1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 PE0286 *********************************************************************** PE0286 TIDAL BM - This is a Tidal Bench Mark. PE0286 DESIGNATION - 841 3320 TIDAL 6 PE0286 PID - PE0286 PE0286 STATE/COUNTY- ME/HANCOCK PE0286 USGS QUAD - BAR HARBOR (1982) PE0286 PE0286 *CURRENT SURVEY CONTROL PE0286 ___________________________________________________________________ PE0286* NAD 83(1986)- 44 23 29. (N) 068 12 15. (W) SCALED PE0286* NAVD 88 - 3.504 (meters) 11.50 (feet) ADJUSTED PE0286 ___________________________________________________________________ PE0286 GEOID HEIGHT- -23.96 (meters) GEOID03 PE0286 DYNAMIC HT - 3.504 (meters) 11.50 (feet) COMP PE0286 MODELED GRAV- 980,573.8 (mgal) NAVD 88 PE0286 PE0286 VERT ORDER - SECOND CLASS I PE0286 PE0286.The horizontal coordinates were scaled from a topographic map and have PE0286.an estimated accuracy of +/- 6 seconds. PE0286 PE0286.The orthometric height was determined by differential leveling PE0286.and adjusted by the National Geodetic Survey in July 2002. PE0286.No vertical observational check was made to the station. PE0286.WARNING-Repeat measurements at this control monument indicate possible PE0286.vertical movement. PE0286 PE0286.This Tidal Bench Mark is designated as VM 172 PE0286.by the Center for Operational Oceanographic Products and Services. PE0286 PE0286.The geoid height was determined by GEOID03. PE0286 PE0286.The dynamic height is computed by dividing the NAVD 88 PE0286.geopotential number by the normal gravity value computed on the PE0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 PE0286.degrees latitude (g = 980.6199 gals.). PE0286 PE0286.The modeled gravity was interpolated from observed gravity values. PE0286 PE0286; North East Units Estimated Accuracy PE0286;SPC ME E - 80,560. 323,570. MT (+/- 180 meters Scaled) PE0286 PE0286 SUPERSEDED SURVEY CONTROL PE0286 PE0286 NAVD 88 (06/15/91) 3.526 (m) 11.57 (f) UNKNOWN 2 0 PE0286 NGVD 29 (??/??/92) 3.718 (m) 12.20 (f) ADJ UNCH 2 0 PE0286 PE0286.Superseded values are not recommended for survey control. PE0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. PE0286.See file dsdata.txt to determine how the superseded data were derived. PE0286 PE0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK633156(NAD 83) PE0286_MARKER: DJ = TIDAL STATION DISK PE0286_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE PE0286_SP_SET: SEAWALL PE0286_STAMPING: NO 6 1911 PE0286_MARK LOGO: CGS PE0286_MAGNETIC: N = NO MAGNETIC MATERIAL PE0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO PE0286+STABILITY: SURFACE MOTION PE0286_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR PE0286+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2000 PE0286 PE0286 HISTORY - Date Condition Report By PE0286 HISTORY - 1911 MONUMENTED CGS PE0286 HISTORY - 1962 GOOD NGS PE0286 HISTORY - 20001019 GOOD NGS PE0286 HISTORY - 20050401 MARK NOT FOUND PATRIO PE0286 PE0286 STATION DESCRIPTION PE0286 PE0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962 PE0286'AT BAR HARBOR. PE0286'SET VERTICALLY IN A DRILL HOLE IN THE FACE OF THE SEAWALL AT PE0286'THE PUBLIC BATHING BEACH JUST SOUTHEAST OF MUNICIPAL PIER. 193.5 PE0286'FEET SOUTHEAST OF JUNCTION OF THE WEST END OF SEAWALL AND THE PE0286'TOP OF RAMP LEADING TO BEACH FROM MUNICIPAL PIER AND 4.5 FEET PE0286'BELOW THE TOP OF THE SEAWALL. PE0286 PE0286 STATION RECOVERY (2000) PE0286 PE0286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (GAS) PE0286'0.2 KM (0.10 MI) EASTERLY ALONG COTTAGE STREET FROM THE POST OFFICE IN PE0286'BAR HARBOR, THENCE 1.5 KM (0.95 MI) NORTHERLY ALONG MAIN STREET, PE0286'THENCE 0.05 KM (0.05 MI) EASTERLY ALONG WEST STREET, THENCE 0.1 KM PE0286'(0.05 MI) SOUTHERLY ALONG A PAVED ROAD, SET VERTICALLY IN THE PE0286'NORTHEAST FACE OF A STONE SEAWALL, 25.5 M (83.7 FT) EAST OF THE ROAD PE0286'CENTER, 17.0 M (55.8 FT) NORTHEAST OF THE CENTER OF A BASE FOR 2 PE0286'CANNONS IN A PARK, 12.6 M (41.3 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF PE0286'THE TOP STEP OF STAIRS LEADING TO A BEACH, AND 1.4 M (4.6 FT) BELOW PE0286'THE TOP OF THE SEAWALL. NOTE--THE MARK IS ON PROPERTY OWNED BY THE PE0286'CITY OF BAR HARBOR, 93 COTTAGE STREET, BAR HARBOR, ME 04609, TELEPHONE PE0286'207-288-3320. PE0286 PE0286 STATION RECOVERY (2005) PE0286 PE0286'RECOVERY NOTE BY PATRIOT LAND SURVEYORS 2005 (JBC) PE0286'DESTROYED BY REPLACEMENT OF THE SEAWALL DURING CURRENT RE-CONSTRUCTION PE0286'OF AGAMONT PARK. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 PE1709 *********************************************************************** PE1709 DESIGNATION - ALDER PE1709 PID - PE1709 PE1709 STATE/COUNTY- ME/HANCOCK PE1709 USGS QUAD - SULLIVAN (1982) PE1709 PE1709 *CURRENT SURVEY CONTROL PE1709 ___________________________________________________________________ PE1709* NAD 83(1996)- 44 36 51.15732(N) 068 13 45.64858(W) ADJUSTED PE1709* NAVD 88 - 62. (meters) 203. (feet) SCALED PE1709 ___________________________________________________________________ PE1709 LAPLACE CORR- 3.86 (seconds) DEFLEC99 PE1709 GEOID HEIGHT- -24.34 (meters) GEOID03 PE1709 PE1709 HORZ ORDER - THIRD PE1709 PE1709.The horizontal coordinates were established by classical geodetic methods PE1709.and adjusted by the National Geodetic Survey in March 1998. PE1709 PE1709.The orthometric height was scaled from a topographic map. PE1709 PE1709.The Laplace correction was computed from DEFLEC99 derived deflections. PE1709 PE1709.The geoid height was determined by GEOID03. PE1709 PE1709; North East Units Scale Factor Converg. PE1709;SPC ME E - 105,311.409 321,480.718 MT 0.99990567 +0 11 24.3 PE1709;UTM 19 - 4,940,384.334 561,145.499 MT 0.99964598 +0 32 28.6 PE1709 PE1709! - Elev Factor x Scale Factor = Combined Factor PE1709!SPC ME E - 0.99999413 x 0.99990567 = 0.99989980 PE1709!UTM 19 - 0.99999413 x 0.99964598 = 0.99964011 PE1709 PE1709 SUPERSEDED SURVEY CONTROL PE1709 PE1709 NAD 83(1992)- 44 36 51.15693(N) 068 13 45.65224(W) AD( ) 3 PE1709 NAD 83(1986)- 44 36 51.15554(N) 068 13 45.65701(W) AD( ) 3 PE1709 NAD 27 - 44 36 50.87900(N) 068 13 47.62000(W) AD( ) 3 PE1709 PE1709.Superseded values are not recommended for survey control. PE1709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. PE1709.See file dsdata.txt to determine how the superseded data were derived. PE1709 PE1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK6114540384(NAD 83) PE1709_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR PE1709+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2004 PE1709 PE1709 HISTORY - Date Condition Report By PE1709 HISTORY - 1945 MONUMENTED CGS PE1709 HISTORY - 1978 GOOD NGS PE1709 HISTORY - 20041103 GOOD PATRIO PE1709 PE1709 STATION DESCRIPTION PE1709 PE1709'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (FLP) PE1709'TO REACH STATION ALDER FROM FRANKLIN GO NORTHEAST 0.9 MILES ON PE1709'ROUTE 182 TO A CEMETERY. PE1709' PE1709'TURN LEFT AT CEMETERY AND GO NORTHWEST ON ROAD LEADING TO PE1709'GEORGES POND 1.8 MILES TO A TRAIL LEADING EAST. FOLLOW TRAIL PE1709'APPROXIMATELY 300 METERS TO STATION. PE1709 PE1709 STATION RECOVERY (1978) PE1709 PE1709'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN) PE1709'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED IN GOOD PE1709'CONDITION. THE DISK FOR REFERENCE MARK 1 HAD BEEN REMOVED FROM THE PE1709'DRILL HOLE. REFERENCE MARK 3 WAS SET IN THE SAME DRILL HOLE. THE PE1709'DISTANCE AND DIRECTION CHECKED THE 1945 WORK. A NEW DESCRIPTION PE1709'FOLLOWS. PE1709' PE1709'THE STATION IS LOCATED ABOUT 2.5 MILES NORTHEAST OF FRANKLIN. IT IS PE1709'IN A CLEARED FIELD THAT IS ALSO A BLUEBERRY PATCH. PE1709' PE1709'TO REACH THE STATION FROM THE POST OFFICE IN FRANKLIN, GO NORTHEAST PE1709'ON STATE HIGHWAY 182 FOR 0.9 MILE TO A SIDE ROAD LEFT AT THE EAST SIDE PE1709'OF A CEMETERY. TURN LEFT AND GO NORTH ON A PAVED ROAD FOR 1.85 MILES PE1709'TO POWERLINE POLE NUMBER 34 ON THE RIGHT AND THE END OF TRUCK PE1709'TRAVEL. PACK EAST ACROSS BLUEBERRY FIELD FOR ABOUT 180 PACES TO THE PE1709'HIGHEST PART OF FIELD AND THE STATION. PE1709' PE1709'THE STATION MARK STAMPED---ALDER 1945---IS A STANDARD DISK CEMENTED PE1709'IN A DRILL HOLE IN A 6 BY 6 FOOT BOULDER THAT PROJECTS 2.5 FEET. IT PE1709'IS 230 FEET EAST OF A 24-INCH PINE TREE. PE1709' PE1709'REFERENCE MARK 2 STAMPED---ALDER NO 2 1945---IS A STANDARD DISK PE1709'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 3 FEET ON THE PE1709'WEST END. PE1709' PE1709'REFERENCE MARK 3 STAMPED---ALDER 1945 NO 3 1978---IS A STANDARD DISK PE1709'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 2 FEET. IT IS PE1709'194 FEET EAST OF THE 24-INCH PINE TREE. PE1709' PE1709'NO SUITABLE LOCATION FOR A AZIMUTH MARK. PE1709 PE1709 STATION RECOVERY (2004) PE1709 PE1709'RECOVERY NOTE BY PATRIOT LAND SURVEYORS 2004 (JBC) PE1709'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 PE1746 *********************************************************************** PE1746 DESIGNATION - ELLSWORTH PE1746 PID - PE1746 PE1746 STATE/COUNTY- ME/HANCOCK PE1746 USGS QUAD - ELLSWORTH (1981) PE1746 PE1746 *CURRENT SURVEY CONTROL PE1746 ___________________________________________________________________ PE1746* NAD 83(1996)- 44 32 21.82593(N) 068 26 34.62718(W) ADJUSTED PE1746* NAVD 88 - 62.4 (meters) 205. (feet) VERTCON PE1746 ___________________________________________________________________ PE1746 LAPLACE CORR- 6.19 (seconds) DEFLEC99 PE1746 GEOID HEIGHT- -24.59 (meters) GEOID03 PE1746 PE1746 HORZ ORDER - SECOND PE1746 PE1746.The horizontal coordinates were established by classical geodetic methods PE1746.and adjusted by the National Geodetic Survey in March 1998. PE1746 PE1746.The NAVD 88 height was computed by applying the VERTCON shift value to PE1746.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) PE1746 PE1746.The Laplace correction was computed from DEFLEC99 derived deflections. PE1746 PE1746.The geoid height was determined by GEOID03. PE1746 PE1746; North East Units Scale Factor Converg. PE1746;SPC ME E - 96,964.565 304,533.493 MT 0.99990025 +0 02 24.0 PE1746;UTM 19 - 4,931,936.109 544,254.245 MT 0.99962408 +0 23 26.6 PE1746 PE1746! - Elev Factor x Scale Factor = Combined Factor PE1746!SPC ME E - 0.99999407 x 0.99990025 = 0.99989432 PE1746!UTM 19 - 0.99999407 x 0.99962408 = 0.99961815 PE1746 PE1746: Primary Azimuth Mark Grid Az PE1746:SPC ME E - ELLSWORTH AZ MK 263 27 57.8 PE1746:UTM 19 - ELLSWORTH AZ MK 263 06 55.2 PE1746 PE1746|---------------------------------------------------------------------| PE1746| PID Reference Object Distance Geod. Az | PE1746| dddmmss.s | PE1746| PE1747 ELLSWORTH STANDPIPE APPROX. 2.2 KM 0381927.7 | PE1746| PE1721 MARTINS RIDGE ATT RELAY TWR APPROX.24.4 KM 0615620.3 | PE1746| PE1737 MOTEL 1956 29.596 METERS 09239 | PE1746| PE1745 ELLSWORTH ST HWY COMM RAD MAST APPROX. 3.0 KM 1053906.1 | PE1746| CE7928 ELLSWORTH RM 1 20.565 METERS 24914 | PE1746| CE7927 ELLSWORTH AZ MK 2633021.8 | PE1746|---------------------------------------------------------------------| PE1746 PE1746 SUPERSEDED SURVEY CONTROL PE1746 PE1746 NAD 83(1992)- 44 32 21.80768(N) 068 26 34.61282(W) AD( ) 2 PE1746 NAD 83(1986)- 44 32 21.80653(N) 068 26 34.61531(W) AD( ) 2 PE1746 NAD 27 - 44 32 21.51435(N) 068 26 36.56872(W) AD( ) 2 PE1746 NGVD 29 (07/19/86) 62.6 (m) 205. (f) VERT ANG PE1746 PE1746.Superseded values are not recommended for survey control. PE1746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. PE1746.See file dsdata.txt to determine how the superseded data were derived. PE1746 PE1746_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK4425431936(NAD 83) PE1746_MARKER: DS = TRIANGULATION STATION DISK PE1746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT PE1746_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR PE1746+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2004 PE1746 PE1746 HISTORY - Date Condition Report By PE1746 HISTORY - 1960 MONUMENTED CGS PE1746 HISTORY - 20041208 GOOD PATRIO PE1746 PE1746 STATION DESCRIPTION PE1746 PE1746'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HRL) PE1746'STATION IS LOCATED 1.0 MILE SOUTHWEST OF THE POST OFFICE OF PE1746'ELLSWORTH, IN SMALL OPEN FIELD AT THE NORTH SIDE OF U.S. HIGHWAY PE1746'NO. 1. IT IS 69.7 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY PE1746'NO. 1, 84.8 FEET WEST OF APPROXIMATE CENTER OF DRIVEWAY AND 109 PE1746'FEET NORTHWEST OF POWERLINE POLE NO. 68 27. STATION IS MARKED BY PE1746'A STANDARD TRIANGULATION DISK SET IN A 12X12 INCH CONCRETE PE1746'MONUMENT THAT IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED PE1746'ELLSWORTH 1960. PE1746' PE1746'TO REACH FROM THE POST OFFICE IN ELLSWORTH, GO SOUTHWEST ON PE1746'U.S. HIGHWAY NO. 1 FOR 1.0 MILE TO STATION ON THE RIGHT (NORTH PE1746'SIDE OF ROAD). CONTINUE 0.15 MILE TO AZIMUTH MARK ON THE LEFT PE1746'(SOUTH SIDE OF ROAD). PE1746' PE1746'MOTEL 1956 IS A TRAVERSE STATION AND IS MARKED BY A STANDARD PE1746'TRAVERSE DISK SET IN DRILLHOLE IN ROCK THAT IS FLUSH AND THE PE1746'DISK IS STAMPED MOTEL 1956. IT IS 12.2 FEET EAST OF CENTER OF PE1746'DRIVEWAY, 67.6 FEET NORTH OF CENTERLINE OF U.S. HIGHWAY NO. 1, PE1746'3.4 FEET SOUTHWEST OF A SMALL SPRUCE TREE AND 20.5 FEET NORTHWEST PE1746'OF A 3 INCH BIRCH TREE. PE1746' PE1746'A TRAVERSE CONNECTION WAS MADE FROM TRAVERSE STATION MOTEL 1956 PE1746'TO TRIANGULATION STATION ELLSWORTH AND THE DISTANCE IS 97.10 PE1746'FEET OR 29.596 METERS. PE1746' PE1746'REFERENCE MARK NO. 1 IS MARKED BY A STANDARD DISK SET IN A 12X12 PE1746'INCH CONCRETE MONUMENT THAT PROJECTS 8 INCHES ABOVE THE SURFACE OF PE1746'THE GROUND AND THE DISK IS STAMPED ELLSWORTH NO 1 1960. IT IS PE1746'43.8 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY NO. 1, 30.5 PE1746'FEET EAST OF 6 INCH MAPLE TREE, 67.2 FEET NORTHWEST OF SPEED PE1746'LIMIT SIGN AND 59.2 FEET NORTHEAST OF POWERLINE POLE NO. 68 28. PE1746' PE1746'AZIMUTH MARK IS MARKED BY A STANDARD DISK CEMENTED FLUSH IN A PE1746'BOULDER THAT PROJECTS 24 INCHES ABOVE THE SURFACE OF THE GROUND PE1746'AND THE DISK IS STAMPED ELLSWORTH 1960. IT IS 66.6 FEET SOUTH OF PE1746'THE CENTERLINE OF U.S. HIGHWAY NO. 1, 46.3 FEET WEST OF THE PE1746'SOUTH END OF SIGN BOARD (BROOKSIDE RESTAURANT AND MOTEL). IT IS PE1746'26.8 FEET EAST OF CENTERLINE OF WOODS ROAD AND 4.8 FEET PE1746'NORTHEAST OF STEEL WITNESS POST WITH SIGN. PE1746' PE1746'HEIGHT OF LIGHT ABOVE STATION MARK 26.08 METERS. PE1746 PE1746 STATION RECOVERY (2004) PE1746 PE1746'RECOVERY NOTE BY PATRIOT LAND SURVEYORS 2004 (JBC) PE1746'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 PE1889 *********************************************************************** PE1889 DESIGNATION - IRESON PE1889 PID - PE1889 PE1889 STATE/COUNTY- ME/HANCOCK PE1889 USGS QUAD - SALSBURY COVE (1981) PE1889 PE1889 *CURRENT SURVEY CONTROL PE1889 ___________________________________________________________________ PE1889* NAD 83(1996)- 44 25 55.48916(N) 068 15 48.00975(W) ADJUSTED PE1889* NAVD 88 - 70. (meters) 230. (feet) SCALED PE1889 ___________________________________________________________________ PE1889 LAPLACE CORR- 4.53 (seconds) DEFLEC99 PE1889 GEOID HEIGHT- -24.10 (meters) GEOID03 PE1889 PE1889 HORZ ORDER - SECOND PE1889 PE1889.The horizontal coordinates were established by classical geodetic methods PE1889.and adjusted by the National Geodetic Survey in March 1998. PE1889 PE1889.The orthometric height was scaled from a topographic map. PE1889 PE1889.The Laplace correction was computed from DEFLEC99 derived deflections. PE1889 PE1889.The geoid height was determined by GEOID03. PE1889 PE1889; North East Units Scale Factor Converg. PE1889;SPC ME E - 85,066.303 318,841.735 MT 0.99990436 +0 09 56.4 PE1889;UTM 19 - 4,920,128.745 558,631.108 MT 0.99964227 +0 30 56.6 PE1889 PE1889! - Elev Factor x Scale Factor = Combined Factor PE1889!SPC ME E - 0.99999283 x 0.99990436 = 0.99989719 PE1889!UTM 19 - 0.99999283 x 0.99964227 = 0.99963511 PE1889 PE1889: Primary Azimuth Mark Grid Az PE1889:SPC ME E - TRENTON POINT RESET 319 05 37.9 PE1889:UTM 19 - TRENTON POINT RESET 318 44 37.7 PE1889 PE1889|---------------------------------------------------------------------| PE1889| PID Reference Object Distance Geod. Az | PE1889| dddmmss.s | PE1889| PE1729 HANCOCK UNION CHURCH SPIRE APPROX.11.0 KM 0012652.9 | PE1889| PE1805 HANCOCK PT STEEL TWR WINDMILL APPROX. 4.6 KM 0290747.7 | PE1889| PE1757 SOUTH GOULDSBORO CHURCH SPIRE APPROX.12.3 KM 0904448.8 | PE1889| CE8035 IRESON RM 1 18.414 METERS 21050 | PE1889| PE1939 WEST TRENTON UNION CHURCH APPROX.10.9 KM 2730234.0 | PE1889| PE1874 HADLEYS PT PEAK ROOF YEL CUP APPROX. 3.6 KM 2772702.0 | PE1889| PE1868 TRENTON MOUTH OF JORDAN R CH APPROX. 8.6 KM 2850411.7 | PE1889| CE8036 IRESON RM 2 14.260 METERS 29137 | PE1889| PE1872 LAMOINE BEACH BLACK STANDPIPE APPROX. 3.6 KM 3092340.8 | PE1889| PE1867 EAST LAMOINE GRAY CHURCH SPIRE APPROX. 6.0 KM 3104348.0 | PE1889| PE1875 TRENTON PT SCHOOLHOUSE CUPOLA APPROX. 4.6 KM 3121441.3 | PE1889| PE1876 TRENTON POINT RESET APPROX. 5.1 KM 3191534.3 | PE1889| PE1881 MARLBORO OLD POINT BARN CUPOLA APPROX. 4.9 KM 3523949.3 | PE1889|---------------------------------------------------------------------| PE1889 PE1889 SUPERSEDED SURVEY CONTROL PE1889 PE1889 NAD 83(1992)- 44 25 55.48477(N) 068 15 48.00954(W) AD( ) 2 PE1889 NAD 83(1986)- 44 25 55.48355(N) 068 15 48.01368(W) AD( ) 2 PE1889 NAD 27 - 44 25 55.20200(N) 068 15 49.96200(W) AD( ) 2 PE1889 PE1889.Superseded values are not recommended for survey control. PE1889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. PE1889.See file dsdata.txt to determine how the superseded data were derived. PE1889 PE1889_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK5863120129(NAD 83) PE1889_MARKER: Z = SEE DESCRIPTION PE1889_SETTING: 0 = UNSPECIFIED SETTING PE1889_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR PE1889+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2005 PE1889 PE1889 HISTORY - Date Condition Report By PE1889 HISTORY - 1934 MONUMENTED CGS PE1889 HISTORY - 1944 SEE DESCRIPTION CGS PE1889 HISTORY - 1988 GOOD USPSQD PE1889 HISTORY - 20050401 GOOD PATRIO PE1889 PE1889 STATION DESCRIPTION PE1889 PE1889'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (KGC) PE1889'THE STATION IS ON THE N SIDE OF MOUNT DESERT ISLAND, 3-1/2 PE1889'MILES NW OF BAR HARBOR AND 9-1/2 MILES SE OF ELLSWORTH. HANIBAL PE1889'HAMILIN AND O.W. TAPLEY OF ELSWORTH OWN THE LAND. PE1889' PE1889'THE STATION MARK IS ON THE SUMMIT OR 70 FEET SW OF PROBABLE PE1889'SUMMIT. IT IS 12 FEET W OF CENTER LINE OF WOOD ROAD AND 40 PE1889'FEET W OF W GUTTER OF A CRUSHED STONE ROAD NOW GROWN OVER BY PE1889'WHITE BIRCHES, BOTH ROADS BEING PARALLEL IN A N AND S DIRECTION PE1889'AT THIS POINT. PE1889' PE1889'THE STATION AND REFERENCE MARK NO. 2 ARE STANDARD BRONZE DISKS PE1889'SET IN CONCRETE. PE1889' PE1889'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK WEDGED IN A PE1889'DRILL HOLE IN OUTCROPPING BEDROCK. IT IS A ROUGH LEDGE ABOUT PE1889'55 FEET W OF CENTER LINE OF WOODS ROAD AND 32 FEET NE OF A PE1889'4-FOOT SHARP RIDGED ROCK WHICH EXTENDS ABOUT 1-1/2 FEET OUT OF PE1889'THE GROUND, AND IS 60.41 FEET SSW OF STATION. PE1889' PE1889'REFERENCE MARK NO. 2 IS ABOUT 38 FEET W OF CENTER LINE OF PE1889'WOODS ROAD AND 20 FEET SSE OF 3-FOOT SQUARE ROCK WHICH EXTENDS PE1889'ABOUT 1-1/2 FEET OUT OF THE GROUND. IT IS 46.79 FEET WNW OF PE1889'STATION. PE1889' PE1889'TO REACH FROM JUNCTION OF HIGHWAYS 3 AND 198, GO E ON HIGHWAY PE1889'3 ABOUT 5-1/2 MILES TO THE TOP OF A HILL AND TAKE WOODS ROAD PE1889'LEFT JUST BEYOND SUMMIT. FOLLOW 0.1 MILE TO FORK, TAKE LEFT PE1889'0.1 MILE TO STATION. PE1889' PE1889'A 60-FOOT SIGNAL WAS USED. PE1889 PE1889 STATION RECOVERY (1944) PE1889 PE1889'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FLP) PE1889'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED BY K.G.C. IN PE1889'1934, EXCEPT THAT THE CRUSHED STONE ROAD MENTIONED IN THE PE1889'DESCRIPTION AS BEING GROWN OVER WITH BIRCH TREES, IS NOW BEING PE1889'TRAVELED. DISTANCES TO REFERENCE MARKS WERE CHECKED. PE1889 PE1889 STATION RECOVERY (1988) PE1889 PE1889'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELG) PE1889'RECOVERED IN GOOD CONDITION. PE1889 PE1889 STATION RECOVERY (2005) PE1889 PE1889'RECOVERY NOTE BY PATRIOT LAND SURVEYORS 2005 (JBC) PE1889'NOW WEST OF AN A-FRAME BUILDING IN USE AS A WELL HOUSE FOR A PE1889'CAMPGROUND. MARK IS 15.3' SOUTHWESTERLY FROM NORTHWEST CORNER OF WELL PE1889'HOUSE AND 2.7' NORTHWESTERLY FROM SOUTHWEST CORNER OF WELL HOUSE. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 PE0281 *********************************************************************** PE0281 TIDAL BM - This is a Tidal Bench Mark. PE0281 DESIGNATION - K 22 PE0281 PID - PE0281 PE0281 STATE/COUNTY- ME/HANCOCK PE0281 USGS QUAD - BAR HARBOR (1982) PE0281 PE0281 *CURRENT SURVEY CONTROL PE0281 ___________________________________________________________________ PE0281* NAD 83(1986)- 44 23 19. (N) 068 12 17. (W) SCALED PE0281* NAVD 88 - 16.305 (meters) 53.49 (feet) ADJUSTED PE0281 ___________________________________________________________________ PE0281 GEOID HEIGHT- -23.95 (meters) GEOID03 PE0281 DYNAMIC HT - 16.305 (meters) 53.49 (feet) COMP PE0281 MODELED GRAV- 980,572.6 (mgal) NAVD 88 PE0281 PE0281 VERT ORDER - SECOND CLASS 0 PE0281 PE0281.The horizontal coordinates were scaled from a topographic map and have PE0281.an estimated accuracy of +/- 6 seconds. PE0281 PE0281.The orthometric height was determined by differential leveling PE0281.and adjusted by the National Geodetic Survey in June 1991. PE0281 PE0281.This Tidal Bench Mark is designated as VM 163 PE0281.by the Center for Operational Oceanographic Products and Services. PE0281 PE0281.The geoid height was determined by GEOID03. PE0281 PE0281.The dynamic height is computed by dividing the NAVD 88 PE0281.geopotential number by the normal gravity value computed on the PE0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 PE0281.degrees latitude (g = 980.6199 gals.). PE0281 PE0281.The modeled gravity was interpolated from observed gravity values. PE0281 PE0281; North East Units Estimated Accuracy PE0281;SPC ME E - 80,250. 323,530. MT (+/- 180 meters Scaled) PE0281 PE0281 SUPERSEDED SURVEY CONTROL PE0281 PE0281 NGVD 29 (??/??/92) 16.497 (m) 54.12 (f) ADJ UNCH 2 0 PE0281 PE0281.Superseded values are not recommended for survey control. PE0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. PE0281.See file dsdata.txt to determine how the superseded data were derived. PE0281 PE0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK633153(NAD 83) PE0281_MARKER: DB = BENCH MARK DISK PE0281_SETTING: 36 = SET IN A MASSIVE STRUCTURE PE0281_SP_SET: FOUNDATION PE0281_STAMPING: K 22 1934 54 PE0281_MARK LOGO: USGS PE0281_MAGNETIC: N = NO MAGNETIC MATERIAL PE0281_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL PE0281_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR PE0281+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2005 PE0281 PE0281 HISTORY - Date Condition Report By PE0281 HISTORY - 1934 MONUMENTED USGS PE0281 HISTORY - 1962 GOOD CGS PE0281 HISTORY - 1989 GOOD USPSQD PE0281 HISTORY - 20001019 GOOD NGS PE0281 HISTORY - 20050509 GOOD GEOCAC PE0281 PE0281 STATION DESCRIPTION PE0281 PE0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 PE0281'AT BAR HARBOR. PE0281'SET IN A DRILL HOLE IN THE TOP OF THE GRANITE FOUNDATION OF THE PE0281'POST OFFICE BUILDING, 6.5 FEET WEST OF THE SOUTHEAST CORNER OF PE0281'THE BUILDING, 0.5 FOOT SOUTH OF THE SOUTH FACE OF THE BUILDING PE0281'AND 3.5 FEET ABOVE THE GROUND. PE0281 PE0281 STATION RECOVERY (1989) PE0281 PE0281'RECOVERY NOTE BY US POWER SQUADRON 1989 (ELG) PE0281'RECOVERED IN GOOD CONDITION. PE0281 PE0281 STATION RECOVERY (2000) PE0281 PE0281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (GAS) PE0281'IN BAR HARBOR, IN TOP OF AND 2.0 M (6.6 FT) WEST OF THE SOUTHEAST PE0281'CORNER OF THE GRANITE FOUNDATION WALL OF THE POST OFFICE AT 55 COTTAGE PE0281'STREET, 13.8 M (45.3 FT) NORTH OF THE CENTER OF THE STREET, 9.3 M PE0281'(30.5 FT) EAST OF THE ENTRANCE ON THE SOUTH SIDE OF THE BUILDING, AND PE0281'1.6 M (5.2 FT) ABOVE THE LEVEL OF THE STREET. NOTE--THE MARK IS ON PE0281'PROPERTY OWNED BY THE U.S. GOVERNMENT. PE0281 PE0281 STATION RECOVERY (2005) PE0281 PE0281'RECOVERY NOTE BY GEOCACHING 2005 PE0281'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 PE0018 *********************************************************************** PE0018 DESIGNATION - T 159 PE0018 PID - PE0018 PE0018 STATE/COUNTY- ME/HANCOCK PE0018 USGS QUAD - ELLSWORTH (1981) PE0018 PE0018 *CURRENT SURVEY CONTROL PE0018 ___________________________________________________________________ PE0018* NAD 83(1986)- 44 33 47. (N) 068 26 28. (W) SCALED PE0018* NAVD 88 - 32.939 (meters) 108.07 (feet) ADJUSTED PE0018 ___________________________________________________________________ PE0018 GEOID HEIGHT- -24.61 (meters) GEOID03 PE0018 DYNAMIC HT - 32.937 (meters) 108.06 (feet) COMP PE0018 MODELED GRAV- 980,559.9 (mgal) NAVD 88 PE0018 OBS GRAVITY - 980,559.5 (mgal) GRAV_OBS PE0018 PE0018 VERT ORDER - FIRST CLASS I PE0018 PE0018.The horizontal coordinates were scaled from a topographic map and have PE0018.an estimated accuracy of +/- 6 seconds. PE0018 PE0018.The orthometric height was determined by differential leveling PE0018.and adjusted by the National Geodetic Survey in June 1991. PE0018 PE0018.The geoid height was determined by GEOID03. PE0018 PE0018.The dynamic height is computed by dividing the NAVD 88 PE0018.geopotential number by the normal gravity value computed on the PE0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 PE0018.degrees latitude (g = 980.6199 gals.). PE0018 PE0018.The modeled gravity was interpolated from observed gravity values. PE0018.The observed gravity was obtained from relative gravimeter ties PE0018.to the IGSN71 gravity network. PE0018 PE0018; North East Units Estimated Accuracy PE0018;SPC ME E - 99,590. 304,680. MT (+/- 180 meters Scaled) PE0018 PE0018 SUPERSEDED SURVEY CONTROL PE0018 PE0018 NGVD 29 (??/??/92) 33.126 (m) 108.68 (f) ADJ UNCH 1 1 PE0018 PE0018.Superseded values are not recommended for survey control. PE0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. PE0018.See file dsdata.txt to determine how the superseded data were derived. PE0018 PE0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK443345(NAD 83) PE0018_MARKER: DB = BENCH MARK DISK PE0018_SETTING: 66 = SET IN ROCK OUTCROP PE0018_SP_SET: BEDROCK PE0018_STAMPING: T 159 1966 PE0018_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD PE0018+STABILITY: POSITION/ELEVATION WELL PE0018_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR PE0018+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2004 PE0018 PE0018 HISTORY - Date Condition Report By PE0018 HISTORY - 1966 MONUMENTED CGS PE0018 HISTORY - 1978 GOOD DMA PE0018 HISTORY - 20041103 GOOD PATRIO PE0018 PE0018 STATION DESCRIPTION PE0018 PE0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 PE0018'0.2 MI NW FROM ELLSWORTH FALLS. PE0018'ABOUT 0.25 MILE NORTHWEST ALONG THE MAINE CENTRAL RAILROAD FROM PE0018'THE CROSSING OF STATE HIGHWAY 179 AT ELLSWORTH FALLS, 8 1/2 RAILS PE0018'SOUTHEAST OF RAILROAD BRIDGE (NO. 164-03) OVER UNION RIVER, PE0018'ABOUT 0.15 MILE SOUTHEAST OF MILEPOST P164/C106, 27.0 FEET PE0018'SOUTHWEST OF THE SOUTHWEST RAIL, IN THE TOP OF THE SOUTHEAST END PE0018'OF A LAYER OF BEDROCK ABOUT 35-BY-45-FOOT, 54.0 FEET NORTHEAST PE0018'OF THE CENTER LINE OF U.S. HIGHWAY 1A, 3 FEET NORTHWEST OF THE PE0018'SOUTHEAST END OF THE ROCK, AND ABOUT 4 FEET ABOVE THE LEVEL OF PE0018'THE TRACK. PE0018 PE0018 STATION RECOVERY (1978) PE0018 PE0018'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978 PE0018'RECOVERED IN GOOD CONDITION. PE0018 PE0018 STATION RECOVERY (2004) PE0018 PE0018'RECOVERY NOTE BY PATRIOT LAND SURVEYORS 2004 (JBC) PE0018'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 PE0282 *********************************************************************** PE0282 TIDAL BM - This is a Tidal Bench Mark. PE0282 DESIGNATION - TIDAL 9 STA 11 PE0282 PID - PE0282 PE0282 STATE/COUNTY- ME/HANCOCK PE0282 USGS QUAD - BAR HARBOR (1982) PE0282 PE0282 *CURRENT SURVEY CONTROL PE0282 ___________________________________________________________________ PE0282* NAD 83(1986)- 44 23 28. (N) 068 12 18. (W) SCALED PE0282* NAVD 88 - 12.916 (meters) 42.38 (feet) ADJUSTED PE0282 ___________________________________________________________________ PE0282 GEOID HEIGHT- -23.96 (meters) GEOID03 PE0282 DYNAMIC HT - 12.916 (meters) 42.38 (feet) COMP PE0282 MODELED GRAV- 980,573.5 (mgal) NAVD 88 PE0282 PE0282 VERT ORDER - SECOND CLASS 0 PE0282 PE0282.The horizontal coordinates were scaled from a topographic map and have PE0282.an estimated accuracy of +/- 6 seconds. PE0282 PE0282.The orthometric height was determined by differential leveling PE0282.and adjusted by the National Geodetic Survey in June 1991. PE0282 PE0282.This Tidal Bench Mark is designated as VM 165 PE0282.by the Center for Operational Oceanographic Products and Services. PE0282 PE0282.The geoid height was determined by GEOID03. PE0282 PE0282.The dynamic height is computed by dividing the NAVD 88 PE0282.geopotential number by the normal gravity value computed on the PE0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 PE0282.degrees latitude (g = 980.6199 gals.). PE0282 PE0282.The modeled gravity was interpolated from observed gravity values. PE0282 PE0282; North East Units Estimated Accuracy PE0282;SPC ME E - 80,530. 323,500. MT (+/- 180 meters Scaled) PE0282 PE0282 SUPERSEDED SURVEY CONTROL PE0282 PE0282 NGVD 29 (??/??/92) 13.108 (m) 43.01 (f) ADJ UNCH 2 0 PE0282 PE0282.Superseded values are not recommended for survey control. PE0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. PE0282.See file dsdata.txt to determine how the superseded data were derived. PE0282 PE0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK633156(NAD 83) PE0282_MARKER: DJ = TIDAL STATION DISK PE0282_SETTING: 30 = SET IN A LIGHT STRUCTURE PE0282_SP_SET: WATER FOUNTAIN RIM PE0282_STAMPING: NO 9 1947 PE0282_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY PE0282_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR PE0282+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2004 PE0282 PE0282 HISTORY - Date Condition Report By PE0282 HISTORY - 1947 MONUMENTED CGS PE0282 HISTORY - 1962 GOOD NGS PE0282 HISTORY - 20040616 GOOD USPSQD PE0282 HISTORY - 20050401 MARK NOT FOUND PATRIO PE0282 PE0282 STATION DESCRIPTION PE0282 PE0282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962 PE0282'AT BAR HARBOR. PE0282'AT THE FOOT OF MAIN STREET NEAR MUNICIPAL PIER. SET IN A DRILL HOLE PE0282'AT THE NORTH SIDE OF CIRCULAR RIM OF THE WATER FOUNTAIN IN AGAMONT PE0282'PARK. 105 FEET WEST OF TIDAL 8, 50 FEET NORTH OF THE HARBOR PE0282'VIEW HOTEL, 30 FEET EAST OF THE EAST CURB OF MAIN STREET AND 2 PE0282'FEET ABOVE THE GROUND. PE0282 PE0282 STATION RECOVERY (2004) PE0282 PE0282'RECOVERY NOTE BY US POWER SQUADRON 2004 (KJS) PE0282'RECOVERED IN GOOD CONDITION. PE0282 PE0282 STATION RECOVERY (2005) PE0282 PE0282'RECOVERY NOTE BY PATRIOT LAND SURVEYORS 2005 (JBC) PE0282'DESTROYED BY REMOVAL OF THE FOUNTAIN BASE DURING CURRENT PE0282'RE-CONSTRUCTION OF AGAMONT PARK. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 PE0196 *********************************************************************** PE0196 DESIGNATION - X 170 PE0196 PID - PE0196 PE0196 STATE/COUNTY- ME/HANCOCK PE0196 USGS QUAD - HANCOCK (1981) PE0196 PE0196 *CURRENT SURVEY CONTROL PE0196 ___________________________________________________________________ PE0196* NAD 83(1986)- 44 32 20. (N) 068 18 22. (W) SCALED PE0196* NAVD 88 - 21.676 (meters) 71.12 (feet) ADJUSTED PE0196 ___________________________________________________________________ PE0196 GEOID HEIGHT- -24.33 (meters) GEOID03 PE0196 DYNAMIC HT - 21.675 (meters) 71.11 (feet) COMP PE0196 MODELED GRAV- 980,570.4 (mgal) NAVD 88 PE0196 PE0196 VERT ORDER - SECOND CLASS 0 PE0196 PE0196.The horizontal coordinates were scaled from a topographic map and have PE0196.an estimated accuracy of +/- 6 seconds. PE0196 PE0196.The orthometric height was determined by differential leveling PE0196.and adjusted by the National Geodetic Survey in June 1991. PE0196 PE0196.The geoid height was determined by GEOID03. PE0196 PE0196.The dynamic height is computed by dividing the NAVD 88 PE0196.geopotential number by the normal gravity value computed on the PE0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 PE0196.degrees latitude (g = 980.6199 gals.). PE0196 PE0196.The modeled gravity was interpolated from observed gravity values. PE0196 PE0196; North East Units Estimated Accuracy PE0196;SPC ME E - 96,930. 315,410. MT (+/- 180 meters Scaled) PE0196 PE0196 SUPERSEDED SURVEY CONTROL PE0196 PE0196 NGVD 29 (??/??/92) 21.873 (m) 71.76 (f) ADJ UNCH 2 0 PE0196 PE0196.Superseded values are not recommended for survey control. PE0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. PE0196.See file dsdata.txt to determine how the superseded data were derived. PE0196 PE0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TEK551319(NAD 83) PE0196_MARKER: DB = BENCH MARK DISK PE0196_SETTING: 66 = SET IN ROCK OUTCROP PE0196_SP_SET: ROCK CUT PE0196_STAMPING: X 170 1966 PE0196_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD PE0196+STABILITY: POSITION/ELEVATION WELL PE0196_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR PE0196+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2004 PE0196 PE0196 HISTORY - Date Condition Report By PE0196 HISTORY - 1966 MONUMENTED CGS PE0196 HISTORY - 20041103 GOOD PATRIO PE0196 PE0196 STATION DESCRIPTION PE0196 PE0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 PE0196'2.2 MI W FROM HANCOCK. PE0196'ABOUT 2.2 MILES WEST ALONG U.S. HIGHWAY 1 FROM UNION PE0196'CONGREGATIONAL CHURCH AT HANCOCK, ABOUT 0.7 MILE EAST OF THE PE0196'JUNCTION OF STATE HIGHWAY 182, ABOUT 0.1 MILE WEST OF THE PE0196'JUNCTION OF A BLACK TOPPED ROAD LEADING SOUTHEAST, 75 FEET PE0196'NORTHEAST OF THE CENTER OF THE JUNCTION OF THE HIGHWAY AND A PE0196'DRIVEWAY LEADING TO A RED HOUSE, SET IN THE TOP OF A ROCK CUT PE0196'WHICH IS 55 FEET LONG AND 8 FEET HIGH AT THE HIGHEST PART, 33 PE0196'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 63 FEET EAST OF PE0196'THE CENTER LINE OF A DRIVEWAY, AND ABOUT 2 1/2 FEET ABOVE THE PE0196'LEVEL OF THE HIGHWAY. PE0196 PE0196 STATION RECOVERY (2004) PE0196 PE0196'RECOVERY NOTE BY PATRIOT LAND SURVEYORS 2004 (JBC) PE0196'FOR UPDATED DESCRIPTION SEE MAINE DOT BENCHMARK GRAPHICAL WEBPAGE AT PE0196'MAINEDOT.MAINE.GOV/SURVEY/ LOOK UNDER THE TOWN OF HANCOCK