SOUTH OF A FENCE LINE. AL0364' AL0364'REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED---SPEED 1972 NO 4 AL0364'1981---THE SURFACE DISK IS SET IN THE TOP OF A 12 INCH ROUND AL0364'CONCRETE MONUMENT FLUSH WITH THE GROUND. IT IS LOCATED 80.7 FEET AL0364'WEST OF A TELEPHONE POLE, AND 48.3 FEET EAST OF A TELEPHONE POLE AL0364'NUMBER 215, AND 30.7 FEET SOUTH OF THE CENTERLINE OF TARPON SPRINGS DATASHEETS Page 4 of 6 http://www.ngs.noaa.gov/cgi-bin/ds_mark.prl?PidBox=AL0364 12/13/2010 AL0364'ROAD, AND 13.3 FEET NORTH OF A METAL WITNESS POST. AL0364' AL0364'AZIMUTH MARK IS A STANDARD NGS DISK STAMPED---SPEED NO 3 AL0364'1972---THE SURFACE DISK IS SET IN THE TOP OF A 12 INCH ROUND AL0364'CONCRETE MONUMENT FLUSH WITH THE GROUND. IT IS LOCATED 64.0 FEET AL0364'NORTH OF THE CENTERLINE OF TARPON SPRINGS ROAD, AND 5.5 FEET NORTH AL0364'OF A UTILITY POLE , AND 1.5 FEET SOUTHWEST OF A METAL WITNESS POST, AL0364'AND 1.3 FEET SOUTH OF A FENCE LINE. TO REACH THE AZIMUTH MARK FROM AL0364'THE STATION GO WESTERLY ON TARPON SPRINGS ROAD FOR 0.3 MILES TO AL0364'AZIMUTH MARK ON RIGHT. AL0364' AL0364'HEIGHT OF LIGHT ABOVE MARK 30.885 METERS. AL0364 AL0364 STATION RECOVERY (1990) AL0364 AL0364'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG) AL0364'RECOVERED IN GOOD CONDITION. AL0364 AL0364 STATION RECOVERY (1991) AL0364 AL0364'RECOVERY NOTE BY HEIDT AND ASSOCIATES INCORPORATED 1991 AL0364'RECOVERED IN GOOD CONDITION. AL0364 AL0364 STATION RECOVERY (2001) AL0364 AL0364'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 2001 (RJA) AL0364'THE STATION IS LOCATED IN HILLSBOROUGH COUNTY, FLORIDA, ABOUT 5.0 AL0364'MILES NORTHWEST OF THE TOWN OF CITRUS PARK AND 17.0 MILES NORTHWEST AL0364'OF TAMPA. IN SECTION 7 TOWNSHIP 27 SOUTH, RANGE 17 EAST. AL0364'OWNERSHIP---HILLSBOROUGH COUNTY THE STATION IS A 12 INCH ROUND AL0364'CONCRETE MONUMENT. RECESSED 3 INCHES BELOW THE GROUND. TO REACH THE AL0364'STATION FROM THE INTERSECTION OF TARPON SPRINGS RD. (C.R. 582) AND AL0364'PATTERSON RD., PROCEED WEST ON TARPON SPRINGS RD. (C.R.582) FOR 0.95 AL0364'MILES TO THE STATION ON THE NORTH SIDE OF ROAD. STATION IS AT THE AL0364'HILLSBOROUGH / PINELLAS COUNTY LINE. AL0364' AL0364'53.0 FT+/- WEST OF A SHELL ROAD LEADING NORTH. 1.0 FT SOUTHWEST OF A AL0364'METAL WITNESS POST AND PINELLAS COUNTY SIGN. 6.8 FT SOUTH OF A BARBED AL0364'WIRE FENCE. 18.5 FT SOUTHWEST OF A NAIL AND HILLS COUNTY DISK IN THE AL0364'SOUTH SIDE OF A FENCE CORNER. 20.1 FT WEST-SOUTHWEST OF AS NAIL AND AL0364'HILLS CO DISK IN THE SOUTH SIDE OF A WOOD POWER POLE 19034/48585. AL0364'31.8 FT NORTH OFA NAIL AND HILLS COUNTY DISK IN THE NORTH EDGE OF AL0364'PAVEMENT OF TARPON SPRINGS RD. (C.R.582). AL0364 AL0364 STATION RECOVERY (2002) AL0364 AL0364'RECOVERY NOTE BY US POWER SQUADRON 2002 (RAH) AL0364'RECOVERED IN GOOD CONDITION. AL0364 AL0364 STATION RECOVERY (2004) AL0364 AL0364'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (SMB) AL0364'RECOVERED AS DESCRIBED AL0364 AL0364 STATION RECOVERY (2005) AL0364 AL0364'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (BPJ) AL0364'RECOVERED IN GOOD CONDITION WITH A NEW TO REACH AS FOLLOWS. AL0364' AL0364'TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD 587 (GUNN HIGHWAY) DATASHEETS Page 5 of 6 http://www.ngs.noaa.gov/cgi-bin/ds_mark.prl?PidBox=AL0364 12/13/2010 AL0364'AND STATE ROAD 582 (TARPON SPRINGS ROAD) ABOUT 10.0 MI EAST OF TARPON AL0364'SPRINGS, GO WEST ON STATE ROAD 582 FOR 4.55 MI TO THE AL0364'PINELLAS-HILLSBOROUGH COUNTY LINE AND THE MARK ON THE RIGHT. AL0364 AL0364 STATION RECOVERY (2008) AL0364 AL0364'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (NB) AL0364'ADD NOTES, 20.0FT WEST OF A POWER POLE NUMBER 19034 48593 *** retrieval complete. Elapsed Time = 00:00:01 DATASHEETS Page 6 of 6 http://www.ngs.noaa.gov/cgi-bin/ds_mark.prl?PidBox=AL0364 12/13/2010 The NGS Data Sheet See file dsdata.txt for more information about the datasheet. DATABASE = ,PROGRAM = datasheet, VERSION = 7.85 1 National Geodetic Survey, Retrieval Date = JANUARY 27, 2011 AL0138 *********************************************************************** AL0138 DESIGNATION - CLARK AL0138 PID - AL0138 AL0138 STATE/COUNTY- FL/PINELLAS AL0138 USGS QUAD - ELFERS (1987) AL0138 AL0138 *CURRENT SURVEY CONTROL AL0138 ___________________________________________________________________ AL0138* NAD 83(2007)- 28 09 08.49320(N) 082 42 10.62052(W) ADJUSTED AL0138* NAVD 88 - 18.392 (meters) 60.34 (feet) ADJUSTED AL0138 ___________________________________________________________________ AL0138 EPOCH DATE - 2002.00 AL0138 X - 714,802.627 (meters) COMP AL0138 Y - -5,582,187.942 (meters) COMP AL0138 Z - 2,991,399.712 (meters) COMP AL0138 LAPLACE CORR- -0.83 (seconds) DEFLEC09 AL0138 ELLIP HEIGHT- -6.748 (meters) (02/10/07) ADJUSTED AL0138 GEOID HEIGHT- -25.15 (meters) GEOID09 AL0138 DYNAMIC HT - 18.366 (meters) 60.26 (feet) COMP AL0138 AL0138 ------- Accuracy Estimates (at 95% Confidence Level in cm) -------- AL0138 Type PID Designation North East Ellip AL0138 ------------------------------------------------------------------- AL0138 NETWORK AL0138 CLARK 1.47 1.39 2.47 AL0138 ------------------------------------------------------------------- AL0138 MODELED GRAV- 979,195.7 (mgal) NAVD 88 AL0138 AL0138 VERT ORDER - FIRST CLASS II AL0138 AL0138.The horizontal coordinates were established by GPS observations AL0138.and adjusted by the National Geodetic Survey in February 2007. AL0138 AL0138.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). AL0138.See National Readjustment for more information. AL0138.The horizontal coordinates are valid at the epoch date displayed above. AL0138.The epoch date for horizontal control is a decimal equivalence AL0138.of Year/Month/Day. AL0138 AL0138.The orthometric height was determined by differential leveling and AL0138.adjusted in September 2007. AL0138 AL0138. Photographs are available for this station. AL0138 AL0138.The X, Y, and Z were computed from the position and the ellipsoidal ht. AL0138 AL0138.The Laplace correction was computed from DEFLEC09 derived deflections. AL0138 AL0138.The ellipsoidal height was determined by GPS observations AL0138.and is referenced to NAD 83. AL0138 AL0138.The geoid height was determined by GEOID09. AL0138 AL0138.The dynamic height is computed by dividing the NAVD 88 DATASHEETS Page 1 of 4 http://www.ngs.noaa.gov/cgi-bin/ds_mark.prl?PidBox=AL0138 1/27/2011 AL0138.geopotential number by the normal gravity value computed on the AL0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL0138.degrees latitude (g = 980.6199 gals.). AL0138 AL0138.The modeled gravity was interpolated from observed gravity values. AL0138 AL0138; North East Units Scale Factor Converg. AL0138;SPC FL W - 423,292.384 130,957.100 MT 0.99999999 -0 19 54.0 AL0138;SPC FL W - 1,388,751.76 429,648.42 sFT 0.99999999 -0 19 54.0 AL0138;UTM 17 - 3,115,252.862 332,783.983 MT 0.99994511 -0 48 13.2 AL0138 AL0138! - Elev Factor x Scale Factor = Combined Factor AL0138!SPC FL W - 1.00000106 x 0.99999999 = 1.00000105 AL0138!UTM 17 - 1.00000106 x 0.99994511 = 0.99994617 AL0138 AL0138: Primary Azimuth Mark Grid Az AL0138:SPC FL W - SPEED 099 13 48.5 AL0138:UTM 17 - SPEED 099 42 07.7 AL0138 AL0138|---------------------------------------------------------------------| AL0138| PID Reference Object Distance Geod. Az | AL0138| dddmmss.s | AL0138| AL0364 SPEED APPROX. 5.2 KM 0985354.5 | AL0138| AL0146 CLARK RM 1 26.517 METERS 10852 | AL0138| AL0148 CLARK RM 3 12933 | AL0138| AL0147 CLARK RM 2 26.782 METERS 23341 | AL0138| AL0742 TARPON SPRINGS LAKE BUTLER TK APPROX. 3.2 KM 2462806.1 | AL0138|---------------------------------------------------------------------| AL0138 AL0138 SUPERSEDED SURVEY CONTROL AL0138 AL0138 NAD 83(1999)- 28 09 08.49374(N) 082 42 10.62044(W) AD( ) 1 AL0138 ELLIP H (05/29/03) -6.749 (m) GP( ) 4 2 AL0138 NAD 83(1990)- 28 09 08.49234(N) 082 42 10.62029(W) AD( ) 1 AL0138 NAD 83(1986)- 28 09 08.49940(N) 082 42 10.63000(W) AD( ) 1 AL0138 NAD 27 - 28 09 07.45043(N) 082 42 11.26954(W) AD( ) 1 AL0138 NAVD 88 (06/15/91) 18.397 (m) 60.36 (f) UNKNOWN 2 2 AL0138 NGVD 29 (??/??/92) 18.654 (m) 61.20 (f) ADJ UNCH 2 2 AL0138 AL0138.Superseded values are not recommended for survey control. AL0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL0138. See file dsdata.txt to determine how the superseded data were derived. AL0138 AL0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM3278315252(NAD 83) AL0138_MARKER: DH = HORIZONTAL CONTROL DISK AL0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT AL0138_STAMPING: CLARK 1972 AL0138_MARK LOGO: NGS AL0138_PROJECTION: FLUSH AL0138_MAGNETIC: N = NO MAGNETIC MATERIAL AL0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL0138+STABILITY: SURFACE MOTION AL0138_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AL0138+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2005 AL0138 AL0138 HISTORY - Date Condition Report By AL0138 HISTORY - 1973 MONUMENTED NGS AL0138 HISTORY - 1976 GOOD NGS AL0138 HISTORY - 1990 GOOD USPSQD AL0138 HISTORY - 20050306 GOOD FLDEP AL0138 HISTORY - 20050520 GOOD POLASS DATASHEETS Page 2 of 4 http://www.ngs.noaa.gov/cgi-bin/ds_mark.prl?PidBox=AL0138 1/27/2011 AL0138 HISTORY - 20080509 GOOD PINCPW AL0138 AL0138 STATION DESCRIPTION AL0138 AL0138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JDS) AL0138'STATION IS ABOUT 3-1/2 MILES EAST OF TARPON SPRINGS, 2-1/2 MILES AL0138'EAST OF THE JUNCTION OF U.S. HIGHWAY 19 AND STATE HIGHWAYS 582 AL0138'AND S-582, 1-1/2 MILES SOUTH OF THE PINELLAS AND PASCO COUNTY AL0138'LINE, JUST NORTH OF STATE HIGHWAY S-582 AND ON PROPERTY OWNED BY AL0138'DR. CLARK WHO LIVES IN TARPON SPRINGS. AL0138' AL0138'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 19 AND AL0138'STATE HIGHWAYS 582 AND S-582 IN THE EAST EDGE OF TARPON SPRINGS, GO AL0138'EASTERLY ON HIGHWAY S-582 FOR 2.5 MILES TO A DRIVEWAY LEFT JUST AL0138'BEFORE REACHING THE JUNCTION OF DOGWOOD TRACE ON THE RIGHT AL0138'(ENTRANCE TO OAK HILL ACRES.) TURN LEFT AND GO NORTH UPHILL FOR AL0138'0.05 MILE TO A HOUSE ON THE LEFT AND THE STATION ON THE RIGHT IN AL0138'A PASTURE AS DESCRIBED. AL0138' AL0138'STATION MARK, STAMPED CLARK 1972, IS A STANDARD DISK SET IN A AL0138'ROUND CONCRETE POST FLUSH WITH THE GROUND. IT IS 113 FEET WEST AL0138'OF THE WEST LEG OF A HIGH TENSION LINE TOWER, 110 FEET EAST OF AL0138'THE NORTHEAST CORNER OF THE HOUSE, 63 FEET NORTHWEST OF A 12-INCH AL0138'OAK TREE, 51 FEET SOUTHEAST OF AN 18-INCH OAK TREE AND FENCE AL0138'CORNER AND 25.5 FEET EAST OF A 12-INCH PINE TREE (NORTHWEST 1 OF AL0138'2). AL0138' AL0138'REFERENCE MARK 1, STAMPED CLARK NO 1 1972, IS A STANDARD DISK SET AL0138'IN A ROUND CONCRETE POST FLUSH WITH THE GROUND. IT IS 31 FEET AL0138'NORTHEAST OF THE 12-INCH OAK TREE AND 26.3 FEET WEST OF THE WEST AL0138'LEG OF THE HIGH TENSION LINE TOWER. AL0138' AL0138'REFERENCE MARK 2, STAMPED CLARK NO 2 1972, IS A STANDARD DISK AL0138'SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND. IT IS 68 AL0138'FEET SOUTHWEST OF THE 12-INCH PINE TREE (NORTHWEST 1 OF 2), 57 AL0138'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 25 FEET AL0138'SOUTHEAST OF THE SOUTH 1 OF 4 EUCALYPTUS TREES AND 20 FEET EAST AL0138'OF CENTER OF THE DRIVEWAY. AL0138' AL0138'REFERENCE MARK 3, STAMPED CLARK NO 3 1972, IS A STANDARD DISK AL0138'SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND. IT IS 42 AL0138'FEET SOUTH OF CENTER OF HIGHWAY S-582, 14.5 FEET NORTHWEST OF A AL0138'CONCRETE RIGHT-OF-WAY MARKER, 2 FEET NORTHEAST OF A POWER POLE AL0138'AND 2 FEET NORTHWEST OF A METAL WITNESS POST. AL0138' AL0138'TO REACH REFERENCE MARK 3 FROM THE DRIVEWAY ENTRANCE, GO EAST AL0138'ON HIGHWAY S-582 FOR 0.1 MILE TO THE MARK ON THE RIGHT AS AL0138'DESCRIBED. AL0138' AL0138'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS. AL0138 AL0138 STATION RECOVERY (1976) AL0138 AL0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 AL0138'1.0 MI E FROM TARPON SPRINGS. AL0138'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND AL0138'KEYSTONE RD. (SR-582). RUN EASTERLY ON KEYSTONE RD. FOR 2.6 MILES TO AL0138'AN ASPHALT DRIVEWAY LEFT. TURN LEFT, AND RUN NORTHERLY UP ASPHALT AL0138'DRIVEWAY FOR 0.05 MILE TO HOUSE ON LEFT. STATION ON RIGHT, 113.0 FT. AL0138'WEST OF THE WEST LEG OF A TRANSMISSION TOWER (NUMBER HTE 65), 110.0 AL0138'FT. EAST OF THE N.E. CORNER OF A ONE STORY FRAME HOUSE, 63.0 N.W. OF A AL0138'12 INCH OAK TREE, 51.0 FT. S.E. OF A 18 INCH OAK TREE, 25.0 FT. EAST DATASHEETS Page 3 of 4 http://www.ngs.noaa.gov/cgi-bin/ds_mark.prl?PidBox=AL0138 1/27/2011 AL0138'OF A 12 INCH PINE TREE. SET IN THE TOP OF A CONCRETE POST THAT IS AL0138'FLUSH WITH THE GROUND. SECTION 9, T 27, R 16. AL0138 AL0138 STATION RECOVERY (1990) AL0138 AL0138'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG) AL0138'RECOVERED IN GOOD CONDITION. AL0138 AL0138 STATION RECOVERY (2005) AL0138 AL0138'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (BPJ) AL0138'RECOVERED IN GOOD CONDITION. AL0138' AL0138'NOTE MILEAGE TO THE DRIVEWAY AT 2877 KEYSTONE ROAD (STATE ROAD 582) IS AL0138'2.5 MI. EASTWARD FROM THE INTERSECTION OF U.S. HIGHWAY 19 AND STATE AL0138'ROAD 582 IN TARPON SPRINGS. AL0138 AL0138 STATION RECOVERY (2005) AL0138 AL0138'RECOVERY NOTE BY POLARIS ASSOCIATES 2005 (JR) AL0138'MONUMENT STABLE AND DESCRIPTION SUFFICIENT. AL0138 AL0138 STATION RECOVERY (2008) AL0138 AL0138'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (NB) AL0138'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY.19 AND KEYSTONE AL0138'RD RUN E. ON KEYSTONE RD FOR 2.6 MI. TO AN ASPHALT DRIVEWAY ON LEFT, AL0138'TURN LEFT AND RUN N. ON DRIVEWAY FOR 0.05 MI. STATION ON RIGHT 113FT. AL0138'W OF THE W LEG OF TRANSMISSION TOWER (HTE 65) 63FT. NW OF A 12 IN. OAK AL0138'18FT. S OF A 20 IN. OAK *** retrieval complete. Elapsed Time = 00:00:00 DATASHEETS Page 4 of 4 http://www.ngs.noaa.gov/cgi-bin/ds_mark.prl?PidBox=AL0138 1/27/2011 APPENDIX D 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 331 of 332 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. SWFWMD BOUNDARY MAP 2011 Pinellas County Orthophotography & Oblique Imagery Southwest Florida Water Management District Page 332 of 332 January 31, 2011 www.aca-net.com Aerial Cartographics of America, Inc. 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