1 National Geodetic Survey, Retrieval Date = OCTOBER 3, 2005 AL7348 *********************************************************************** AL7348 DESIGNATION - CR 64 FLDNR AL7348 PID - AL7348 AL7348 STATE/COUNTY- FL/PASCO AL7348 USGS QUAD - ARIPEKA (1988) AL7348 AL7348 *CURRENT SURVEY CONTROL AL7348 ___________________________________________________________________ AL7348* NAD 83(1986)- 28 24 56. (N) 082 38 56. (W) SCALED AL7348* NAVD 88 - 4.103 (meters) 13.46 (feet) POSTED AL7348 ___________________________________________________________________ AL7348 GEOID HEIGHT- -26.04 (meters) GEOID03 AL7348 DYNAMIC HT - 4.100 (meters) 13.45 (feet) COMP AL7348 MODELED GRAV- 979,200.9 (mgal) NAVD 88 AL7348 AL7348 VERT ORDER - * POSTED, Code A , SEE BELOW AL7348 AL7348.The horizontal coordinates were scaled from a topographic map and have AL7348.an estimated accuracy of +/- 6 seconds. AL7348 AL7348.The orthometric height was determined by differential leveling AL7348.and adjusted by the National Geodetic Survey in 1992. AL7348.* This is a POSTED BENCH MARK height. Code A indicates a distribution AL7348.rate of 0.0 thru 1.0 mm/km. AL7348 AL7348.The geoid height was determined by GEOID03. AL7348 AL7348.The dynamic height is computed by dividing the NAVD 88 AL7348.geopotential number by the normal gravity value computed on the AL7348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL7348.degrees latitude (g = 980.6199 gals.). AL7348 AL7348.The modeled gravity was interpolated from observed gravity values. AL7348 AL7348; North East Units Estimated Accuracy AL7348;SPC FL W - 452,430. 136,420. MT (+/- 180 meters Scaled) AL7348 AL7348 SUPERSEDED SURVEY CONTROL AL7348 AL7348.No superseded survey control is available for this station. AL7348 AL7348_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM384443(NAD 83) AL7348_MARKER: DB = BENCH MARK DISK AL7348_SETTING: 30 = SET IN A LIGHT STRUCTURE AL7348_SP_SET: HEADWALL AL7348_STAMPING: CR 64 1977 CLB AL7348_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AL7348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AL7348+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2005 AL7348 AL7348 HISTORY - Date Condition Report By AL7348 HISTORY - 1977 MONUMENTED FLDNR AL7348 HISTORY - 20050715 GOOD POLASS AL7348 AL7348 STATION DESCRIPTION AL7348 AL7348'DESCRIBED BY FL DEPT OF NAT RES 1977 AL7348'1.75 MI SE FROM ARIPEKA. AL7348'BEGIN ABOUT 1.75 MILES SOUTHEAST OF ARIPEKA AT THE INTERSECTION AL7348'OF STATE ROAD 595 AND U.S. HIGHWAY 19, THE MARK IS LOCATED AT THIS AL7348'INTERSECTION, AND BEARS 42 FEET SOUTHEAST OF THE CENTER LINE OF AL7348'U.S. HIGHWAY 19 NORTH BOUND LANE, 93 FEET NORTHEAST OF EXTENSION AL7348'OF THE CENTER LINE OF STATE ROAD 595, 1 1/2 FEET SOUTHWEST OF THE AL7348'NORTH END OF A CULVERT, 35 FEET NORTHWEST OF A TELEPHONE POLE, 23 FEET AL7348'SOUTHWEST OF POWER POLE 49 14. AL7348 AL7348 STATION RECOVERY (2005) AL7348 AL7348'RECOVERY NOTE BY POLARIS ASSOCIATES 2005 (TME) AL7348'MONUMENT STABLE AND UNDISTURBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 3, 2005 AL7344 *********************************************************************** AL7344 DESIGNATION - CR 67 AL7344 PID - AL7344 AL7344 STATE/COUNTY- FL/PASCO AL7344 USGS QUAD - ARIPEKA (1988) AL7344 AL7344 *CURRENT SURVEY CONTROL AL7344 ___________________________________________________________________ AL7344* NAD 83(1986)- 28 25 22. (N) 082 39 50. (W) SCALED AL7344* NAVD 88 - 2.216 (meters) 7.27 (feet) POSTED AL7344 ___________________________________________________________________ AL7344 GEOID HEIGHT- -26.04 (meters) GEOID03 AL7344 DYNAMIC HT - 2.210 (meters) 7.25 (feet) COMP AL7344 MODELED GRAV- 979,201.8 (mgal) NAVD 88 AL7344 AL7344 VERT ORDER - * POSTED, Code A , SEE BELOW AL7344 AL7344.The horizontal coordinates were scaled from a topographic map and have AL7344.an estimated accuracy of +/- 6 seconds. AL7344 AL7344.The orthometric height was determined by differential leveling AL7344.and adjusted by the National Geodetic Survey in 1992. AL7344.* This is a POSTED BENCH MARK height. Code A indicates a distribution AL7344.rate of 0.0 thru 1.0 mm/km. AL7344 AL7344.The geoid height was determined by GEOID03. AL7344 AL7344.The dynamic height is computed by dividing the NAVD 88 AL7344.geopotential number by the normal gravity value computed on the AL7344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL7344.degrees latitude (g = 980.6199 gals.). AL7344 AL7344.The modeled gravity was interpolated from observed gravity values. AL7344 AL7344; North East Units Estimated Accuracy AL7344;SPC FL W - 453,240. 134,960. MT (+/- 180 meters Scaled) AL7344 AL7344 SUPERSEDED SURVEY CONTROL AL7344 AL7344.No superseded survey control is available for this station. AL7344 AL7344_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM370451(NAD 83) AL7344_MARKER: DB = BENCH MARK DISK AL7344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AL7344_SP_SET: CONCRETE POST AL7344_STAMPING: CR 67 1977 CLB AL7344_MARK LOGO: FLDNR AL7344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AL7344+STABILITY: SURFACE MOTION AL7344_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AL7344+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2005 AL7344 AL7344 HISTORY - Date Condition Report By AL7344 HISTORY - 1977 MONUMENTED FLDNR AL7344 HISTORY - 1985 GOOD FLDNR AL7344 HISTORY - 19910522 GOOD USPSQD AL7344 HISTORY - 20050715 GOOD POLASS AL7344 AL7344 STATION DESCRIPTION AL7344 AL7344'DESCRIBED BY FL DEPT OF NAT RES 1977 AL7344'0.5 MI SE FROM ARIPEKA. AL7344'BEGIN ABOUT 1.6 MILES SOUTHEAST OF ARIPEKA AT THE INTERSECTION OF AL7344'U.S. HIGHWAY 19 AND STATE ROAD 595. PROCEED NORTHWEST ALONG STATE AL7344'ROAD 595 FOR 1.15 MILES TO THE MARK ON THE RIGHT, WHICH BEARS 61.5 AL7344'FEET EAST SOUTHEAST OF THE INTERSECTION OF STATE ROAD 595 AND A AL7344'PAVED ROAD LEADING SOUTHWEST, 103 FEET SOUTHWEST OF A POWER POLE AL7344'WITH A TRANSFORMER, 50.5 FEET WEST OF A FENCE, 13 FEET SOUTH AL7344'SOUTHEAST OF A 16 INCH PINE. AL7344 AL7344 STATION RECOVERY (1985) AL7344 AL7344'RECOVERY NOTE BY FL DEPT OF NAT RES 1985 AL7344'RECOVERED IN GOOD CONDITION. AL7344 AL7344 STATION RECOVERY (1991) AL7344 AL7344'RECOVERY NOTE BY US POWER SQUADRON 1991 (LUG) AL7344'RECOVERED IN GOOD CONDITION. AL7344 AL7344 STATION RECOVERY (2005) AL7344 AL7344'RECOVERY NOTE BY POLARIS ASSOCIATES 2005 (TME) AL7344'MONUMENT STABLE AND UNDISTURBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 3, 2005 AL7990 *********************************************************************** AL7990 DESIGNATION - D36 160 AL7990 PID - AL7990 AL7990 STATE/COUNTY- FL/PASCO AL7990 USGS QUAD - LACOOCHEE (1988) AL7990 AL7990 *CURRENT SURVEY CONTROL AL7990 ___________________________________________________________________ AL7990* NAD 83(1999)- 28 25 37.47718(N) 082 12 14.26419(W) ADJUSTED AL7990* NAVD 88 - 26.3 (meters) 86. (feet) VERTCON AL7990 ___________________________________________________________________ AL7990 X - 761,433.603 (meters) COMP AL7990 Y - -5,561,461.177 (meters) COMP AL7990 Z - 3,018,211.777 (meters) COMP AL7990 LAPLACE CORR- -1.44 (seconds) DEFLEC99 AL7990 ELLIP HEIGHT- -0.28 (meters) (07/06/01) GPS OBS AL7990 GEOID HEIGHT- -26.59 (meters) GEOID03 AL7990 AL7990 HORZ ORDER - FIRST AL7990 ELLP ORDER - FOURTH CLASS II AL7990 AL7990.The horizontal coordinates were established by GPS observations AL7990.and adjusted by the National Geodetic Survey in July 2001. AL7990 AL7990.The NAVD 88 height was computed by applying the VERTCON shift value to AL7990.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AL7990 AL7990.The X, Y, and Z were computed from the position and the ellipsoidal ht. AL7990 AL7990.The Laplace correction was computed from DEFLEC99 derived deflections. AL7990 AL7990.The ellipsoidal height was determined by GPS observations AL7990.and is referenced to NAD 83. AL7990 AL7990.The geoid height was determined by GEOID03. AL7990 AL7990; North East Units Scale Factor Converg. AL7990;SPC FL W - 453,553.046 180,018.695 MT 0.99994610 -0 05 49.5 AL7990;UTM 17 - 3,145,103.146 382,088.605 MT 0.99977158 -0 34 23.5 AL7990 AL7990! - Elev Factor x Scale Factor = Combined Factor AL7990!SPC FL W - 1.00000004 x 0.99994610 = 0.99994614 AL7990!UTM 17 - 1.00000004 x 0.99977158 = 0.99977162 AL7990 AL7990: Primary Azimuth Mark Grid Az AL7990:SPC FL W - D36 159 000 11 34.8 AL7990:UTM 17 - D36 159 000 40 08.8 AL7990 AL7990|---------------------------------------------------------------------| AL7990| PID Reference Object Distance Geod. Az | AL7990| dddmmss.s | AL7990| AL7989 D36 159 APPROX. 0.9 KM 0000545.3 | AL7990|---------------------------------------------------------------------| AL7990 AL7990 SUPERSEDED SURVEY CONTROL AL7990 AL7990 NAD 83(1990)- 28 25 37.47638(N) 082 12 14.26420(W) AD( ) 1 AL7990 NGVD 29 (10/07/92) 26.5 (m) 87. (f) GPS OBS AL7990 AL7990.Superseded values are not recommended for survey control. AL7990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL7990.See file dsdata.txt to determine how the superseded data were derived. AL7990 AL7990_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM8208945103(NAD 83) AL7990_MARKER: I = METAL ROD AL7990_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AL7990_SP_SET: ALUMINUM ALLOY ROD AL7990_STAMPING: D36-160 1991 AL7990_MARK LOGO: FL-101 AL7990_PROJECTION: FLUSH AL7990_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AL7990_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AL7990_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AL7990+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2005 AL7990_ROD/PIPE-DEPTH: 8.2 meters AL7990 AL7990 HISTORY - Date Condition Report By AL7990 HISTORY - 1991 MONUMENTED FL-101 AL7990 HISTORY - 20020601 GOOD USPSQD AL7990 HISTORY - 20050726 GOOD JCLS AL7990 AL7990 STATION DESCRIPTION AL7990 AL7990'DESCRIBED BY PASCO COUNTY FLORIDA 1991 AL7990'THE STATION IS LOCATED 2 MI (3.22 KM) SOUTH-SOUTHWEST OF TRILBY AND 5 AL7990'MI (8.05 KM) NORTH-NORTHWEST OF DADE CITY. AL7990'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 301/98 AL7990'(SOUTH 7TH STREET) AND STATE ROAD 52 (EAST MERIDIAN STREET) IN DADE AL7990'CITY, GO WEST ON STATE ROAD 52, 0.85 MI (1.37 KM) TO PASCO COUNTY AL7990'ROAD 41 (NORTH 21ST STREET) ON THE RIGHT AND STATE ROAD 52 ON THE AL7990'LEFT, TURN RIGHT AND GO NORTH ON PASCO COUNTY ROAD 41, 0.8 MI AL7990'(1.29 KM) TO WHERE PASCO COUNTY ROAD 41 (LOCK STREET) TURNS LEFT AL7990'(WEST) AND 21ST STREET CONTINUES STRAIGHT, CONTINUE NORTH ON 21ST AL7990'STREET, 1.5 MI (2.41 KM) TO FRAZEE HILL ROAD AND WHERE 21ST STREET AL7990'BECOMES POWER LINE ROAD, CONTINUE NORTH ON POWER LINE ROAD, 1.95 MI AL7990'(3.14 KM) TO THE STATION ON THE LEFT AND AUDREY ROAD. AL7990'THE STATION IS AN ALUMINUM ALLOY ROD DRIVEN INTO THE GROUND TO REFUSAL AL7990'WITH A PASCO COUNTY LOGO CAP STAMPED ---D36-160 1991--- THAT IS FLUSH AL7990'WITH THE GROUND AND THE STATION IS RECESSED 6-INCHES BELOW THE GROUND AL7990'. IT IS 62 FT (18.90 M) WEST OF THE CENTER OF POWER LINE ROAD AND 40 AL7990'FT (12.19 M) SOUTH OF THE CENTER OF AUDREY ROAD. NOTE THE HORIZONTAL AL7990'CONTROL POINT IS A PUNCH MARK ON THE ALUMINUM ALLOY ROD THAT IS AL7990'ACCESSED THROUGH A 5-INCH ACCESS COVER. AL7990'REFERENCES-- AL7990'P.K. NAIL AND ---PCSD--- DISK SET IN THE SOUTHWEST FACE OF POWER POLE AL7990'NUMBER 33444-58783 2 FT (0.61 M) ABOVE THE GROUND ON A MAGNETIC AL7990'AZIMUTH OF 52 DEGREES AT 34.74 FT (10.59 M). AL7990'P.K. NAIL AND ---PCSD--- DISK SET IN THE CENTER OF A MITED END AL7990'DRAINAGE PIPE ON A MAGNETIC AZIMUTH OF 124 DEGREES AT 37.32 FT AL7990'(11.38 M). AL7990'P.K. NAIL AND ---PCSD--- DISK SET IN THE EAST FACE OF POWER POLE AL7990'NUMBER B2-232 2 FT (0.61 M) ABOVE THE GROUND ON A MAGNETIC AZIMUTH OF AL7990'180 DEGREES AT 41.09 FT (12.52 M). AL7990 AL7990 STATION RECOVERY (2002) AL7990 AL7990'RECOVERY NOTE BY US POWER SQUADRON 2002 (RAH) AL7990'RECOVERED IN GOOD CONDITION. AL7990 AL7990 STATION RECOVERY (2005) AL7990 AL7990'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005 AL7990'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 3, 2005 AL7876 *********************************************************************** AL7876 CBN - This is a Cooperative Base Network Control Station. AL7876 PACS - This is a Primary Airport Control Station. AL7876 DESIGNATION - ZEPHYRPORT AL7876 PID - AL7876 AL7876 STATE/COUNTY- FL/PASCO AL7876 USGS QUAD - ZEPHYRHILLS (1993) AL7876 AL7876 *CURRENT SURVEY CONTROL AL7876 ___________________________________________________________________ AL7876* NAD 83(1999)- 28 13 43.28435(N) 082 09 37.96195(W) ADJUSTED AL7876* NAVD 88 - 24.645 (meters) 80.86 (feet) ADJUSTED AL7876 ___________________________________________________________________ AL7876 X - 767,070.574 (meters) COMP AL7876 Y - -5,571,216.758 (meters) COMP AL7876 Z - 2,998,857.918 (meters) COMP AL7876 LAPLACE CORR- -2.85 (seconds) DEFLEC99 AL7876 ELLIP HEIGHT- -1.57 (meters) (04/12/01) GPS OBS AL7876 GEOID HEIGHT- -26.22 (meters) GEOID03 AL7876 DYNAMIC HT - 24.609 (meters) 80.74 (feet) COMP AL7876 MODELED GRAV- 979,177.4 (mgal) NAVD 88 AL7876 AL7876 HORZ ORDER - A AL7876 VERT ORDER - SECOND CLASS I AL7876 ELLP ORDER - FOURTH CLASS I AL7876 AL7876.This mark is at Zephyrhills Airport (ZPH) AL7876 AL7876.The horizontal coordinates were established by GPS observations AL7876.and adjusted by the National Geodetic Survey in April 2001. AL7876 AL7876.The orthometric height was determined by differential leveling AL7876.and adjusted by the National Geodetic Survey in May 2001. AL7876 AL7876.The X, Y, and Z were computed from the position and the ellipsoidal ht. AL7876 AL7876.The Laplace correction was computed from DEFLEC99 derived deflections. AL7876 AL7876.The ellipsoidal height was determined by GPS observations AL7876.and is referenced to NAD 83. AL7876 AL7876.The geoid height was determined by GEOID03. AL7876 AL7876.The dynamic height is computed by dividing the NAVD 88 AL7876.geopotential number by the normal gravity value computed on the AL7876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AL7876.degrees latitude (g = 980.6199 gals.). AL7876 AL7876.The modeled gravity was interpolated from observed gravity values. AL7876 AL7876; North East Units Scale Factor Converg. AL7876;SPC FL W - 431,561.670 184,242.875 MT 0.99994424 -0 04 33.4 AL7876;UTM 17 - 3,123,081.488 386,129.763 MT 0.99976003 -0 32 56.4 AL7876 AL7876! - Elev Factor x Scale Factor = Combined Factor AL7876!SPC FL W - 1.00000025 x 0.99994424 = 0.99994449 AL7876!UTM 17 - 1.00000025 x 0.99976003 = 0.99976028 AL7876 AL7876: Primary Azimuth Mark Grid Az AL7876:SPC FL W - ZEPHYRPORT AZ MK 042 47 34.5 AL7876:UTM 17 - ZEPHYRPORT AZ MK 043 15 57.5 AL7876 AL7876|---------------------------------------------------------------------| AL7876| PID Reference Object Distance Geod. Az | AL7876| dddmmss.s | AL7876| AL7902 ZEPHYRPORT AZ MK APPROX. 0.6 KM 0424301.1 | AL7876|---------------------------------------------------------------------| AL7876 AL7876 SUPERSEDED SURVEY CONTROL AL7876 AL7876 NAD 83(1990)- 28 13 43.28291(N) 082 09 37.96146(W) AD( ) B AL7876 ELLIP H (09/13/90) -1.66 (m) GP( ) 4 1 AL7876 NGVD 29 (09/01/92) 24.904 (m) 81.71 (f) ADJUSTED 2 1 AL7876 AL7876.Superseded values are not recommended for survey control. AL7876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AL7876.See file dsdata.txt to determine how the superseded data were derived. AL7876 AL7876_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM8613023081(NAD 83) AL7876_MARKER: I = METAL ROD AL7876_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) AL7876_SP_SET: STAINLESS STEEL ROD IN SLEEVE AL7876_STAMPING: ZEPHYRPORT 1989 AL7876_MARK LOGO: NGS AL7876_PROJECTION: RECESSED 9 CENTIMETERS AL7876_MAGNETIC: N = NO MAGNETIC MATERIAL AL7876_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AL7876_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AL7876+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2005 AL7876_ROD/PIPE-DEPTH: 13.4 meters AL7876_SLEEVE-DEPTH : 0.91 meters AL7876 AL7876 HISTORY - Date Condition Report By AL7876 HISTORY - 1989 MONUMENTED NGS AL7876 HISTORY - 19901012 GOOD KEISCH AL7876 HISTORY - 19910130 GOOD GEOBAS AL7876 HISTORY - 19910430 GOOD HEIDT AL7876 HISTORY - 19910430 GOOD KEISCH AL7876 HISTORY - 19920330 GOOD GENGRP AL7876 HISTORY - 19940515 GOOD NOS AL7876 HISTORY - 19990122 GOOD KEISCH AL7876 HISTORY - 19990405 GOOD LEICA AL7876 HISTORY - 20010312 GOOD FL-057 AL7876 HISTORY - 20040112 GOOD FL-105 AL7876 HISTORY - 20050727 GOOD JCLS AL7876 AL7876 STATION DESCRIPTION AL7876 AL7876'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989 AL7876'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) EAST OF ZEPHYRHILLS, AT AL7876'THE ZEPHYRHILLS MUNICIPAL AIRPORT, BETWEEN RUNWAY 04-22 AND PARALLEL AL7876'TAXIWAY, NORTHEAST OF A NORTHWEST-SOUTHEAST TAXIWAY (OLD RUNWAY). AL7876'OWNERSHIP--CITY OF ZEPHYRHILLS, 5335 8TH ST, ZEPHYRHILLS FL 34248, AL7876'ROBERT COLLINS - AIRPORT MANAGER, 39450 SOUTH AVE, BOX 2, ZEPHYRHILLS AL7876'FL 34248, PHONE 813-788-4902. NOTE--PERMISSION MUST BE OBTAINED AL7876'BEFORE ENTERING AIRPORT. AL7876'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301 AND SOUTH AL7876'AVENUE IN ZEPHYRHILLS, GO EAST FOR 1.1 KM (0.70 MI) ON SOUTH AVENUE TO AL7876'A RAILROAD CROSSING. CONTINUE AHEAD AND GO EAST FOR 0.48 KM AL7876'(0.30 MI) ON SOUTH AVENUE TO A SLIGHT CURVE NORTH AND A LOCKED GATE AL7876'STRAIGHT AHEAD. PASS THROUGH GATE, TURN RIGHT AND GO SOUTHEAST FOR AL7876'0.32 KM (0.20 MI) ON A TAXIWAY TO A TAXIWAY ON LEFT. TURN LEFT AND GO AL7876'NORTHEAST FOR 0.16 KM (0.10 MI) ON THE TAXIWAY TO THE STATION ON AL7876'RIGHT. AL7876'THE STATION IS RECESSED 10 CM BELOW GROUND. LOCATED 13.3 M (43.6 FT) AL7876'SOUTHEAST FROM THE APPROXIMATE CENTER OF THE TAXIWAY AND 5.6 M AL7876'(18.4 FT) SOUTHEAST FROM THE SOUTHEAST EDGE OF TAXIWAY PAVEMENT. AL7876'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP. AL7876'DESCRIBED BY S.E. RANDALL. AL7876 AL7876 STATION RECOVERY (1990) AL7876 AL7876'RECOVERY NOTE BY KEITH AND SCHNARS - LAKELAND 1990 AL7876'RECOVERED IN GOOD CONDITION. AL7876 AL7876 STATION RECOVERY (1991) AL7876 AL7876'RECOVERY NOTE BY GEOBASE CONTROL INCORPORATED 1991 AL7876'THE STATION IS LOCATED 1 MI (1.61 KM) EAST OF ZEPHYRHILLS, AT THE AL7876'ZEPHYRHILLS MUNICIPAL AIRPORT, BETWEEN RUNWAY 04-22 AND A PARALLEL AL7876'TAXIWAY. AL7876'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 54 AND U.S. AL7876'HIGHWAY 301 IN ZEPHYRHILLS, GO SOUTH ON U.S. HIGHWAY 301, 0.25 MI AL7876'(0.40 KM) TO SOUTH AVENUE ON THE LEFT, TURN LEFT AND GO EAST ON SOUTH AL7876'AVENUE, 0.7 MI (1.13 KM) TO A RAILROAD CROSSING, CONTINUE EAST ON AL7876'SOUTH AVENUE, 0.3 MI (0.48 KM) TO A LOCKED GATE, GO THROUGH THE GATE, AL7876'TURN RIGHT AND GO SOUTHEAST ON A TAXIWAY, 0.2 MI (0.32 KM) TO A AL7876'TAXIWAY ON THE LEFT, TURN LEFT AND GO NORTHEAST ON THE A TAXIWAY, 0.1 AL7876'MI (0.16 KM) TO THE STATION ON THE RIGHT. AL7876'THE STATION IS A STAINLESS STEEL ROD WITH AN N.G.S. LOGO CAP STAMPED AL7876'---ZEPHYRPORT 1989--- THAT IS FLUSH WITH THE GROUND AND STATION IS AL7876'RECESSED 4-INCHES BELOW THE GROUND. IT 45.8 FT (13.96 M) AL7876'SOUTH-SOUTHEAST OF THE CENTER OF A TAXI-WAY, 45.0 FT (13.72 M) AL7876'SOUTHEAST OF TAXI-WAY LIGHT NUMBER 97, 11.0 FT (3.35 M) SOUTHWEST OF AL7876'TAXI-WAY LIGHT NUMBER 98 AND 1.0 FT (0.30 M) NORTHEAST OF A CARSONITE AL7876'WITNESS POST. AL7876 AL7876 STATION RECOVERY (1991) AL7876 AL7876'RECOVERY NOTE BY HEIDT AND ASSOCIATES INCORPORATED 1991 AL7876'RECOVERED IN GOOD CONDITION. AL7876 AL7876 STATION RECOVERY (1991) AL7876 AL7876'RECOVERY NOTE BY KEITH AND SCHNARS - LAKELAND 1991 AL7876'RECOVERED IN GOOD CONDITION. AL7876 AL7876 STATION RECOVERY (1992) AL7876 AL7876'RECOVERY NOTE BY GENSIS GROUP INCORPORATED SE 1992 AL7876'RECOVERED IN GOOD CONDITION. AL7876 AL7876 STATION RECOVERY (1994) AL7876 AL7876'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RWD) AL7876'RECOVERED AS DESCRIBED. AL7876 AL7876 STATION RECOVERY (1999) AL7876 AL7876'RECOVERY NOTE BY KEITH AND SCHNARS - LAKELAND 1999 (RTS) AL7876'RECOVERED AS DESCRIBED. AL7876 AL7876 STATION RECOVERY (1999) AL7876 AL7876'RECOVERY NOTE BY LEICA INCORPORATED 1999 AL7876'RECOVERED AS DESCRIBED. AL7876 AL7876 STATION RECOVERY (2001) AL7876 AL7876'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 2001 (RJA) AL7876'THE STATION IS LOCATED IN PASCO COUNTY, FLORIDA, ABOUT 27.0 MILES AL7876'NORTHEAST OF THE CITY OF TAMPA AND 1.0 MI. EAST OF THE CITY OF AL7876'ZEPHYRHILLS. IN SECTION 13 TOWNSHIP 26 SOUTH, RANGE 21 EAST. AL7876'OWNERSHIP---CITY OF ZEPHYRHILLS THE STATION IS A STEEL ROD. DRIVEN TO AL7876'REFUSAL. TO REACH THE STATION FROM THE INTERSECTION OF S.R. 54 AND AL7876'U.S. HWY. 301, PROCEED SOUTH ON U.S. HWY. 301 FOR 0.25 MILES, TURN AL7876'LEFT (EAST) ON SOUTH AVE. AND GO 1.0 MILES TO AN ASPHALT DRIVE (NEXT AL7876'TO ASPHALT DRIVE TO OFFICE), TURN RIGHT AND GO 0.25 MILES THROUGH AL7876'GATE TO TAXIWAY, TURN LEFT AND GO .05 MILES TO THE STATION ON THE AL7876'SOUTHEAST SIDE OF THE TAXIWAY. AL7876' AL7876'1.0 FT NORTHWEST OF A CARSONITE WITNESS POST. 18.7 FT SOUTHEAST OF A AL7876'NAIL AND HILLS COUNTY DISK IN THE SOUTHEAST EDGE OF PAVEMENT OF AL7876'TAXIWAY. AL7876 AL7876 STATION RECOVERY (2004) AL7876 AL7876'RECOVERY NOTE BY POLK COUNTY FLORIDA 2004 (RWY) AL7876'RECOVERED AS DESCRIBED,BY POLK COUNTY PROPERTY APPRAISER GIS AL7876'DEPARTMENT.(NEW AIRPORT MANAGER IS JIM WERME (813)780-0030) AL7876 AL7876 STATION RECOVERY (2005) AL7876 AL7876'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005 AL7876'RECOVERED IN GOOD CONDITION.