1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 LW5395 *********************************************************************** LW5395 DESIGNATION - 10950 LW5395 PID - LW5395 LW5395 STATE/COUNTY- MA/BRISTOL LW5395 USGS QUAD - LW5395 LW5395 *CURRENT SURVEY CONTROL LW5395 ___________________________________________________________________ LW5395* NAD 83(1996)- 41 39 06.76256(N) 070 57 03.03912(W) ADJUSTED LW5395* NAVD 88 - 29.8 (meters) 98. (feet) VERTCON LW5395 ___________________________________________________________________ LW5395 LAPLACE CORR- 3.47 (seconds) DEFLEC99 LW5395 GEOID HEIGHT- -29.20 (meters) GEOID99 LW5395 LW5395 HORZ ORDER - SECOND LW5395 LW5395.The horizontal coordinates were established by classical geodetic methods LW5395.and adjusted by the National Geodetic Survey in June 1998. LW5395 LW5395.The NAVD 88 height was computed by applying the VERTCON shift value to LW5395.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) LW5395 LW5395.The Laplace correction was computed from DEFLEC99 derived deflections. LW5395 LW5395.The geoid height was determined by GEOID99. LW5395 LW5395; North East Units Scale Converg. LW5395;SPC MA M - 822,551.209 245,745.261 MT 1.00001011 +0 22 08.0 LW5395;SPC MA M - 2,698,653.42 806,249.24 sFT 1.00001011 +0 22 08.0 LW5395;UTM 19 - 4,612,964.224 337,554.408 MT 0.99992474 -1 17 48.6 LW5395 LW5395 SUPERSEDED SURVEY CONTROL LW5395 LW5395 NAD 83(1992)- 41 39 06.76068(N) 070 57 03.03809(W) AD( ) 2 LW5395 NAD 83(1986)- 41 39 06.75787(N) 070 57 03.03981(W) AD( ) 2 LW5395 NGVD 29 - 30.1 (m) 99. (f) VERT ANG LW5395 LW5395.Superseded values are not recommended for survey control. LW5395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LW5395.See file dsdata.txt to determine how the superseded data were derived. LW5395 LW5395_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG3755412964(NAD 83) LW5395_MARKER: DE = TRAVERSE STATION DISK LW5395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT LW5395_STAMPING: 10950 LW5395_MARK LOGO: MAGS LW5395_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT LW5395_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD LW5395+STABILITY: POSITION/ELEVATION WELL LW5395 LW5395 HISTORY - Date Condition Report By LW5395 HISTORY - 1972 MONUMENTED MAGS LW5395 HISTORY - 1972 7 GOOD MAGS LW5395 LW5395 STATION DESCRIPTION LW5395 LW5395'DESCRIBED BY MASSACHUSETTS GEODETIC SURVEY 1972 LW5395'THE STATION IS LOCATED ABOUT 2.7 KM (1.70 MI) NORTHWEST OF THE NEW LW5395'BEDFORD CITY HALL, 1.6 KM (1.00 MI) EAST OF THE NEW BEDFORD-DARTMOUTH LW5395'TOWNLINE, ON THE SOUTH SIDE OF I-195 EAST BOUND, IN A GRASSY DIVIDER LW5395'OF INTERCHANGE 13, EAST OF THE RAMP CONNECTING I-195 EAST BOUND TO LW5395'STATE ROUTE 140 NORTH BOUND AND IS IN THE CITY OF NEW BEDFORD. LW5395'TO REACH THE STATION FROM THE JUNCTION OF I-195 AND STATE ROUTE 140 IN LW5395'NEW BEDFORD, WHERE ROUTE 140 PASSES OVER I-195, GO EAST ON I-195 FOR LW5395'ABOUT 0.2 KM (0.10 MI) TO THE STATION ON THE RIGHT. LW5395'THE STATION IS A DISK SET IN THE TOP OF A SQUARE CONCRETE POST WHICH LW5395'IS FLUSH WITH THE GROUND AND IS 15.5 M (50.9 FT) SOUTHEAST OF THE LW5395'SOUTHEAST CORNER OF A CATCH BASIN ON THE SOUTH EDGE OF I-195 EAST LW5395'BOUND, 7.5 M (24.6 FT) SOUTH OF THE SOUTH EDGE OF I-195 EAST BOUND, LW5395'6.5 M (21.3 FT) SOUTHEAST OF MILE MARKER 23.9 AND 2.9 M (9.5 FT) LW5395'NORTHWEST OF STATION MARKER 65+00. LW5395 LW5395 STATION RECOVERY (1972) LW5395 LW5395'RECOVERY NOTE BY MASSACHUSETTS GEODETIC SURVEY 1972 LW5395'STATION WAS RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 LW5845 *********************************************************************** LW5845 DESIGNATION - 180 N LW5845 PID - LW5845 LW5845 STATE/COUNTY- MA/BRISTOL LW5845 USGS QUAD - LW5845 LW5845 *CURRENT SURVEY CONTROL LW5845 ___________________________________________________________________ LW5845* NAD 83(1996)- 41 53 48.73716(N) 071 02 54.31502(W) ADJUSTED LW5845* NAVD 88 - 7.14 (+/-2cm) 23.4 (feet) VERTCON LW5845 ___________________________________________________________________ LW5845 LAPLACE CORR- 2.00 (seconds) DEFLEC99 LW5845 GEOID HEIGHT- -28.91 (meters) GEOID99 LW5845 LW5845 HORZ ORDER - SECOND LW5845 VERT ORDER - THIRD ? (See Below) LW5845 LW5845.The horizontal coordinates were established by classical geodetic methods LW5845.and adjusted by the National Geodetic Survey in June 1998. LW5845 LW5845.The NAVD 88 height was computed by applying the VERTCON shift value to LW5845.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) LW5845.The vertical order pertains to the superseded datum. LW5845 LW5845.The Laplace correction was computed from DEFLEC99 derived deflections. LW5845 LW5845.The geoid height was determined by GEOID99. LW5845 LW5845; North East Units Scale Converg. LW5845;SPC MA M - 849,714.048 237,473.047 MT 0.99997853 +0 18 12.0 LW5845;SPC MA M - 2,787,770.17 779,109.49 sFT 0.99997853 +0 18 12.0 LW5845;UTM 19 - 4,640,354.969 330,077.034 MT 0.99995531 -1 22 05.7 LW5845 LW5845 SUPERSEDED SURVEY CONTROL LW5845 LW5845 NAD 83(1992)- 41 53 48.73561(N) 071 02 54.31408(W) AD( ) 2 LW5845 NAD 83(1986)- 41 53 48.73406(N) 071 02 54.31163(W) AD( ) 2 LW5845 NGVD 29 - 7.39 (m) 24.2 (f) LEVELING 3 LW5845 LW5845.Superseded values are not recommended for survey control. LW5845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LW5845.See file dsdata.txt to determine how the superseded data were derived. LW5845 LW5845_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG3007740355(NAD 83) LW5845_MARKER: DE = TRAVERSE STATION DISK LW5845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT LW5845_STAMPING: 180 N LW5845_MARK LOGO: MAGS LW5845_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT LW5845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LW5845+STABILITY: SURFACE MOTION LW5845 LW5845 HISTORY - Date Condition Report By LW5845 HISTORY - 1963 MONUMENTED MAGS LW5845 HISTORY - 19920224 GOOD MAGS LW5845 LW5845 STATION DESCRIPTION LW5845 LW5845'DESCRIBED BY MASSACHUSETTS GEODETIC SURVEY 1963 LW5845'THE STATION IS LOCATED ABOUT 3.5 KM (2.15 MI) EAST OF THE TAUNTON CITY LW5845'HALL, 2.8 KM (1.75 MI) SOUTH OF THE RAYNHAM TOWNHALL, IN A REST AREA LW5845'ALONG THE WEST SIDE OF STATE ROUTE 24 SOUTH BOUND AND IS IN THE CITY LW5845'OF TAUNTON. LW5845'TO REACH THE STATION FROM THE JUNCTION OF US ROUTE 44 AND STATE ROUTE LW5845'24, EAST OF TAUNTON, GO SOUTH ON ROUTE 24 FOR ABOUT 1.1 KM (0.70 MI) LW5845'TO THE STATION ON THE RIGHT. LW5845'THE STATION IS A DISK SET IN THE TOP OF A SQUARE CONCRETE POST LW5845'RECESSED 0.3 FEET AND IS 23.4 M (76.8 FT) NORTHEAST OF CONCRETE LW5845'STATION MARKER NUMBER 24-6412.5W, 19.4 M (63.6 FT) SOUTHEAST OF A LW5845'STRAND WIRE FENCE AT THE REAR OF THE REST AREA AND 12.2 M (40.0 FT) LW5845'NORTHWEST OF THE NORTHWEST EDGE OF ROUTE 24 SOUTH BOUND. LW5845 LW5845 STATION RECOVERY (1992) LW5845 LW5845'RECOVERY NOTE BY MASSACHUSETTS GEODETIC SURVEY 1992 (DCA) LW5845'RECOVERED AS DESCRIBED. THE STATION WAS RECOVERED AS DESCRIBED ON THE LW5845'JOB CODE AV PROJECT. LW5845' 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 LW5410 *********************************************************************** LW5410 DESIGNATION - 191 S LW5410 PID - LW5410 LW5410 STATE/COUNTY- MA/BRISTOL LW5410 USGS QUAD - LW5410 LW5410 *CURRENT SURVEY CONTROL LW5410 ___________________________________________________________________ LW5410* NAD 83(1996)- 41 39 17.78424(N) 070 59 17.21802(W) ADJUSTED LW5410* NAVD 88 - 22.8 (meters) 75. (feet) VERTCON LW5410 ___________________________________________________________________ LW5410 LAPLACE CORR- 3.54 (seconds) DEFLEC99 LW5410 GEOID HEIGHT- -29.25 (meters) GEOID99 LW5410 LW5410 HORZ ORDER - SECOND LW5410 LW5410.The horizontal coordinates were established by classical geodetic methods LW5410.and adjusted by the National Geodetic Survey in June 1998. LW5410 LW5410.The NAVD 88 height was computed by applying the VERTCON shift value to LW5410.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) LW5410 LW5410.The Laplace correction was computed from DEFLEC99 derived deflections. LW5410 LW5410.The geoid height was determined by GEOID99. LW5410 LW5410; North East Units Scale Converg. LW5410;SPC MA M - 822,871.934 242,638.469 MT 1.00000961 +0 20 37.8 LW5410;SPC MA M - 2,699,705.67 796,056.38 sFT 1.00000961 +0 20 37.8 LW5410;UTM 19 - 4,613,375.084 334,458.495 MT 0.99993724 -1 19 18.1 LW5410 LW5410 SUPERSEDED SURVEY CONTROL LW5410 LW5410 NAD 83(1992)- 41 39 17.78237(N) 070 59 17.21693(W) AD( ) 2 LW5410 NAD 83(1986)- 41 39 17.77748(N) 070 59 17.21873(W) AD( ) 2 LW5410 NGVD 29 - 23.1 (m) 76. (f) VERT ANG LW5410 LW5410.Superseded values are not recommended for survey control. LW5410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LW5410.See file dsdata.txt to determine how the superseded data were derived. LW5410 LW5410_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG3445813375(NAD 83) LW5410_MARKER: DE = TRAVERSE STATION DISK LW5410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT LW5410_STAMPING: 191 S LW5410_MARK LOGO: MAGS LW5410_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT LW5410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LW5410+STABILITY: SURFACE MOTION LW5410 LW5410 HISTORY - Date Condition Report By LW5410 HISTORY - 1979 MONUMENTED MAGS LW5410 HISTORY - 19930110 GOOD MAGS LW5410 LW5410 STATION DESCRIPTION LW5410 LW5410'DESCRIBED BY MASSACHUSETTS GEODETIC SURVEY 1979 LW5410'THE STATION IS LOCATED ABOUT 5.5 KM (3.40 MI) WEST-NORTHWEST OF THE LW5410'NEW BEDFORD CITY HALL, 1.8 KM (1.10 MI) NORTH OF NORTH DARTMOUTH, IN LW5410'THE MEDIAN STRIP OF I-195, JUST WEST OF THE FAUNCE CORNER ROAD BRIDGE LW5410'OVER I-195, AT HIGHWAY STATION 191+10 AND IS IN THE TOWN OF DARTMOUTH. LW5410'TO REACH THE STATION FROM THE JUNCTION OF I-195 AND STATE ROUTE 140 IN LW5410'NEW BEDFORD, GO WEST ON I-195 FOR ABOUT 2.9 KM (1.80 MI) TO THE LW5410'STATION ON THE LEFT. LW5410'THE STATION IS A DISK SET IN THE TOP OF A SQUARE CONCRETE POST LW5410'RECESSED 0.3 FEET AND IS 4.2 M (13.8 FT) WEST OF THE WEST COLUMN ON LW5410'THE NORTH SIDE OF THE MEDIAN STRIP AND 2.4 M (7.9 FT) SOUTH OF THE LW5410'CURB OF I-195 WEST BOUND. LW5410 LW5410 STATION RECOVERY (1993) LW5410 LW5410'RECOVERY NOTE BY MASSACHUSETTS GEODETIC SURVEY 1993 (DCA) LW5410'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 LW5411 *********************************************************************** LW5411 DESIGNATION - 191 T LW5411 PID - LW5411 LW5411 STATE/COUNTY- MA/BRISTOL LW5411 USGS QUAD - LW5411 LW5411 *CURRENT SURVEY CONTROL LW5411 ___________________________________________________________________ LW5411* NAD 83(1996)- 41 39 13.18947(N) 070 57 41.92375(W) ADJUSTED LW5411* NAVD 88 - 52.6 (meters) 173. (feet) VERTCON LW5411 ___________________________________________________________________ LW5411 LAPLACE CORR- 3.62 (seconds) DEFLEC99 LW5411 GEOID HEIGHT- -29.21 (meters) GEOID99 LW5411 LW5411 HORZ ORDER - SECOND LW5411 LW5411.The horizontal coordinates were established by classical geodetic methods LW5411.and adjusted by the National Geodetic Survey in June 1998. LW5411 LW5411.The NAVD 88 height was computed by applying the VERTCON shift value to LW5411.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) LW5411 LW5411.The Laplace correction was computed from DEFLEC99 derived deflections. LW5411 LW5411.The geoid height was determined by GEOID99. LW5411 LW5411; North East Units Scale Converg. LW5411;SPC MA M - 822,743.753 244,844.263 MT 1.00000982 +0 21 41.9 LW5411;SPC MA M - 2,699,285.13 803,293.22 sFT 1.00000982 +0 21 41.9 LW5411;UTM 19 - 4,613,182.858 336,659.463 MT 0.99992833 -1 18 14.6 LW5411 LW5411 SUPERSEDED SURVEY CONTROL LW5411 LW5411 NAD 83(1992)- 41 39 13.18759(N) 070 57 41.92268(W) AD( ) 2 LW5411 NAD 83(1986)- 41 39 13.18413(N) 070 57 41.92446(W) AD( ) 2 LW5411 NGVD 29 - 52.9 (m) 174. (f) VERT ANG LW5411 LW5411.Superseded values are not recommended for survey control. LW5411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LW5411.See file dsdata.txt to determine how the superseded data were derived. LW5411 LW5411_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG3665913183(NAD 83) LW5411_MARKER: DE = TRAVERSE STATION DISK LW5411_SETTING: 66 = SET IN ROCK OUTCROP LW5411_STAMPING: 191 T LW5411_MARK LOGO: MAGS LW5411_MAGNETIC: N = NO MAGNETIC MATERIAL LW5411_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD LW5411+STABILITY: POSITION/ELEVATION WELL LW5411 LW5411 HISTORY - Date Condition Report By LW5411 HISTORY - 1979 MONUMENTED MAGS LW5411 HISTORY - 19930110 GOOD MAGS LW5411 LW5411 STATION DESCRIPTION LW5411 LW5411'DESCRIBED BY MASSACHUSETTS GEODETIC SURVEY 1979 LW5411'THE STATION IS LOCATED ABOUT 3.5 KM (2.15 MI) NORTHWEST OF THE NEW LW5411'BEDFORD CITY HALL, 2.3 KM (1.45 MI) NORTHEAST OF NORTH DARTMOUTH, ON LW5411'THE NORTH SIDE OF I-195, AT HIGHWAY STATION 26+15, JUST WEST OF THE LW5411'HATHAWAY ROAD BRIDGE OVER I-195 AND IS IN THE CITY OF NEW BEDFORD. LW5411'TO REACH THE STATION FROM THE JUNCTION OF I-195 AND STATE ROUTE 140 IN LW5411'NEW BEDFORD, GO WEST ON I-195 FOR ABOUT 0.7 KM (0.45 MI) TO THE LW5411'STATION ON THE RIGHT. LW5411'THE STATION IS A DISK SET IN A GRANITE LEDGE OUTCROP AND IS 62.8 M LW5411'(206.0 FT) WEST OF THE NORTHWEST END POST OF THE BRIDGE AND 4.3 M LW5411'(14.1 FT) SOUTH OF THE RIGHT OF WAY FENCE. LW5411 LW5411 STATION RECOVERY (1993) LW5411 LW5411'RECOVERY NOTE BY MASSACHUSETTS GEODETIC SURVEY 1993 (DCA) LW5411'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 DF6882 *********************************************************************** DF6882 DESIGNATION - 204 A DF6882 PID - DF6882 DF6882 STATE/COUNTY- MA/BRISTOL DF6882 USGS QUAD - DF6882 DF6882 *CURRENT SURVEY CONTROL DF6882 ___________________________________________________________________ DF6882* NAD 83(1996)- 41 39 30.32446(N) 070 57 10.03133(W) ADJUSTED DF6882* NAVD 88 - 39.2 (meters) 129. (feet) VERTCON DF6882 ___________________________________________________________________ DF6882 LAPLACE CORR- 3.54 (seconds) DEFLEC99 DF6882 GEOID HEIGHT- -29.19 (meters) GEOID99 DF6882 DF6882 HORZ ORDER - SECOND DF6882 DF6882.The horizontal coordinates were established by classical geodetic methods DF6882.and adjusted by the National Geodetic Survey in August 2003. DF6882 DF6882.The NAVD 88 height was computed by applying the VERTCON shift value to DF6882.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DF6882 DF6882.The Laplace correction was computed from DEFLEC99 derived deflections. DF6882 DF6882.The geoid height was determined by GEOID99. DF6882 DF6882; North East Units Scale Converg. DF6882;SPC MA M - 823,277.089 245,578.806 MT 1.00000903 +0 22 03.3 DF6882;SPC MA M - 2,701,034.92 805,703.13 sFT 1.00000903 +0 22 03.3 DF6882;UTM 19 - 4,613,694.574 337,409.136 MT 0.99992532 -1 17 53.8 DF6882 DF6882 SUPERSEDED SURVEY CONTROL DF6882 DF6882 NGVD 29 - 39.4 (m) 129. (f) H LEVEL DF6882 DF6882.Superseded values are not recommended for survey control. DF6882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DF6882.See file dsdata.txt to determine how the superseded data were derived. DF6882 DF6882_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG3740913695(NAD 83) DF6882_MARKER: DE = TRAVERSE STATION DISK DF6882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF6882_STAMPING: 204 A DF6882_MARK LOGO: MAGS DF6882_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF6882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF6882+STABILITY: SURFACE MOTION DF6882 DF6882 HISTORY - Date Condition Report By DF6882 HISTORY - 1972 MONUMENTED MAGS DF6882 DF6882 STATION DESCRIPTION DF6882 DF6882'DESCRIBED BY MASSACHUSETTS GEODETIC SURVEY 1972 (EBH) DF6882'THE STATION IS LOCATED ABOUT 2.4 KM (1.50 MI) NORTHWEST OF THE NEW DF6882'BEDFORD COMMON, 0.6 KM (0.35 MI) NORTH ALONG STATE ROUTE 140 FROM THE DF6882'JUNCTION OF INTERSTATE HIGHWAY 195, ON THE WEST SIDE OF ROUTE 140, AT DF6882'THE SOUTH SIDE OF A TRIANGLE FORMED BY ROUTE 140 SOUTH BOUND, THE EXIT DF6882'RAMP TO HATHAWAY ROAD AND THE ENTRANCE ROAD FROM HATHAWAY ROAD TO DF6882'ROUTE 140 SOUTH BOUND AND IS IN THE CITY OF NEW BEDFORD. TO REACH THE DF6882'STATION FROM THE INTERSECTION OF ROUTE 140 AND HATHAWAY ROAD, DF6882'INTERCHANGE 3, IN NEW BEDFORD, GO WEST ON HATHAWAY ROAD TO THE RAMP DF6882'LEADING TO ROUTE 140 SOUTH BOUND. FOLLOW THE RAMP AROUND TO THE DF6882'STATION ON THE LEFT. THE STATION IS A DISK SET IN THE TOP OF A SQUARE DF6882'CONCRETE POST RECESSED 0.4 FEET AND IS 37.1 M (121.7 FT) NORTHEAST DF6882'FROM THE END OF THE NOSE OF THE ISLAND, 13.2 M (43.3 FT) SOUTHEAST OF DF6882'THE SOUTHEAST CORNER OF A DROP INLET ON THE WEST SIDE OF THE RAMP AND DF6882'3.4 M (11.2 FT) WEST OF THE WEST EDGE OF ROUTE 140 SOUTH BOUND. DF6882' 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 DF6881 *********************************************************************** DF6881 DESIGNATION - 204 B DF6881 PID - DF6881 DF6881 STATE/COUNTY- MA/BRISTOL DF6881 USGS QUAD - DF6881 DF6881 *CURRENT SURVEY CONTROL DF6881 ___________________________________________________________________ DF6881* NAD 83(1996)- 41 39 56.72650(N) 070 56 33.37652(W) ADJUSTED DF6881* NAVD 88 - 31.6 (meters) 104. (feet) VERTCON DF6881 ___________________________________________________________________ DF6881 LAPLACE CORR- 3.55 (seconds) DEFLEC99 DF6881 GEOID HEIGHT- -29.16 (meters) GEOID99 DF6881 DF6881 HORZ ORDER - SECOND DF6881 DF6881.The horizontal coordinates were established by classical geodetic methods DF6881.and adjusted by the National Geodetic Survey in August 2003. DF6881 DF6881.The NAVD 88 height was computed by applying the VERTCON shift value to DF6881.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DF6881 DF6881.The Laplace correction was computed from DEFLEC99 derived deflections. DF6881 DF6881.The geoid height was determined by GEOID99. DF6881 DF6881; North East Units Scale Converg. DF6881;SPC MA M - 824,097.122 246,421.547 MT 1.00000784 +0 22 27.9 DF6881;SPC MA M - 2,703,725.31 808,468.03 sFT 1.00000784 +0 22 27.9 DF6881;UTM 19 - 4,614,489.692 338,275.288 MT 0.99992187 -1 17 30.1 DF6881 DF6881 SUPERSEDED SURVEY CONTROL DF6881 DF6881 NGVD 29 - 31.8 (m) 104. (f) H LEVEL DF6881 DF6881.Superseded values are not recommended for survey control. DF6881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DF6881.See file dsdata.txt to determine how the superseded data were derived. DF6881 DF6881_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG3827514490(NAD 83) DF6881_MARKER: DE = TRAVERSE STATION DISK DF6881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF6881_STAMPING: 204 B DF6881_MARK LOGO: MAGS DF6881_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF6881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF6881+STABILITY: SURFACE MOTION DF6881 DF6881 HISTORY - Date Condition Report By DF6881 HISTORY - 1972 MONUMENTED MAGS DF6881 DF6881 STATION DESCRIPTION DF6881 DF6881'DESCRIBED BY MASSACHUSETTS GEODETIC SURVEY 1972 (EBH) DF6881'THE STATION IS LOCATED ABOUT 2.6 KM (1.60 MI) NORTH OF THE NEW BEDFORD DF6881'COMMON, 1.6 KM (1.00 MI) SOUTHEAST OF THE NEW BEDFORD AIRPORT, AT THE DF6881'NORTHEAST ANGLE OF THE INTERSECTION OF NASH ROAD AND MOUNT PLEASANT DF6881'STREET, ON THE EAST SIDE OF STATE ROUTE 140 NORTH BOUND AND IS IN THE DF6881'CITY OF NEW BEDFORD. TO REACH THE STATION FROM THE JUNCTION OF DF6881'INTERSTATE HIGHWAY 195 AND STATE ROUTE 140, IN NEW BEDFORD, GO NORTH DF6881'ON ROUTE 140 FOR ABOUT 1.9 KM (1.20 MI) TO THE STATION ON THE RIGHT, DF6881'JUST PAST THE MOUNT PLEASANT STREET BRIDGE OVER ROUTE 140. THE STATION DF6881'IS A DISK SET IN THE TOP OF A SQUARE CONCRETE POST SET FLUSH WITH THE DF6881'GROUND AND IS 38.8 M (127.3 FT) EAST-NORTHEAST OF THE NORTHEAST DF6881'CONCRETE END POST OF THE BRIDGE, 26.7 M (87.6 FT) NORTH OF THE EAST DF6881'MOST 14-INCH MAPLE TREE, 25.5 M (83.7 FT) NORTHEAST OF THE WEST MOST DF6881'14-INCH MAPLE TREE AND 12.5 M (41.0 FT) NORTHWEST OF THE FIRST ANGLE DF6881'IN THE CHAIN LINK FENCE AS IT COMES FROM NASH ROAD. DF6881' 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 DF6880 *********************************************************************** DF6880 DESIGNATION - 204 C DF6880 PID - DF6880 DF6880 STATE/COUNTY- MA/BRISTOL DF6880 USGS QUAD - DF6880 DF6880 *CURRENT SURVEY CONTROL DF6880 ___________________________________________________________________ DF6880* NAD 83(1996)- 41 40 15.94032(N) 070 56 31.44157(W) ADJUSTED DF6880* NAVD 88 - 22.7 (meters) 74. (feet) VERTCON DF6880 ___________________________________________________________________ DF6880 LAPLACE CORR- 3.59 (seconds) DEFLEC99 DF6880 GEOID HEIGHT- -29.16 (meters) GEOID99 DF6880 DF6880 HORZ ORDER - SECOND DF6880 DF6880.The horizontal coordinates were established by classical geodetic methods DF6880.and adjusted by the National Geodetic Survey in August 2003. DF6880 DF6880.The NAVD 88 height was computed by applying the VERTCON shift value to DF6880.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DF6880 DF6880.The Laplace correction was computed from DEFLEC99 derived deflections. DF6880 DF6880.The geoid height was determined by GEOID99. DF6880 DF6880; North East Units Scale Converg. DF6880;SPC MA M - 824,690.189 246,462.432 MT 1.00000698 +0 22 29.2 DF6880;SPC MA M - 2,705,671.06 808,602.16 sFT 1.00000698 +0 22 29.2 DF6880;UTM 19 - 4,615,081.269 338,333.395 MT 0.99992163 -1 17 29.3 DF6880 DF6880 SUPERSEDED SURVEY CONTROL DF6880 DF6880 NGVD 29 - 22.9 (m) 75. (f) H LEVEL DF6880 DF6880.Superseded values are not recommended for survey control. DF6880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DF6880.See file dsdata.txt to determine how the superseded data were derived. DF6880 DF6880_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG3833315081(NAD 83) DF6880_MARKER: DE = TRAVERSE STATION DISK DF6880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF6880_STAMPING: 204 C DF6880_MARK LOGO: MAGS DF6880_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF6880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF6880+STABILITY: SURFACE MOTION DF6880 DF6880 HISTORY - Date Condition Report By DF6880 HISTORY - 1972 MONUMENTED MAGS DF6880 DF6880 STATION DESCRIPTION DF6880 DF6880'DESCRIBED BY MASSACHUSETTS GEODETIC SURVEY 1972 (EBH) DF6880'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) NORTH OF THE NEW BEDFORD DF6880'COMMON, 1.4 KM (0.85 MI) EAST OF THE NEW BEDFORD AIRPORT, ON THE EAST DF6880'SIDE OF STATE ROUTE 140 NORTH BOUND AND IS IN THE CITY OF NEW BEDFORD. DF6880'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 195 AND DF6880'STATE ROUTE 140, IN NEW BEDFORD, GO NORTH ON ROUTE 140 FOR ABOUT 2.4 DF6880'KM (1.50 MI) TO THE STATION ON THE RIGHT. THE STATION IS A DISK SET IN DF6880'THE TOP OF A SQUARE CONCRETE POST SET FLUSH WITH THE GROUND AND IS 6.8 DF6880'M (22.3 FT) SOUTH OF A ROAD SIGN, KINGS HWY/ACUSHNET, 6.1 M (20.0 FT) DF6880'WEST OF STATION MARKER 180 AND 2.4 M (7.9 FT) EAST OF THE EAST EDGE OF DF6880'ROUTE 140 NORTH BOUND. DF6880' 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 DF6879 *********************************************************************** DF6879 DESIGNATION - 204 D DF6879 PID - DF6879 DF6879 STATE/COUNTY- MA/BRISTOL DF6879 USGS QUAD - DF6879 DF6879 *CURRENT SURVEY CONTROL DF6879 ___________________________________________________________________ DF6879* NAD 83(1996)- 41 40 47.14917(N) 070 56 44.64938(W) ADJUSTED DF6879* NAVD 88 - 29.9 (meters) 98. (feet) VERTCON DF6879 ___________________________________________________________________ DF6879 LAPLACE CORR- 3.66 (seconds) DEFLEC99 DF6879 GEOID HEIGHT- -29.15 (meters) GEOID99 DF6879 DF6879 HORZ ORDER - SECOND DF6879 DF6879.The horizontal coordinates were established by classical geodetic methods DF6879.and adjusted by the National Geodetic Survey in August 2003. DF6879 DF6879.The NAVD 88 height was computed by applying the VERTCON shift value to DF6879.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DF6879 DF6879.The Laplace correction was computed from DEFLEC99 derived deflections. DF6879 DF6879.The geoid height was determined by GEOID99. DF6879 DF6879; North East Units Scale Converg. DF6879;SPC MA M - 825,651.037 246,150.654 MT 1.00000560 +0 22 20.3 DF6879;SPC MA M - 2,708,823.44 807,579.27 sFT 1.00000560 +0 22 20.3 DF6879;UTM 19 - 4,616,050.695 338,049.713 MT 0.99992276 -1 17 38.9 DF6879 DF6879 SUPERSEDED SURVEY CONTROL DF6879 DF6879 NGVD 29 - 30.1 (m) 99. (f) H LEVEL DF6879 DF6879.Superseded values are not recommended for survey control. DF6879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DF6879.See file dsdata.txt to determine how the superseded data were derived. DF6879 DF6879_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG3805016051(NAD 83) DF6879_MARKER: DE = TRAVERSE STATION DISK DF6879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF6879_STAMPING: 204 D DF6879_MARK LOGO: MAGS DF6879_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF6879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF6879+STABILITY: SURFACE MOTION DF6879 DF6879 HISTORY - Date Condition Report By DF6879 HISTORY - 1972 MONUMENTED MAGS DF6879 DF6879 STATION DESCRIPTION DF6879 DF6879'DESCRIBED BY MASSACHUSETTS GEODETIC SURVEY 1972 (EBH) DF6879'THE STATION IS LOCATED ABOUT 4.2 KM (2.60 MI) NORTH OF THE NEW BEDFORD DF6879'COMMON, 1.1 KM (0.70 MI) EAST OF THE NEW BEDFORD AIRPORT, 109.7 M DF6879'(359.9 FT) NORTH OF INTERCHANGE 4, ON THE WEST SIDE OF STATE ROUTE 140 DF6879'SOUTH BOUND AND IS IN THE CITY OF NEW BEDFORD. TO REACH THE STATION DF6879'FROM THE INTERSECTION OF ROUTE 140 AND PHILLIPS ROAD, INTERCHANGE 5, DF6879'IN NEW BEDFORD, GO SOUTH ON ROUTE 140 FOR ABOUT 2.7 KM (1.70 MI) TO DF6879'THE STATION ON THE RIGHT. THE STATION IS A DISK SET IN THE TOP OF A DF6879'SQUARE CONCRETE POST SET FLUSH WITH THE GROUND AND IS 60.0 M (196.8 DF6879'FT) SOUTH OF STATION MARKER 215, 19.0 M (62.3 FT) WEST OF THE WEST DF6879'EDGE OF ROUTE 140 SOUTH BOUND, 11.1 M (36.4 FT) NORTHWEST OF THE DF6879'NORTHEAST CORNER OF PAVING BLOCKS AROUND A SIDE DRAIN, 10.7 M (35.1 DF6879'FT) NORTHEAST OF THE CORNER OF A CHAIN LINK FENCE AND 3.4 M (11.2 FT) DF6879'SOUTHEAST OF THE SOUTHEAST CORNER OF A SQUARE FRAME DROP INLET. DF6879' 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 DF6878 *********************************************************************** DF6878 DESIGNATION - 204 E DF6878 PID - DF6878 DF6878 STATE/COUNTY- MA/BRISTOL DF6878 USGS QUAD - DF6878 DF6878 *CURRENT SURVEY CONTROL DF6878 ___________________________________________________________________ DF6878* NAD 83(1996)- 41 41 48.13325(N) 070 56 50.68533(W) ADJUSTED DF6878* NAVD 88 - 33.5 (meters) 110. (feet) VERTCON DF6878 ___________________________________________________________________ DF6878 LAPLACE CORR- 3.80 (seconds) DEFLEC99 DF6878 GEOID HEIGHT- -29.13 (meters) GEOID99 DF6878 DF6878 HORZ ORDER - SECOND DF6878 DF6878.The horizontal coordinates were established by classical geodetic methods DF6878.and adjusted by the National Geodetic Survey in August 2003. DF6878 DF6878.The NAVD 88 height was computed by applying the VERTCON shift value to DF6878.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DF6878 DF6878.The Laplace correction was computed from DEFLEC99 derived deflections. DF6878 DF6878.The geoid height was determined by GEOID99. DF6878 DF6878; North East Units Scale Converg. DF6878;SPC MA M - 827,531.581 245,998.860 MT 1.00000298 +0 22 16.3 DF6878;SPC MA M - 2,714,993.20 807,081.26 sFT 1.00000298 +0 22 16.3 DF6878;UTM 19 - 4,617,934.705 337,952.687 MT 0.99992315 -1 17 44.4 DF6878 DF6878 SUPERSEDED SURVEY CONTROL DF6878 DF6878 NGVD 29 - 33.8 (m) 111. (f) H LEVEL DF6878 DF6878.Superseded values are not recommended for survey control. DF6878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DF6878.See file dsdata.txt to determine how the superseded data were derived. DF6878 DF6878_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG3795317935(NAD 83) DF6878_MARKER: DE = TRAVERSE STATION DISK DF6878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF6878_STAMPING: 204 E DF6878_MARK LOGO: MAGS DF6878_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF6878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF6878+STABILITY: SURFACE MOTION DF6878 DF6878 HISTORY - Date Condition Report By DF6878 HISTORY - 1972 MONUMENTED MAGS DF6878 DF6878 STATION DESCRIPTION DF6878 DF6878'DESCRIBED BY MASSACHUSETTS GEODETIC SURVEY 1972 (EBH) DF6878'THE STATION IS LOCATED ABOUT 2.4 KM (1.50 MI) NORTH OF THE NEW BEDFORD DF6878'AIRPORT, ON THE WEST SIDE OF STATE ROUTE 140 SOUTH BOUND, JUST SOUTH DF6878'OF THE BRIDGE OVER THE CONRAIL TRACKS AND IS IN THE CITY OF NEW DF6878'BEDFORD. TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 140 DF6878'AND PHILLIPS ROAD, INTERCHANGE 5, IN NEW BEDFORD, GO SOUTH ON ROUTE DF6878'140 FOR ABOUT 0.8 KM (0.50 MI) TO THE STATION ON THE RIGHT. THE DF6878'STATION IS A DISK SET IN THE TOP OF A SQUARE CONCRETE POST THAT DF6878'PROJECTS 0.2 FEET AND IS 55.3 M (181.4 FT) SOUTH OF THE SOUTHWEST END DF6878'POST OF THE BRIDGE, 5.0 M (16.4 FT) SOUTH OF STATION MARKER 275 AND DF6878'1.2 M (3.9 FT) WEST OF THE WEST EDGE OF ROUTE 140 SOUTH BOUND. DF6878' 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 DF6877 *********************************************************************** DF6877 DESIGNATION - 204 F DF6877 PID - DF6877 DF6877 STATE/COUNTY- MA/BRISTOL DF6877 USGS QUAD - DF6877 DF6877 *CURRENT SURVEY CONTROL DF6877 ___________________________________________________________________ DF6877* NAD 83(1996)- 41 42 11.34901(N) 070 56 36.77136(W) ADJUSTED DF6877* NAVD 88 - 34.2 (meters) 112. (feet) VERTCON DF6877 ___________________________________________________________________ DF6877 LAPLACE CORR- 3.83 (seconds) DEFLEC99 DF6877 GEOID HEIGHT- -29.11 (meters) GEOID99 DF6877 DF6877 HORZ ORDER - SECOND DF6877 DF6877.The horizontal coordinates were established by classical geodetic methods DF6877.and adjusted by the National Geodetic Survey in August 2003. DF6877 DF6877.The NAVD 88 height was computed by applying the VERTCON shift value to DF6877.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DF6877 DF6877.The Laplace correction was computed from DEFLEC99 derived deflections. DF6877 DF6877.The geoid height was determined by GEOID99. DF6877 DF6877; North East Units Scale Converg. DF6877;SPC MA M - 828,249.913 246,315.915 MT 1.00000200 +0 22 25.6 DF6877;SPC MA M - 2,717,349.92 808,121.46 sFT 1.00000200 +0 22 25.6 DF6877;UTM 19 - 4,618,643.454 338,290.477 MT 0.99992180 -1 17 35.8 DF6877 DF6877 SUPERSEDED SURVEY CONTROL DF6877 DF6877 NGVD 29 - 34.4 (m) 113. (f) H LEVEL DF6877 DF6877.Superseded values are not recommended for survey control. DF6877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DF6877.See file dsdata.txt to determine how the superseded data were derived. DF6877 DF6877_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG3829018643(NAD 83) DF6877_MARKER: DE = TRAVERSE STATION DISK DF6877_SETTING: 0 = UNSPECIFIED SETTING DF6877_STAMPING: 204 F DF6877_MARK LOGO: MAGS DF6877_MAGNETIC: O = OTHER; SEE DESCRIPTION DF6877_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DF6877 DF6877 HISTORY - Date Condition Report By DF6877 HISTORY - 1972 MONUMENTED MAGS DF6877 DF6877 STATION DESCRIPTION DF6877 DF6877'DESCRIBED BY MASSACHUSETTS GEODETIC SURVEY 1972 (EBH) DF6877'THE STATION IS LOCATED ABOUT 3.3 KM (2.05 MI) NORTH OF THE NEW BEDFORD DF6877'AIRPORT, ON THE TOP OF THE SOUTHEAST END POST OF THE PHILLIPS ROAD DF6877'BRIDGE OVER STATE ROUTE 140 AND IS IN THE CITY OF NEW BEDFORD. TO DF6877'REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 140 AND BRALEY DF6877'ROAD, INTERCHANGE 7, IN NEW BEDFORD, GO WEST ON A ROAD LEADING TO THE DF6877'INDUSTRIAL PARK FOR 0.16 KM (0.10 MI) TO PHILLIPS ROAD. TURN LEFT AND DF6877'GO SOUTH ON PHILLIPS ROAD FOR ABOUT 2.7 KM (1.70 MI) TO THE STATION ON DF6877'THE LEFT. THE STATION IS A DISK SET ON TOP OF THE CONCRETE END POST OF DF6877'THE BRIDGE. DF6877' 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 DF6876 *********************************************************************** DF6876 DESIGNATION - 204 G DF6876 PID - DF6876 DF6876 STATE/COUNTY- MA/BRISTOL DF6876 USGS QUAD - DF6876 DF6876 *CURRENT SURVEY CONTROL DF6876 ___________________________________________________________________ DF6876* NAD 83(1996)- 41 42 47.98204(N) 070 56 18.39877(W) ADJUSTED DF6876* NAVD 88 - 33.8 (meters) 111. (feet) VERTCON DF6876 ___________________________________________________________________ DF6876 LAPLACE CORR- 3.83 (seconds) DEFLEC99 DF6876 GEOID HEIGHT- -29.09 (meters) GEOID99 DF6876 DF6876 HORZ ORDER - SECOND DF6876 DF6876.The horizontal coordinates were established by classical geodetic methods DF6876.and adjusted by the National Geodetic Survey in August 2003. DF6876 DF6876.The NAVD 88 height was computed by applying the VERTCON shift value to DF6876.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DF6876 DF6876.The Laplace correction was computed from DEFLEC99 derived deflections. DF6876 DF6876.The geoid height was determined by GEOID99. DF6876 DF6876; North East Units Scale Converg. DF6876;SPC MA M - 829,382.881 246,733.254 MT 1.00000049 +0 22 38.0 DF6876;SPC MA M - 2,721,067.00 809,490.68 sFT 1.00000049 +0 22 38.0 DF6876;UTM 19 - 4,619,763.710 338,740.565 MT 0.99992001 -1 17 24.5 DF6876 DF6876 SUPERSEDED SURVEY CONTROL DF6876 DF6876 NGVD 29 - 34.1 (m) 112. (f) H LEVEL DF6876 DF6876.Superseded values are not recommended for survey control. DF6876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DF6876.See file dsdata.txt to determine how the superseded data were derived. DF6876 DF6876_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG3874119764(NAD 83) DF6876_MARKER: DE = TRAVERSE STATION DISK DF6876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF6876_STAMPING: 204 G DF6876_MARK LOGO: MAGS DF6876_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF6876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF6876+STABILITY: SURFACE MOTION DF6876 DF6876 HISTORY - Date Condition Report By DF6876 HISTORY - 1972 MONUMENTED MAGS DF6876 DF6876 STATION DESCRIPTION DF6876 DF6876'DESCRIBED BY MASSACHUSETTS GEODETIC SURVEY 1972 (EBH) DF6876'THE STATION IS LOCATED ABOUT 4.3 KM (2.65 MI) NORTH OF THE NEW BEDFORD DF6876'AIRPORT, ON THE EAST SIDE OF THE NORTH BOUND ENTRY LANE TO STATE ROUTE DF6876'140 NORTH BOUND FROM ACHUSNET AVENUE, NEAR INTERCHANGE 6, AT HIGHWAY DF6876'STATION 139+15 AND IS IN THE CITY OF NEW BEDFORD. TO REACH THE STATION DF6876'FROM THE JUNCTION OF INTERSTATE HIGHWAY 195 AND STATE ROUTE 18, IN NEW DF6876'BEDFORD, GO NORTH ON ROUTE 18 FOR ABOUT 5.5 KM (3.40 MI) TO A FORK. DF6876'KEEP LEFT AND GO NORTH ON THE ENTRY ROAD TO ROUTE 140 FOR ABOUT 1.2 KM DF6876'(0.75 MI) TO THE STATION ON THE RIGHT. THE STATION IS A DISK SET IN DF6876'THE TOP OF A SQUARE CONCRETE POST SET FLUSH WITH THE GROUND AND IS 7.0 DF6876'M (23.0 FT) WEST OF A POINTED BOULDER AND 1.3 M (4.3 FT) EAST OF THE DF6876'EAST EDGE OF THE ROAD. DF6876' 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 DF6875 *********************************************************************** DF6875 DESIGNATION - 204 H DF6875 PID - DF6875 DF6875 STATE/COUNTY- MA/BRISTOL DF6875 USGS QUAD - DF6875 DF6875 *CURRENT SURVEY CONTROL DF6875 ___________________________________________________________________ DF6875* NAD 83(1996)- 41 43 07.06056(N) 070 56 29.05994(W) ADJUSTED DF6875* NAVD 88 - 36.5 (meters) 120. (feet) VERTCON DF6875 ___________________________________________________________________ DF6875 LAPLACE CORR- 3.88 (seconds) DEFLEC99 DF6875 GEOID HEIGHT- -29.08 (meters) GEOID99 DF6875 DF6875 HORZ ORDER - SECOND DF6875 DF6875.The horizontal coordinates were established by classical geodetic methods DF6875.and adjusted by the National Geodetic Survey in August 2003. DF6875 DF6875.The NAVD 88 height was computed by applying the VERTCON shift value to DF6875.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DF6875 DF6875.The Laplace correction was computed from DEFLEC99 derived deflections. DF6875 DF6875.The geoid height was determined by GEOID99. DF6875 DF6875; North East Units Scale Converg. DF6875;SPC MA M - 829,969.864 246,482.950 MT 0.99999971 +0 22 30.8 DF6875;SPC MA M - 2,722,992.80 808,669.48 sFT 0.99999971 +0 22 30.8 DF6875;UTM 19 - 4,620,357.680 338,507.465 MT 0.99992094 -1 17 32.0 DF6875 DF6875 SUPERSEDED SURVEY CONTROL DF6875 DF6875 NGVD 29 - 36.8 (m) 121. (f) H LEVEL DF6875 DF6875.Superseded values are not recommended for survey control. DF6875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DF6875.See file dsdata.txt to determine how the superseded data were derived. DF6875 DF6875_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG3850720358(NAD 83) DF6875_MARKER: DE = TRAVERSE STATION DISK DF6875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF6875_STAMPING: 204 H DF6875_MARK LOGO: MAGS DF6875_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF6875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF6875+STABILITY: SURFACE MOTION DF6875 DF6875 HISTORY - Date Condition Report By DF6875 HISTORY - 1972 MONUMENTED MAGS DF6875 DF6875 STATION DESCRIPTION DF6875 DF6875'DESCRIBED BY MASSACHUSETTS GEODETIC SURVEY 1972 (EBH) DF6875'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) NORTH OF THE NEW BEDFORD DF6875'AIRPORT, 2.5 KM (1.55 MI) SOUTHEAST ALONG STATE ROUTE 140 FROM THE DF6875'FREETOWN-NEW BEDFORD TOWNLINE, ON THE EAST SIDE OF ROUTE 140 NORTH DF6875'BOUND, AT HIGHWAY STATION 160+00 AND IS IN THE CITY OF NEW BEDFORD. TO DF6875'REACH THE STATION FROM THE INTERSECTION OF ROUTE 140 AND PHILLIPS DF6875'ROAD, INTERCHANGE 5, IN NEW BEDFORD, GO NORTH ON ROUTE 140, PASSING DF6875'THE STATION IS A DISK SET IN THE TOP OF A SQUARE CONCRETE POST SET DF6875'FLUSH WITH THE GROUND AND IS 3.4 M (11.2 FT) WEST OF THE WESTERLY LEG DF6875'OF A SIGN, NEW BEDFORD INDUSTRIAL AREA NEXT RIGHT, AND 1.5 M (4.9 FT) DF6875'EAST OF THE EAST EDGE OF ROUTE 140 NORTH BOUND. DF6875' 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 DF6874 *********************************************************************** DF6874 DESIGNATION - 204 J DF6874 PID - DF6874 DF6874 STATE/COUNTY- MA/BRISTOL DF6874 USGS QUAD - DF6874 DF6874 *CURRENT SURVEY CONTROL DF6874 ___________________________________________________________________ DF6874* NAD 83(1996)- 41 43 37.22662(N) 070 56 56.73232(W) ADJUSTED DF6874* NAVD 88 - 36.1 (meters) 118. (feet) VERTCON DF6874 ___________________________________________________________________ DF6874 LAPLACE CORR- 4.01 (seconds) DEFLEC99 DF6874 GEOID HEIGHT- -29.08 (meters) GEOID99 DF6874 DF6874 HORZ ORDER - SECOND DF6874 DF6874.The horizontal coordinates were established by classical geodetic methods DF6874.and adjusted by the National Geodetic Survey in August 2003. DF6874 DF6874.The NAVD 88 height was computed by applying the VERTCON shift value to DF6874.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DF6874 DF6874.The Laplace correction was computed from DEFLEC99 derived deflections. DF6874 DF6874.The geoid height was determined by GEOID99. DF6874 DF6874; North East Units Scale Converg. DF6874;SPC MA M - 830,896.372 245,837.299 MT 0.99999850 +0 22 12.2 DF6874;SPC MA M - 2,726,032.51 806,551.21 sFT 0.99999850 +0 22 12.2 DF6874;UTM 19 - 4,621,302.512 337,889.097 MT 0.99992340 -1 17 51.2 DF6874 DF6874 SUPERSEDED SURVEY CONTROL DF6874 DF6874 NGVD 29 - 36.4 (m) 119. (f) H LEVEL DF6874 DF6874.Superseded values are not recommended for survey control. DF6874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DF6874.See file dsdata.txt to determine how the superseded data were derived. DF6874 DF6874_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG3788921303(NAD 83) DF6874_MARKER: DE = TRAVERSE STATION DISK DF6874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF6874_STAMPING: 204 J DF6874_MARK LOGO: MAGS DF6874_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF6874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF6874+STABILITY: SURFACE MOTION DF6874 DF6874 HISTORY - Date Condition Report By DF6874 HISTORY - 1972 MONUMENTED MAGS DF6874 DF6874 STATION DESCRIPTION DF6874 DF6874'DESCRIBED BY MASSACHUSETTS GEODETIC SURVEY 1972 (EBH) DF6874'THE STATION IS LOCATED ABOUT 5.5 KM (3.40 MI) NORTH OF THE NEW BEDFORD DF6874'AIRPORT, 1.4 KM (0.85 MI) SOUTHEAST ALONG STATE ROUTE 140 FROM THE DF6874'FREETOWN-NEW BEDFORD TOWNLINE, IN THE MEDIAN STRIP OF ROUTE 140, JUST DF6874'NORTH OF THE BRIDGE OVER BRALEY ROAD, INTERCHANGE 7, AND IS IN THE DF6874'CITY OF NEW BEDFORD. TO REACH THE STATION FROM THE INTERSECTION OF DF6874'STATE ROUTE 140 AND CHACE ROAD, INTERCHANGE 8, IN FREETOWN, GO SOUTH DF6874'ON ROUTE 140 FOR ABOUT 4.9 KM (3.05 MI) TO THE STATION ON THE LEFT. DF6874'THE STATION IS A DISK SET IN THE TOP OF A SQUARE CONCRETE POST SET DF6874'FLUSH WITH THE GROUND AND IS 17.4 M (57.1 FT) NORTHWEST OF THE DF6874'NORTHWEST END OF THE ROUTE 140 NORTH BOUND BRIDGE, 13.1 M (43.0 FT) DF6874'NORTHEAST OF THE NORTHEAST END OF THE ROUTE 140 SOUTH BOUND BRIDGE, DF6874'6.7 M (22.0 FT) SOUTH OF THE NOSE FORMED BY THE STEEL BEAM GUARD RAIL DF6874'ON THE NORTH SIDE OF THE BRIDGES AND 4.6 M (15.1 FT) WEST OF THE WEST DF6874'EDGE OF ROUTE 140 NORTH BOUND. DF6874' 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 DF6873 *********************************************************************** DF6873 DESIGNATION - 204 K DF6873 PID - DF6873 DF6873 STATE/COUNTY- MA/BRISTOL DF6873 USGS QUAD - DF6873 DF6873 *CURRENT SURVEY CONTROL DF6873 ___________________________________________________________________ DF6873* NAD 83(1996)- 41 44 04.21214(N) 070 57 22.91368(W) ADJUSTED DF6873* NAVD 88 - 31.4 (meters) 103. (feet) VERTCON DF6873 ___________________________________________________________________ DF6873 LAPLACE CORR- 4.05 (seconds) DEFLEC99 DF6873 GEOID HEIGHT- -29.08 (meters) GEOID99 DF6873 DF6873 HORZ ORDER - SECOND DF6873 DF6873.The horizontal coordinates were established by classical geodetic methods DF6873.and adjusted by the National Geodetic Survey in August 2003. DF6873 DF6873.The NAVD 88 height was computed by applying the VERTCON shift value to DF6873.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DF6873 DF6873.The Laplace correction was computed from DEFLEC99 derived deflections. DF6873 DF6873.The geoid height was determined by GEOID99. DF6873 DF6873; North East Units Scale Converg. DF6873;SPC MA M - 831,725.035 245,226.898 MT 0.99999744 +0 21 54.6 DF6873;SPC MA M - 2,728,751.22 804,548.58 sFT 0.99999744 +0 21 54.6 DF6873;UTM 19 - 4,622,148.526 337,303.113 MT 0.99992574 -1 18 09.4 DF6873 DF6873 SUPERSEDED SURVEY CONTROL DF6873 DF6873 NGVD 29 - 31.7 (m) 104. (f) H LEVEL DF6873 DF6873.Superseded values are not recommended for survey control. DF6873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DF6873.See file dsdata.txt to determine how the superseded data were derived. DF6873 DF6873_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG3730322149(NAD 83) DF6873_MARKER: DE = TRAVERSE STATION DISK DF6873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF6873_STAMPING: 204 K DF6873_MARK LOGO: MAGS DF6873_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF6873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF6873+STABILITY: SURFACE MOTION DF6873 DF6873 HISTORY - Date Condition Report By DF6873 HISTORY - 1972 MONUMENTED MAGS DF6873 DF6873 STATION DESCRIPTION DF6873 DF6873'DESCRIBED BY MASSACHUSETTS GEODETIC SURVEY 1972 (EBH) DF6873'THE STATION IS LOCATED ABOUT 6.4 KM (4.00 MI) NORTH OF THE NEW BEDFORD DF6873'AIRPORT, 4.3 KM (2.65 MI) SOUTH OF EAST FREETOWN, 0.3 KM (0.20 MI) DF6873'SOUTHEAST ALONG STATE ROUTE 140 FROM THE FREETOWN-NEW BEDFORD DF6873'TOWNLINE, ON THE WEST SIDE OF ROUTE 140 SOUTH BOUND, AT HIGHWAY DF6873'STATION 230+66 AND IS IN THE CITY OF NEW BEDFORD. TO REACH THE STATION DF6873'FROM THE INTERSECTION OF STATE ROUTE 140 AND CHACE ROAD, INTERCHANGE DF6873'8, IN FREETOWN, GO SOUTH ON ROUTE 140 FOR ABOUT 3.9 KM (2.40 MI) TO DF6873'THE STATION ON THE RIGHT. THE STATION IS A DISK SET IN THE TOP OF A DF6873'SQUARE CONCRETE POST SET FLUSH WITH THE GROUND AND IS 101.8 M (334.0 DF6873'FT) SOUTH OF STATION MARKER 234+00 AND 21.0 M (68.9 FT) WEST OF THE DF6873'WEST EDGE OF ROUTE 140 SOUTH BOUND AND IS ON TOP OF A HIGH BANK. DF6873' 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 DF6872 *********************************************************************** DF6872 DESIGNATION - 204 L DF6872 PID - DF6872 DF6872 STATE/COUNTY- MA/BRISTOL DF6872 USGS QUAD - DF6872 DF6872 *CURRENT SURVEY CONTROL DF6872 ___________________________________________________________________ DF6872* NAD 83(1996)- 41 44 35.22639(N) 070 57 38.14037(W) ADJUSTED DF6872* NAVD 88 - 27.4 (meters) 90. (feet) VERTCON DF6872 ___________________________________________________________________ DF6872 LAPLACE CORR- 4.06 (seconds) DEFLEC99 DF6872 GEOID HEIGHT- -29.08 (meters) GEOID99 DF6872 DF6872 HORZ ORDER - SECOND DF6872 DF6872.The horizontal coordinates were established by classical geodetic methods DF6872.and adjusted by the National Geodetic Survey in August 2003. DF6872 DF6872.The NAVD 88 height was computed by applying the VERTCON shift value to DF6872.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DF6872 DF6872.The Laplace correction was computed from DEFLEC99 derived deflections. DF6872 DF6872.The geoid height was determined by GEOID99. DF6872 DF6872; North East Units Scale Converg. DF6872;SPC MA M - 832,679.639 244,868.973 MT 0.99999624 +0 21 44.4 DF6872;SPC MA M - 2,731,883.12 803,374.29 sFT 0.99999624 +0 21 44.4 DF6872;UTM 19 - 4,623,113.075 336,973.148 MT 0.99992706 -1 18 20.3 DF6872 DF6872 SUPERSEDED SURVEY CONTROL DF6872 DF6872 NGVD 29 - 27.7 (m) 91. (f) H LEVEL DF6872 DF6872.Superseded values are not recommended for survey control. DF6872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DF6872.See file dsdata.txt to determine how the superseded data were derived. DF6872 DF6872_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG3697323113(NAD 83) DF6872_MARKER: DE = TRAVERSE STATION DISK DF6872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF6872_STAMPING: 204 L DF6872_MARK LOGO: MAGS DF6872_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF6872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF6872+STABILITY: SURFACE MOTION DF6872 DF6872 HISTORY - Date Condition Report By DF6872 HISTORY - 1972 MONUMENTED MAGS DF6872 DF6872 STATION DESCRIPTION DF6872 DF6872'DESCRIBED BY MASSACHUSETTS GEODETIC SURVEY 1972 (EBH) DF6872'THE STATION IS LOCATED ABOUT 3.5 KM (2.15 MI) SOUTH OF EAST FREETOWN, DF6872'ON THE WEST SIDE OF STATE ROUTE 140 SOUTH BOUND, AT A SITE WHERE THE DF6872'WATER WORKS AQUADUCT CROSSES ROUTE 140, AT HIGHWAY STATION 21+43 AND DF6872'IS IN THE TOWN OF FREETOWN. TO REACH THE STATION FROM THE INTERSECTION DF6872'OF STATE ROUTE 140 AND CHACE ROAD, INTERCHANGE 8, IN FREETOWN, GO DF6872'SOUTH ON ROUTE 140 FOR ABOUT 2.9 KM (1.80 MI) TO THE STATION ON THE DF6872'RIGHT. THE STATION IS A DISK SET IN THE TOP OF A SQUARE CONCRETE POST DF6872'SET FLUSH WITH THE GROUND AND IS 32.0 M (105.0 FT) NORTHEAST OF A MHB, DF6872'17.4 M (57.1 FT) SOUTH OF STATION MARKER 22+00 AND 2.4 M (7.9 FT) WEST DF6872'OF THE WEST EDGE OF ROUTE 140 SOUTH BOUND. DF6872' 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 DF6871 *********************************************************************** DF6871 DESIGNATION - 204 M DF6871 PID - DF6871 DF6871 STATE/COUNTY- MA/BRISTOL DF6871 USGS QUAD - DF6871 DF6871 *CURRENT SURVEY CONTROL DF6871 ___________________________________________________________________ DF6871* NAD 83(1996)- 41 45 32.23460(N) 070 57 42.78313(W) ADJUSTED DF6871* NAVD 88 - 37.8 (meters) 124. (feet) VERTCON DF6871 ___________________________________________________________________ DF6871 LAPLACE CORR- 4.05 (seconds) DEFLEC99 DF6871 GEOID HEIGHT- -29.06 (meters) GEOID99 DF6871 DF6871 HORZ ORDER - SECOND DF6871 DF6871.The horizontal coordinates were established by classical geodetic methods DF6871.and adjusted by the National Geodetic Survey in August 2003. DF6871 DF6871.The NAVD 88 height was computed by applying the VERTCON shift value to DF6871.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DF6871 DF6871.The Laplace correction was computed from DEFLEC99 derived deflections. DF6871 DF6871.The geoid height was determined by GEOID99. DF6871 DF6871; North East Units Scale Converg. DF6871;SPC MA M - 834,437.755 244,750.602 MT 0.99999408 +0 21 41.3 DF6871;SPC MA M - 2,737,651.20 802,985.93 sFT 0.99999408 +0 21 41.3 DF6871;UTM 19 - 4,624,873.772 336,906.012 MT 0.99992733 -1 18 24.8 DF6871 DF6871 SUPERSEDED SURVEY CONTROL DF6871 DF6871 NGVD 29 - 38.0 (m) 125. (f) H LEVEL DF6871 DF6871.Superseded values are not recommended for survey control. DF6871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DF6871.See file dsdata.txt to determine how the superseded data were derived. DF6871 DF6871_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG3690624874(NAD 83) DF6871_MARKER: DE = TRAVERSE STATION DISK DF6871_SETTING: 66 = SET IN ROCK OUTCROP DF6871_STAMPING: 204 M DF6871_MARK LOGO: MAGS DF6871_MAGNETIC: O = OTHER; SEE DESCRIPTION DF6871_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DF6871+STABILITY: POSITION/ELEVATION WELL DF6871 DF6871 HISTORY - Date Condition Report By DF6871 HISTORY - 1972 MONUMENTED MAGS DF6871 DF6871 STATION DESCRIPTION DF6871 DF6871'DESCRIBED BY MASSACHUSETTS GEODETIC SURVEY 1972 (EBH) DF6871'THE STATION IS LOCATED ABOUT 1.8 KM (1.10 MI) SOUTH OF EAST FREETOWN, DF6871'ON THE WEST SIDE OF STATE ROUTE 140 SOUTH BOUND, AT HIGHWAY STATION DF6871'79+17 AND IS IN THE TOWN OF FREETOWN. TO REACH THE STATION FROM THE DF6871'INTERSECTION OF STATE ROUTE 140 AND CHACE ROAD, INTERCHANGE 8, IN DF6871'FREETOWN, GO SOUTH ON ROUTE 140 FOR ABOUT 1.1 KM (0.70 MI) TO THE DF6871'STATION ON THE RIGHT. THE STATION IS A DISK SET IN A ROCK OUTCROP AND DF6871'IS 86.0 M (282.2 FT) SOUTHERLY FROM STATION MARKER 81+99 AND 12.8 M DF6871'(42.0 FT) WEST OF THE WEST EDGE OF ROUTE 140 SOUTH BOUND. DF6871' 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 DF6870 *********************************************************************** DF6870 DESIGNATION - 204 N DF6870 PID - DF6870 DF6870 STATE/COUNTY- MA/BRISTOL DF6870 USGS QUAD - DF6870 DF6870 *CURRENT SURVEY CONTROL DF6870 ___________________________________________________________________ DF6870* NAD 83(1996)- 41 46 08.85456(N) 070 57 44.27315(W) ADJUSTED DF6870* NAVD 88 - 30.9 (meters) 101. (feet) VERTCON DF6870 ___________________________________________________________________ DF6870 LAPLACE CORR- 4.00 (seconds) DEFLEC99 DF6870 GEOID HEIGHT- -29.04 (meters) GEOID99 DF6870 DF6870 HORZ ORDER - SECOND DF6870 DF6870.The horizontal coordinates were established by classical geodetic methods DF6870.and adjusted by the National Geodetic Survey in August 2003. DF6870 DF6870.The NAVD 88 height was computed by applying the VERTCON shift value to DF6870.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DF6870 DF6870.The Laplace correction was computed from DEFLEC99 derived deflections. DF6870 DF6870.The geoid height was determined by GEOID99. DF6870 DF6870; North East Units Scale Converg. DF6870;SPC MA M - 835,567.323 244,709.060 MT 0.99999274 +0 21 40.3 DF6870;SPC MA M - 2,741,357.13 802,849.64 sFT 0.99999274 +0 21 40.3 DF6870;UTM 19 - 4,626,003.996 336,897.377 MT 0.99992737 -1 18 26.8 DF6870 DF6870 SUPERSEDED SURVEY CONTROL DF6870 DF6870 NGVD 29 - 31.2 (m) 102. (f) H LEVEL DF6870 DF6870.Superseded values are not recommended for survey control. DF6870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DF6870.See file dsdata.txt to determine how the superseded data were derived. DF6870 DF6870_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG3689726004(NAD 83) DF6870_MARKER: DE = TRAVERSE STATION DISK DF6870_SETTING: 0 = UNSPECIFIED SETTING DF6870_STAMPING: 204 N DF6870_MARK LOGO: MAGS DF6870_MAGNETIC: O = OTHER; SEE DESCRIPTION DF6870_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DF6870 DF6870 HISTORY - Date Condition Report By DF6870 HISTORY - 1972 MONUMENTED MAGS DF6870 DF6870 STATION DESCRIPTION DF6870 DF6870'DESCRIBED BY MASSACHUSETTS GEODETIC SURVEY 1972 (EBH) DF6870'THE STATION IS LOCATED ABOUT 0.72 KM (0.45 MI) SOUTHWEST OF FREETOWN, DF6870'IN THE CONCRETE SIDEWALK OF THE CHACE ROAD BRIDGE OVER STATE ROUTE DF6870'140, INTERCHANGE 8, AND IS IN THE TOWN OF FREETOWN. TO REACH THE DF6870'STATION FROM THE INTERSECTION OF COUNTY AND CHACE ROADS IN EAST DF6870'FREETOWN, GO WEST ON CHACE ROAD FOR ABOUT 0.6 KM (0.35 MI) TO THE DF6870'STATION ON THE RIGHT. THE STATION IS A DISK SET IN THE CONCRETE DF6870'SIDEWALK OF THE BRIDGE AND IS 11.1 M (36.4 FT) EAST OF THE WEST END OF DF6870'THE NORTHWEST END POST OF THE BRIDGE AND 0.9 M (3.0 FT) NORTH OF THE DF6870'FACE OF THE GRANITE CURB. DF6870' 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 DF6869 *********************************************************************** DF6869 DESIGNATION - 204 P DF6869 PID - DF6869 DF6869 STATE/COUNTY- MA/BRISTOL DF6869 USGS QUAD - DF6869 DF6869 *CURRENT SURVEY CONTROL DF6869 ___________________________________________________________________ DF6869* NAD 83(1996)- 41 46 48.19195(N) 070 57 43.10499(W) ADJUSTED DF6869* NAVD 88 - 45.9 (meters) 151. (feet) VERTCON DF6869 ___________________________________________________________________ DF6869 LAPLACE CORR- 3.94 (seconds) DEFLEC99 DF6869 GEOID HEIGHT- -29.03 (meters) GEOID99 DF6869 DF6869 HORZ ORDER - SECOND DF6869 DF6869.The horizontal coordinates were established by classical geodetic methods DF6869.and adjusted by the National Geodetic Survey in August 2003. DF6869 DF6869.The NAVD 88 height was computed by applying the VERTCON shift value to DF6869.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DF6869 DF6869.The Laplace correction was computed from DEFLEC99 derived deflections. DF6869 DF6869.The geoid height was determined by GEOID99. DF6869 DF6869; North East Units Scale Converg. DF6869;SPC MA M - 836,781.115 244,728.385 MT 0.99999133 +0 21 41.1 DF6869;SPC MA M - 2,745,339.37 802,913.04 sFT 0.99999133 +0 21 41.1 DF6869;UTM 19 - 4,627,216.632 336,952.038 MT 0.99992715 -1 18 27.0 DF6869 DF6869 SUPERSEDED SURVEY CONTROL DF6869 DF6869 NGVD 29 - 46.1 (m) 151. (f) VERT ANG DF6869 DF6869.Superseded values are not recommended for survey control. DF6869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DF6869.See file dsdata.txt to determine how the superseded data were derived. DF6869 DF6869_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG3695227217(NAD 83) DF6869_MARKER: DE = TRAVERSE STATION DISK DF6869_SETTING: 66 = SET IN ROCK OUTCROP DF6869_STAMPING: 204 P DF6869_MARK LOGO: MAGS DF6869_MAGNETIC: O = OTHER; SEE DESCRIPTION DF6869_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DF6869+STABILITY: POSITION/ELEVATION WELL DF6869 DF6869 HISTORY - Date Condition Report By DF6869 HISTORY - 1972 MONUMENTED MAGS DF6869 DF6869 STATION DESCRIPTION DF6869 DF6869'DESCRIBED BY MASSACHUSETTS GEODETIC SURVEY 1972 (EBH) DF6869'THE STATION IS LOCATED ABOUT 1.1 KM (0.70 MI) NORTH OF THE CHACE ROAD DF6869'BRIDGE OVER STATE ROUTE 140, 0.64 KM (0.40 MI) NORTHWEST OF EAST DF6869'FREETOWN, 0.72 KM (0.45 MI) SOUTH OF THE BRISTOL-PLYMOUTH COUNTY LINE, DF6869'ON TOP OF A HIGH CUT LEDGE ON THE WEST SIDE OF ROUTE 140 SOUTH BOUND DF6869'AND IS IN THE TOWN OF FREETOWN. TO REACH THE STATION FROM THE DF6869'INTERSECTION OF STATE ROUTE 140 AND COUNTY ROAD, INTERCHANGE 9 IN DF6869'LAKEVILLE, GO SOUTH ON ROUTE 140 FOR ABOUT 2.7 KM (1.70 MI) TO THE DF6869'STATION ON THE RIGHT. THE STATION IS A DISK SET IN THE ROCK LEDGE AND DF6869'IS 1.8 M (5.9 FT) WEST OF THE FACE OF THE LEDGE ALONG THE HIGHWAY. DF6869' 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 DF6861 *********************************************************************** DF6861 DESIGNATION - 204 X DF6861 PID - DF6861 DF6861 STATE/COUNTY- MA/BRISTOL DF6861 USGS QUAD - WESTPORT (1977) DF6861 DF6861 *CURRENT SURVEY CONTROL DF6861 ___________________________________________________________________ DF6861* NAD 83(1996)- 41 50 27.22500(N) 071 00 34.39177(W) ADJUSTED DF6861* NAVD 88 - 35.7 (meters) 117. (feet) VERTCON DF6861 ___________________________________________________________________ DF6861 LAPLACE CORR- 3.02 (seconds) DEFLEC99 DF6861 GEOID HEIGHT- -28.99 (meters) GEOID99 DF6861 DF6861 HORZ ORDER - SECOND DF6861 DF6861.The horizontal coordinates were established by classical geodetic methods DF6861.and adjusted by the National Geodetic Survey in August 2003. DF6861 DF6861.The NAVD 88 height was computed by applying the VERTCON shift value to DF6861.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DF6861 DF6861.The Laplace correction was computed from DEFLEC99 derived deflections. DF6861 DF6861.The geoid height was determined by GEOID99. DF6861 DF6861; North East Units Scale Converg. DF6861;SPC MA M - 843,514.826 240,734.079 MT 0.99998415 +0 19 46.0 DF6861;SPC MA M - 2,767,431.56 789,808.39 sFT 0.99998415 +0 19 46.0 DF6861;UTM 19 - 4,634,063.499 333,155.817 MT 0.99994255 -1 20 26.9 DF6861 DF6861 SUPERSEDED SURVEY CONTROL DF6861 DF6861 NGVD 29 - 35.9 (m) 118. (f) H LEVEL DF6861 DF6861.Superseded values are not recommended for survey control. DF6861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DF6861.See file dsdata.txt to determine how the superseded data were derived. DF6861 DF6861_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG3315634063(NAD 83) DF6861_MARKER: DE = TRAVERSE STATION DISK DF6861_SETTING: 0 = UNSPECIFIED SETTING DF6861_STAMPING: 204 X DF6861_MARK LOGO: MAGS DF6861_MAGNETIC: O = OTHER; SEE DESCRIPTION DF6861_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DF6861 DF6861 HISTORY - Date Condition Report By DF6861 HISTORY - 1972 MONUMENTED MAGS DF6861 DF6861 STATION DESCRIPTION DF6861 DF6861'DESCRIBED BY MASSACHUSETTS GEODETIC SURVEY 1972 (EBH) DF6861'THE STATION IS LOCATED ABOUT 5.3 KM (3.30 MI) SOUTH-SOUTHEAST OF EAST DF6861'TAUNTON, 0.3 KM (0.20 MI) NORTHWEST OF THE LAKEVILLE-TAUNTON TOWNLINE, DF6861'ON TOP OF THE NORTHWEST END POST OF THE STATE ROUTE 140 SOUTH BOUND DF6861'BRIDGE OVER STATE ROUTE 79 AND IS IN THE CITY OF TAUNTON. TO REACH THE DF6861'STATION FROM THE JUNCTION OF STATE ROUTES 24 AND 140, ABOUT 3 MILES DF6861'SOUTHEAST OF THE TAUNTON COURTHOUSE, GO SOUTHEAST ON ROUTE 140 FOR DF6861'ABOUT 5.2 KM (3.25 MI) TO THE STATION ON THE RIGHT. THE STATION IS A DF6861'DISK SET IN THE NORTHWEST CONCRETE END POST OF THE BRIDGE. DF6861' 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 DF6860 *********************************************************************** DF6860 DESIGNATION - 204 Y DF6860 PID - DF6860 DF6860 STATE/COUNTY- MA/BRISTOL DF6860 USGS QUAD - WESTPORT (1977) DF6860 DF6860 *CURRENT SURVEY CONTROL DF6860 ___________________________________________________________________ DF6860* NAD 83(1996)- 41 51 36.63934(N) 071 02 15.17461(W) ADJUSTED DF6860* NAVD 88 - 39.1 (meters) 128. (feet) VERTCON DF6860 ___________________________________________________________________ DF6860 LAPLACE CORR- 2.19 (seconds) DEFLEC99 DF6860 GEOID HEIGHT- -28.98 (meters) GEOID99 DF6860 DF6860 HORZ ORDER - SECOND DF6860 DF6860.The horizontal coordinates were established by classical geodetic methods DF6860.and adjusted by the National Geodetic Survey in August 2003. DF6860 DF6860.The NAVD 88 height was computed by applying the VERTCON shift value to DF6860.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DF6860 DF6860.The Laplace correction was computed from DEFLEC99 derived deflections. DF6860 DF6860.The geoid height was determined by GEOID99. DF6860 DF6860; North East Units Scale Converg. DF6860;SPC MA M - 845,643.403 238,397.345 MT 0.99998211 +0 18 38.3 DF6860;SPC MA M - 2,774,415.06 782,141.96 sFT 0.99998211 +0 18 38.3 DF6860;UTM 19 - 4,636,259.210 330,882.208 MT 0.99995195 -1 21 36.0 DF6860 DF6860 SUPERSEDED SURVEY CONTROL DF6860 DF6860 NGVD 29 - 39.4 (m) 129. (f) H LEVEL DF6860 DF6860.Superseded values are not recommended for survey control. DF6860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DF6860.See file dsdata.txt to determine how the superseded data were derived. DF6860 DF6860_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG3088236259(NAD 83) DF6860_MARKER: DE = TRAVERSE STATION DISK DF6860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF6860_STAMPING: 204 Y DF6860_MARK LOGO: MAGS DF6860_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DF6860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF6860+STABILITY: SURFACE MOTION DF6860 DF6860 HISTORY - Date Condition Report By DF6860 HISTORY - 1972 MONUMENTED MAGS DF6860 DF6860 STATION DESCRIPTION DF6860 DF6860'DESCRIBED BY MASSACHUSETTS GEODETIC SURVEY 1972 (EBH) DF6860'THE STATION IS LOCATED ABOUT 2.9 KM (1.80 MI) SOUTH OF EAST TAUNTON, DF6860'2.0 KM (1.25 MI) SOUTHEAST OF THE JUNCTION OF STATE ROUTES 24 AND 140, DF6860'ON THE NORTHEAST SIDE OF ROUTE 140, AT HIGHWAY STATION 114+00 AND IS DF6860'IN THE CITY OF TAUNTON. TO REACH THE STATION FROM THE JUNCTION OF DF6860'STATE ROUTES 79 AND 140, ABOUT 1.2 MILES NORTHEAST OF MYRICKS, GO DF6860'NORTHWEST ON ROUTE 140 FOR ABOUT 3.2 KM (2.00 MI) TO THE STATION ON DF6860'THE RIGHT. THE STATION IS A DISK SET IN THE TOP OF A SQUARE CONCRETE DF6860'POST SET FLUSH WITH THE GROUND AND IS 30.5 M (100.1 FT) SOUTHEAST OF DF6860'STATION MARKER 115, 24.7 M (81.0 FT) WEST OF THE WIRE FENCE ALONG THE DF6860'RIGHT OF WAY PROPERTY AND 3.0 M (9.8 FT) EAST OF THE EAST EDGE OF DF6860'ROUTE 140 NORTH BOUND. DF6860' 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 DF6859 *********************************************************************** DF6859 DESIGNATION - 204 Z DF6859 PID - DF6859 DF6859 STATE/COUNTY- MA/BRISTOL DF6859 USGS QUAD - WESTPORT (1977) DF6859 DF6859 *CURRENT SURVEY CONTROL DF6859 ___________________________________________________________________ DF6859* NAD 83(1996)- 41 52 01.07957(N) 071 02 54.64053(W) ADJUSTED DF6859* NAVD 88 - 21.8 (meters) 72. (feet) VERTCON DF6859 ___________________________________________________________________ DF6859 LAPLACE CORR- 2.01 (seconds) DEFLEC99 DF6859 GEOID HEIGHT- -28.98 (meters) GEOID99 DF6859 DF6859 HORZ ORDER - SECOND DF6859 DF6859.The horizontal coordinates were established by classical geodetic methods DF6859.and adjusted by the National Geodetic Survey in August 2003. DF6859 DF6859.The NAVD 88 height was computed by applying the VERTCON shift value to DF6859.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) DF6859 DF6859.The Laplace correction was computed from DEFLEC99 derived deflections. DF6859 DF6859.The geoid height was determined by GEOID99. DF6859 DF6859; North East Units Scale Converg. DF6859;SPC MA M - 846,392.556 237,483.125 MT 0.99998141 +0 18 11.8 DF6859;SPC MA M - 2,776,872.91 779,142.55 sFT 0.99998141 +0 18 11.8 DF6859;UTM 19 - 4,637,034.677 329,990.244 MT 0.99995567 -1 22 03.0 DF6859 DF6859 SUPERSEDED SURVEY CONTROL DF6859 DF6859 NGVD 29 - 22.0 (m) 72. (f) H LEVEL DF6859 DF6859.Superseded values are not recommended for survey control. DF6859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DF6859.See file dsdata.txt to determine how the superseded data were derived. DF6859 DF6859_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG2999037035(NAD 83) DF6859_MARKER: DE = TRAVERSE STATION DISK DF6859_SETTING: 0 = UNSPECIFIED SETTING DF6859_STAMPING: 204 Z DF6859_MARK LOGO: MAGS DF6859_MAGNETIC: O = OTHER; SEE DESCRIPTION DF6859_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DF6859 DF6859 HISTORY - Date Condition Report By DF6859 HISTORY - 1972 MONUMENTED MAGS DF6859 DF6859 STATION DESCRIPTION DF6859 DF6859'DESCRIBED BY MASSACHUSETTS GEODETIC SURVEY 1972 (EBH) DF6859'THE STATION IS LOCATED ABOUT 5.3 KM (3.30 MI) SOUTHEAST OF THE TAUNTON DF6859'COURTHOUSE, 2.6 KM (1.60 MI) SOUTHWEST OF EAST TAUNTON, ON TOP OF THE DF6859'NORTHWEST END POST OF THE STEVENS STREET BRIDGE OVER STATE ROUTE 140 DF6859'AND IS IN THE CITY OF TAUNTON. TO REACH THE STATION FROM THE JUNCTION DF6859'OF STATE ROUTES 24 AND 140, ABOUT 3 MILES SOUTHEAST OF THE TAUNTON DF6859'COURTHOUSE, GO SOUTHEAST ON ROUTE 140 FOR ABOUT 0.8 KM (0.50 MI) TO DF6859'THE STEVENS STREET EXIT. FOLLOW THE EXIT RAMP AROUND TO THE STATION AS DF6859'DESCRIBED. THE STATION IS A DISK SET IN TOP OF THE NORTHWEST CONCRETE DF6859'END POST OF THE BRIDGE. DF6859' 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 DF7269 *********************************************************************** DF7269 DESIGNATION - 59 H DF7269 PID - DF7269 DF7269 STATE/COUNTY- MA/BRISTOL DF7269 USGS QUAD - DF7269 DF7269 *CURRENT SURVEY CONTROL DF7269 ___________________________________________________________________ DF7269* NAD 83(1986)- 41 46 40. (N) 070 54 24. (W) SCALED DF7269* NAVD 88 - 29.407 (meters) 96.48 (feet) ADJUSTED DF7269 ___________________________________________________________________ DF7269 GEOID HEIGHT- -28.93 (meters) GEOID99 DF7269 DYNAMIC HT - 29.399 (meters) 96.45 (feet) COMP DF7269 MODELED GRAV- 980,320.3 (mgal) NAVD 88 DF7269 DF7269 VERT ORDER - FIRST CLASS II DF7269 DF7269.The horizontal coordinates were scaled from a topographic map and have DF7269.an estimated accuracy of +/- 6 seconds. DF7269 DF7269.The orthometric height was determined by differential leveling DF7269.and adjusted by the National Geodetic Survey in August 2003. DF7269 DF7269.The geoid height was determined by GEOID99. DF7269 DF7269.The dynamic height is computed by dividing the NAVD 88 DF7269.geopotential number by the normal gravity value computed on the DF7269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DF7269.degrees latitude (g = 980.6199 gals.). DF7269 DF7269.The modeled gravity was interpolated from observed gravity values. DF7269 DF7269; North East Units Estimated Accuracy DF7269;SPC MA M - 836,560. 249,330. MT (+/- 180 meters Scaled) DF7269 DF7269 SUPERSEDED SURVEY CONTROL DF7269 DF7269.No superseded survey control is available for this station. DF7269 DF7269_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG415268(NAD 83) DF7269_MARKER: DD = SURVEY DISK DF7269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF7269_STAMPING: 59 H DF7269_MARK LOGO: CGS+SS DF7269_MAGNETIC: N = NO MAGNETIC MATERIAL DF7269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF7269+STABILITY: SURFACE MOTION DF7269_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DF7269+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2003 DF7269 DF7269 HISTORY - Date Condition Report By DF7269 HISTORY - UNK MONUMENTED MAGS DF7269 HISTORY - 20030316 GOOD NGS DF7269 DF7269 STATION DESCRIPTION DF7269 DF7269'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (JMW) DF7269'9.6 KM NORTHERLY ALONG STATE HIGHWAY 18 FROM THE JUNCTION OF DF7269'INTERSTATE HIGHWAY IN DF7269'NEW BEDFORD, THENCE 2.8 KM EASTERLY ALONG PECKHAM ROAD, THENCE 1.5 KM DF7269'EASTERLY ALONG DF7269'LAKE STREET, THENCE 4.4 KM NORTHERLY ALONG STATE HIGHWAY 105, 12.0 M DF7269'NORTH OF THE DF7269'EXTENDED CENTER OF A DRIVEWAY AT HOUSE NUMBER 305, 5.2 M EAST OF THE DF7269'HIGHWAY DF7269'CENTERLINE, 0.5 M SOUTH OF A WITNESS POST, 0.4 M WEST OF THE WEST FACE DF7269'OF A ROCK WALL, 0.3 DF7269'M ABOVE THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE DF7269'GROUND SURFACE. DF7269'NOTE--THE MARK IS ON THE HIGHWAY RIGHT-OF-WAY. DF7269' DF7269' DF7269' DF7269' DF7269' DF7269' 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 DF7268 *********************************************************************** DF7268 DESIGNATION - 59 K DF7268 PID - DF7268 DF7268 STATE/COUNTY- MA/BRISTOL DF7268 USGS QUAD - DF7268 DF7268 *CURRENT SURVEY CONTROL DF7268 ___________________________________________________________________ DF7268* NAD 83(1986)- 41 46 10. (N) 070 54 22. (W) SCALED DF7268* NAVD 88 - 24.522 (meters) 80.45 (feet) ADJUSTED DF7268 ___________________________________________________________________ DF7268 GEOID HEIGHT- -28.94 (meters) GEOID99 DF7268 DYNAMIC HT - 24.515 (meters) 80.43 (feet) COMP DF7268 MODELED GRAV- 980,319.9 (mgal) NAVD 88 DF7268 DF7268 VERT ORDER - FIRST CLASS II DF7268 DF7268.The horizontal coordinates were scaled from a topographic map and have DF7268.an estimated accuracy of +/- 6 seconds. DF7268 DF7268.The orthometric height was determined by differential leveling DF7268.and adjusted by the National Geodetic Survey in August 2003. DF7268 DF7268.The geoid height was determined by GEOID99. DF7268 DF7268.The dynamic height is computed by dividing the NAVD 88 DF7268.geopotential number by the normal gravity value computed on the DF7268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DF7268.degrees latitude (g = 980.6199 gals.). DF7268 DF7268.The modeled gravity was interpolated from observed gravity values. DF7268 DF7268; North East Units Estimated Accuracy DF7268;SPC MA M - 835,630. 249,380. MT (+/- 180 meters Scaled) DF7268 DF7268 SUPERSEDED SURVEY CONTROL DF7268 DF7268.No superseded survey control is available for this station. DF7268 DF7268_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG415259(NAD 83) DF7268_MARKER: DD = SURVEY DISK DF7268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF7268_STAMPING: 59 K DF7268_MARK LOGO: CGS+SS DF7268_MAGNETIC: N = NO MAGNETIC MATERIAL DF7268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF7268+STABILITY: SURFACE MOTION DF7268_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DF7268+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2003 DF7268 DF7268 HISTORY - Date Condition Report By DF7268 HISTORY - UNK MONUMENTED MAGS DF7268 HISTORY - 20030316 GOOD NGS DF7268 DF7268 STATION DESCRIPTION DF7268 DF7268'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (JMW) DF7268'9.6 KM NORTHERLY ALONG STATE HIGHWAY 18 FROM THE JUNCTION OF DF7268'INTERSTATE HIGHWAY IN DF7268'NEW BEDFORD, THENCE 2.8 KM EASTERLY ALONG PECKHAM ROAD, THENCE 1.5 KM DF7268'EASTERLY ALONG DF7268'LAKE STREET, THENCE 3.6 KM NORTHERLY ALONG STATE HIGHWAY 105, 13.6 M DF7268'EAST OF THE DF7268'HIGHWAY CENTERLINE, 3.6 M SOUTH OF THE CENTER OF FEATHERBED LANE, 1.8 DF7268'M WEST OF A SIGN DF7268'(DEAD END), 0.5 M NORTH OF A WITNESS POST 0.4 M BELOW THE LEVEL OF THE DF7268'LANE, AND THE DF7268'MONUMENT IS RECESSED 0.3 M BELOW THE GROUND SURFACE. NOTE--THE MARK DF7268'IS ON DF7268'THE LANE RIGHT-OF-WAY. DF7268' DF7268' DF7268' DF7268' DF7268' 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 DF7267 *********************************************************************** DF7267 DESIGNATION - 59 M DF7267 PID - DF7267 DF7267 STATE/COUNTY- MA/BRISTOL DF7267 USGS QUAD - DF7267 DF7267 *CURRENT SURVEY CONTROL DF7267 ___________________________________________________________________ DF7267* NAD 83(1986)- 41 45 29. (N) 070 54 16. (W) SCALED DF7267* NAVD 88 - 41.805 (meters) 137.16 (feet) ADJUSTED DF7267 ___________________________________________________________________ DF7267 GEOID HEIGHT- -28.96 (meters) GEOID99 DF7267 DYNAMIC HT - 41.792 (meters) 137.11 (feet) COMP DF7267 MODELED GRAV- 980,319.2 (mgal) NAVD 88 DF7267 DF7267 VERT ORDER - FIRST CLASS II DF7267 DF7267.The horizontal coordinates were scaled from a topographic map and have DF7267.an estimated accuracy of +/- 6 seconds. DF7267 DF7267.The orthometric height was determined by differential leveling DF7267.and adjusted by the National Geodetic Survey in August 2003. DF7267 DF7267.The geoid height was determined by GEOID99. DF7267 DF7267.The dynamic height is computed by dividing the NAVD 88 DF7267.geopotential number by the normal gravity value computed on the DF7267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DF7267.degrees latitude (g = 980.6199 gals.). DF7267 DF7267.The modeled gravity was interpolated from observed gravity values. DF7267 DF7267; North East Units Estimated Accuracy DF7267;SPC MA M - 834,370. 249,530. MT (+/- 180 meters Scaled) DF7267 DF7267 SUPERSEDED SURVEY CONTROL DF7267 DF7267.No superseded survey control is available for this station. DF7267 DF7267_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG416246(NAD 83) DF7267_MARKER: DD = SURVEY DISK DF7267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF7267_STAMPING: 59 M 138.10 DF7267_MARK LOGO: CGS+SS DF7267_MAGNETIC: N = NO MAGNETIC MATERIAL DF7267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF7267+STABILITY: SURFACE MOTION DF7267_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DF7267+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2003 DF7267 DF7267 HISTORY - Date Condition Report By DF7267 HISTORY - UNK MONUMENTED MAGS DF7267 HISTORY - 20030316 GOOD NGS DF7267 DF7267 STATION DESCRIPTION DF7267 DF7267'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (JMW) DF7267'9.6 KM NORTHERLY ALONG STATE HIGHWAY 18 FROM THE JUNCTION OF DF7267'INTERSTATE HIGHWAY IN DF7267'NEW BEDFORD, THENCE 2.8 KM EASTERLY ALONG PECKHAM ROAD, THENCE 1.5 KM DF7267'EASTERLY ALONG DF7267'LAKE STREET, THENCE 2.0 KM NORTHERLY ALONG STATE HIGHWAY 105, 24.4 M DF7267'SOUTH OF THE DF7267'CENTER OF A DRIVEWAY AT HOUSE NUMBER 1540, 6.2 M EAST OF THE HIGHWAY DF7267'CENTERLINE, 0.9 M DF7267'WEST OF A WALL, 0.7 M EAST OF THE STONE MILEPOST 9, 0.3 M BELOW THE DF7267'LEVEL OF THE HIGHWAY, DF7267'AND THE MONUMENT IS RECESSED 0.1 M BELOW THE GROUND SURFACE. DF7267'NOTE--THE MARK IS ON DF7267'THE HIGHWAY RIGHT-OF-WAY. DF7267' DF7267' DF7267' DF7267' 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 DF7266 *********************************************************************** DF7266 DESIGNATION - 59 P DF7266 PID - DF7266 DF7266 STATE/COUNTY- MA/BRISTOL DF7266 USGS QUAD - DF7266 DF7266 *CURRENT SURVEY CONTROL DF7266 ___________________________________________________________________ DF7266* NAD 83(1986)- 41 45 06. (N) 070 54 15. (W) SCALED DF7266* NAVD 88 - 36.481 (meters) 119.69 (feet) ADJUSTED DF7266 ___________________________________________________________________ DF7266 GEOID HEIGHT- -28.97 (meters) GEOID99 DF7266 DYNAMIC HT - 36.470 (meters) 119.65 (feet) COMP DF7266 MODELED GRAV- 980,318.6 (mgal) NAVD 88 DF7266 DF7266 VERT ORDER - FIRST CLASS II DF7266 DF7266.The horizontal coordinates were scaled from a topographic map and have DF7266.an estimated accuracy of +/- 6 seconds. DF7266 DF7266.The orthometric height was determined by differential leveling DF7266.and adjusted by the National Geodetic Survey in August 2003. DF7266 DF7266.The geoid height was determined by GEOID99. DF7266 DF7266.The dynamic height is computed by dividing the NAVD 88 DF7266.geopotential number by the normal gravity value computed on the DF7266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DF7266.degrees latitude (g = 980.6199 gals.). DF7266 DF7266.The modeled gravity was interpolated from observed gravity values. DF7266 DF7266; North East Units Estimated Accuracy DF7266;SPC MA M - 833,660. 249,560. MT (+/- 180 meters Scaled) DF7266 DF7266 SUPERSEDED SURVEY CONTROL DF7266 DF7266.No superseded survey control is available for this station. DF7266 DF7266_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG416239(NAD 83) DF7266_MARKER: DD = SURVEY DISK DF7266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF7266_STAMPING: 59 P 120.66 DF7266_MARK LOGO: CGS+SS DF7266_MAGNETIC: N = NO MAGNETIC MATERIAL DF7266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF7266+STABILITY: SURFACE MOTION DF7266_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DF7266+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2003 DF7266 DF7266 HISTORY - Date Condition Report By DF7266 HISTORY - UNK MONUMENTED MAGS DF7266 HISTORY - 20030316 GOOD NGS DF7266 DF7266 STATION DESCRIPTION DF7266 DF7266'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (JMW) DF7266'9.6 KM NORTHERLY ALONG STATE HIGHWAY 18 FROM THE JUNCTION OF DF7266'INTERSTATE HIGHWAY IN DF7266'NEW BEDFORD, THENCE 2.8 KM EASTERLY ALONG PECKHAM ROAD, THENCE 1.5 KM DF7266'EASTERLY ALONG DF7266'LAKE STREET, THENCE 1.5 KM NORTHERLY ALONG STATE HIGHWAY 105, 21.3 M DF7266'NORTH OF UTILITY DF7266'POLE NUMBER 20-242, 7.5 M SOUTHEAST OF THE SOUTHEAST CORNER OF HOUSE DF7266'NUMBER 1461, 5.5 M DF7266'WEST OF THE HIGHWAY CENTERLINE, 1.0 M EAST OF A ROCK WALL, AND THE DF7266'MONUMENT IS DF7266'RECESSED 0.1 M BELOW THE GROUND SURFACE. NOTE--THE MARK IS ON THE DF7266'HIGHWAY DF7266'RIGHT-OF-WAY. DF7266' DF7266' DF7266' 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 LW5847 *********************************************************************** LW5847 DESIGNATION - 80 BAA LW5847 PID - LW5847 LW5847 STATE/COUNTY- MA/BRISTOL LW5847 USGS QUAD - WESTPORT (1977) LW5847 LW5847 *CURRENT SURVEY CONTROL LW5847 ___________________________________________________________________ LW5847* NAD 83(1996)- 41 52 18.99790(N) 071 03 20.04028(W) ADJUSTED LW5847* NAVD 88 - 19.04 (+/-2cm) 62.5 (feet) VERTCON LW5847 ___________________________________________________________________ LW5847 LAPLACE CORR- 1.91 (seconds) DEFLEC99 LW5847 GEOID HEIGHT- -28.97 (meters) GEOID99 LW5847 LW5847 HORZ ORDER - SECOND LW5847 VERT ORDER - THIRD ? (See Below) LW5847 LW5847.The horizontal coordinates were established by classical geodetic methods LW5847.and adjusted by the National Geodetic Survey in June 1998. LW5847 LW5847.The NAVD 88 height was computed by applying the VERTCON shift value to LW5847.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) LW5847.The vertical order pertains to the superseded datum. LW5847 LW5847.The Laplace correction was computed from DEFLEC99 derived deflections. LW5847 LW5847.The geoid height was determined by GEOID99. LW5847 LW5847; North East Units Scale Converg. LW5847;SPC MA M - 846,942.296 236,894.495 MT 0.99998091 +0 17 54.7 LW5847;SPC MA M - 2,778,676.52 777,211.36 sFT 0.99998091 +0 17 54.7 LW5847;UTM 19 - 4,637,601.332 329,417.907 MT 0.99995807 -1 22 20.5 LW5847 LW5847 SUPERSEDED SURVEY CONTROL LW5847 LW5847 NAD 83(1992)- 41 52 18.99633(N) 071 03 20.03930(W) AD( ) 2 LW5847 NAD 83(1986)- 41 52 18.99493(N) 071 03 20.03835(W) AD( ) 2 LW5847 NGVD 29 - 19.29 (m) 63.3 (f) LEVELING 3 LW5847 LW5847.Superseded values are not recommended for survey control. LW5847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LW5847.See file dsdata.txt to determine how the superseded data were derived. LW5847 LW5847_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG2941837601(NAD 83) LW5847_MARKER: DE = TRAVERSE STATION DISK LW5847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT LW5847_STAMPING: 80 BAA LW5847_MARK LOGO: MAGS LW5847_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT LW5847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LW5847+STABILITY: SURFACE MOTION LW5847 LW5847 HISTORY - Date Condition Report By LW5847 HISTORY - 1963 MONUMENTED MAGS LW5847 HISTORY - 19920224 GOOD MAGS LW5847 LW5847 STATION DESCRIPTION LW5847 LW5847'DESCRIBED BY MASSACHUSETTS GEODETIC SURVEY 1963 LW5847'THE STATION IS LOCATED ABOUT 4.3 KM (2.65 MI) SOUTHEAST OF THE TAUNTON LW5847'CITY HALL, 2.5 KM (1.55 MI) SOUTHWEST OF EAST TAUNTON, IN THE CONCRETE LW5847'CENTER STRIP OF THE STATE ROUTE 24 BRIDGE OVER STATE ROUTE 140 AND IS LW5847'IN THE CITY OF TAUNTON. LW5847'TO REACH THE STATION FROM THE JUNCTION OF US ROUTE 44 AND STATE ROUTE LW5847'24, EAST OF TAUNTON, GO SOUTH ON ROUTE 24 FOR ABOUT 3.9 KM (2.40 MI) LW5847'TO THE STATION ON THE LEFT. LW5847'THE STATION IS A DISK SET IN THE CONCRETE STRIP OF BRIDGE AND IS 34.0 LW5847'M (111.5 FT) SOUTH OF THE NORTH END OF THE CONCRETE STRIP AND 4.2 M LW5847'(13.8 FT) NORTH OF THE SOUTH END OF THE STRIP. LW5847 LW5847 STATION RECOVERY (1992) LW5847 LW5847'RECOVERY NOTE BY MASSACHUSETTS GEODETIC SURVEY 1992 (DCA) LW5847'RECOVERED AS DESCRIBED. THE STATION WAS RECOVERED AS DESCRIBED ON THE LW5847'JOB CODE AV PROJECT. LW5847' 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 DF7271 *********************************************************************** DF7271 DESIGNATION - ACU1 A DF7271 PID - DF7271 DF7271 STATE/COUNTY- MA/BRISTOL DF7271 USGS QUAD - DF7271 DF7271 *CURRENT SURVEY CONTROL DF7271 ___________________________________________________________________ DF7271* NAD 83(1986)- 41 44 18. (N) 070 53 04. (W) SCALED DF7271* NAVD 88 - 27.566 (meters) 90.44 (feet) ADJUSTED DF7271 ___________________________________________________________________ DF7271 GEOID HEIGHT- -28.95 (meters) GEOID99 DF7271 DYNAMIC HT - 27.557 (meters) 90.41 (feet) COMP DF7271 MODELED GRAV- 980,318.7 (mgal) NAVD 88 DF7271 DF7271 VERT ORDER - FIRST CLASS II DF7271 DF7271.The horizontal coordinates were scaled from a topographic map and have DF7271.an estimated accuracy of +/- 6 seconds. DF7271 DF7271.The orthometric height was determined by differential leveling DF7271.and adjusted by the National Geodetic Survey in August 2003. DF7271 DF7271.The geoid height was determined by GEOID99. DF7271 DF7271.The dynamic height is computed by dividing the NAVD 88 DF7271.geopotential number by the normal gravity value computed on the DF7271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DF7271.degrees latitude (g = 980.6199 gals.). DF7271 DF7271.The modeled gravity was interpolated from observed gravity values. DF7271 DF7271; North East Units Estimated Accuracy DF7271;SPC MA M - 832,190. 251,210. MT (+/- 180 meters Scaled) DF7271 DF7271 SUPERSEDED SURVEY CONTROL DF7271 DF7271.No superseded survey control is available for this station. DF7271 DF7271_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG432224(NAD 83) DF7271_MARKER: F = FLANGE-ENCASED ROD DF7271_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) DF7271_STAMPING: ACU1 A 2003 DF7271_MARK LOGO: NGS DF7271_PROJECTION: FLUSH DF7271_MAGNETIC: I = MARKER IS A STEEL ROD DF7271_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF7271_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF7271+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2003 DF7271_ROD/PIPE-DEPTH: 4.2 meters DF7271_SLEEVE-DEPTH : 0.9 meters DF7271 DF7271 HISTORY - Date Condition Report By DF7271 HISTORY - 20030315 MONUMENTED NGS DF7271 DF7271 STATION DESCRIPTION DF7271 DF7271'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (JMW) DF7271'9.3 KM NORTHERLY ALONG STATE HIGHWAY 18 FROM THE JUNCTION OF DF7271'INTERSTATE HIGHWAY 195 IN DF7271'NEW BEDFORD, THENCE 2.8 KM EASTERLY ALONG PECKHAM ROAD, THENCE 1.5 KM DF7271'EASTERLY ALONG DF7271'LAKE STREET, THENCE 1.4 KM SOUTH THEN EAST ALONG STATE HIGHWAY 105, DF7271'11.7 M NORTH OF THE DF7271'HIGHWAY CENTERLINE, 10.4 M SOUTH OF A GATE, 0.7 M EAST OF A FENCE, 0.6 DF7271'M NORTH OF A DF7271'WITNESS POST, AND 0.5 M ABOVE THE LEVEL OF THE HIGHWAY. NOTE--ACCESS DF7271'TO THE DATUM POINT DF7271'IS THROUGH A 5-INCH LOGO CAP. THE MARK IS ON PROPERTY LEASED BY THE DF7271'U.S. COAST GUARD. DF7271'THIS IS A NDGPS CORS SITE REFERENCE MARK. DF7271'NOTE--THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A DF7271'MARK. DF7271' DF7271' DF7271' DF7271' DF7271' 1 National Geodetic Survey, Retrieval Date = SEPTEMBER 3, 2003 DF7272 *********************************************************************** DF7272 DESIGNATION - ACU1 B DF7272 PID - DF7272 DF7272 STATE/COUNTY- MA/BRISTOL DF7272 USGS QUAD - DF7272 DF7272 *CURRENT SURVEY CONTROL DF7272 ___________________________________________________________________ DF7272* NAD 83(1986)- 41 44 29. (N) 070 53 48. (W) SCALED DF7272* NAVD 88 - 23.856 (meters) 78.27 (feet) ADJUSTED DF7272 ___________________________________________________________________ DF7272 GEOID HEIGHT- -28.97 (meters) GEOID99 DF7272 DYNAMIC HT - 23.848 (meters) 78.24 (feet) COMP DF7272 MODELED GRAV- 980,318.3 (mgal) NAVD 88 DF7272 DF7272 VERT ORDER - FIRST CLASS II DF7272 DF7272.The horizontal coordinates were scaled from a topographic map and have DF7272.an estimated accuracy of +/- 6 seconds. DF7272 DF7272.The orthometric height was determined by differential leveling DF7272.and adjusted by the National Geodetic Survey in August 2003. DF7272 DF7272.The geoid height was determined by GEOID99. DF7272 DF7272.The dynamic height is computed by dividing the NAVD 88 DF7272.geopotential number by the normal gravity value computed on the DF7272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DF7272.degrees latitude (g = 980.6199 gals.). DF7272 DF7272.The modeled gravity was interpolated from observed gravity values. DF7272 DF7272; North East Units Estimated Accuracy DF7272;SPC MA M - 832,520. 250,190. MT (+/- 180 meters Scaled) DF7272 DF7272 SUPERSEDED SURVEY CONTROL DF7272 DF7272.No superseded survey control is available for this station. DF7272 DF7272_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCG422228(NAD 83) DF7272_MARKER: F = FLANGE-ENCASED ROD DF7272_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) DF7272_STAMPING: ACU1 B 2003 DF7272_MARK LOGO: NGS DF7272_PROJECTION: FLUSH DF7272_MAGNETIC: I = MARKER IS A STEEL ROD DF7272_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF7272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF7272+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2003 DF7272_ROD/PIPE-DEPTH: 13.0 meters DF7272_SLEEVE-DEPTH : 0.9 meters DF7272 DF7272 HISTORY - Date Condition Report By DF7272 HISTORY - 20030315 MONUMENTED NGS DF7272 DF7272 STATION DESCRIPTION DF7272 DF7272'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (JMW) DF7272'9.3 KM NORTHERLY ALONG STATE HIGHWAY 18 FROM THE JUNCTION OF DF7272'INTERSTATE HIGHWAY 195 IN DF7272'NEW BEDFORD, THENCE 2.8 KM EASTERLY ALONG PECKHAM ROAD, THENCE 1.5 KM DF7272'EASTERLY ALONG DF7272'LAKE STREET, THENCE 0.05 KM NORTHERLY ALONG STATE HIGHWAY 105. 66.6 M DF7272'EAST OF THE DF7272'HIGHWAY CENTERLINE, 26.8 M EAST OF UTILITY POLE NUMBER 275-1 WITH A DF7272'GUY CABLE, 5.3 M NORTH DF7272'OF THE CENTER OF DAVIS FARM ROAD, 1.1 M NORTH OF THE NORTH EDGE OF THE DF7272'ROAD, 0.5 M SOUTH DF7272'OF A WITNESS POST, AND 0.3 M BELOW THE LEVEL OF THE ROAD. DF7272'NOTE--ACCESS TO THE DATUM DF7272'POINT IS THROUGH A 5-INCH LOGO CAP. THE MARK IS ON THE COUNTY ROAD DF7272'RIGHT-OF-WAY. THIS IS DF7272'A NDGPS CORS SITE REFERENCE MARK. DF7272'NOTE--THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATION FOR A CLASS A DF7272'MARK. DF7272' DF7272' DF7272' DF7272' DF7272'